2007-718 G (Plans) ® ® ��j mmu � � as eus, m unrammas ,. wrr.
GRADING N07ES NO (:A77ONS STORM W POLGLU71ON CONTRO BAIP 1'� 07ES S ) NO COP I 1 NUED... LEGAL 1A / DESC ON ALL WORK SHALL
BE DONE IN ACCORDANCE WITH THESE PLANS, 1. iHE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES 2 Q CONSTR UCTION AC S 4. UTILITIES TO MAINTAIN
MINIMUM 5 -FOOT SEPARATION WHEN PORTION OF PARCEL 9 Or PARCEL MAP 12092 RECORDED MAY
1 THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS AND STRUCTURES SHOWN ON THESE PLANS' WERE 08;AINED BY A PARALLELING WATER SERVICES.
6, 1982 IN BOOK OF PARCEL MAPS AT PAGE 12092 RECORDED
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE DEARCH OF AVAILABLE RECORDS. TO THE BEST n;= OUR CONCRETE WASHOUT
IN ME OFFICE OF THE COUNTY RECORDER OF SAN DIEGO
COUNTY AND LOTS 4 AND 5 IN BLOCK 6O, ENCINITAS LV THE
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL KNOWLEDGE THERE ARE NO EXISTING UTILITIES LXCEPT AS SHOWN 5. MINIMUM HORIZONTAL SEPARATION
OF 10' BETWEEN FIRE HYDRANTS —)
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM ON THESE PLANS, HOWEVER: CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
AND SDG &E VAULTS CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF �✓
SMALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY WASiiOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO
CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1C8, FILED IN
REQUEST FOR INSPECTION. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY WASH CONCRETE, SLURRY, MORTAR STUCCO, PLASTER AND THE LIKE INTO
THE OFFICE OF THE COUNTY RECORDER OF SAN 72EG0 COUNTY,
6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. JUNE 12,
1883. 1 -)
2. THE SOILS REPORT TITLED "GEOTECHNICAL INVESTIGATION, THE LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S CONTRACTOR SHALL POST A SIGN
DESIGNATING THE WASHOUT LOCATION. AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN v
TOY FACTORY, SOUTH COAST HIGHWAY 101, ENCINITAS, CALIFORNIA" RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO FRONT OF THE
PARCEL THEY ARE SERVING. A.P.N. 258- 161 -11
PREPARED GEOTECHNICAL D ECEMBER RE: 2005 S AID VERIFICASION AND CONSTRUCTION SITE ACCESS ENVR O1VA1EPfF,4L NOTES; 6
DESIGN GROUNDWATER ELEVATION, PACIFIC STATION, ENCINITAS, LOCATION OF UTILITIES AND NOTT.FICATION OF COMMENCEMENT OF A STABILIZED CONSTRUCTION SITE
ACCESS SHALL BE PROVIDE FOR VEHICLES 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS N/A S IM DRESS
CALIFORNIA" DATED NOVEMBER 13, 2007, "GEOTECHNICAL UPDATE, WORK: EGRESS AND INGRESS TO PREVENT TRACKIN.; DIRT OFF SITE. THIS SHALL I
(EXCLUDING ANY EXISTING MAN MADE SLOPES). 687 SOUTH COAST HIGHWAY
PACIFIC STATION, SOUTH COAST HIGHWAY 101, ENCINITAS, NCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CO,;AUGATED STEEL
ENCINITAS, CA 92024
CALIFORNIA" DATED OCTOBER 26, 2007, AND "GEOTECHNICAL UPDATE A. SEWERS - ESD (760) 633 -2770 PANELS/PLATES. 2 THE MAXIMUM
VERTICAL DEPTH OF CUT IS 16.0 FT AND THE y
AND GRADING PLAN REVIEW, PACIFIC STATION, SOUTH COAST MAXIMUM VERTICAL HEIGHT OF FILL IS 13.4 FT
(�+
HIGHWAY 101, ENCINITAS, CALIFORNIA" DATED MAY 20, E008 SHALL B. GAS & EI ECTRIC - SDG &E (800) 422 -4133 - DIG ALERT CONSTRUCTION VEHICLES
O �'� '�
BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING 3. A.) AVERAGE DEPTH = VOLUME OF CUT (C.F.) 3.47'
JOHN DEWALD, MANAGER
SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND C. WATER - SDWD (800) 422 -4133 - DIG ALERT A SPECIFIC AREA AWAY FROM GUTTERS
AND STORMORAIN SHALL BE DESIGNATED OF CUT AREA OF CUT (S. F. PACIFIC STATION PROPERTY LLC
SPECIFICATIONS CONTAINED IN SAID REPORT. FOR CONSTRUCTION VEHICLES PARKING, VL ITCLE REFUELING, AND ROUTINE A DELAWARE
L?TPITE:! LIABILITY COMPANY
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF D. TELEPHONE - SBC (800) 422 -4133 - DI6 ALERT EQUIPMENI" MAINTENANCE. ALL MAJOR
REPAIRS SHALL BE MADE "FF -SITE. B.) AVERAGE DEPTH- VOLUME OF FILL (C.F.) = NIA 1855 FREDA Lk ;
_ARDIFF, CA 9200°
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF E. CABLE TV - COX (800) 422 -4133 - DIG ALERT OF FILL AREA
OF FILL (S. F. 619.709.2631
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE EROSION CONTROL
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN 2, CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 EROSION CONTROL MUST ELOPED
OWNER 'S CER CATE ES EAR THWORK QU S
CONJUNCTION WITH IMPROVEMENT PLANS. HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. .
SURFACES ESPECIALLY S PROVIDED FOR ALL EROSIVE SURFACES.
BE PROTECTED AGAINST EROSION BY INSTALLING IT Ia AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGE,i TO
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE PHONE: (760) 633 -2770. EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL
MATS, ADEQUATE THESE PLANS. 45000 CUBIC YARDS EXCAVA7I0N (CUT)
�7RADING. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR ('SOUND COVER VEGETATION, AND BONDED FIBER MATRIX. 0
CUBIC YARDS EMBANKMENT (FILL)
b. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIREDNSPCCTION. PHONE: (760) 633 -2770. ALL WORK P�,9FORMED IT IS FURTHER
AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A 45000 CUBIC YARDS EXCAVATION (EXPORT)
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. WITHOUT BENEFIT OF INSPECTION WILL BE SUBJE NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED
DURING WET WEATHER. REGIST =RED CIVIL ENGINEER MAKE SUCH CHANGES, ALi RATIONS OR
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLI OR REJECTION AND REMOVA'. ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEE� ETERMINES
0 CUBIC YARDS REMt-uIAL GRADING
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. DIiERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL A�NbFF AROUND THE APE NECESSARY FOR
ANU DESIRABLE FOR THE PROPER COMPLETION OF
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR ' U�G TEMPORAL EP03ION CONTROL MEASURES A GAINST EROSION THE IMPROVEMENTS.
ESTIMATE DOES NO( INCLUDE STRIPPINGS, UTILITY
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- SOILS ENGINEER S CER M CA Ie '' TRENCH VOLUMES OP ANY OVE7EXCAVATION,
r
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER I, D- Ca,& O A REGISTERED CIVIL ENGINEER TN THE STATE OF REMOVE EXISTING VEGETATION ONLY WHEN
ABSOLUTELY NECESSARY. LARGE I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR REQUIRED BY SITE CONDITIONS
OR A LICENSED LAND SURVEYOR. CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIEL') OF APPLIED SOIL PROJECTS SHALL BE CONDUCTED IN PHASES TO
AVOID UNNECESSARY RFMOVAL GEOLnGIST HAS BEEN'QR WILL BE RETAINED TO r!)PERVISE CONTr7ACTOA SHALL 7ATISFY SELF THAT ESTIMATES
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND SFUD,' OF THE SOIL OF THE NATURAL GROUND
COVER. DO NOT REMOVE TREES OR SHRUBS OVE ALL G G ACT AND ADVISE OF THE: COMPACTION ARE CORRECT PRIOR TO COMMENCEMENT OF WORK.
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY UNNECESSARILY,' THEY HELP DECREASE
EROSION. AN) STAB ITY F THE SITE.
RESPONSIBLE FOR CONFOPMTNG TO ALL LOCAL, STATE AND DIRECTTON BETWEEN THE DATES 11 / 11 7/0 AND ;z /�r /c5 CN_ COMPLETE
FAPTHWORK QUANTITIES ARE ESTIMATED FOR
FEDERAL SAFETY AND HEAL H STANDARDS, LAWS AND COPY Or THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY TEMPORARY VEGETATION MUST 3E PLANTED
ON SLOPEa OR WHERE CONSTRUCTION r , J
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL
PLHMIT PURPOSES JNLY. (CALCULATED ON A
REGULATIONS. ENGINEER, ALONG WITH UPDATE LETTERS DATED OCTOBER 26, 2007, MAY 20, BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL
GRASSES TO rr�i E'c ®Qi THEORETICAL BASIS. ACTUAL r MAY VARY
DUE Tp SHRINKAGE OR SWELL rACTORS)
B. GRADING AND EQUIPMENT OPERATTV2 WITHIN ONE -HALF (112) 2.008 AND ADDENDUM DATED NOVEMBER 13, 2007. FURTHERMORE, I HAVE SHIELD AND BIND
THE SOIL. CTORSI
MILE OF A STRUCTURE FOR HUMAN OCLU,'AW Y SHALL NOT BE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS JOHN J M NAGER
DATE
CONDUCTED BETWEEN THE HOURS OF 5:30 P. M. AND 7: 3u A.M. INCLUDED IN THE SOILS REPORT FOR THIS , ROJECT HAVE BEEN PLANT PERMANENT VEGETATION
AS SOON AS POSSIBLE, ONCE EXCAVATION AND ''ACIFIC :ATION PROPERTY LLC 'MEDIAL GRADING QUANTITIES APB NOT ABLE TO BE
NOR ON SATURDAYS, SUNDAYS AND CITY '7ECOGNIZED HOLIDAYS. INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. WE GRADING ACTIVITIES ARE COMPLETE. A
DELA E LIMITED LIABILITY CJMPANY DETERMINED. REFER TO S� 'S RE;uRT FOR REMOVAL
/ �6 QWl�Q6E1T E IS C TA' �T - 0- SOIL-6N T ITE. 1855 FREDA LANE CARDIFF, CA 32007 AND .. DEPTH
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL ^ 'AEGF1DING WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. 619.709.2631
_
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE SIGNED:
° " W
PRESENT: CITY INSPECTOR, CIVIL ENGINE SOILS .' NGINEER, _ Qb p ESSj® ON -SITE CONSTRUCTION MATERIAL STORAGE L,EGFND
GRADING CONTRACTOR AND PERMITtuF. THt PREGRADE &4c TING RCE NO.: � � "� 8: F — n STA OFENG OF WORK
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 "OUrs. STORED MATERIALS SHALL 8E CONTAINED IN A ScCPRE PLACE T PREVENT SEEPAGE
` 9' -- �'r+ ��" ANT' SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUC,G WHERE THEY WILL ]HE UNDERSIGNED ENGINEER AG°,=ES THA,°
THE WORK PERFORMED BY THE S. = .;AN DIEGO AEGIQNA_ o°.vNOARD pRA:iNGS
ADVANCE' BY CALLING (760) 633-2770. EXP. DATE: �>'3a�� ; a � STAY DM OUT OF 7.7': RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINM
T
,�C fN►Aaq Na FOR ALL FUEL STORED ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEP, STANDARDS AND
t[ PROPERTY BOUNDARY
^J. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY 9945 t16TIyITYT1G�F8, 67E 4A3 '11531 b�T£sT. ` < ON -SITE. PRACTICES
OF THE ENGINEEER'r TRADE OR PROFESSION. ;HE ENGINEER
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE SA04 GIE -6n, GA - _426 ?1V(LQ1£TA,CAaZ9a 4 6 � FURTHER AGREES THAT THE WORK
PERFORMED HEREIN ^SHALL BE IN PROPOSED CONTOURS 255
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE ( tVf �°� ELIMINATE OR REDUCE POLLUTION OF STORMWATEH FHUM STOCKPLLES KEPT ON
-SITE . ACCORDANCE WITH THE RULES IND REGULATIONS REQUIRED BY THE CITV --
C:(TY ENGINEER FOR THE I ROPOSED HAUL ROUTE. THE O .VELOPEA (951 ybl `t q p� "" , << STOCKPII ES MAY INCLUDE SOIL, PARING MATERIALS,
ASPHALT CONCRETE AGGREGATE OF ENCINITAS. ,,,E ENGINEER 1GREE5 THAT ANY PLANCHECK OR REVIEW
_ OF CAL ®� ^° je�� PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC EXISTING CONTOURS
hw BASE, E7 STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS' THE
�pS N0. 1061pbI 35 , r �,t, FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVER - D OR PROTECTED
rITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING f >k ENTITY FOR THE PLANS rREPAh -D BY THE ENGINEER IS NOT A
OPERATION. — -'�_,, �,_ �__ �t ,r rut,s,,3. WITH SOTL STABILIZATION MEASURES AND PROVIDED WITH A TE; <IPORARY SEDIMENT DETERMINATION
BY THE CITY OF' ENCINITAS OF THE TECHINICAL PROPOSED EASEMENT — — — — -
�- sir BARRIER AROUND THE PERIMETER AT ALL TIMES. SUFFFICIENCY OR ADEQUACY OF" THE PLANS OR DESIGN, AND IT THEREFORE
11. i /P� J FINAL COMPLETION OF THE WORK UNDER THE G, DIsvG IV STA -' NO ,` l i a , �°f ' , ` RAa.JINCry DOE DESIGN R
ELIEVE THE EN IN P�RED F THEREONS THE ENGINEER HE PLA TO PROPOSED PAD
,rEHMIT BUT PRIOR TO FINAL GRADING APPROVAL AN' /OA FINAL WDID N0: 9 3TC350379
RELEASE OF SECURITY, AND AS-GRAf'FD CFR TFICA; :nN IALL BE lJ '� r - INDEMNIFY AND HOLD MARML F. __ CITY OF ENCINITA
; 4ND ITS
19 - rf ;r'` CONTRACFORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN T' CITY OF OFFICERS, AGENTS, AND EMF,_Ort _ i FAOM PROPERTY
)AM1tAt,c OR BODILY EXIST. ,: ; tGGE OF PA "MENT
H A S BL I F D STATING: "iHt SU BSTANT IAL ''NL� r . MANu N E DEVELOPMENT OF THIS PROJECT SHAII COMPLY WIT l �tLL ENCINITAS SHALL BE TRAINED
TO FAMILIAR WITH THE C .L;Y Err ENCIN.., 'S
HAS BI N PERFORMED IN SUBSTANTIAL CONFORMAN'ut 61.'l;l ;:i._ STATE WATER RESOURCES CONTROL 130ARD (SWRCB) ORDER NO. 99 -08 -D STORMWAFER POLLUTION
CONTROL REQUIREMENTS. THESE BMP NOTES INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, Er! EMP OR
APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHE'., OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS Drs EMPLOYEES CENTFPLINE
-
AS- GRADED PLAN ". THIS STATEMENT SHALL HE FOI I nG' "`'? ; i,c (N. P. D. E. S. GERNERAL PERMIT N0. CAS000002), WASTE DISCHARGE SHALL B•'= AVAILABLE
TO EVERYONE WORKING ON SITE. THE PROPE.TY ACTING WITHIN THE COURSE ANO SCOPE Or -' SUCH AGENCY AND EMPLOYMENT
REQUIREMENTS FOR DISCHARGES OF ..STORM WATER RUNOFF ASSOCIATED WITH OWNERS) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS AND
ARi�ING OUT OF THE WORK PERFORMED BY THE ENGINEER.
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIL. CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A STORM ABOUT STORMWATER REQUIREMENTS
AND THEIR OWN RESPONS_3- TLITIES. 2:1 FILL SLOPE MAX. T _
SUCH GRADING OPERATION. WATER POLLUTION PREVENTION PLAN (SWPPP) AND A MONITORING PROGRAM qqq
12. AIL GRADING SHALL BE INSPECTED AND TESTED 1 A QUALIFIED L,'`! SHALL BE DEVELOPED AND IMPLEMENTtD CONCURRENT WITH THE WASTE MANAGEMENT
I \ '�7 — ���
SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INS, ECT COMMLNi :
:,'`1lk" : t ASING , '.(T.rVTTTI D AND A COMPLETE AND ACCURATE w 2:1 CUT SLOPE M.X.
