2006-152 G (Plans) i=
OWNER'S NAj[E VICINITY MAP
A
T FIN GRADE TO PRODUCE SMOOTH TH W'ATER POLLUTION CONTROL BMP NOTES PART' T'RUCT7ON ACTIVITIES RICH AND SUNDI
YOUSKO NTS
RIGHT' OF WAY NOTE; f 5. GUT AND FILL SLOPES SHALL B€ CUT AND TRIMMED TO � �� (PART RELATIVE TO CONS
SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVA AND ENBANKMEN TS SHALL 1 4 1 3 EOt US AVE.
E!9
OWl4ER IS TO OB TAIN A CONS TRUC TION PERMIT FROM THE ENGINEERING DEPARTMENT AT BE SHAPED. PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND
LEFT IN A CONCRETE WASHOUT LEUCADIA, CA 92024 N
LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO NEAT AND OROEL Y CONDI TION. ALL STONES, ROOTS AND OTHER WAS TER MATTER
EXPOSED OR
SO WILL RESULT AN ISSUA OF A STOP WORK NOTICE AND DOUBLE PER FEES. IT EXCAVA OR EMBANKMEN SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE
CON TRAC TOR SHALL ES TABLISH AND USE AN ADEQUA TEL Y SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WAS TES SITE ADDRESS: �
I REMOVED AND DISPOSED OF THE TOE AND TOP OF ALL S SHALL BE ROUNDED IN OXII SITE. I T IS ILLEGAL TO WASH CONCRE BURRY, MORTAR,
TAR, STUCCO, PLASTER AND THE LIKE IN TO THE S TORM TER a �as�a
IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS/HER PROPER LINE S. T L
ACCORDANCE Wf TH THE GRADING ORDINANCE. CONVEYANCE SYS OR ANY RECEIVING WA TER. CON TRAC TOR SHALL POST A SIGN DESI GNA T ING
THE HE WASHOUT L OCA TION. 1219 NE PTUNE AVE, Ina
ENCINI TAS, CA 92024 dy
DRAINAGE
16. ALL TREES, BRUSH, GRASS, AND OTHER OOBJEC77ONABLE MATERIAL SHALL BE COLLECTED, CONSTRUCTION SI'T'E ACCESS APN: 254-
230 -06 a re
NO CONCEN TRA TED DRAINAGE FLO WS ARE PERMITTED O VER ADJACEN PROPERTY LINES. PILED O Q THERWISE DISPOSED OF O FF THE SITE TF BY THE CON TRAC TOR SO AS
TO LEAVE THE
o r
WA TER IS TO DRAIN AWAY FROM STRUCTURES FOR A MIN. OF 5 FEE T A T 2 PERCEN T AREAS THAT HAVE BEEN CLEARED W1 TH A NET AND FINISHED APPEARANCE FREE
FROM UNSIGH A S TABILIZED CONS TRUCTION SITE ACCESS SHALL BE PRO LADED FOR VEHICLES EGRESS AND INGRESS TO PRE VENT TRA CKING
LEGAL
DGRIpTION: ; •' Jason St.
AND BE CONVEYED TO AN APPRO DRAINAGE FACILITY. DEBRIS. APPROVAL OF L QCA TION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER DIRT
OFF SITE THIS SHALL INCL USING MA TERIAL SUCH AS GRA AND /OR CORRUGATED STEEL PANEL S/PL A TES.
AND CITY ENGINEER PRIOR TO THE DISPOSAL OF AN SUCH MA TERIAL. THE SOUTHERL 25 FEET OF LOT 27 AND ALL OF LOT
28 •
NOS. CONSTRUCTION VEHIC TO THE SQU T7-fERL Y 15 FEET THEREOF, ACCORDING C� ti , Phoebe St.