ANG TEST THE EXCAVATION PLACEMENT AND COMPACTION OF rILLS 'I I „;tNT (NOI) WILL BE FILED WITH THE :WRCB. A COPY OF CONTRACTOR SHALL BE RESPONSIBLE
FOR PRr.crRLY DISPO .ING OF ALL WASTE BY
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL
THIS PROJECT SHALL BE FILED WITH CITY OF ENCINITAS WHEN RECEIVED: AND UNUSED CONSTRUCTION MATERIALS. DUf�,PTNG 'INU: J OR WASTE
W. JUSTIN ITER 1i EXISi1:, WATER MAIN -- - --
S'IBMIT SOILS REPORTS AS REQUI,,ED AND WILL DLTERM -NE FUATF'ER A COPY Or THE COMPLETED NOI FROM THE SWRCB SHOWINF THE PRODUCTS ON THE GROUND, WHERE
WATER CAN ;ARRr THEM INTO THE RCE No. 68 64
OF PERMIT NUMBER FOR THIS PROJECT SHAT' RE FILE) WITh FHE CITY OF CONV.YANCE SYSTEM IS STRICTLY PROHIBITED. � 'ESSI
EXISTINS WATER MAIN
IITABILITY OF ANY FILL MATERIAL UPON COA`PLL, ENCINITAS' WHEN RECEIVED. PASCO ENG EKING INC. ONq
GRADING OPERATIONS HE SHALL STATE THAT OBSERVAT. JN. AND NO SEEPAGE FROM DUMPSTERS SHALL BE JTSCHARGED INTO STOAMWATER. 535 N. COAST
HIGHWAY 102 c ' �U5TI,y f PROPOSED SEWER SERVICE
TESTS WERE MADE BY HIM OR Ut''' :R HIS SUPEAV rS' IN AN' THAT S F
)1 17 OPINION, ALL EMBANKMENTS AND EXCAVA NS WE E IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER(S) OF ANY BERMS /DIKES SHALL BE PLACED
AROUND DUMPSTERS TO DI'.IRT THL NATURAL SOLANA BEACH CA, 92074 <v tia Z
CnNoI:RUCTED IN ACCORDANCE WITH THE' APPROVE') .SRADIN) PLANS PORTION OF THE PROPERTY COVERED BY ti7!7 GRADING PERMIT NO. 9057 -G, STORM RUNOFF.
DLMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. y �m z PROPOSED WATER SERVICE (SDWD P-2A) W C
AND THAT ALL EMBANKMENTS AND EXCAVATIONS A,',- ACCEPTABLE FOR AND BY SWRCB ORDER NO. 99- 013-OWG, AND ANY FUBSEQUENT AMENDMENTS DUMP9TER LIDS SHALL
REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT PE 1409 w N0. 68964 z1 m W/ CATHODIC PROTECTION
THEIR INTENDED USE. THERETO. SHALL COMPLY WITH SPECIAL PROVISION ,11' SET FOki,'/ TN LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIJUS
,100FING OR w E. 12/31/09 a
SECTION C.7 OF SWRCB ORDER NO. 93 -08 -DWG. COVERED WITH TARPS IN ORDER TO AVOID PAIN 1INTACT H.CTH ANY TRASH
97. THE CONTRACTOR SHALL PROPERLY OE ALL E' AVA?t O MATERIAL. t x`c LIMITS C. GRADING --
-
JURFACES TO PROVIDE POSITIVE Jt7Aa,VAGE 4ND . REVENT POND.LNG IT SHALL 1LSO BE THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR
ST CIVI1- Q
OF WATER. ME SHALL CONTROL SURFACE WATER AND AVOID WITH AND IMPLEMENT REQUIREMENTS OUTI TNT WITHIN THE CALIFORNIA MANY CONSTRUCTION MATERIALS,
INCLUDING SOLVENTS, WA1L,R -BASED PAINTS qJk C DRAINAGE DIRECTION >• --
` OF A11F
DAMAGE TO ADJOINING PROPERTIES OR TO INTr "ED WnRK ON TH COASTAL COMMISSION COASTA. PERMIT Nu VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE
WOOD, AND CLEARED . OJ -251 VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIAL3 MUST BE TAKEN PROPOSED PCC PAVEMENT/ FINISH
STT, AND SHALL TAKE REMEDIAL MEASURES TO F 13VEN,' : ROSION TO AN APPROPRIATE L4NDFILL OR DISPOSED OF AS HAZARL ''S WAST:. FOP
K' PCC OVER COMPACTED NATU, - 'AL GRADE MINIMUM) ^�
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMAN - :NT INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL h. HAZARDOUS
70
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN WASTE HOTLINE TOLL FREE AT (800) 7114 -1195. FOR INFORMATION GN LANDFILLS
FNS FALLED. AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. PROPOSED DRIVEWAY APRON PER 6-14
BY DATE: 7 1 �-4 1 of
14. Al' AREAS TO BE FILLED SHALL BE PRE -1 ARED 7) BE FILLED AND J WALD, ANAGER T POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES.
PLACE 7RASH CANS AND EXISTTNG BROW DITCH
1711 SHALL BE PLACED iN ACCORDANCE WITH STANDARD PAq, STATION PROPERTY LIC RECYCLING RECEPTACLES AROUND THE SITE.
SPECIFICATIONS. ALL VEGETABLE MATTER AND IBJECTIONABLE A DELAWARE LIMITED LIABILITY COMPANY
MATERIAL SHALL BE REMOVED BY THE CONTRAL TOo FROM THE 1855 FREDA LANE CARDIFF, CA 9 ?007 PORTABLE TuILETS MUST BE IN GOOD WORKING ORDER AND
CHECKED FREQUENTLY PROPOSED 4” PVC DRAIN PIPE
SURFACE UPON WHICH THE FILL IS TO BE PLACE -J. LOOSE FILL 619.709.2631 FOP LEAKS. CONTRACTOR SMALL PROVIDE SECONDARY CONTAINMENT AND
_ -�-
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS
NAU ' RAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO PROPOSED 12" PVC STAIN PIPE -
A DEPTH OF 12 INCHES AND THEN COM' ICTED TO A MINIMUM OF 90 T '� T SURFACES. qc? a s LTxrrAS
"ri PROPOSED 18" PVC DRAIN PIPE - -- - - -
P_RCENT. IT SMALL BE THE CONTRAC;OR'S AESP(j,VSIBII_ITY TO 1) TITLE SHEET ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, n
N
fLACF, SPREAD, WATER AND COMPACT THE FILL IN STRICT 2) ROUGH GRADING & TEMPORARY (CONSTRUCTION) DEWATERIN(' PLAN AND STORMORAIN. CONTRACTOR
MUST ROUTINELY CHECK AND CLAN UP MATERIAL - Q � PROPOSED RETAINING WALLS PER PLAN
ACCORDANCE WITH SPFCIFICA TIONS. 3) PLAZA LEVEL DRAINAGE PLAN THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. 'r C�
4) DRAINAGE PLAN FOR ( -1) PARKING LEVEL m
15. CUT AND FILL SLOPt -S SHALL BE CUT AND TRIMMED TO FINISH 5) DRAINAGE PLAN FOR ( -2) PARKING LEVEL SAN DIECl O WATER DISTRICT NOTES
PROPOSED MODIFIED TYPE "F" CATCH BASIN
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS 6) DETAILS AND SECTIONS
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT u`,
EE Si PROPOSED TYPE 'B" CURB INLET
7) DETAILS AND SECTIONS CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION �,
SMALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED SV THE H) EROSION CONTROL ___. we sr EFSr Fol
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY OF, OR Tait EXISTENCE OR NON - EXISTENCE OF, ANY UNDERGROUND
9) TEMPORARY SHORING GENERAL NOTES UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.
CONDITION. ALL STONES. ROOTS AND OTHER WASTE MATTER PROPOSED TYPE "A" CLEANOUT DO
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE 10) OVERALL TEMPORARY SHORING PLAN N 6r
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED 11) NORTH TEMPORARY SHORING WALL PLAN AND ELEVATION 2. ALL EXISTING FACILITIES, WHICH MAY
AFFECT FINAL DESIUNI I.E., N N t "ROPOSED 12" x 12" AREA DRAIN
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GRADING NOTES NOTIFICAT IONS STORMWATER POLLUT ION CONTROL BW NOTES SDWD NOTES CON71NUED.. LEGAL DESCRIPTION
1. ALL WORK SHALL BE DONE 1N ACCORDANCE WITH THESE PLANS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES PORTION
OF PARCEL 9 O= PARCEL MAP 12092 RECORDED MAY
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS AND STRUCTURES SHOWN ON THESE PLANS WERE OB MINED BY A RELA TIME 70 CONSTRUCTION A 4. UTILITIES
TO MAINTAIN MINIMUM 5-FOOT SEPARA PION WHEN 4 1992 IN B" OF PARCEL MAPS AT PAGE 12092 RECORDED
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE SEARCH OF AVAILABLE RECORDS. TO THE BEST nr OUR CONCRETE WASHOUT PARALLELING
WATER SERVICES. IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL KNOWLEDGE THERE ARE NO EXISTING UTILITIES LXCEPT AS SHOWN ND COUNTY
A LOTS 4 AM 5 IN BLOCK 60, ENICINITAa IN THE
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM ON THESE PLANS, HOWEVER. CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED COMMGTE
A MINIMUM HORIZONTAL SEPARATION OF 10' BETWEEN FIFE HYQRANTS ' CITY OF ENCINITAS COUNTY OF SAN DIEGO, STATE OF
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY WAaKOXIT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO � VAULTS
CALIFORNIA, ACCORDING TO MAP THEREOF NO. I-Aa FILED IN
REQUEST FOR INSPECTION. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY WASH CONE. SLURRY MORTAR STUCCO PLASTER AAD THE LIKE INTO
258- 161 -11
THE OFFICE CE THE COUNTY RECORDER OF SAN 7IEGO COUNTY
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES THE STO MWATFR CONVEYANCE SYSTEM OR ANY RECEIVING WATER. A ALL W SERVICES
TC BE CO TE ME CLEAR OF DRIVEWAYS ,�(� 12, 1883.
2. THE SOILS REPORT TITLED "GEOTECHNICAL INVESTIGATION THE AND ALL O TRAVELED WAYS. WRIER METERS MUST BE IN
V
TOY FACTORY, LOCATED AT THE WORK SITE. IT IS THE CONTRACTORS CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION.
SOUTH COAST HIGHWAY TE ENCINITAS CALIFORNIA" RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO FRONT OF THE PARCEL
THEY ARE SERVING. A.P.N.
PREPARED ND GETO GEOTECHNICAL INCORPORATED DATED DECEMB 22 2005 CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR CONSTRUCTION SITE ACCESS AND 'ADDE
TO GEOTECHMNICAL INVESTIGATION REPORT, RE STRUCTURES PRIOR TO ANY EXCAVATION. FOR VEAIFICA i ION AND f9VM0 AL N0M:
6
DESIGN GROUNDWATER ELEVATION PACIFIC STATION ENCINITAS LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCFMENT OF A STABILIZED CONSTRUCTION SITE ACCESS
SMALL BE PROVIDE FOR VEHICLES
CALIFORNIA" DATED NOVEMBER 13, 2007, "GEOTECHNICAL UPDATE, WORK; EGRESS AND DNGfESS TO PREVENT TRALKD46 DIRT OFF SITE. THIS SHALL I 1. THE
STEEPEST EXISTING SLOPE IN THE GRADED AREA IS N/A SlTEADDRFSS
PACIFIC STATION. SOUTH COAST HIGHWAY 101, ENCINITAS, NCLUDE USING MATERIAL SUCH AS GRAVEL AACIOR MIRUGATED STEEL (EXCLUDING ANY
EXISTING MAN MADE SLOPES) . 687 SOUTH COAST HIGHWAY
-�
CALIFORNIA" DATED OCTOBER 26, 2007, AAD "GEOTECHNICAL UPDATE A. SEWERS �• ESD (760) 633 -2770 PANELS/ ENDDNITAS
CA 92024
PLA7ES.
AND GRADING PLAN REVIEW, PACIFIC STATrION, SOUTH COAST 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 16.0 FT AND THE
1 �
HIGHWAY 101, ENCINITAS, CALIFORNIA" DATED MAY 20, X008 SHALL VERTICAL HEIGHT OF FILL S 13.4 T �+
BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING B. GAS 6 ELECTRIC - SDG6E (800) 422 -4133 -DIG ALERT CONSTRUCTION VEHICLES
I F O
SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND 3. A.) AVERAGE DEPTH VOLUME OF CUT (C. F.) 3.47'
'���
C. WATER - SDWD (800) 422 -4133 -DIG ALERT A SPECIFIC AREA A WAY F ROM GUT AAD STAN SHALL BE DESIGNATED
PACIFIC STATION PROPERTY LLC
SPECIFICATIONS CONTAINED IN SAID REPORT. FOR CONS7RUCTION VEHICLES PARiCM VE FEFUELM AND ROUTINE OF CUT AREA OF CUT (S. F.
A DELAWARE LIMITED LIABILITY COPAAIY
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF D. TELEPHONE - SBC (800) 422 -4133 - DIG 4L EAT EQUIPNENt MADNTENAALE. ALL mwm
FIEPAIAS SHALL BE MADE �7FF-SITE. B. AVERAGE DEPTH r VOLUME OF FILL (C. F. = N/A 1855 FREDA LAS` CARDIFF, CA 921007
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF OF FILL AREA OF FILL (S. F. 619.7092631
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE E. CABLE TV - COX (800) 422 -4133 - DIG ALERT EROSION CONTROL
L
CONJUNCTS AND PERMITS THESE SHALL BE REQUIRED IN
CONJUNCTION WITH IMPROVEMENT PLANS. 2, CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 EROSION CONTROL MIST BE PROVIDED FOR ALL EROSIVE
SURFACES. SLOP OWWER -9 S CERTIF'TCATE''
HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. ESTI�IAT ED EARTHWORK QU S
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE PHONE: (760) 633 - 2770. SLWACES ESPECIALLY SMALL BE PROTECTED AGAINST EROSION BY
INSTALLING IT I.3 AGED THAT FIELD CONDITIONS MAY REQUIRE' OLWNWS TO
GRADING. EROSION RESISTANT SOLACES SUCH AS EROSION CONTROL MA ADEQUATE THESE PLANS, 45000 CUBIC YARDS EXCAVATION
(CUT)
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR r°'aN COVER VEGETATION AND BONDED FIBER MATRIX. 0 CUBIC
YARDS EMBANKMENT (FILL)
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED INSPECTION. PHONE. (760) 633 -2770. ALL WORK PERFORMED IT IS
FURTHER AGED THAT THE OWNER (DEVELOPER) SHALL HAVE A
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO NO EXCAVATION AND GRADING ACTIVITIES
ARE ALLOWED DURING WET WEATHER. FE .Ltjl, ED CIVIL ENGINEER EER MAKE SUCH C H1AADES AL TERATTG NRS OR 45000 CUBIC YARDS EXCAVAT.'CUN (EXPORT)
ArNYTHIAf6 DAMAGED OR DESTROYED SHALL BE REPL' 'tED OR REJECTION AND REMOVA',. AMMONS TO THESE PLANS WHICH THE CITY ENGDNEEi,
JETERRMDNES 0 CUBIC YARDS REWuIAL GRADING
REPAIRED TO CONDI EXISTING PRIOR TO GRADING. Dl EERSION DIKES SHALL BE MYSTRUCTED TO GIMMEL F,.OFF AROUND THE ARE NECESSARY FOR
A,n DESIRABLE FOR THE PROPER CV4 N CR
6. THE DEVELOPER SHALL BE I.ESPONSIBLE THAT ANY MONUMENT OR CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION 17•,E
VEMEN S• * ESTIMATE DOES NOi INCLUDE STRIPPINGS, UTILITY
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE SOILS ENG1?v= S CERTIFICATE USING PERMIANENT AND TEMPORARY ERRO ,3I CONTROL MEASURES.