UMzjTy TQ MAP THEREOF 2049 FILED IN THE OFFICE OF THE p t
ALL U T7LI TIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. B. NOTIFiCATTplVS A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN
SHALL BE DESIGNA FOR CONSTRUCTION VEHICLES PARKING, COUNTY RECORDER OF SAN DIEGO COUN JUL 26, 1927 m �� �
VEHICLE REFUELING, AND ROUTINE EQUIPMEN MAIN TENANCE ALL MAJOR REPAIRS SHALL BE MADE OFF - SI TE. , �
71 r
WORK TO BE DONE 1. THE EXISTENCE AND LOCA ETON OF UNDERGROUND UTILITY PIPES AND S TRUC TREES SHOWN ON c
L
THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR ER4�SlON L VT'ROL QW'�NIER`S CENTIF1C.�l?�
° v BIV�
A. GENERAL KNOWLEDGE THE CON TRAC TOR IS REQUIRED TO TAKE DUE PRECAU TIONARY MEA SURES TO L OCA TE
EROSION COIN TROiL MUST T BE PRO LADED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALL SHALL BE PRO TEC TED I (WE)
HEREBY C€R TIFY THA A REGISTERED SOILS ENGINEER OR �
AND PROTECT ANY EXIS 77NG U 77LI TIES OR S TRUC TUBES LOC A TTH E WORK SITE. IT IS THE GEOLOGIST HAS BEEN OR WMLL
BE RETAINED TO SUPERVISE OVER ALL •� # � �
1. ALL M�ORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD CORN TRAC TOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING ON+NERS OF SAID U TILT
TTES OR AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MA TS, ADEQUA GROUND GRADING ACTT VI AND ADVISE ON THE COMPAC
AND STABILI .. r ,?
SPE - OFICA 1IONS FOR PUBLIC WORKS CONS TRUC TION, THE DESIGN COINS TRUC TION STRUCTURES PRIOR COVER VEGE TA TIOI�N, AND BONDED FIBER MA TRIX.
N I TA S AND THE SAN DIEGO AREA REGIONAL STANDARD f n c OF THE SITE. °-
S TA NDARDS OF THE CI OF E CIN TO AN EXCAVA TION, FOR V ERIFICATION AND L OCA T7ON OF U 77LI TIES AND NO TTFICA 17OIN OF
�n has
DRAWINGS. ANY CHANGES OR RE VISIONS THEREFROM MALL BE APPROVED BY THE CI TY COAMAMENCEMENT OF WORK: NO EXCA YA TTONI AND GRADING AC TI
111 TIES ARE ALLOWED DURING WET WEATHER. DA TE. ___6
RI T ANY REQUEST FOR INSPECTION. �- �---------- - - - - -- Blvd
ENGINEER PRIOR Q Q+U A. SEWERS - CSD - {760) -633 -2770 - - -_ -- � _
DIVERSION DIKES SHALL BE CONSTRUCTED TED TO CHANNEL RUNOFF AROUND THE CONS TRUC TION SITE CONTRACTOR TOR SHALL
B. GAS & ELECTRIC - SOGE - (760)-436-6200 PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY €R09ON CONTROL MEASURES N
AAIE. RICH Y � SIGN, � . � Neptune .
Z. THE SOILS REPORT TITLED PRELIMINARY GEO TECHNICAL INVESTIGATION, 1219 C. WA TER - SAN DIEGUI TO WA TER DIS TRfC T - 800 - 227 -2600
SKQ _ _ 1219 Ave
e
NEPTUNE AVE, ENCINI TAS, SAN DIEGO COUNTY, CALIFORNI ' ; FOR THIS PROPERTY D. TELEPHONE - SBC BELL - (760) - 489 - 3411 REMOVE EXISTING VEGE
TA TTONI ONL WHEN ABSOL U TEL Y NECESSARY. LARGE PROJECTS SHALL BE CONDUC TED IN PHASES TO Encin C A 9 2 02 4
PREPARED BY GEOSOILS, INC. DATED DECEMBER 9, 20050SHALL BE CONSIDERED AS A
PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE MMTH THE E CABLE TV -COX COMMUNICAT70NS- (760)- 806 -98O9 X -2233 AVOID UNNECESSARY
REMOVAL OF THE NATURAL GROUND COVER: DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY �
N IFICA TIONS CON TAINED IN SAID REPOR T. HELP DECREASE EROSION. Thom 9rvs• Mop 1147 A3
REG`"OAIMEN A TINNS A ND SPEC
.. �, NAME: SUNDI YOUSK SIGNA TU = _ �,��- � . _
� �� to scale) A #A " irElpoA/JE 70 eo�f E/�/ l y try OF E�ioh rA S DA TFD ?/Z& l toot/ 2.
CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR TO BEGINNING AN
3. APPROVAL OF THIS PLAN DOES NOT CONS TT TU >E APPROVAL OF SIZES, L QCA TION AND WORK ON THIS PROJECT. PHONE: (760)-63J-2770. TEA�OORAR Y VEGE
TA TION MUST BE PLAN TED ON SL APES OR WHERE CONS TIRt/C TION IS NO T IMMEDIA TEL Y PLANNED FOR EROSION
CONTROL PURPOSES EROSION SHALL BE PRE VELA TFD BY PLANTING FAST - GRQwING ANNUAL AND PERENNIAL GRASSES TO
TYPE OF DRAINAGE FA NOR OF IMPROVEMENTS W[ THIN STREET RIGHT-OF-WAYS.