TRENCH VOLUMES OR ANY OVE.IEXCAVATION, It:
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER T f• Csr.wAy A REGISTERED CIVIL ENGINEER IN THE STATE OF REMOVE EXISTING VEGETATION ONLY WHEN
ABSOLUTELY NECESSARY. LARGE REQUIRED BY SITE CONDITIONS
OR A LICENSED LAND SURVEYOR. CL A, I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OA
A
LLY DOING BUSINESS IN THE FIELr) OF APPLIED SOIL F'FiO�,EC1S SHALL BE CONDUCTED DV PHASES TO AVOID UNNECESSA REMOVAL
S. ACTUAL QUANTITIES MAY VARY
AB ARE ESTIMATED FOR
BA SIS. GEOLnGIST HAS WILL BE RETAINED TO SUPERVISE CONTRACTOR SHALL yATISFY SELF THAT
ESTIMATES
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND SPUD ►' OF THE SDI! OF TH NUTLERAL (MOUiNND
COVER. DO NOT REMOVE TREES OR S7•AUBS OVE7 ALL G AC IVITY AND ADVISE OF THE COMPACTION ARE CORRECT PRIOR TO COMMENCEMENT OF WORK.
DEVICES, INCLUDING SHORING, AND SHALL BE CONDITIONS PREVALENT WITHIN T IS SITE WAS MADE BY HE OR UNDER MY UMEGESSAAILY; THEY HELP DEC EASE EROSION. AN?
) STAB TTY T SITE.
R=SPONSIBLE FOR CONN:ORVrNG TO ALL LOCAL, STATE AND DIRECTION BETWEEN THE DATES �� m • AND ► » OW, COMPLETE
FA,'TTHWORK QUANTITIES
FEDERAL SAFETY AND HEAL (H STAWDIAOS. LAWS AND COPY Or THE SOILS REPORT C L FROM H E'S TUDY, WITH MY TEMPORARY VEGETATION
MST 3E PLANTED ON SLOP OR MfFE CONSTRUCTION PERMIT PURPOSES ONLY. (CALCULATED ON A
REGULATIONS. RECOMMENDATIONS, HAS BEEN SUBMITTEt) TO THE OFFICE OF THE CITY IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION
SHALL
ENGINEER, ALONG WITH UPDATE LETTERS DATED OCTOBER 26, 2007, MAY 20, BE PREVENTED BY PLANTD S FAST -OWING ANNUAL AAD PEFENNIAL GRASSES
TO - � `�y�, � ICAL B
B. GRADING AND EQUIP'ME'NT OPERATTV.: WITHIN ONE -HALF (112) 2008 AND ADDENDUM DATED NOVEMBER 13, 2007. FURTHERMORE, I HAVE SHIELD AD BIND
THE SOIL. DUE TO THEORETICAL SHRI ST OR SWELL FACTORS) .
MILE OF A STRUCTURE FOR HUMAN OCCU,'AhlrX SHALL NOT BE REVIEWED THESE GRINDING PLANS AND CERTIFY THAT THE RECOMMENDATIONS DATE
CONDUCTED BETWEEN THE HOURS OF 5. 30 P.M. AND 7: 3L, A.M. INCLUDED IN THE SOILS REPORT FOR THIS , ROJECT HAVE BEEN PLANT PERMANENT VEGETATION
AS SOON AS POSS ONG'F EXCAVATION AM nJ 1F1C ATION PROPERTY LLC ,7 GRADING QUANTITIES AA.r NOT ABLE TO BE
MIS 7•E
OMIS SIONS OF 1 ENG I N E ER NOR ON SATURDAYS, SUNDAYS AND CITY 'IECOGNIZED HOLIDAYS. INCORPORATED IN THE
GRADING PLANS AND SPECIFICATIONS. WE GRADING ACTIVITIES ARE COMPLETE. A DEL.A LIMITED LIABILITY LA) PANY DETERMINED. REFER TO Sn rt S
R&uRT FOR REMOVAL
/ ��C(yWUGL�TME J CpA(�AN,�TSOIL-OIN1' TME 1855 LAIN CARDIFF, CA .I2007 AND COMPACTION DEPTH '.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL '. PREGT 1DING WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. .263
619.7091 -
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE SIGNED: -
PRESENT: CITY INSPECTOR, CIVIL ENGIN► -ER, SOILS - NGINEER, ON -SITE CONSTRUCTION MATERIAL STORAGE CONTRACTOR A FERMI T i �E. THE'
P'REGRADF Mme' "TINU3 � ACE NO. LFGFI.ITD
: S- •o+ - -�7. ►�
SHALL BE SCHEDULED WITH THE CI T ✓ AT LEAST 48 ' .'Olim . ,,J STGI1 MATERIALS STALL BE CONTAINED IN A SECURE PLAN RE
TO PREVENT SEEPAGE STA OF ENGLNF'FR OF WORK
ADVANCE BY CALLING (760) 633 -2770. EXP. DATE: 4° %� f��' '` '1 AAA' SPILLAGE. CONTRACTOR STALL STORE THESE PRODUCi WhtR E THEY
WILL T LNNDERSIC7ED ENGINEER AG(EFS THA - THE WORK PERFORMED BY THE S.DR.S.D. _ .3AAM DIEGO REGIONAL u ►AhDAAD DRRA :ZINGS
_ . _ _ C NLlwp S75iY'GRY OUT CP ,,.T1 w: RAIN. CONTR ACTOR SHALL PROVIDE SECONDARY COVTAINM 'T ENGINEER SHALL GODLY
WITH THE GENERALLY ACCEP STANDARDS AND
.J. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS T O ANY ` }" ''� FOR ALL FUEL STUB D ON -SITE. •�
PROPERTY BOUNDARY •
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT -THE 1531 HESS. 4 PRRACTICES OF THE ENGI EEER'I TRADE OR PROFESSION. i
HF ENGINEER
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE �1uR�NEtA CA �1iSA.Z �` IV * ELIMDNA I E O R REDUCE POLLUTION OF STORMMA TER FhU M STOCKPILES
KEPT ON -SITE. FUR AGREES THAT UL WIC PERFORME HEREIN SHALL BE IN
CITY ENGINEER FOR THE f ROPOSED HAUL ROUTE. THE D : VELOPE (151) 40 N � �• ACCORDAN IT WITH 1}f FLIES / REGULATI
ONS F PLANC ED BY 17f CITY PROPOSED CONTOURS
0 STOCxCPII ES MAY DNK.LU� SOIL, PARING MAIEAIALS ASpH�iAl T CONL'RETE: AGGGA TE
� �pFESS /0 OF ENCINITAS ►� �E ENGI AGREES TH AT ANY PLAAK�-EC�C OR REVIEW
SHALL COMPLY WITH ALL CON TIONS AND REQUIREMENTS THE CK Q 'L'9 BASE: Ei C. STOCKPILES SHALL BE LOCA TED AWAY FROM (ONK.ENTRA TED STC>RgMWA
TER
nITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAUL ::NG '�R�S. ND• 1o81�oibh "" �����PQPN roGFs��2� FLOWS AND STAIN INLETS. STOCKPILES
SHALL BE COVE7a -� OR PROTECTED �� BY 17f CITY ENCINITAS IN ITS CAPACITY AS A PUBLIC EXISTING CONTOURS -
OPERATION. �_ _ �� m WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SESEDIMENT �MDNATI BY ITS PREPA
OF ENCINITAS OF THE IEC�IINICAI PROPOSED EASEMENT - IS NOT A
\ W No.6869s Z BARRIER AR OUND 11S PERIMETER AT ALL TIM ES. SU-FFICIEADY O R ADEQUACY OF THE PLANS OR DESIGN AND
IT ThE EFOFE
11. (Pi .4 FINAL COMPLETION OF THE WORK UNDER THE G► DI,4G NP STA / RPF,C L4L NO V Ex DOES °G
IAEER OF RESPONSIBIIITY rJRI THE PLANS
, T BUT PRIOR TO FINAL a TADMG APPROVAL AN► ►/OR FINAL - OR DESIGN SIG RELIEVE 17S E1�'� IMPROVEMENTS P PROPOSED
PAD
RELEASE OF SECURITY, AND AS- GAAPF.O CER 'TFICA t .0N ;HALL BE WDID NO: 9 37C350379 cw�� ���� _ �''�D THEREON. T7-E
ENNGINEER AGREES TO
P'ACVIPFD STATING. "THc &RHuINi 'MC ►E;1 rL. ".4 T h 718 -G �OFCAVW CONTRACTORS' EMPLOYEES *10 PEFRFO M CONSTRUCTION IN TR = CITY
OF INDEMNIFY AND 1•DLD HARMLEG- i CITY OF ENCINITA ; AND ITS
HAS BEEN PERFORMED IN SUBSTANTIAL COCONFORMANCE Mt'.' l:3 I:IE DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH 71tL ENCINITAS SHALL BE TRIAD�ED
TO FAMILIAR WITH THE CI Y OF ENCINl, 'S 3FFERa AGENTa AND EWLOYE_3 FROM PROPERTY OAMAuc OR BODILY EXIST_'; : ; r_DGE OF PAI'-7►ENT �-
APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED' STATE WATER RESOURCES CONTROL BOARD (SWRCB) ORDER NO. 99- -D ST04NNVATER POLLUTION CONTROL
REQUIREMENTS. THESE BMP MOTES O ?Y ARISING E ENG I EER NEER THE NDD H IS ACTS, E►4�•r OR
AS - GRADED PLAN" THIS STATEMENT SHALL 9E FOI nW� %� -_, i i,c (N. P. D. E. S. GERNEAAL PERMIT NO. CAS000002), WASTE DISCHARGE SHALL BE AVAILABLE
TO EVERYONE WORKING WORKING ON SITE. THE PROPERTY COURSE IHH ER R A AGENTS OAR _9 ACTS,
MPL CENTERLINE
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES' -
REQUIREMENTS FOR DISCHARGES OF STORM WATER RUNOFF ASSOCIATED WITH OWNNER (S) AND THE PRIME CO NTRACTOR MIST INFORM SUBCONTRACTORS ACTING
WITHIN THE COURSE AAD SCOPE OF SUCH AGENCY AND EMPL OYMENT
SUCH GRADING OPERATION. CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A STORM ABOUT STOMA�ATER REQUIREMENTS AM THEIR OW MESPONSI3MITIES.
AND AgiCDS OUT OF 17f WORK PERFORMED BY 77f ENGIvt�R Zi FILL SLOPE MAX.
WATER POLLUTION PREVENTION PLAN (SWPPP) ARID A MONITORING PROGRAM
12. AIL GRADING SMALL BE INSPECTED AND TESTED by A QUALIFIED SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH fiHE WASTE MANAG EMENT
SAILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INc, ECT COMMENiCEMEO►T OF GRADING ACTIVITIES AND A COMPLETE AND ACCURATE /
2'1 CUT COPE MAX.
ANC! TEST THE EXCAVATION PLACEMENT AND COMPACTION OF r-ILLS ACTICE OF INTENT (NOI) WILL BE FILED WITH THE CWRCB. A COPY OF CONTRACTOR SHALL BE
RESPONS FOR PRr. r DISPO.ING OF ALL WASTE BY: (3
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL THIS PROJECT SHALL BE FILED WITH CITY OF ENCINITAS WHEN RECEIVED. AND WEED CONSTRUCTION MATERIALS.
DI-#PTM i� J CR WASTE W. JUSTIN ITEM -,NT� EXIS�1:V WATER MAIN ----
SUBMIT SOILS REPORTS A3 AEQUIr.ED AND WILL GETEAM "NE FURTHER A COPY OF THE COMPLETED NOI FROM THE SWRCB SHOWINF THE PRODUCTS OV T7•E GfOLM I�N•ERE
WATER CAN ;ARMRY t EM INTO TH
UDTABILITY OF ANY FILL MATERIAL. UPON COM'PLL : OF FERMI! NI ABER FOR THIS PROJECT SHAL i RE FILE 1 WITH THE CITY OF CON`/ .YANC,E SYSTEM IS
STRICTLY PROHIBITED. FX'E � � GESSI EXISTINS rVATER MAIN
GRADING OPERATIONS HE SHALL STATE THAT OBSErRVAT. JN. AND ENCINITAS WHEN RECEIVED. PA ,�O pS ; ,
TESTS WERE MADE BY HIM OR L4\ HIS SUPERV'Sj. 1N ANT' THAT
AD SEEPAGE FROM DUN�PSTERS SHALL BE DISCHARGED INTO STOMNVATER. 535 N. COAST HIGHWAY 101 JUSTIN PROD SEWER SERVILE
S
]h' /'TS OPINTOK ALL EMBANKMENTS AND EXCAVA ' r NS WE E IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER (S) OF ANY /DDCES SHALL BE PLACED
AROUND DUNNPSTERi.S TO DIVERT THE NATURAL SO LANA BEACH CA, 92074
Cf%rAUUCTED IN ACCORDANCE WITH THP APPROVE•) vRADIN � PLANS PORTION OF THE PROPERTY COVERED BY THIS GRADING PERMIT NO. 9057 -6 STORM RUNOFF. DUPSTERS
SHALL BE CHECKED FREQUENTLY FOR LEAKS.
AND THAT ALL EMBANKMENTS AND EXCAVATIONS A,'," ACCEPTABLE FOR AND BY SWRCB ORDER NO. 99 -08 -DWG, AND ANY SUBSEQUENT AMENDMENTS � DUPSTER LIDS
SMALL REMAIN CLOSED AT ALL TIMES. DUNPSTEFtS WITHOUT PE 1409 No 6896A W/ CATHODIC PROTECTION TECTIOV
� _ � PRA WATER EC TION (SGWO F 2A) W C
THEIR INTENDED USE. THERETO, SHALL COMPLY WITH SPECIAL PROVISION AS SET FORTH IN LIDS SHALL BE BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS
,1WI NG CP • s
SECTION C.7 OF SWRCB ORDER NO. 93 -OB -DWG. C OVE?ED WITH TARPS IN OOEA TO AVOID RUIN C�INTACT WITH ANY TRASH E xp
. 12/3!/09
Y'I. THE CONTRACTOR SHALL PROPERLY GRV'SE ALL E' AVATED MATERIAL. LIMITS C, GRADING w_
JURFACES TO PROVIDE POSIT CVE J*1A.LNAGE` ANO REVENT PO MLNG IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID WITH AND IMPLEMENT REQUIREMENTS OUT! TALE WITHIN THE CALIFORNIA MANY C a<STRUCTION MATERIALS,
DNMCLUDDNG SOLVENTS, WA'iER -BASED PAINTS OF
DRAINAGE DIRECTION � - -• -••
DAMAGE TO ADJOINING PJOPERTIFS OR TO ,'ZNIr'E0 WORK ON TH COASTAL COMMISSION COASTAL PERMIT Nu. 00-251 VEHICLE FLUIDS, BROKEN ASPHALT AM CONCRETE:.
WOOD, AND CLEARED
SITE AND SHALL TAKE REMEDIAL MEASURES TO F f VEN i' ►: ROSION VEGET4 TION CAN BE RECYCLED. CON- RECYCLABLE MATERIALS MAST BE TAKEN
PROD PGC PAVEMENT/ FDNI94
OF FRESHL Y GRADED AREAS UN SUCH TIME AS PEANAN, NT TO AN API IA TE LMkWIlL OR DISPOSED OF AS HAZARD " 5 WASTE. FOR
PC C OVER CO►PACT ED NA- TWAL GR+40E MINI
DRAINAGE AND ER#O:RICaIN CONTROL MEASURES HAVE BEEN Df OMMIATION ON DIS CE HAZARDOUS MATERIAL, CALL - HAZARDOUS �
TINS TAILED. AND 1D��A DINNPSTEFAS CALL � AT (7601 436 -415�� T� ON LANDFILLS -14 DRIVEWAY APRON PER
G-14
BY. DATE • T
14. ALL AREAS TO BE FILLED SHALL BE Pr�E.�AAEO T) BE FI _LED AM ��� - POLLUTANTS SHALL BE KEPT OFF EXPOSED SINEAC,ES. CANS AND
FILL SHALL BE PLACED M ACCORDANCE WITH STANDARD P STATIC ARTY LI C F fEC17.Lh �cpT ARROXA�D $ PLACE TRASH EXISII7NG
BROAV DITCH
SPECIFICA ALL VE& TABLE f0 rrER � AC - WJIECI7ONABLE A IVARE LIMITED LIABILITY COMPANY MA TEAZ SHALL !E REMOVED L THE C PLA TE: R FROM THE 1855
FF�1 LANE, CARDIFF, CA 9-2007 PORTABLE TOILETS MAST BE. IN GOOD WORKING AND A CHECKED FREQUENTLY PROPOSED 4" PVC DRAIN PIPE
- - - - - - - -
AND ACE UPON WHICH T I•E FILL E TO BE PLACE). LOOSE FILL 619.709.2631 FOR LEAK CONTRACTOR SHAL PROVIDE SECONDARY CONTAIMENT AM
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM .�
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO SB=�D .� LOCATE PORTABLE TOILETS AWAY FROM ST IN INLETS ON PERVIOUS
PROP �" P� �ADV . PIE
- - - -
A DEPTH OF 12 INCHES AND THEN C014. ICTED TO A MIPNTMUM OF 90 -t� PERCE THE CONTRACTOR ' S
PROPOSED 18" PVC DRAIN PIPE
PL E SPREAD WA TER A r?ESP'O��ISIBI �_ I T Y TO 1) TITLE SHEET PROPOSED CONSTRUCTION DEBRIS SHALL
BE KEPT AWAY FROM .. ,.,
IE COMPACT THE FILL IN STRICT TH STREET, GUTTED
ACCORDANCE WITH•SPECIFICATIONS. 2) ROUGH GRADDNG 6 TEMPORARY (CONSTRUCTION DEWiATEAIIS PLAN AM STOMJRADN. CONTRACTOR MIST ROUTINELY DECK AM
CLEAN UP MATERIAL � PROPOSED RETAINING WALLS PER PLAN
3) PLAZA LEVEL DRAINAGE PLAN THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. 3
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH 4) DRAINAGE PLAN FOR ( -1) PARKING LEVEL � PROPOSED
MAQDIFIED TYPE 'F" CATCH BASIN
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS 5) LINAGE PLAN FOR (2) PARKING LEVEL SAN DMOE �O WATER DISTRICT NOTW z o
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS 6) DETAILS AND SECTIONS
SHALL BE SHAPED, NAILS AND SECTIONS 1. REVS OR THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT PROPOSED
TYPE 'E" O INLET Q
PLANTED AND TRIMMED AS DIRECTED BY THE CONS TITUTE FEP.ENTATION AS TO THE ACCURACY OF. THE LOCATION E E
sr -
ENGINEER OF WORK AND LEFT IN A NEA AND ORDERLY 8) EROSION CONTROL O F OR THE EXISTENCE OR N�XISTFN C O F ANY E F
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER 9) 1EN SHORING GENERAL NOTED UTILITY, PIPE OR STRUCTURE WITHIN THE' LIMITS OF THIS
PROJECT. �� M F PROPOSED TYPE "A" CLEADUT
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE 10) OVERALL TEMPORARY SHORING PLAN
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED 11) NORTH TEMPORARY SHORING WALL PLAN AND ELEVATION 2. ALL EXISTING FACILITIES, WHICH
MAY AFFECT
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GRADING NOTES NOTIFICATIONS STORMWATER POLLUTION CONTROL BMP NOTES SDWD NOTES CONTINUED... LEGAL DESCRIPTION
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 1. (HE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES RELATIVE 1O CONSTRUCTIONA
PORTION of PAIL 9 a= PARCEL MAP 120512 RECORDED MAY
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A 4. UTILITIES TO MAINTAIN
MINIMUM 5-FOOT SEPARATION MIEN S ig� IN BOOK P fps AT PAGE 12092 REGORGED
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE SEARCH OF AVAILABLE RECORDS. TO THE BEST (fF OUR CONCRETE WASHOUT PARALLELING
WATER SERVICES.
CITY OF E NCIN I TA S AND THE SAN DIEGO AREA REGIONAL KNOWLEDGE THERE ARE VE EXISTING UTILITIES c DV 96 I OF
THE CCINTY RECORDER OF SAN DIEGO
BO XCEPT AS SHOWN 5. MIND" HORIZONTAL SEPARATION OF 10' BETWEEN FIRE HYDRANTS COUNTY
AND LOTS 4 AND 5 IN BLOCK 60, ENCINITAS IN THE
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM ON THESE PLANS, HOWEVER: CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
SLLARY MO AM �� VAULTS CITY OF ENCINITAS COLNNTY OF SAN DIEGO, STATE OF
REQUEST FOR INSPECTION. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY WASH COMO
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY WASHOUT AREA TO CONTAIN WASHOUT WASTES O! SITE. IT IS ILLEGAL TO C
ITY F E ACCORDING TO MAP THEREOF NO. AT FILED IN
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES THE STQR ETE; MORTAR STUCCO, PLASTER AND THE LIKE INTO 6. ALL WATER
SERVICES TC BE CONSTRUCTED CLEAR OF DRIVEWAYS TH O OF THE VG TO RECORDER OF SAN DIEGO COUNTY.
2. THE SOILS REPORT TITLED "GEOTECHNICAL INVESTIGATION, THE wNVATEA CONVEYANCE SYSTEM OR ANY RECEIVING WATER. ,�D OTHER TRAVELED
MAYS. HATER METERS MUST BE IN LAI-IF 12, 1883. r)
TOY FACTORY, SOUTH COAST HIGHWAY 101, ENCINITAS, CALIFORNIA" LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S CONTRACTOR SHALL POST A SIGN
DE'SIGATDG THE WASHOUT LOCATION. `J
PREPARED BY GEOTECHNICS INCORPORATED DATED DECEMBER 22, 2005 RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO FRONT OF THE
PARCEL THEY ARE SERVING.
AND "ADDENDUM TO GEOTECHMNICAL INVESTIGATION REPORT, RE CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR CONSTRUCTION SITE ACC A.P.N.
258 - 161 -11
DESIGN GDUNOWATER ELEVATION PACIFIC STATION ENCINITAS STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICA r TON AND E VURONAfMML NOTES
CALIFORNIA' DATED NOVEMBER 19, 2007, " STA T ION. EN L UPDATE, LOCATION OF UTILITIES AND NOT.TFICATION OF COMMENCEMENT OF A STABILIZED CONSTRUCTION
SITE ACCESS SHALL BE PROVIDE FOR VEHICLES
WORK: E AND DGESS TO PREVENT TRRALKDG DIRT OFF SITE. THIS SHALL I
CALIFORNIA" DATED OCTOBER 26, 2007, AND "GEOTECHNIC 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS N/A SITE
ADDRESS
PACIFIC STATION, SOUTH COAST HIGHWAY 101, ENCINIT UPDATE NUDE USjRO MATERIAL IAL S AS GRAVEL AMC /OR CG,4gUSATED S TEEL (EXCLUDING
ANY EXISTING MAN MADE SLOPES) . 687 SOUTH COAST HIGWAY
A. SEWERS - ESD (760) 633 -2770 PANELS/PLATES.
AND GRADING PLAN REVIEW, PACIFIC STATION, SOUTH COAST ENCINITAS CA 92024
HIGHWAY 101, ENCINITAS, CALIFORNIA" DATED MAY 20, E008 SHALL 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 16.0 FT AND
THE
BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING B. GAS 6 ELECTRIC - SOG6E (800) 422 -4133 -DIG ALERT [NSTRLJCTICEN VEHICLES
MAXIMUM VERTICAL HEIGHT OF FILL IS 13.4 FT O N
SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND C. WATER - SDWD (800) 422 -4133 - DIG ALERT A SPECIFIC AREA AWAY FROM GUTTERS
AND STOR►DRAIN SHALL BE DESIGNATED 3. A.) AVERAGE DEPTH = VOLUME OF CUT (C. F.) = 3.47' JOHN DEWAI -Q MANAGER
SPECIFICATIONS CONTAINED IN SAID REPORT. FOR CONSTRUCTION VEHICLES PAPKIhlx VLNICLE REFUELING,, AND ROUTINE OF CUT AREA OF CUT (S.
F. PACIFIC STATION PROPERTY LLC
D. TELEPHONE - SBC (800) 422 -4133 - DIG 4L ERT EQUIPMENT MAWRENANCE. ALL MAJOR REpADSS SMALL BE MADE ,)FF -SITE.
A DELAWARE •LIMITED LIABILITY COMPANY
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF B.) AVERAGE DEPTH = VOLUME OF FILL (C. F.) N/A
IBM FREDA LAM Z CARDIFF, CA 92007
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF E. CABLE TV - COX (BOO) 422 -4133 - DIG ALERT
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE EROSION CONTROL OF FILL AREA OF FILL (S. F.) 619.7092631
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN 2, CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 EROSION CONTRO MWT BE PROVIDED FOR
ALL EROSIVE SLRFACEs. SLOPED OWNER'S CERTIFICATE
CONJUNCTION WITH IMPROVEMENT PLANS. HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. ESTIMATED
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE PHONE: (760) 633 - 2770. SLFFACES ESPECIALLY SHALL BE PROTECTED AGADNST EROSION BY
INSTALLING IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO
GRADING. EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS ADEQUATE THESE PLC 45000 CUBIC YARDS EXCAVATION
(CUT)
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR r COVER VEGETATION AM SO ED
FIBER MATRIX. 0 CUBIC YARDS EMBANKMENT (FILL)
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED NO EXCAVATION AND GRADIG
ACTIVITIES AFE ALLC1hED DURING NET WEATHER. IT IS FLRThER AGREED THAT THE W03 (DEVELOPER) SHALL HAVE A
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLWED OR WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO FEGIST_iED CIVIL EAGDEER MAKE
SUCH OIANGESR ALIERATIODS OR 45000 CUBIC YARDS EXCAVAT. "ON (EXPORT)
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. REJECTION AND REMOVA.,, DiIERSION ODKES STALL BE CONSTRUCTED TO CHANNEL A MaFF AAOIND
THE AMMONS TO THESE PLANS WHIG THE CITY ENGDEET, G�ETERMITES 0 CUBIC YARDS REMrUfAL GRADING
RUCTION SITE. CONTRACTOR SHALL PROTECT CHAN4ELS AGADMST EROSION ARE NECESSARY D#MVE FOR AM DESIRABLE FOR THE PROPER COMPLETION
OF
6. THE DEVELOPER SHALL BE { U RBED S OR LONST
D THAT ANY MONUMENT OR USING PERMANENT AM TEMPORARY ERaOJION CONTROL MEASURES. ESTIMATE DOES NO
THE ��' N R' INCLUDE STRIPPINGS, UTILITY
BENCH MARK WHICH IS DISTl1RBED OR DESTROYED SHALL BE RE- SOIIwS ENGINEER P S CERTIFICATE .r
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER j TT+e.n.� E. Cer.A.ly A REGISTERED CIVIL ENGINEER IN TRENCH
VOLUMES OR ANY OVE.PEXCAVATION,
OR A LICENSED LAND SURVEYOR. E
THE STATE OF REMOVE EXISTDG VEGTATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER
OR REQUIRED BY SITE CONDITIONS
CAL A, LLY DOING BUSINESS IN THE FIELn OF APPLIED SOIL R EMOVE 1s SHALL BE C IN PHASES 10 AVOID LN ECE S SAR Y FFAA7VAL
7. THE CONTRACTOR SHALL DESIGN CONSTRUCT AND MAINTAIN ALL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND SrUO,' OF THE soli O= THE NATURAL GOURD
COVER. DO NOT REMOVE TREES OR SHRUBS GEOLOGIST HAS BEEMt WILL BE RETAINED TO SUPERVISE CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES
CCNRDITIORS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY LNvELESSARILY,' THEY HELP DECREASE EROSION. OVER ALL G AC
IVITY AND ADVISE OF THE COMPACTION ARE CORRECT PRIOR TO COMMENCEMENT OF WORK.
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE AND STAB TTY T SITE.
RESPONSIBLE FOR COMFORwTNG TO ALL LOCAL, STATE AND DIRRECTTON BETWEEN THE DATES IR 1� a AND R 3 CNN' COMPLETE
FEDERAL SAFETY AND REAL I'H STAN04RDS LAWS AND COPY Or THE SOILS REPORT C L FROM H TUDY, WITH MY TEMPORARY VEGETATION MUST BE PLANTED
ON SLOPES On M£FE CONSTRPUCTION FA,RTHWORK QUANTITIES ARE ESTIMATED FOR
REGULATIONS. RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF FHIE CITY IS NOT IMMEDIATELY PLAMED FOR EROSION CONTROL PLRAnSES. EROSION
SHALL PERMIT PURPOSES ONLY. (CALCULATED ON A
ENGINEEA ALONG WITH UPDATE LETTERS DATED OCTOBER 26, 2007, MAY 20, BE PREVENTED BY FLANTDG FAST- GROWDG AW-JAL AM PEp WIAL GRASSES
TO
B. GRADING AND EQUIPMENT OPERATT.VJ 1/2) WITHIN ONE -HALF ( 2008 AND ADDENDUM DATED NOVEMBER 13, 2007. FURTHERMORE, I HAVE SHIELO AM BBC
THE SOIL. THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY
�"y �
MILE OF A STRUCTURE FOR HUMAN OCCMJ,'A�I�Y SHALL NOT BE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE COMMENDATIONS
DATE DUE TO SHRINKAGE OR SWELL FACTORS) .
'MW UCTEO BETWEEN THE HOLM OF 5.'30 P.M. AND 7. 30 A. M. INCLUDED IN THE SOILS REPORT FOR THIS r ROJECT HAVE BEEN PLANT PERMANENT VEGETATION
AS SOON AS POSSIBLE; ONKF FXCAVATION AND PACIFIC NATZON PROPERTY LLC 7MEDIAL GRADING QUANTITIES AR,r NOT ABLE TO BE
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. INCORPORATED IN-THE GRADING PLANS AND SPECIFICATIONS. WE G3ADIMAi ACTIVITIES ARE COMPLETE.