SEPARA APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION 3. THE CON TRAC TOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE:
( 760) - SHIELD AND BIND THE SOIL. So= IyM"S CERTIFEA
W TH fMPRO YEMEN T PLANS 633-2770. ALL WORK PERFORMED WM THOU T BENEFIT OF INSPECTION WILL BE SUBJECT TO
I=---
RE.HC TION AND PLANT PERMANENT VEGETA PON AS SOON AS POSSIBLE, ONCE EXCA VA TIOIN AND GRADING ACTIVITIES ARE COMPLETE. DA
WD SKELLY - __ A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA PRINCIPALLY DEG
--------------
4. WRITTEN PE RMI SSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. REMOVAL. BUSINESS IN THE FIELD OF APPLIED SOIL
MECHANICS, HEREBY CERTIFY THAT A S AMPLING AND STUD OF THE SOIL
WA TER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. CONDI PRE VALENT W THIN THIS SITE WAS MADE BY M E OR UNDER
MY DIRECTION ON_Lt AND FOR AN
5. CON TRAC TOR SHALL TAKE ANY NECESSAR PRECAU TTOINS REQUIRED TO PROTECT UPDATE ON _fflA _. ONE COMPLETE COPY OF THE
SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
ADJACENT PROPERTIES DURING GRADING OPERA TIONS ANYTHING DAMAGED OR D. EROSION CONTROL ON -SITE CONSTRUC17ON MATERIAL STORAGE RECOMMENDA
HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED
DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDI THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED
IN THE SOILS REPORT FOR THIS
EXISTING PRIOR TO GRADING 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT RICH YOUSKQ AT (760) 942 -2280, 24 STORED MA TERIALS SHALL BE
CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CON TRACTOR SHALL PROJECT HAVE BEEN INCORPORA IN THE GRADING PLANS AID SPECIFICATIONS.
H STORE THESE PRODUC WHERE THEY WILL STAY DR Y OUT OF THE RAIN. CON TRA C TOR SHALL PRO VIDE SECONDAR `�
Q�
OURS.
THE DEV ELOPER SHALL BE RESPONSIBLE FO R ANY MONUMENT OR BENCH MARK CON TAINMENT FOR ALL FUEL STARED ON -SITE. SIGNED:
___ - -__ --
6
2. EQUIPMENT AND WORKERS FOR EMERG WORK SHALL BE MADE AVAILABLE A T ALL TIMES__
SHALL B€ RE- ESTABLISHED AND REPLACED BY A
WHICH IS DISTURBED OR DES TROYED �.v.
REGISTERED CI VIL ENGINEER OR A LICENSED LAND DURING THE RAINY SEASONS (OCTOBER 1 TO APRIL 1 5). ALL NECESSARY MATERIALS SHALL BE
Rq NO.: , �3 � _____ ____ ___________ ���.� F �
SURVEYOR. STOCKPILED ON SITE ON OCTOBER 1. AT CON VENIEN T LOCA 77ONS TO FACILI TA TF RAPID Na. C 4T867 r
_►
CANSTJRUCT70N OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT EXP. DATE. __
��11Q� ---------- - �- - E xp. it 07
I C ONSTRUC T AND MAIN TAIN ALL SAFETY DE NCES,
7 THE COIN TRAC TOR SHALL DES IG N, C � - =
INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, 3. DE VICES SHOW WNI ON PLANS SHALL NOT BE MO VED OR MODIFIED W! THOU T THE
APPRO OF ELf A1fNA TE DI? REDUCE POLL U TIOIN OF S TC�RI�1 WA TER FRC�[ S TQCKPILES KEPT OIY - Sf TE. STOCKPILES II�1A Y INCLUDE SOIL, PARING JOB /.• W� 0. 5019
- ASC ` - - ,� Civil-
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. THE ENGINEERING INSPECTOR, MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE,
ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCEN TRA TED T ' ,(�/' � � �
S TORM WA TER FLOWS AND S TORMDRA IN INLETS. S TOCKPILES SHALL BE CO VERED OR PRO TEC TED W TH SOIL S TABIL IZA TION GEOSOIL
S, INC. ,
S GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A STRUCTURE 4. THE CON SHALL RES ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE
M EASURES AND PROVIDED WMTH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIME AT ALL TIME 5741 PALMER WAY
FOR HUMAN OCCUPANCY SHALL N OT BE CONDUCTED BETWEEN THE HOURS OF 5.30
P.M. SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. CARLSBAD, CA 92008 ►WEE
go . A il 01% 1
AND 7.30 A. M. NOR ON SA TURDA Ys, SUNDAYS AND CITY RECOGNIZED HOt iDA YS. �NI1YG PH 760-438-3155 EXP. D�IT