Aw&bL LIMITED LIABILITY uLWANY DETERMINED. REFER TO Sn t S REFuRr FOR REMOVAL
j G5MTT, M&4T�0.SOIL�OR1 T ''RTE. 1855 RNE LA CARDIFF, CA 32007 AND ..COMPACTION DEPTH
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL '. 'REGFIDING WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. 619.7092631
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE SIGNED. d "_ - .-
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS NO Z TNGINEER, ON-SZTE CONSTRUCTION MATERIAL STORAGE
,� *m
GRADING CONTRACTOR AND PERMIT I JE. THE PREGRADE MF ^ NO
TING RCE -.: 9-" i; T 7 J AEG ?VD
SHALL BE SCHEDULED WITH THE CITE AT LEAST 48 ''OIIrI: J "tf STOREiPWTERIALS SHALL SECURE E CGVTAMM DV A SECURE PLAr;E TO PREVENT
SEEPAGE STATEMENT OFENGDUTR OF WORK
ADVANCE BY CALLING (760) 633 -2770. EXP. DATE: �> '` AhL' SPILLAGE. CONTRACTOR SHALL STORE THESE PFMCiJ *c RE THEY WILL
LkC NuwQ Ne s SFiAY'DRY OUT OF 17 RAIN. (ONTRACTOP SMALL PROVIDE SECONDARY (XJNTADMIN 'T 1HE U NDE RS IGNED ENGDEER
AGREES THA THE WORK PERFORMED SDUN.S D. BY THE _ ;AN DIEGO REGIONAL .,, �+MDAFRD OVA.. 'INGS
:J. PRIOR FO HAILING DIRT OR CONSTRUCTION MATERIALS TJ ANY X45 AB;4V -lTM AGA& 6TE dmss 1 11531 bI X$1 �°� t '� � i FOR ALL FUEL STORED
ON -SITE. ENSICEER SHALL COMPLY WITH THE GENERALLY ACCEP,-^ STANDARDS AM
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE - PRACTICES OF THE ENGZWEER'S TRADE OR PROFESSION. THE ENGINEER
PROPERTY BOUNDARY
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE }WRmM[TA, CTAoli%t" � * FURTHER AGREES THAT THE WOW WOW PERFORMED
HEREIN SHALL BE IN -
CITY EN FOR THE I ROPOSED HAUL ROUTE. THE D:VELOPE (151) 461 1 1L� '� IV ELIMIMIE OR REDUCE POLLUTION OF STORMWATER FARM STOCKPILES
KEPT ON -SITE, ACCORDANCE WITH THE FILES AND REGULATIONS REQUIRED BY THE CITY PROPOSED CONTOURS
C K�O 9 90ESS /0 STOCW11 ES MAY DMI SOIL, PARING MATERIALS ASP HALT COV�TE; AGGREGATE OF ENCINITAS. ii,E ETvGIhEER AGREES
THAT ANY PLANK}ECC OR REVIEW 2 � -
SHAL W R
CITY ENGINEER MAY IMPOSE WITH REGARDSTO E HAUL : NG 1rLlrs. No 1081A6 ��o Q PN Yoo 9 � F2 FL� A STO�iADN DBE S. BE LOCA TED S AWAY FROM
9ALL BE CONCE NTRATED OR � TED �� BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC EXISTING CONTOLFIS
OPERATION. �- F WITH
No.68698 `y c ENTITY FOR 77 PLANS PREPARED' BY THE EhGDEER IS NOT A
9 m SOIL STABILIZATION MEASLES D S A INS. D WITH A TEMPOFLWY SEDDENT DETERMINATION BY THE CITY OF ENCINITAS O=
THE TECHINICAL
W Z
11. INP� 'N FINAL COMPLETION OF THE WORK UNDER THE Gr DING NPDES STATEMEZVT /, PFCML � AT ALL TD�ES PROPOSED
EASEMENT
�` SLFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE
,IT BUT PRIOR TO FINAL G.OADINJG APPROVAL ANO,/OR FINAL clq� EX P DOES NOT RELIEVE THE Eh' L*ER' OF RESPONSIBIIITY rJR THE
PLANS
RELEASE OF SECURITY, AND AS- GRADED CER i ON -HALL BE WDID NO: 9 37C350379 CNI� �� OP DESIGN OF IMPFOVEMETVTS P
A"F D THEREON. PROPOSED PAD
6RMI � THE ENGINEER AGREE TO
PRCVI�FD STATING: "THc laAvulNC 'WDER rRM1IT h :18 -G �OFCAUF� CONTRACTORS' EMPLOYEES *V PERFORM CONSTRUCTION IN TI = CITY OF DAMNIFY
AND HOLD HIlARLEG- I CITY OF ENCINITA; AND ITS
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WIIH T:-lE DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH . Ll ENCINITAS SHALL BE TRADED TO FAMILIAR
WITH THE CITY OF ENCIN.L, 'S D GEN ICERS, ATS A EMPLOYE_3 4& PROPERTY OAMAuc OR BODILY EXIST_:; t „E OF PAVEENT
APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED STATE WATER RESOURCES CONTROL BOARD (SWRCB) ORDER N0. 99- -D STOiMWATER POLLUTION CONTROL
REQUIREMENTS. THESE BMP NOTES LAAPY ARISING SOLELY FROM THE NEGLIGENT ACTS, EARO 4 OR
AS - GRADED PLAN ". THIS STATEMENT SHALL BE FOI Lo i l,t (N. P.D.E. S. GERIJERAL PERMIT N0. CAS000002), HASTE DISCHARGE SHALL BE AVAILABLE TO
EVERYONE WORKING ON SITE. TNiE PROPERTY OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OH EMPL OYEES LEIVTERLDE
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES REQUIREMENTS FOR DISCHARGES OF STORM WATER RUNOFF ASSOCIATED WITH 0*ERIS) AND THE PRIME CONTRACTOR
MUST INFORM SUBCONTRACTORS ACTDG WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT
SWH GRADING OPERATION. CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A STORM ABOUT STONWATER REQUDEMONTS AND THEIR? OWN RESPONSIBILITIES.
AND ARI:;M OUT OF THE NOW PERFORMED BY THE ENGINEER.
WATER POLLUTION PREVENTION PLAN (SWPPP) AND A MONITORING PROGRAM 21 FILL SLOE MAX.
12. AIL GRADING SHALL BE INSPECTED AND TESTED by A QUALIFIED PLAN SHALL BE DEVELOPED AND IMPLEMENTtO CONCURRENT WITH THE WASTE MANAGEMENT
SOILS ENGINEER OR UNDER HIS DIRECTION, HE SHALL IN`, ECT COMMENCEMENT OF GRADING ACTIVITIES AND A COMPLETE AND ACCURATE
21 CUT SLOPE MAX. AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF TILLS NOTICE OF INTENT (NOI) WILL BE FILED WITH THE ;NRCB. A COPY OF CONTRACTOR
SHALL BE RESPONSIBLE FOP PAR". tRLY DISPO.ING OF ALL 'WASTE= BY.'
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL THIS PROJECT SHALL BE FILED WITH CITY OF ENC.LNITAS WHEN RECEIVED; AM UNUSED CONSTRUCTION
MATERIALS. DUNPTIG I a J OR WASTE No. 6
W. J TIER ^ EXISiD,7 WATER MAIN -
AT- -�
IT SOILS REPORTS AS REIXII,.EO AND WILL GETERM "NE , _ FLIRTHFR A COPY OF THE COMPLETED N07 FROM THE SWRCB 3HOMINF THE PRODUCTS ON THE GOUvO,
Ill•ETE WATER CAN :ABBY 11•EMR INTO THE WE No.
JT rABILITY OF ANY FILL MATERIAL. UPON COPPLL , OF PERMIT NI 'MBER FOR THIS PROJECT SHAT I RE FILE J WITH FHE CITY OF C GNV .YAhCE SYSTEM IS
STRICTLY PROHIBITED.
GESSf ELISION! WATER MAIN g-
GRAVING OPERATIONS HE SHALL STATE THAT OBSERVAT. JN. AND ENCINITAS WHEN RECEIVED. PASCO EEG IhG DMr
TESTS WERE MADE BY HIM OR LM'')FR HIS SUPERV rSION AN'' THAT NO SEEPAGE FROM DL,NPSTERS 94ALL BE DISCHARGED INTO STORWVATER. 535 N.
COAST HIGWAY 101 J115TI,y `Y
7P" VTS O>PINTOK ALL EMBANKMENTS AND EXCAVATIONS WE E IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNERS) OF ANY BERMRS/DDKES :MALL BE PLACED
AR OL#v DUMPSTERS TO DIVERT THE NATURAL SCXANA BEAK! CA 92074 PROPOSED SEWER SERVICE S
CONSTRUCTED IN ACCORDANCE WITH TI# APPROVE�J 6RADIN3 PLANS PORTION OF THE PROPERTY GOVERNED BY THIS GRADING PERMIT NO. 9057 -G, STGRPRM fF. DLNPSTERRS
94 At1 BE CHECKED FlEOUCNTLY FOR LEAKS. .�:� �'''
AND THAT ALL - EMBANKMENTS AND EXCAVATIONS A.;E ACCEPTABLE FOR AND BY SWRCB ORDER NO. 99- 08 -OWG, AND ANY SUBSEQUENT AMENOMFNTS DLNPSTER LIDS SHALL
REMAIN CLOSED AT ALL TIMES. DUMPSTERRS WITHOUT PE 1409 A ' PROPOSED WATER SERVICE (Soho p 2U W
THEIR INTENDED USE. THERETO, SHALL COMPLY WITH SPECIAL PROVISION AS SET FORTH IN LIDS SHALL BE PLACED WITHIN STRPUCTUES WITH IMPERVIOUS
, -WM OR " _ No. 6B96A ", �.'� M/ CATHODIC PROTECTION
SECTION C.7 OF SWRCB ORDER N0. 93-08 -DWG. COVETED WITH TARPS IN r ER TO AVOID RUIN '1fWTACT WITH ANY TRASH Esp.
12/31/09
+7. THE CONTRACTOR SHALL PROPERLY GRADE ALL E` '4VATtV MATERIAL. {r x} LIIITS C, GRADIG L
JURFACES TO PROVIDE POSITIVE DRAINAGE AND ' REVENT POND.LNG IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID WITH AND IMPLEMENT REQUIREMENTS OUTI TNNE WITHIN THE CALIFORNIA MANY CONLSTR ucuoN MATERIAL$
DNCLLDDG SOLVENTS WATER -BASED PAINTS CIVIl� _y
DAMAGE TO ADJOINING PROPERTIES OR TO ,'INIr AFD WORK ON THE COASTAL COMMISSION COASTAL PERMIT Nu. 00 -251 VEHICLE FLUIDS ND BROKEN ASPHALT
A CONCRETE, WOOL AND CLEARED ¢ DRAINAGE DDECTIOV
SIT, AND SHALL TAKE REMEDIAL MEASURES TO F R' �ROSIONV VEGETATION CAN BE RECYC LED. NON- RECYCLABLE MATERIALS MST BE TAKEN 1ENT
/ PAVE gPOSEp RXX pAVE FINISH
OF FRESHLY GRADED AREAS UNTIL SUCH. TIME AS PERMANENT TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARI "IS WASTE. FOR
P
DRAINAGE AND ERO:;ION CONTROL MEASURES HAVE BEEN DFFOiMATION C1N DISPOSAL OF HAZARDOUS MATERIAL, CALL iL HAZAROOLRS
PLC OVER CTID FIN S H DUCE MIND4JMU
INSTALLED. DA FO RDER FREE AT (ID (7 195. FOR INFCTRM�TICNI CTN LANDFILLS PROPOSED DRIVEWAY APRON PER
G-14
BY: TE 1 AND TO O RDER Dl L$F NPSTERS CALL EDC AT ti A T (760) 436-4151.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED T 1'' BE FILLED AND
FILL SHALL BE PLACED M OCCOaD4NCE WITH StAMARD WALLS POLLUTANTS STALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND
SPECIFICATIONS. ALL VEGETABLE MATTER AND ) PA IC STATION PRO?pERTY L! C
9..LFCTIOWABLE A MARE LDMIIED LIABILITY COMPANY RECYMDE RECEPTACLES ARR MD THE SITE. - EXISIThG BROMI DITCH'
MATERIAL SHALL BE REMMVED BY THE CONTRAc TO.P FROM THE 1 , FRED FREDA LANE CARDIFF 92007 _
SURFACE UPON WHICH THE FILL IS TO BE PLACE). LOPSE FILL 619 31 PORTABLE TOILETS MIDST BE IN GOOD WORK176 ODDER AND DECKED FEQLENTLY
-- PROPOSED 4' PVC DRAIN PIPE
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM FOR LEAKS. CONTRACTOR NTRACTOI STALL PROVIDE SECONDARY CONTAIMNENT AND
- - - - - - - -
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO LOCATE PORTABLE TOILETS AWAY FROM STORMOR,AIN INLETS ON PERVIOUS
A DEPTH OF 12 INCHES AM THEN COM^ ACTED TO A MINIMUM OF 90 J7lEET VIDEX SURFACES. BCaaTAS PROPOSED 12" PVC ORADN
PIPE - _ -
PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO e
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT i) TITLE SHEET ALL CONSTRICTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET,
PROPOSED 18' PVC GRAIN PIPE - -
?� ROUGH GRADIG 6 TEMPORARY (CONSTRUCTION DEMATERIG PLAN GUTTER � �
ACCORDANCE WITH SPECIFICATIONS. 3) PLAZA L1:VEL LPADWLE PLAN AND STORORAIN. CONTRACTOR MUST ROUTDELY CHECK AND CLEAN Lp MATERIAL
PROPOSED FETADVIG WALLS PER PLAN
4) DRAINAGE PLAN FOR ( -V PAAKDG LEVEL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. 3
15. CUT AND FILL SLOPES SHALL BE CUT AND UN 5) DRAINAGE TO FINISH PLAN FOR ( -2) PARKING LEVEL GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM
CROSS E SANDIEGUITO E E F NON - EXISTENCE DISTRICT" NOTES PROPOSED MOOD=IED TYPE F" CA TCH BASIN
6) DETAILS AND SECTIONS Z D ,,,
SECTIONS. T SLOPES OR EXCAVATIONS AND I E BY TAILS AND SECTIONS 1. 7) DE REVIEW O- THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES
NOT E E sr PROPOSED TYPE B" CUE IM ET
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE 8) EROSION CONTROL CCINDSTITUTE REPRESENTATION AS TO THE ACCURACY OF THE LOCATION
❑
ENGINEER OF F WORK TON LEFT OT A NEAT AND ORDERLY 9) TEMPORARY SNO RING GENERAL NOTES OF OR THE EXISTENCE OR D OF, ANY L�RGROLND
_ _ O
CONDITION. ALL STONES, ROOTS AMC OTHER WASTE MATTER ,
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE 10) OVERALL TEMPORARY SO UTILITY PIPE OR STRLCTLFE WITHIN THE LIMITS O= THIS PRIXECT.
RIG PLAN PROPOSED TYPE A• CLEANC)UT
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED 11) NORTH TEMPORARY S O RDG WALL PLAN AND ELEVATION 2. ALL EXISTDG FACILITIES WHICH 94Y
AFFECT FINAL DESIGN( I.E. �� M F
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN 10 EAST TEMPORARY SO ND RDG WALL PLAN A ELEVATION LINE CROSSDMS, LINE PARALLELIG
OR PROPOSED CONECTION
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CRADIlYG NOTES '' - IV07 TCA77ONS STORMWATER POUMONCONTROL BW NOTES SDWD N07W COIV71NLTF .. - GAL D ESCRIPTION -- -
-M
1. ALL WORK SH ALL FOR PUBLIC KORKS E DONEJN ACCORDANCE KITH THESE PLANS, S. ME EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES R 77VE
70 CONSTRUCTIONA ,I• UTILITIES Td MAfNTAIN MINIMI�IM 5-FOOT SEPARATION WHEN
�
E __ AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A PORTION OF PARCEL !D Or PARCEL MAT' 32092 RELIED
bTAY
THE STANDARD S
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE SEARCH OF AVAILABLE RECORDS._ TO THE BEST - OUR -CONCRETE WASHOUT PARALLELING
WATER SERVICES. 6 1982 IN BOOK OF PARCEL MAPS AT PAGE 12092 RECORDED
C ON THESE PLANS, HOWE IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS T
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL !KNOWLEDGE THERE ARE VE EXISTING UTILITIES tKCEPT AS SHOWN . _ LfSH AND USE AN ADEQUATELY
SIZED CO E MR77ONTAL` SEPARATIM CF 1, / FIFE kXFANIS COUNTY AND LOTS 4 AND 5 IN BLOCK 60, ENCINITAS IN TW
O
ANY VER: CONTRACTOR SHALL�Sr A[3 NCRETE AND �,EE VAULTS CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF
rJ
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY WASLOUT AREA TO CXNVTAIN WASHOUT WASTES ON SITE. ;T IS ILLEGAL TO CALIFORNIA.
ACCORDDVG TO MAP THEREOF N0. 14Q FILED IN v
BEQUEST FOR INSPECTION. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MASH CONCRETE, SLURRY, MORTAR, STUCCO. PLASTER AND THE LIKE INTO
6. ALL FNlTER SERVICES TC BE THE OFFICE OF TIE ( IE�R OF SAN DIEGO CQWTY. -'
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. Qg7R OF DRIVE �,ric 1H8
3,
2. THE SOILS REPORT TITLED - SEOTECHNICAL INVESTIGATION, THE LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S CaNTRACTOR SHALL POST A SIGN
DESIGNATING THE WASHOUT LOCATION. AND ALL OTHER TRAVELED WAYS. MATER METERS MET BE IN
TOY FACTORY, SOUTH COAST HIGHWAY 101, ENCINITAS, CALIFORNIA' RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILirY TO C FRONT OF
ThE PARCEL TICY ARE SERVING•
PREPARED BY GEOTECHNICS INCORPORATED DATED DECEMBER 22, 2005 CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR CONSTRUCTION SITE ACCESS
AND OADDENDUM TO GEOTECHNICAL INVESTIGATION REPORT, RE: STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICA ETON AND fWMONM NO1 -
- -
:DESIGN GROUNDWATER ELEVATION, PACIFIC STATION, ENCINITAS, LOCATION OF UTILITIES AND NOTIFICATION OF CONNENCEAENT OF A STABILIZED CONSTRUCTION SITE
ACCESS 54ALL BE PROVIDE FOR VE7fIl^LE5 -- �
CALIFORNIA' DATED NOVEMBER 13, 2007, 'GEOTECHNICAL_UPDATE, fdIOHK EGRESS AND INGRESS TO PREVENT TRALKING DIRT OFF SITE. THIS SHALL I
S. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS NIA
PACIFIC STATION, SOUTH COAST HIGHWAY 101, ENCINITAS, NMUDE USING MATL91AL SUCH AS GRAVEL AWOR CQR<1GATED 57FZL (EXCLUDING ANY
EXISTING MAN MADE SLOPES , 687 SOUTH COAST HIGHWAY
CALIFORNIA" DATED OCTOBER 26, 2007, AND 'GEOTECHNICAL UPDATE A. E,SQ (7501 633 2770 P6L�lEL,SIPLAIES.
ICDVI
--- - EATAS H�i
CA "4
AND GRADING PLAN REVIEW, PACIFIC STATION, SOUTH COAST Z.. THE MAXIMUM VERTICAL DEPTH OF CUT _IS 16.0 FT AND THE
_
HIGHWAY 101, ENCINITAS, CALIFORNIA DATED MAY 20, c00B SHALL B. GAS G ELECTRIC - SDG&E (800) 422 -4133 DIG ALERT lMTRUC:TION VEHICLES
MAXIMUM VERTICAL HEIGHT OF FILL IS 13.4 FT 1 `
-BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING - OR PERD/IITTEE (�+
SHALL BE DONE IN ACCORDANCE KITH THE RECOMMENDATIONS AND C. MATER' FWD (860) 422 -4133 - DIG ALERT A SPECIFIC AREA AWAY FROM GUTTERS
AND STORMORAIN SHALL BE DESIGNAT 3• A,) AVERAGE DEPTH . VOLUME OF CUT (C.F.; m 3.47' JOHN DEWALO i LM
GRECIFICATIONS CONTAINED IN SAID REPORT. - FOR CONSTRUCTION VEHICLES PARKING VEHICLE REFIELING, AND ROUTINE OF CUT AREA OF CUT
(S. F.) PACIFIC STATION PROPERTY LLC
A DELAWARE LIMITED LIABILITY COMMY
J. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF D. TELEPFJDINE - WC (BOLT) 'f22- 1133 - 07G +ice EQUIPNEIVT MAINTENANCE. ALL MA.10R
REPAIRS SHALL BE MADE t1FF SITE. S.) AVERAGE DEPT/ • VOLUME OF FILL (C. F F. • NIA 1855 FREDA LAIN CAWIFF. CA 82007
SIZES, 1„OCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF
IMPROVEMENTS WITHIN _STREET _RIGHT -OF -WAYS. _SEPARATE E. CABLE T V r COX (L�DOl 422 - 1333 - DIG ALERT OF FILL AREA OF
FILL (S. . 619.7062631
EROSION CONTROL
F.)
.APPROVALS AND PERMITS FOR 'THESE SHALL BE REQUIRED IN R. CONTRACTOR SHALL NOTIFY TH CITY fMBINEER S OFFICE 4a
'
CONJUNCTION WITH IMPROVEMENT PLANS. EROSION CON /TROD MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPID OW NM � ►? �"� '+
STIMAT D EARTHWORK U '
HOURS PRIOR TO BEGINNING ANY KOAK ON THIS PAO.AECT. S ESPECIAL SHALL BE PROTECTED AGAINST EROSION BY DETALLIA(G
Q ANTTI7ES
!. WRITTEN PERMISSION SHALL 6E OBTAINED FUR ANY OFF SITE P1J0NE (7b0) b33 -2770. FA P IT 35 ASREED TFi4T FIELD CONDITIONS
MAY IEMME CHUMS TO {LL '
GRADING. EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, AW,&VATE TH#SE VEGETATION AND BONDED FIBER MATRIX.
R�.". 45000 CUBIC YARDS EXCAVATION (CUT)
8 CONTRACTOR SMALL TAKE Any NECESSARf' PRECAt1TI0N5 RE[if?IRED 3• THE CONTRACTOR SHALL 45IVE P4 HOURS NOTICE ON CALLS FOR FoUM COVER
D CUBIC YARDS EMBANKMENT (FILL)
INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED - IT IS FURTHER ABED THAT THE OMMER WYELMM SHALL HAVE A
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. -WITHOUT BENEFIT OF INSPECTION !DILL BE SL06EL7 TO -PC EXCAVATION � GRAOM ACES � SOWED DURING
NET WEATHER. - GIST• RED CIVIL ENGINEER MAKE SUCH CHANGES ALCERATIONS OR -45000 CUBIC YARDS EXCAVATION {EXPORT) -- - -
ANYTHING DAMAGED OR DESTROYED SHALL BE REPL7 OR - REJEC TION AND REMOVAL. ADDITIONS TO THESE PLANS WHICH THE CITY ENGINELHr
JETERMIrES
REPAIRED TO CONDITION €XISTIAIG PRIOR TO GRADING. MES 9W-L 1E CDNSTR[R'IED TO CHMYEL AUEFF ARDuo 7If` 0 CUBIC YARDS
REMEDIAL GRADING '
CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION NECESSARY FOR AIyQ DESIRABLE FOR TfE PEER ( TIGaOF
B, NCH MARK DISTURBED SHALL
ENT RE- SOILSENGIlVEER *SCLRMCATL IMPROVEMENTS
WING PERMANENT AND TEMPORARY ERO.;1ON CONTROL MEASURES. W ESTIFfATE DOES NOT" IFICLUDE STRIPPINGS, UTILITY
TRENCH VOLUMES OR ANY OVETEXCAVATION, .r
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER I, T'ti. -..j B. e..,..�y A REGISTERED CIVIL ENGINEER IN THE STATE OF REMOTE EXISTDVG VEGETATION
OILY *HEN ABSOLUTELY WCES'SARY. LAMM EG REQUIRED BY SITE CONDITIONS =3
OR A LICENSED LAND SURVEYOR. CALIFORNIA. PRINK PALLY DOING BUSINESS IN THE FIELn OF APPLIED SOIL PRO;lECTS SHALL BE CONDUCTED IN PHASES TO
AVOID UNNECESSARY PEAIOVAL I HEREBY CERT - IFY THAT A REGISTERED SOILS ENGINEER OR
7. THE CONTRACTOR SHALL OE5YSN, CONSTRUCT AND MAINTAIN ALL GEOLOGIST HAS EN R WILL BE RETAINED TO SUPERVISE
M ECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUD r' OF THE SOIL OF THE NATLRZ4L GROUND COVER. DO NOT REMOVE TREES L1R SHHRI.@S
QQ CONTRACTOR SHALL lATISFy SELF THAT ESTIMATES_
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY UM�ECESSARILK THEY HELP !]CREASE
EROS OVER ALL G G ACTIVITY AND ADVISE OF THE COMPACTION ARE CORRECT PRIOR TO COMMENCEMENT OF MORK.
RESPONSIBLE FOR CONFORMTNG TO ALL LOCAL, STATE AND DIRECTION BETWEEN THE DATES 0/1-7/0 AND /a >� .. C� COMPLETE AND STAB
TTY F THREE SITE.
FEDERAL SAFETY AND AEALth STANDU= LAWS AND COPY Or THE SOILS REPORT COMPILED FRAM HT IS STUDY, WITH MY TEMPORARY VEGETATION MUST BE PLANTED
ON SLOPES OR WHERE CONSTRUCTION FARTHWQRK QUANTITIES ARE ESTIMATED FOR
REGLIL ATIONS RECOMMENDATIONS, HAS BEEN SUBMITTEL) TO THE OFFICE OF THE CITY IS NOT IMMEDIATELY PLANPED FOR EROSION CONTROL PURPOSES. EROSION
SHALL PERMIT PURPOSES ONLY. (CALCULATED ON A
- ENGINEER, - ALONG WITH UPDATE LETTERS DATED OCTOBER 26, 2007, MAY 20, BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PEREMNV qL r,Rd4.SFS
TO -THEORETICAL BASIS. ACTUAL QUANTITIES MAY MARY B. GRADING AND EaUIPMENT DPSATLV„ WTTHTN ONE -HALF J12) 2008 AND ADDENDUM DATED
NOVEMBER 13, 2007. FURTHERMORE, I HAVE SHIELD AHD_ BIND THE SOIL.' �-ylo DUE TO SHRINKAGE aR S W ELL fACT�
I r
STILE OF A STRUCTURE FOR HUMAN OCLJ, A. ry SHALL NOT 8E REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE {�COMNENOATIONS ./OhrV
� ��
CONDUCTED BETWEEN THE HOURS OF 5: 30 P. M. AND 7: 30 A.N. INCLUDED IN THE SOILS REPORT FOR THIS hRClJECT HA VE
BE EN PLANT PEgNAAENT VEGETATION #S b! AS FOSStg t; Q�CF FA(GIYAT�I AAO PACIFIC PATE ATICIN PROPERTf' LTC r'.FMEDIAL
GRADING 9UANTITTE5 ARE NDT ABLE TO BE
NOR ON SATURDAYS H� ' NOAYS AND CITY M&iIZEQ HOLIDAYS. INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. JsiE GRA ACTIVITIES ARE C�'LEIE.
" A DELA LIMITED LIABILITY be*PANY DE TERMINED. REFER TO Sn,i S REPORT FOR REMOVAL
_ - - - - E ATF.L�SQIL'QiY TE. .
- - X855 FREDA LAW CARO,IFF. CA 32007 - - __ - -MAID .. _ COMPACTION DEPTH
6. HNO GRADING OPERATIONS SHALL COMMENCE UNTIL /..^RECAP -DOING : - -- j - � , JVATER USAGE FOR DUST [XXJTROL �H!ALL @E MIHIMIjF.Q. �
'. 21.q.7Qg,2E31
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE �' - •__`,
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, 6IQfyEQ - FE SSL - ON -SITE CONSTRUCTION MATERIAL STORAGE
GRADING CONTRACTOR AND PERMITiLE. THE PREGRADE HEFTING RCE NO.: r W HIM
°s7 Q� 0
�
.a:
(HiNALL BE SCHEDULED WITH THE CITY AT LEAST 48 46% .d �, a Al 'TDFED ALCTER7ALE 9U LL 'SE CWAMD TN A SECURE PLAN Tn PREVENT SEEPAGE STA77MN7
OFEN(;1N7 ER OF WORK z
ADVANCE BY CALLING -(760) .633-2770. EXP. DATE• it lD y y $ AM' SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCis MtvRE THEY
WILL THE UNDERSIGNED ENGDVEER AGf,LFEB THE,' THE *SIFTS P�ORAED By THE SDAD
S,
JAN Q.TECZQ FIEGIIIVAE aomaNO M aRAi:aas
c'3 STA OUT OF.TIw RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONNTAIWM T
C ENGINEER SHALL COMPLY WITH T
1531 QATf . L
t0. PR
TD H ONSTRU DIRT OR E WI THI N THI MATERIALS TQ ANY �p 6 . o � pa.'
L]°f IC PRACTICES OF THE ENGIMEEERS TRADE OR PROFESSION. SHE ENGINE PROPERTY BOUNDARY
_
./ I"1/',.1'1 !'.T � I A^J ���� 5T rs r' "� FOR A STCTD M� - J11G. _ HE GENERALLY ACCEP, STANDARDS
AND
f'
PROPOSED CONSTRUCTION SITE NI THIN THIS PROJECT THE FAIN AIEEO, (�A�L'�4L rvRLvtjA�agZSl.i « * ✓���\ FURTHER AGREES THAT THE
WORK PERFORMED HEREIN 94ALL BE IN
ITY HE 1AOPOSED D E ay�i� yH,�'AM t;'�7 civi �� f �DMIk41E d4 f�UCE 1�[LtfTldtl OF S7tiFiMMA7Ef� PAGM 51CK7t'PILES ifEP ONt -527F.
ACCORDANCE WITH THE RLLES AND REGULATIONS REQUIAED BY 77-E CITY PROPOSED t1711VTOlARS
QF C�kiv Q R ESB /0
of STOCKPI ES MAY INCLUDE SOIL, PARING MATERIAL$ ASPHALT CONCRETE AGGREGATE OF ENCINITAS. _ oiE ENGINEER AGREES THAT ANY PLANCHECK
OR REVIEW -�
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE a BASE, Ell'. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWAI7A
'- ,ITY ENGINEER MAY IMPOSE -JUTM REGARD TO THEE RAULMG Iy &�6 S. ►Ja• «�� �Q� PN �"i FLOWS AId7 STOAMDAAIN INLETS. STOCKPILES
SHALL BE COVER.'D OR PROTECTED ENTITY FOR THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC XISTING �yTQ
2PEHATCOPI. W -�_ � �� �. �. m WITH SOIL STABILIZATION MEASURES AID PROVIDED *17H•1 A TaAWORARY SEDDENT ENTITY OR THE
PLANS PREPARED BY THE ENGINEER I NOT A
BARRIER AROM I E PERDETER AT ALL TIMES. DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHINICAL` -- FFZPQSEQ
EAS54ENT
M tlPi N FINAL COMPLETION OF THE KORK UNDER THE Gr DING i�r .;
�� ES STAia:lv � Q � � �s r 1_. SUFFFICIETCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT t EREFORE
T1 SPE TAT• �Iu H�7 - DOES NOT RELIEVE THE SM-1WER OF RESPONSIBLIITY rOP THE PLANS a ,
HMIT BUT PRIOR TO FINAL G,'IADIHG APPROVAL AN # /OR FINAL
��iiEE , it
• RELEASE OF SECURITY, AND AS- GRADED CER , 'iFICA) ;ON SHALL BE *DID MO 8 37050-FM - � � CivI� ��' � - OR DESIGN OF IMPROVEMENTS
P "`� -HEREON. THE ENGINEER AGREES TO PAD 3
PRLVIPFO STATING: 'TW bRvuING 'NVLSER t~ RMIT h +. 71B-G �OFCALI ClAVTRACTORS EWLOYEES NC PEAFDAM C067RUCTIO-N IN Ps CITY OF
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WI1,1 -CIE OF THIS PROJECT SIfiALL Y NTTH .{• < INDE Y AND HOLD HARMLEB �
FROM PROPERTY O ZM CITY OF ENCINITA; AND ITS
COMP[ SILL ENCINITAS SHALL BE TR41NED TO FAMILIAR WITH THE Ct � Y OF ENCINi, 'S OFFICERS AGENTS AND EMPLOYE_3
OCIST•.: i V
' � OR BODILY CAGE OF PAVP_7�ENT
}
APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED + STATE WATER RESOURCES CONTROL BOARD (SWRCB) ORDER NO. 99 -08 STORMWATER POLLUTION CONTROL
REQUIREMENTS. THESE BMP NOTES 11 INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS ; EAROfi� OR --- --- -- - - - --
AS- GRADED PLAN ". THIS S 1 ATEMENT SHALL BE FOLLOWED B',' W4 (N. P. D. E. S. GERNERAL PERMIT NO. CAS000002) , WASTE DISCHARGE SHALL BE AVAILABLE
TO EVERYONE WORKING ON SITE. THE PROPERTY OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OH EAR OYEE'S �
ABOUT ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND E1WLgWe4T _
DATE AND SIGNATURE OF THE CIVIL ENGINEER MHID CERTIFIES REQUIREMENTS FOR DISCHARGES OF STORM WATER RUNOFF ASSOCIATED MYTH OWNER (S) AND THE PRIME
CONTRACTOR MUST INFORM INFORM SUBCONTRACTORS � AFLI,rIAIG Q!!I � DE k�K �� BY ltl ��.