E � (L�3 t � D
5. THE CON TRACTOR SHALL INSTALL ADDI TIONAL EROSION CONTROL MEASURES AS MAY BE
9. NO GRADING OPERA 17ONS SHALL COMMENCE UNTIL A PREGRADING MEE T7NG HAS BEEN REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR
UNFORESEEN CON TRACTORS" EMPLO YEES WHO PERFORM CONNS TRUC TION IN THE CITY OF ENCCINI TAS SHALL BE TRAINED TO BE FAMILIAR WITH M TFAW OF ENGNM OF
HELD ONISI TE NM TH THE FOILL OWING PEOPLE PRESENT CITY INSPECTOR, CI VIL ENGINEER, CIRCUMSTANCES WHICH MA ARISE. THE CITY OF ENCINI TAS
S TORM WA TER POLLUTION CONTROL REQUIREMENTS. THESE BMP NO TES SHALL BE A VAIL ABLE TO
SOILS ENGINEER, GRADING CONTRACTOR AND E VER YOINE WORKING ON SITE THE PROPERTY ONNER(S) AND THE PRIME COIN TRAC TOR MUST INFORM SUBCOIN
TRAC TORS ABOUT THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPL WITH THE
PERMI TEE. THE' PREGRADF. . MEE TING SHALL BE SCHEDULED WITH THE CI TY AT LEAST 48 6. THE CON TRAC TOR SHALL BE RESPONN98LE AND SHALL TAKE NECESSARY PRECAU
TIONS TO G wA TER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. GENERALL A CCEP TFD STANDARDS AND P RACTICES OF
T� EN(�VEER TRADE OR PRUFESS�Orv. THE ENG EE
HOURS IN ADVANCE BY GALLING (6 633-2770. PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS FUR IHER
AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE W1 TH TIME - RULES AND
CONDf TION. WASTE MANAGEMENT REGULA REQUIRED BY THE CITY OF ENCINI TAS, TO THE EX TENT THAT THE ENGINEER
CONTROLS SUCH
10. PRIOR? TO HAULING DIR OR CONS TRUC 17ON MA TERIALS TO ANY PROPOSED PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK
OR RE VIEW PERFORMED BY THE CITY OF ENCINI TA S
COINS TRUC TION SITE W THIN THIS PROJECT TIME DEVELOPER SHALL SUBMIT TO AND 7 ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE CON TRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WAS TE AND UNUSED CONS TRUC TION MA TERIALS. IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE
PLANS PREPARED BY THE ENGINEER IS NOT A DE TERMINA TION BY
RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE THE INCORPORATED HEREON. DUMPING OF UNUSED OR WAS TE PRODUCTS ON
THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM THE CITY OF ENCINI TAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND
IT
DEVELOPER SHALL COMPLY WITH ALL CONDI T7ONIS AND REQUIREMENTS THE CITY IS STRICTLY PRO WASI TED. THEREFORE DOLES NOT
RELIEVE THE ENGINEER OF RESPONSIBILI FOR THE PLANS OR DESIGN OF IMPROVEMENTS
ENGINEER MAY IMPOSE Wt TH REGARDS ' TO THE HAULING OPERATION. 8. GRADED AREAS AROUND THE - PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF - €NCINI TA S AND ITS
SLOPE AT THE CONCLUSION OF EACH WORK DAY NO SEEPAGE FROM DUMPSTER SHALL BE DISCHARGED INTO STORMWA TER BEANSIDIKES SHALL BE
PLACED AROUND DUMPSTERS OFFICERS, AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR BOOIL Y INJURY ARISING SOLEL FROM THE
11. UPON FINAL COIWPLE TIONI OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO TO DIVERT THE NATURAL STORM RUNOFF. DUMPSI SHALL BE
CHECKED FREQUENTL FOR LEAKS DUMPS TER LIDS SHALL NEGLIGENT AC TS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING W THIN
FINAL GRADING APPROVAL AND OR FINAL RELEASE OF SECURITY AN AS GRADED 9. ALL REMOVA A Y WHEN PROTECTIVE DEVICES W PROBABILITY BE IN PLACE A T THE
END OF EACH
ILI TY FORECAST EXCEEDS FORTY TY PERCENT
.. N TH REMAIN CLOSED AT ALL TIMES DUMPS TFRS WITHOUT LIDS SHALL BE PLACED W! THIN S TRUC TUBES W�1 TI•I IMPERVIOUS ROOFING
OR THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLO YAMEH T AND ARISING OUT OF TIC' WORK PERF ORMED BY
CER TIFICA TIOIN SHALL BE PROVIDED STATING. THE GRADING UNDER PERMIT WORK ING DAY WHE E FIVE { 5 DAY RAIN CO VERED W+I TH TARPS
IN ORDER TO AVOID RAIN CON WITH ANY TRASH MATERIAL.
THE ENGINEER.
40X . SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
NO. _A15
- 6_ HAS BEEN PERFORATED I N SUBS TAN TIAL CONFORMANCE W TH THE { )
APPROVED GRADING PLAN OR AS SHOWN[ ON THE A TTACHED AS- GRADED PLAN". THIS MANY CONSTRUC77ONI MATERIALS, INCLUDING SOIL VEN TS, WA TER
-BASED PAIN TS, VEHICLE FLUIDS, BROKEN ASPHALT AND Q 'pf I SSIa�
STA TEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNA TURE OF THE CIVIL ENGINEER CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED.
NON RECYCLABLE MATERIALS MUST BE TAKEN TO AN BY- DA � � _3 [ ��p � �a S
WHO CERTIFIES SUCH GRADING OPERATION. APPROPRIA LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS
MATERIAL, - J 04 � -- - - - - - - - - - - - - - - - - - - -
,SAN EG U FO W'A T&R D�4'MCT WO l- JAAFAR S. SLEIMAN
CALL THE HAZARDOUS WASTE NOTUNE TOILL FREE A T {600) 714 -1 195, FOR INFORMATI TTOIN ON LANDFILLS AND TO ORDER
=;
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED i f $jj,�' N0. 67294 ^
� LAND DEVELOPMENT ENGINEERING INC. 1. REVIEW OF THIS PLAN B Y SAN DIEGUI TO WA TER DISTRICT T DOLES
NOT CONSTITUTE TU TE A DUMPS TERS CALL EDCO A T { 760) 436- 4151.
OR UNDER HIS DIRECTI HE SHALL INSPECT AND TEST THE EXCA VA TTON PLANT N
REPRESENTA AS TO THE ACCURACY OF THE COCA T70NI OF OR THE EXISTF CE OR * �"�`� -� -�
AND COMPAC OF FILLS AND BAClfFILL s AND CO�1PA C TION OF TRENCHES HE SHALL UNDERGROUND U T7Lf TY PIPE OR STRUCTURE TTJRE WM THIN THE LIMI OF THIS
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SIT IF 2103 S. EL CAMINO REAL, SUITE 104
SUBMIT SOIL REPORTS AS REQUIRED AND WILL DE TERMINE THE SUI TA�u T OF ANY NON EXISTENCE OF ANY U OCEANSIDE, CA 92454 C[
Y tt
r F Of
FILL MATERIAL. UPON COMPLE 17ON OF GRADING OPERATIONS HE SHALL STATE THAT PROJEC T. POR TABLE TOILETS MUST BE IN GOOD WORKING ORDER
AND CHECKED FREQUENTL FOR LEAKS. COON TRAC TOR SHALL PRO VIDE PH: 760- 754-3 1 31 � Ai
XP . DATE. : 9- - 3 0- 06
08SERVA 770NS AND TES TS *ERE MADE 8Y HIM OR UNDER HIS SUPER V 909 AND THA T 2. ALL EXfS TTNG FACfL1 WHICH MAY AFFECT THE RNAL OESIGAf LE. LINE CROSSINGS,
LINE SECONDARY COIN TA1111MEIII T AND LOICA TF PORTABLE TOILETS AWAY FROM STORUDRAIN INLETS ON PERWOUS SURFACES FAX: N O.: .: 67294 20 RCE IN HIS OPINION, ALL
EMBANKMEN AND EXCA VA TINNS ARE ACCEP TABLE FOR THEIR PARALLELING OR PROPOSED COONNEC T7ONI SHALL BE FIELD VERIFIED. ALL EXIS TING OR
E
IN rE NDED USE PROPOSED UTILITY CROSSINGS WI THIN 10 FEET OF PROPOSED WA TER MAINS SHALL BE SHO ALL COONS TRUC TION DEBRIS SHALL BE KEPT
AWAY FROM THE S TREE T, GU TTER, AND S TORMDRAIN. CON TRAC TOR MUST EXP
A VA TED SURFACES TO PROVIDE ON I MPROVEMENT PLANS ELECTRICAL AND SEWER TO CROSS CINDER WA TER MAINS UNLESS GIVEN ROU 77NEL Y CHECK AND CLEAN
UP MA TERIAL THAT MA HAVE TRAVELED AWAY FROM CONS TRUC TION SITE
13, THE CON TRACTOR SHALL PROPERL GRADE ALL E XCAVATED WRITTEN PERMISSION BY SAN DIEGUI TO WA TL�R DISTRICT .