&4>i GRADING OPERATION, CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A STORM AT CTMwUTER lEQUBWAENTS AND OW RESF106197LITIES.
21 !FILL SLOPE MAX
MATER POLLUTION PREVENTION PLAN (SWPPP) AND A MONITORING PROGRAM
92. AI L GRADING SHALL BE INSPECTED AND TE'STE'D by A 9UAtIFIED PLAN SHALL BE DEVELOPED AND IMPLEMENTtD CONCURRENT KITH THE HMASIF MANAGEMENT
w, • - -�
SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INc' ECT COMMENCEMENT OF GRADING ACTIVITIES AND A COMPLETE AND ACCURATE
rj CUT BLOW _
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF tILLS OTICE OF INTENT (NOT) HILL BE FILED WITH THE CWRCB. #COPY OF CONTRACTOR SHALL BE RESPONSIBLE
FOR PRY'. �Y DISPO,PC OF ALL HASTE BY:
- -_ -.AND BACKFILLS AND COM ACTION OF TRENCHES. HE SHALL HIS PROJECT SHALL NCINITAS WHEN RECEIVED: -AND UNUSED CONSTRUCTION MATERIALS DL# _
BE FILED WITH CITY OF . -- - -
E iNV k J OR WASTE- W. JUSTIN - - - - T - - - £XS X WATER MM .jr rABILITY
OF ANY FILL MATERIAL ---- --iV- W-
FURTHER A COPY OF THE COMPLETED N07 FROM THE SWRCB $HOWINF THE PRODUCTS ON THE GROUND, WHERE WATER CAN :ABBY !?1EhH INTO THE
, r SOILS REPORTS LL M ATER I AL AND WILL . UPON COA' 'NE • �: FERMI f NUMBER FOR THIS PROJECT SHAL ► 'RE FILE I WITH THE CITY OF CONY .YANCE
SYSTEM IS STRICTLY PROHIBITED, � Alo• ITER e '
•'1I (APLL PLC j OF
GRADING OPERATIONS HE SHALL STATE THAT OBSERVAT. � AND ENCINITAS WHEN RECEIVED. - _" ' _ PALiLb ENAi GESSI�
W� �S --S-
TESTS WERE MADE BY HIM OR UN' HIS SUPERV *SIO61 AN ' THAT 10 RMARE FROM` OUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. 535 N.
AST O ' ,)UST �q! ";t
IN� ADDITION. THE UNDERSIGNED AND SUBSE(,1UENT OWNER & ANY BERMS/DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL SOLANA
CO HIGHWAY 101 Q <c, ' ,1 I4r D SEWER - }�
ION, ALL EMBANKMENTS AND EXCAVA' IONS NE E __
-- �M�TJ f'TS OPIN TRUCTED IN ACCORDANCE WITH THE APPROVED GRADIN3 PLANS PORTION OF THE PROPERTY COVERED BY THIS GRADING PERMIT NO. 90E7�;� RUNOFF. OLN�STERS
SHALL BE CHECKED FREQUENTLY FORK LEAKS. S2O7! - _ - - - ��� �_.._ - --
AND THAT ALL EMBANKMENTS AND EXCAVATIONS A.IE ACCEPTABLE FOR AND BY SWRCB ORDER NO. 99- 08-OWG, AND ANY SUBSEQUENT AMENDMFNTS DUdPSTER LIDS SHALL
REMAIN CLOSED AT ALL TIMES. DLMPSTEPS WITHOUT
PE loos �^ Z PI DSED WATER SERVILE frD P ,�A) W C
THEIR INTENDED USE. THERETO, SHALL COMPLY WITH SPECIAL PROVISION AS SET FORTH IN LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS
:ROOFING OR was �•, Fn N/ CATHODIC PROTECTION
SECTION C.7 OF SNRCB ORDER N -0
0. 63- 08NG. COVERED WITH TARPS IN ORDER TO AVOID RAIN ;INTACT WITH ANY TRASH EM. 12/31/09 a
1'9. rW CONTRACTOR SMALL PROPERLY CRAOff ALL r !. IVATEO MATERIAL. �z >} UNPINS C OUDING � �
4
. dRFACES TO PROVIDE POSITTVE DRAINAGE 4ND 'WEVENf PONDIM IT SHALL ALSO BE THE CONTRACTOR'S RESPLNSIBILITY TO BE FAMILIAR
OF WATER. HE SHALL CONTR6L SURFACE WATER AND AVOID WITH AND IMPLEMENT REQUIREMENTS OUTI L WITHIN THE CALIFORNIA 94NY CONSTRUCTION MATERIALS, V41
LUDIN6 SOLVENTS, FMTE"ASED PANTS A� � OAATNAGE
DAMAGE TO ADJOINING PROPERTIES OR TO .'XNIr 4ED Wr1RK ON TN' COASTAL COMMISSION COASTAL PERMIT Nu. 00 -251 X VEHICLE FLUIDS, BROKEN ASPHALT AND
CONCRETE NOM. AND CLEARED OF CA11F
SIL AND SHALL TAKE REMEDIAL MEASURES TO F N�EVENi' EROSION VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN
PF'iDP05ED PL't" PAVEFENT/ FINI
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMAW.NT TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARL 'IS' NASTE. FOR
PLC OVER COMPACTED NATURAL GRADE MINIMUM) )
-', ,,
DRAINAGE AND ERQ_1ION COIL ROL MEASURES HAVE BEF1V DFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL 4-iF HAZARDOUS
jN TALLEQ. SAND HO TLINE TOLL FREE AT (800) 7114 -1195. FOR INFL�TMU LN LAh0r c _
Y.' CLINE l ORDER OIAMPSTERS CALL DCO AT L7� 435 - 4151. �. FR(FUSED DUTY AFFM PER S
14. ALL AREAS TO BE FILLED SHALL BE PREPARED T) BE F11 ANO WALD ANAGER
FILL SHALL BE PLACED iN ACCORDANCE WITH STANDARD NP3LLUTANS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND r
SPECIFICATIONS. ALL VEG�7ABLE MATTER AND 4 WARE LIMITED D LIABIl_I8JECTIONABLE P FIC STATION E A I C TY COW ANY _ ANY WYSLIL1Cz MZPTAaZS•
TIE �� �. � �'$!',
!( ATERIAL SHALL BE REMOVED BY THE CONTRAL TO.4 'FROM THE A LA
' 855 FiEDA LANE; CARDIFF CA 62007 PORTABLE TOILETS MUST BE IN 6odD W ORKING ORDER AND CHECKED FfEITIENTLY
SURFACE UPON WHICH THE FILL IS TO BE PLACE•T. LOOSE FILL =- Q 4 PVC GRAIN PIPE L - sssss.ss
AND ALLUVIAL SOIL$ SHALL BE REMOVED TO SUITABLE FIRM (519.7092631 FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND
WATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO iS T F..X t.00FTEE�TABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS
j FFAFV ED 120 PVC � PIPE
A DEPTH OF $2 INCHES AND THEN COM - ACTED TO A MINIMUM OF BO i1
PERCENT. T SHALL BE THE CONTRACTOR'S RESPONSIBIi -ITY TO 1) TITLE SHEET a FIRUMSED 98• PVC DAM PIPE
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT 2) ROUGH GRADING 6 TEMPORARY CCOfHBTAIETIfd911 OEF1AlERIACd PLAN( ALL CONSTRI1 rMN DEBRIS
SHALL HE KEPT AMY FROM rFF $TREE`? GUTTER �
ACCORDANCE KITH SPECIFICATIONS. 3) PLAZA LEVEL DRAINAGE PLAN AND STOAMDAAIW. C ONTRACTOR MUST ROUTINELY PECK AND CL}�IM UP MATERIAL -
p Rs P�Pp�Q �� MA/ I S PER FLAN MAY MVE 7MVELED AWAY FROM CONSTRICTION SITE.
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GRADING NOTES NOTIFICATIONS STORMWATER POLLUT70N CONTROL BMP NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES SDWD NOTES CONTINUED...
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A RF.LATNE TO CONSTRUCTIONACTIVITIES
LEGAL DESCRIPTION
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE 10' BETWEEN FIFE HORIZONTAL SEPARATION C THE
CO
SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR CONCRETE WAShQUT 4. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION
WHEN PORTION OF PARCEL 9 O PARCEL MAP 12092 RECORDED MAY
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL KNOWLEDGE THERE ARE NO EXISTING UTI ON THESE PLANS HOWEVER LITIES EXCEPT AS SHOWN
PARALLELING WATER SERVICES R 1982 IN B(TOK a< PARCEL MAPS AT PAGE 120512 RECOR
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM , . IN fhE OF F ICE BO OF UNTY RECORDER
(N SAN DIED)
SIZED CONCRETE
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY CONTRACTOR SHALL ESTABLISH AND USE AN ALE•QUATELY 5. MINIMaMR N HYDRANTS COUNT
Y LOTS 4 AND 5 IN BLOCK 60 ENCINITAS I N THE
REQUEST FOR INSPECTION. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY WAS H O UT UT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT
IS ILLEGAL TO AND SOGEE VAULTS CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF
2. THE SOILS REPORT TITLED "GEOTECHNICAL INVESTIGATION THE (MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES THE STS TER�CONVEY� S YST
EM PLASTER I � L IKE 0 6. ALL WATER SERVICES TC BE CLNSTFiUCTED CLEAR OF DRIVEWAYS IFOK�VIA ACCORDING TO MAP ThEFEOF Np. 14Q FILED IN
TOY FACTORY, SOUTH COAST HIGHWAY 101, ENCINITAS, CALIFORNIA" LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S CONTRACTOR 3-ALL POST A
SIGN DESIGNATING THE WASHOUT LOCATION. 7}E OFFICE CC THE RUNTY RECODER OF SAN J 7EG0 COUNTY, PREPARED BY GEOTECHNICS INCORPORATED DATED DECEMBER
22, 2005 RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO ALL OTHER TRAVELED MAYS. WATER AFTERS MUST BE IN Lk AE I2, 1883.
AND "ADDENDUM TO GEOTECHNICAL INVESTIGATION REPORT, RE: CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR CONSTRUCTION SITE ACCESS FRONT
OF THE PARCEL THEY ARE SERVING.
DESIGN GROUNDWATER ELEVATION, PACIFIC STATION, ENCINITAS, STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AAD /OR CORRUGATED STEEL
(EXCLUDING ANY EXISTING AND���tp *�.�.� NO , S ,. A.P.N, 258- 161 -11
CALIFORNIA" DATED NOVEMBER 13, 2007, "GEOTECHNICAL UPDATE, LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF A STABILIZED CONSTRUCTION SITE
ACCESS SHALL BE PROVIDE FOR VEHICLES l�l�i�'.[�1
PACIFIC STATION, SOUTH COAST HIGHWAY 101, ENCINITAS, WORK: EGRRESS AD INGRESS TO PREVENT TRACKING DIRT CCF' SITE. THIS SHA LL
I 1 • THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS N/A SIT�AI)DRESS
CALIFORNIA" DATED OCTOBER 26, 2007, AD "GEOTECHNICAL UPDATE NCLLCE USING MATERIAL SUCH AS GRAVEL NG MAN MADE SLOPES).
AND GRADING PLAN REVIEW, PACIFIC STATION SOUTH COAST A. SEWERS - ESD (760) 633 -2770 PANELS/PLATES.
687 SOUTH COAST HIG
HIGHWAY 101, ENCINITAS, CALIFORNIA" DATED MAY 20, 2008 SHALL B. GAS 6 ELECTRIC - SDG&E (800) 422 -4133 - DIG ALERT 1'STRRCCTION VEHI FS
2• THE MAXIMUM VERTICAL DEPTH OF CUT IS 16.0 FT AND THE ENCINITAS CA 92024
BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING MAXIMUM VERTICAL HEIGHT OF FILL IS S 16 FT O
SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND
SPECIFICATIONS CONTAINED IN SAID REPORT. C. WATER - SDWp (800) 422 -4133 -DIG ALERT A SPECIFIC AREA AWAY FROM GUTTERS AD STORMpRAIN
ST ALL BE DESIGNATED 3 . A.) AVERAGE DEPTH = VOLUME OF CUT (C. F. 3.47' "N LIEIdALq MANAGER (`+
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF D. TELEPHONE - SBC FOR CONSTRU VEHICLES PAWING, VEHICLE REFL.E•LINQ A C ROUTINE
OF CUT AREA OF CUT (S F
. F. PACIFIC STATION PROPERTY LLC
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF !8001 422 -4133 - DIG ALERT EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL
BE MADE OFF -SITE A DELAWARE LIMITED LIABILITY COMPANY
B. AVERAGE DEPTH = VOLUME OF FILL (C. F.) N/A 1 19. FFEDA LANE CARDIFF CA 92007
IMPROVEMENTS WITHIN STREET RIGHT -OF -MAYS. SEPARATE E. CABLE TV - COX
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN !8001 422 -4133 -DIG ALERT EROSION CCNVTFOL OF FILL AREA OF
FILL (S. F.) 619.709.2631
AND BC
VEGETATION C ONJ U NC T ION WITH IMPROVEMENT PLANS. 2. CONTRACTOR SHALL PER NOTIFY THE CITY ENGINEER'S
OFFICE 48 EROSION CONTROL MIST BE PROVIDED FQ4 ALL EROSIVE SURFACES. SLOPED OWNER'S CERTIFICATE
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED 3.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE HO ONE. P (760) T 633-2770rNG ANY WORK ON THIS PROJECT. "FACES ESPECIALLY SHALL BE PROTECTED
AGAINST EROSION By RCTALLITNG ESTIMATEDEARTHWORK
GRADING. EROSION RESISTANT SURFACES SIAM AS EROSION CONTROL MATS, ADEQUATE IT IS AGREED THAT FIELD CO DITICNNS MAY REQUIRE
044AGES TO
THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR GROUND COCOVER NBONDED FIBER MATRIX THESE PLANS. 45000 CUBIC
YARDS EXCAVAIION (CUT)
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED /yD EXCAVATION AND GRADING
ACTIVITIES ARE ALLOWED DLARING NET WEATHER 0 CUBIC YARDS EMBANKMENT (FILL)
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO IT IS FURTHER AIDED THAT THE
CMdNER (DEVELOPER) SHALL HAVE A
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. REJECTION AND REMOVAL. REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES ALTERATIONS
OR 45000 TO THESE CUBIC YARDS EXCAVAT_ 'ON (EXPORT)
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUA=F AROUND ADDITIONS HESE PLANS WHICH THE CITY ENGINEER DETERMINES
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY SHALL DIVERSI
OR , CO NSTRUCTION SITE. CONTRACTOR SHALL PROTECT DHANMELS AGAINST EROSION ARE NECESSARY FOR AND
DESIRABLE FOR THE PROPER COMPLETION OF 0 CUBIC YARDS REMEDIAL GRADING
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- CO
SOUS ENGINEERS CERTIFICATE+ USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. TrE IMPROVEMENTS.
ESTABLISHED D L REPLACED BY A REGISTERED CIVIL ENGINEER j%v � .s D. C...w /
OR A LICENSED LAD SURVEYOR. I T- A REGISTERED CIVIL ENGINEER IN THE STATE OF * ESTIMATE DOES NOT INCLUDE
STRIPPINGS, UTILITY
REMOVE EXISTING VEGETATION ONLY *EN ABSOLUTELY NECESSARY. LARGE TRENCH VOLUMES OR ANY OVEREXCAVATION, lr
CAL , RT DOING BUSINESS IN THE FIELD OF APPLIED SOIL PRO.ECTS SHALL BE CONDUCTED IN PHASES TO AVOID UMNECESSARy REMOVAL HEREBY
CERTIFY THAT A REGISTERED SOILS ENGINEER OR REQUIRED BY SITE CONDITIONS
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL OF THE NATURAL I
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE CONDITIONS PREVALENT WITHIN T IS SITE WAS MADE BY ME OR UNDER MY O T E ARILY,• 7G NO NOT
REMO TOES CND CBS GEOLOGIST HAS BEAN WILL BE RETAINED TO SUPERVISE
OVER ALL CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND DIRECTION BETWEEN THE DATES �� n • AD i as AC IVITY AD ADVISE
OF THE COMPACTION ARE CORRECT PRIOR TO COMMENCEMENT OF WORK.