P051 TI VE DRAINAGE AND PREVENT PDNDING OF WA TER. CONTRACTOR SHALL CONTROL FOR MORE INFORMATION ON S TQRM WA TER POLLU 77ON1 CONTROL
MEASURES AND REQUIREMENTS PLEASE CONTACT THE EAR�HWORR NOT�
�
SURFACE WATER AND A VOID DAMAGE TO ADJOINING PROPER TIES OR FINISHED WORK ON 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCA AND /OR ADJUST TO GRADE
ANY ENGINEERING DEPAR T]1MEN T, CITY OF ENCINI TA S AT ( 760) 633-2770.
THE SITE AND SHALL TRICE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHL Y Y FILL= 60 CY �
EXISTING WA TER FACILITY FIRE HYDRANT, M VAL VES, VALVE BOXES, ETC.) WHICH IS CUT= 541 CY
GRADED AREAS UNTIL SUCH TIME AS PERMANEN DRAINAGE AND EROSION CONTROL {
MEASURES HAVE BEEN INSTALLED. AFFECTED BY THEIR PROJECT ALL AFFECTED WA TER FACILI MUST MEET CURRENT WA TER EXPORT= 481
C v
DfS TRIC T STANDARDS IF FACILI T ?ES DO NOT MEET STANDARDS THEY SHALL BE UPGRADED TO REMEDIAL= (TOTAL SITE AREA-BASEMENT
AREA-DRI AREA) x 4' =783 CY � o
14. ALL AREAS TO BE FILLED SHALL BE PREPARED AND FILL SHALL BE PLACED IN CURRENT STANDARDS AT THE OWNER'S EXPENSE ENWRONMEN TAL DATA
AC WI TH STANDARD SPECIFICATION. ALL VEGETABLE MA TTER AND
1) STEEPEST EXISTING NATURAL SLOPE ON -SI = 30x LWERYIOUS AREA:
CGORD
R Y THE CON TRACTOR FROM THE 4. UTILITIES TIES TO MAIN TAW MINIMUM 5 -FEET SEPARATION WHEN PARALLELING W SERVICES 2) MAXIMUM VERTICAL DEPTH
OF CUT = 6.8 FEET IMPER AREA PRIOR TO CONS TRUC TION . 560 SF(BRICK PA RS) + 1840 SF (BUILDING)= 2400 SO FT 1E
0��� TIONABLE MATERIAL SHALL BE R EMOVED B AS' � � I LT
SURFACE GOON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS 3) MAXIMUM VERTICAL DEPTH OF FILL = 2.0 FEET
IMPER VIOUS AREA AFTER CONSTRUC77ON . ' ,���G) + 650 {DRfVf*%YS (P00L.)4 W
SHALL BE REMOVED TO SUI TABLE FIRM NATURAL GROUND. THE EXPOSED S OILS SHALL 5. MINIMUM HORIZON SEPARA OF 10-FEET REQUIRED BE TWEEN FIRE HYDRANTS AND
SAN 4) A VERA GAGE DEP TH OF CUT = 481 C. r. /3534 S.F. x 27 = 3.67 FT �- INCREASE IN IMPER VIOUS AREA b SQ FT
DIEGUI TO GAS AND ELECTRIC VAULTS. 5 AVERAGE DEPTH OF FILL = 60 C. Y. 3534 S.F. x 2 7 = Q 46 FT
BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPA C TED TO A MINIMUM OF 90 ) / W
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