FEDERAL SAFETY AND HEALTH STAO1RDS, LAWS AND COPY OF THE SOILS REPORT CON H �TUDWITHPMY T EMPORARY VEGETATION MUST BE PLANTED ON SLOPES
COMPLETE 7 OR WERE CONSTRUCTION THE STAB 2TY T SITE.
S
REGULATIONS. RECOMMIEDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY IS NOT DOEDIATELY PLANED FOR EROSION CONTROL PUURPIEES EROSION
SHALL EARTHWORK QUANTITIES ARE ESTIMATED FOR
B. GRADING AND EQUIPMENT OPERATIN.3 WITHIN ONE -HALF (1/2) ENGINEER, ALONG WITH UPDATE LETTERS DATED OCTOBER 26, 2007, MAY 20, BE PREVENTED
BY PLANTING FAST - STOWING At*tIAL AND PERENNIAL GRASSES TO PERMIT PURPOSES ONLY. HAVE CONDUCTED
ALCULATED ON A
MILE CT A STRUCTURE FOR HUMAN O5:30A AND NOT REVUE D T�EGR DING AND CERTIFOY7THATRTHERRECOMiENDATIONS STiIELO AND BIND THE SY)IL.
'„yCQ THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY
CTED BETWEEN THE HOURS OF 5: 30 P.M P. M D 7: 30 A.M. A. INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN PLANT PERMANENT VEGETCNV AS SOON
AS POSS prCF EXCAVATION AND P IC ATIQN PROPE LLC DUE TO SHRINKAGE OR SWELL FACTORS) .
NOR ON SATURDAYS. SUNDAYS AND CITY RECOGNIZED HOLIDAYS. INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. WE ATI JOHN
PL ACTIVITIES ET COMPLETE. DATE ^ ^MEDIAL GRADING QUANTITIES ARE NOT ABLE TO BE
ACKNOWLEDGE THERE IS CONTAMINATED SOIL ON THE SITE. A LELA LIMITED LIABILITY �JAPANY
9. D GRADING OPERATIONS SHALL COMMENCE UNTIL A ?REGRADING 1855 LAME CARDIFF CA 32007 AND , . ?COMPACTION DEPT
DETERMINED. REFER TO SDTiS REPORT FOR REMOVAL
MEETING HAS BEEN HELD O CI WITH THE FOLLOWING PEOPLE L WATER USAGE RCN? DUST CxNVTROL SHALL SE MINIMIZED. 619.709.2631
H.
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, SIGNED: d
GRADING CONTRACTOR AND PERRMITicE. THE PREGRADE HEFTING RCE NO Of T ���
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HObm, ,,N .: Soo S'7 ESDp ON-SITE C ONSTRUCTION MATERIAL STORAGE
M ■
ADVANCE BY CALLING (760) 633 -2770. EXP. DATE: _ (. 19 �� STORED MATERIALS SLIALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE STATEM
W OF EN r GINFER OF WORK _
AND SPILLAGE. CYNTRACTOR STiALL STORE THESE PACDUACTS M cfE THEY WILL
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MA TERIALS TO ANY GEOTECHNICS INCORPORATED STAY DRY OUT OF TI; RAIN. CONTRACTOR SHALL PROVIDE
SECONDARY CONTAINM 'T S.DR.S.D. _ 3AN DIEGO REGIONAL ,,,HNDARD DRAWINGS
PROPOSED CONSTRUCTION SITE NITRIC THIS PROJECT THE 9245 ACTIVITY ROAD, STE 103 ;` �' FOR ALL FUEL STORED ON -SITE. 1 HE
UNDERSIGNED ENGINEIJR OGEES THAT THE WDAM PERFORMED BY 7HE
ENGINEER SHALL COMPLY WITH THE GENERALLY AC[E'p,_^ STANDARDS AND
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE SAN DIEGO, CA 92126 PRACTICES CC THE ENGINEEERS TRADE OR PROFESSION.
UHF ENGINEER PROPERTY BOUNDARY
CITY ENGINEER FOR THE I ROPOSED HAUL ROUTE. THE DEVELOPER (858) 536 -1000 Ry ��S ELIMINATE (Na REDUCE POLLUTICV OF STORMNVATER
FROM STOCCPIRES KEPT ON FURTHER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHRILL SE IN
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE Of DO' STOCKPILES MAY INCLUDE SOIL, PARING', MATERIALS ASPHALT CCNrCRETE AGGREGATE ACCQRDAN�
WITH THE RUES AND FREGUATICNNS REQUIRED BY THE CITY PROPOSED CONTOURS
OPERATION. DOCUMENT N0. 05 -1281 -
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING PROJECT N0. J -12BI 01 w � BASE; ETC. STOCKPILES SHALL BE LOCATED AWAY FROM
CXANGEINTRATEp SGGFEATEFR OF ENCINITAS. ii E ENGINEER AGREES THAT ANY PLANDECK a? REVIEW PER FLOWS AND TS
STOR%MIN INLETS. STOCTCPILES STIALL BE COVERED C PROTECTED PEHFCNED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A
PUBLIC
WITH SOIL EXISTING CONTOURS 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING NPDES
STMT VT' / SpEClAI,1�jOTE AROUND THE MEASURES AND TI MES. D WITH A TEMPORARY SEDIMENT ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A
'ERRMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL
BARRIER AROLW THE PERIMETER AT ALL TIRES. DETERMINATION BY THE CITY CN= ENCINITAS OF THE TEC•IINICAL
SLFFFICIENCY OR ADEQUACY O THE PLANS OR DESIGN, AND IT THEREFORE PROPOSED BASEMEN
-
RELEASE OF SECURITY, AD AS- GRADED CER SHALL BE WDID NO: 9 37C350379 DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLIITY rX
THE PLANS
PROVIDED STATING: "THE GRAuING UNDER PERMIT NO. 718 -G CNN DESIGN O IMPROV PA ^FD THEREON. ENGINEER AGREES TO PROPOSED
PAD
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF A S H A L L ' EMP AIMED
TO T ON IN y C I 1 ,S INDEMN A ND H AND EMPLOYE E
3F� PROPERTY D ITS
APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED STATE WATER RESOURCES CONTROL BOARD (SWRCB) ORDER N0. 99 -08 -DWG
ENCINITAS LL BET TRAINED REQ MLI R WITH THESE BAP NOTES OFFICERS A EXIST- : ; EDGE CN PAVEMENT BODILY
AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE (N. P.D.E. S. GERNERAL PERMIT N0. CAS000002), WASTE DISCHARGE SHALL BE AVAILABLE TO
EVERYONE WORKING ON SITE, THE PROPERTY OMISSIONS SOLEL FROM THE NEGLIGENT ACTS, ERRORS, OR -.. --
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES REQUIREMENTS FOR DISCHARGES OF STORM WATER RUNOFF ASSOCIATED WITH CNdNER(S) MD 7HE PRIME CONTAACTCNa
MUSST INFCNaM SUBCONTRACTORS ACTING OMISSIONS CC THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES
SUCH GRADING OPERATION. CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PEFRMIT, A STORM ABOUT ST T ER RIM C NT AD THEIR F0 SUBCO RS
WITHIN THE [blIRSE AD SC7>pE (N ANEOy EAPLDYMENT CENTERLINE
MATER POLLUTION PREVENTION PLAN (SMPPP) AND A MONITORING PROGRAM '� ARI3ZNG OUT OF THE WOW PERFORMED BY THE ENGINEER.
12. ALL GRADING SHALL BE INSPECTED AD TESTED BY A QUALIFIED PLAN SHALL BE DEVELOPED AND IMPLEMENTLD CONCURRENT WITH THE HASTE MUNAGEMEM
2:1 FILL SLOPE MAX.
SOILS ENGINEER on UNDER HIS DIRECTION. HE SHALL INSPECT COMMENCEMENT OF GRADING ACTIVITIES AND A COMPLETE AND ACCURATE
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS NOTICE OF INTENT (NOZ) WILL BE FILED WITH THE : WRCB. A COPY OF CONTRACTOR SHALL BE
RESPONSIBLE FOR PRRr. LRLY DISPO IAX� OF ALL WASTE BY. 2i CUT SLOPE MAX.
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL THIS PROJECT SHALL BE FILED WITH CITY OF ENCINITAS WHEN RECEIVED. AD UNUSED CONSTRUCTION MATERIALS.
DUApQ i
.SUBMIT SOILS REPORTS AS REQU1,rED AND WILL DETERM "NE FURTHER A COPY OF THE COMPLETED NOI FROM THE SWRCB SHOWINF THE `' J OR WASTE
W .AHSTIN ITER 'AT-
RL ANY FILL MATERIAL. COAPLLi OF OF CXNNY.YANIE PfRODUCTS CNV THE SYSTEMI W PFiD�IIBI� r R(E W. EXISTING
WATER MAIN
GRADING OPERATIONS OPERATAT IONS HE SHALL STATE THAT iHEM IMO THE
OBSERVAT_JN. AND ENCINITAS WHEN RECEIVED.
PERMIT N'MBER FOR THIS PROJECT SHAL' RE FILE) WITH THE CITY TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AN3 THAT NO
SEEPAGE FROM DUPSTERS SHALL BE D PASCO ENG ING INC �ESSr EXISTING AATER MAIN _
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WEt4E IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER (S) OF ANY ISCARGEp INTO STCNRMNVATER.
535 N. COAST HIGHWAY 101 jUSTIp
CONSTRUCTED IN ACCORDANCE WITH THB APPROVED GRADIN3 PLANS PORTION OF THE PROPERTY COVERED BY THIS GRADING PERMIT NO. 9057 -6, S T g�A TVT
7 STLRAL SOLANA BEACH CA, 92074 ti �'� PROPOSED SEWER SERVICE
AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR AND BY SWRCB ORDER D. 99 -08 -DWG, AND ANY SUBSEQUENT AMENDMENTS DI Rf�STER LIDS DL#F
REMAIN CLOSED AT ALL TIMES. Ell FRE QUENTLY FO R4 LE AK S . ti It C.7 OF SWRCB ORDER D S
THEIR INTENDED USE. THERETO, SHALL COMPLY WITH SPECIAL PROVISION AS SET F IDS SHALL BE PLACED WITHIN STRUCTL ES WITH D# ERVIDUS .ROOFING
OR FE 1409 H em s , PROPOSED WA
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL E` :AVATED . 99 -08 -DWG. ORTH IN L COVERED WITH TARPS IN R TO AVOID RAIN ONTACT WITH
ANY TRASH ` No' 68%4 TER SERVICE (BOND P 2A)
ZT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR MATERIAL. Exp. 12/3!/ +*+ W/ C PROTECTION M
C
SURFACES TO PROVIDE POSITIVE DRAINAGE AND 'REVENf PCNDiNG 09 a
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID WITH AND IMPLEMENT REQUIREMENTS OUTLINE WITHIN THE CALIFORNIA MARY CONUSTRUCTION MATERIALS INCLUDING
SOLVENT$ WATER -BASED 5 WASTE. PAINTS LDIITS C. GRADING w w
DAMAGE TO ADJOINING PROPERTIES OR TO .'INjr WORK ON TH^ COASTAL COMMISSION COASTAL PERMIT Nu. 00 -251 ZAL
INSTALLED.
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION VEGETATION CAN BE RECY CLED- NON VEHICLE FLUIDS, BROKEN ASPHALT AND G TE
CLEAR TAKEN �4� CA 1 DRAINAGE DIDIRECTION � _ • • _y
OF FRESHLY GRADED AREAS TR L SUCH TIME AS PERMANENT 70 AN T10N ON CAN E RECYCLED OR R DISPOS YC QF AS HAZARRDC WAS 'FOR
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INFORMATION DISPOSAL LL H MATERIAL CALL )1 w W ,US PROPOSED PCC
PAVEMENT/ FINISH
WASTE HOTLINE TOLL FREE AT (800) 7114 -1195. FOR INFORMATION ON LANDFILLS H PCC OVER COMPACTED NATU
UM)
RAL GRADE MINIM
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AD BY. DA 7E* 1 AD 0 ORDER OL04PSTERS CALL EDCO AT (750) 435 -4151.
FILL SHALL BE PLACED iN ACCORDANCE WITH ST ANDARD
OBJECT � PROPOSED DRIVEWAY AARON PER G-14
SPECIFICATIONS. ALL VEGETABLE MATTER AD OBJECTIONABLE PA IC STATION PROPERTY Ll C POLLUTANTS SHALL BE KEPT CUFF EYPOSED SLFCACES. PLACE
lFLfST4 CANS AND
Nt TERIAL SHALL BE RE MOVED BY THE CONTRACTOR FROM THE A WARE LIMITED LIABILITY COMPANY RECYCLING RECEPTACLES 'A'N'D flf Ste• N A UPON WHICH
THE FILL IS TO BE PLACED. LOOSE FILL 1 FFREW LANE CJIfDIFF EXISITNG BROW DITCH
A CA 92007 r •�_�
AN A SOILS SHALL E REMOVED TO SUITABLE FIRM 619.19. 709 2!%31 PORTABLE TOILETS MET BE IN GOOD WORKING ORDER AND DECKED FREQUENTLY
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND
PROPOSED 4" PVC GRAIN PIPE
- -
A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 SURFACES PERVIOUS
PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO 1) TITLE SHEET - 9CWTAS PROPOSED 12" PVC DRAIN PIPE
PLACE, , Si +�DF.X LOCATE PORTABLE TOILETS AWAY FRCNM ST(XRMQ�LIIN INLETS ON
SPREAD, WATER AND COMPACT THE FILL IN STRICT 21 ROUGH GRADING 6 TEMPORARY (CONHSTRRUCTIO�U QEWATERINiG PLAN ALL CONSTRUCTION DEBRIS SHALL
BE KEPT AWAY FROM THE ST;:E , GUTTER � e - -
ACCORDANCE WITH SPECIFICATIONS. 3) PLAZA LEVEL CRAD" E• PLAN AD STORM GRAIN. CONTRACTOR MET ROUTINELY DECK AND CLEAN UP MATERIAL
PF0 18" PVC DRAIN PIPE
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH 4) DRAINAGE PLAN FOR ( -$) PARKING LEVEL THAT MAY HAVE TRAVELED AWAY FROM
CONSTRUCTION SITE. 3
GRADE TO PRODUCE SMOOTH SURFACES AND DRAINAGE UN IFORM CROSS 5) DRAI D PLAN FOR ( - 2) PARKING LEVEL PROPOSED
RETAINING WALLS PER PLAN
SANDIEGUITIp WATER DISTRICT NOTES
SECTIONS. THE SLOPES OR EXCAVATIONS A EMBANKMENTS 6) DETAILS A SECTIONS Z n PROPOSED MODIFIED TYPE
T " CATCH BASIN
D TRIMMED AS DIRECTED BY THE
ENGINEER OF WORM AND LEFT IN A NEAT A 7) DETAILS AD SECTIONS
SHALL BE SHAPED, PLANTED A 1. REVIEW (N THIS PLAN BY SAN DIEGUZTO WATER DISTRICT DOES NOT
D ORDERLY 8) EROSION CONTROL I-
REPRESENTATION AS TO THE ACCURACY CF; THE LOCATION E E ST
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER 9) TEMPORARY SHORING GENERAL NOTES OF OR THE EXISTENCE' OR NON- EXISTENCE OF ANY l,tZERGROUNO
� E PROPOSED TYPE '8" CURB INLET
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE 10) OVERALL TEMPORARY ShMDkG PLAN UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS
PROJECT. r E F
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED 11) NORTH TEMPORARY SHORING WALL PLAN AND ELEVATION
CF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN 12) EAST TEMPORARY SHORING MALL PLAN AND ELEVATION 2. ALL EXISTING FACILITIES WHIC•1 MAY
AFFECT FINAL DESIGN I.E. NF PROPOSED TYPE A" CLEAOIIT
ACCORDANCE WITH THE GRADING ORDINANCE. 13) SOUTH TEMPORARY SHORING WALL PLAN AD ELEVATION LINE CAM LINE PARALLELING on PROPOSED CONINECTION
SHORING
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