2003-1401 G (Plans) GRAD�TG NOTES NO ICATIONS HYDROSEED NOTES STORMWATER POLLUTION CONTROL BMP NOTES LEGAL DESCRIPTION
RELATIVE TO CONSTRUCTION AC S THE LAND REFERRED TO IN THIS REPORT IS LOTS 3 & 4 BLOCK( 42,
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 1. THE EXISTENCE AND LOCATION OF UTILITY PIPES 1. HYDROSEEDING SHALL
BE APPLIED TO ALL SLOPES THAT ARE GRADED
MAP NO. 1334
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER
WHEN THEY ARE:
CONSTRUCTIN THE DESIGN CONSTRUCTION STANDARDS OF TH E SEARQH OF AVAILABLE RECORDS. TO THE BEST OF OUR CONCRETE WASHOUT
A•P.N. 260 -4t3 -216
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN a. THREE FEET OR MCaRE IN FILL
AREAS.
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM ON THESE FERMIS, HOWEVER b. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOE
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
9* BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY IS NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT WASHOUT AREA TO CONTAIN
WASHOUT WASTES ON SITE. IT IS ILLEGAL TO SITE ADDRESS
REQUEST FOR INSPECTION. CHARACTER OF THE MATERIAL AS APPROVED BY THE WASH CONCRETE SLURRY MORTAR STUCCO PLASTER AND THE LIKE
INTO
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY 525 LIVERPOOL DR.
MEASLES TO PROTECT ANY EXISTING UTILITIES OR STRUCTL ES CITY ENGINEER. THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER.
CARDIFF, CA 92007
2. THE SOILS REPORT TITLED " PRELIMINARY GEOTEC1 LAICAL LOCATED AT THE ham( SITE. IT IS TFE COfVTAACTOA 5 CONTRACTOR SHALL POST
A SIGN DESIGNATING THE WASHOUT LOCATION.
INVESTIGATION -525 LIVER DRIVE APIV 5 260- 413 -24 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL
260 AND 260 CITY OF ENCIV SAN RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED
CONSTRUCTION SITE ACCESS OWNERIPE
DIEGO COUNTY, CALIFORNIA PREPARED BY CEOSOAS INC.. 6 CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES DA GROWTH.
DATED MAY 31, 2002 & UPDATE LETTER DATED BY GEOSOILS INC.,
STRUCTURES PRIOR TO ANY EXCAVA FOR VERIFICATION AND A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDE FOR VEHICLES
LOCATION OF UTILITIES AND NOTIFICATION OF C T OF 3. HYDROSEEDING SHALL CONSIST OF ALL THE FOLLOWING: MAW
HARKE
DATED SHALL BE CONSIDERED AS PART WOFNC EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL I
OF THIS GRADING PLAN. ALL (TARING SHALL BE DONE IN 1. SEED MIX SHALL CONSIST OIF NO LESS THAN!• NCLUOE USING MATERIAL SUCH
AS GRAVEL AND /OI CORRUGATED STEEL PO BOX 1149
ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS A. SEWERS - ESO (760) 633 -2770 a. 20 lbs. PER ACHE OF ROSE CLOVER. PANELS/PLATES.
CARDIFF, (760) 632
CONTAINED IN SAID REPORT.
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF B. GAS & ELECTRIC - (800) 422 -4133 - DIG ALERT b. 20 lb PER ACME OF ZO FESCUE'
CONSTRUCTION VEHICLES LEGEND
c. 3 lbs. PER ACRE (N= E S
SIZES; LOCATION AND OF DRAINAGE FACILITIES, NOR OF (��OOL CIA CALIFCIANICA. i
IM PRO V E M EN TS WITHIN STREET RIGHT -OF -MAYS. SEPARATE C. WATER - SDWD 760 -753 -1145 d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA. A
SPECIFIC AREA AWAY FROM GUTTERS AND STOAMORAIN SHALL BE DESIGNATED
e. 3 lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW). FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE THE
QUANTITIES LISTED BELOW ARE PROVIDED FOR FEFEREI� ONLY AND
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. DO
NOT RELIEVE THE CONTRACTOR FROM COMPLETING AN INDEPENDENT
CO "NCTION WITH IMPROVEMENT PLANS. D. TELEPHONE - (800) 422 -4133 - DIG ALERT f. 112 lb. PER ACRE OF DIRORPHOLECA.
ANALYSIS OF THE QUANTITIES AND COSTS ASSOCIATED WITH THE
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE g. ITEMS S d e, AND f OF THIS SUBSECTION MAY BE
IMPROVEMENTS REQUIRED FOR THIS PROJECT.
E. CABLE TV - (800) 422 -4133 -DIG ALERT EROSION CONTROL
GRADD OM � LOCA V I SIB LE F ONSWHE HE AREA B E ING PUBLIC
S.D.R.S.D. - SAN DIEGO REGIONAL STANDARD DRAWINGS
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED
R
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED HOURS PRIOR TO BEGLWING ANY WORK ON THIS PROJECT. STREET OR RESIDENTIAL STRUCTURES.
SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING ITEM SYMBOL
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. PHiOhE.* (760) 633 -2770. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH
A EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY GROUND COVER VEGETATION,
AND BONDED FIBER MATRIX. PROJECT BOUNDARY
REPAD:ED TO CONDITION EXISTING PRIOR TO GRADING. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR DRILLING OR BROADCASTING BEFORE
HYDROSEEDING.
PERFORMED WOW PERFORMED LAVE
INSPECTION. PHONE. (760) 633 -2770. ALL WO
6. THE DEVELOPER SHALL�E NS I6LE THAT ANY MC)M.N�ENT OR WITHOUT BENEFIT (N= INSPECTION WILL BE SUBJECT TO f • ALL SEED MATERIALS SHALL
BE TRANSPORTED TO THE JOB- NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. REMOVAL. -
�
BENCH MAW WHICH IS DISTURBED OR DESTROYED SHALL BE RE- REJECTION AND SITE IN NT OF CON AV A WITH THE CERTIFICATION EXIST
. CONTOURS --255- ----
DEPARTMENT OF FDOO AND AGRICUL TUFF CERTIFICATION DIVERSION DIKES SHALL 8E CONSTRUCTED TO CHANNEL RUNOFF AROUND THE
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER TAG ATTAOiED T0, OR PRINTED ON SAID CONTAINERS. CONSTRUCTION SITE. CONTRACTOR
SHALL PROTECT CHANNELS AGAINST EROSION
OR A LICENSED LAND SURVEYOR. DESIGN NSTRUCT AND MAINTAIN ALL USING PERMANENT AND TEMPORARY EROSION CONTROL (MEASURES.
PROP. CONTOURS 255
SOILS ENGINEER PS CERTIFICATE j ' H H YDRO OS SEEO SLURR W Y TT E DISCRET ION OF F � OR.
CO REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROPOSED DRAINAGE (1X MIN) -�
7. THE CONTRACTOR SHALL -� -�
SAFETY DEVICES, HALL DEG P H CO IVC� AND SHALL BE ( 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN PROJECTS SHALL
BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL
'DA ha W S�c _I� A REGISTERED CIVIL ENGINEER IN THE STATE OF
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND X000 lbs. PER ACRE. TYPE 6 MUL(�l (STRAW) MAY BE OF THE NATURAL GROUND
COVER. DD NOT REMOVE TREES OR SHRUBS CENTERLINE -
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND C ALIFORNIA, PRINCIPA Y DOING BUSINESS IN THE FIELD OF APPLIED SOIL SUBSTITUTED ALL OR PART,
FOR HYDRAULICALLY APPLIED UNNECESSARILY: THEY HELP DECREASE EROSION.
REGULATIONS. MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED
PROPOSED RETAINING WALL (TYPE PER PL�V)
CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY TO THE SLOPE BY MECHANICALLY PUuCHING NO LESS THAN 50% TEMPORARY
VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION
E SOILS EFFORT IS NOT IMMEDIATELY PLA
DIRECTION BETWEEN THE DATES AND . ONE COMPLETE OF THE STRAW INTO THE SOIL. NNVED FOR EROSION CONTROL PURPOSES. EROSION
SHALL
B . GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (i/2) COPY OF THE GRA BAGS (SEE DETAIN o 0 0
0 0 0 0 0 0 0 0
MILE OF A STRUCTURE FOR HiO4AN OCCUPANCY SHALL NOT BE COPY OF TH IONS, HAS BEEN S 94 LED FROM THIS STUDY, WITH MY O THE OFFICE ()F THE CITY
3. FERTILIZER CONSISTING OF AMMnNIUM PHOSPHATE SULFATE BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO
CONDUCTED URDA BETW EEN THE HOURS OF 5:30 P.M. AND 7.30 A.M. ENGINEER, ALONG WITH UPOATE LETTER DATID FURTHERMORE- I 16 -20-0, WITH 15% SULPHUR
APPLIED AT THE RATE OF SHIELD AND BIND THE SOIL. EXISTING RETAINING WALL
- --
NOR ON SATUR'OAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. H4VE REVIEWED THESE GRADING PLANS AND Offf ITF THAT THE 500 IbS• PER ACRE.
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE; ONCE EXCAVATION AND
9. �
9. NO (TARING OPERATIONS SHALL COMMENCE UNTIL A PREGAADINfG CO REM NENDATI INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE AREAS TO BE HYDROSEEDED
SHALL BE PREPARED PRIOR TO GRADING ACTIVITIES ARE COMPLETE. EQ
x t2" AREA DRAIN BY
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE N THE PLANS AND SPECIFICATIONS. HYDROSEEDING BY: LADS EQUAL
PRESENT CITY INSPECTOR CIVIL ENGINEER( SOILS ENGINEER k/. _____ - - - - 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A
WATER USAGE FOA DUST CONTROL SHALL BE MINIMIZED.
GRADING CONTRACTOR AND PEANIITTEE. THE PREGRADE MEETING SIGNED_- -- _ - - - -- - -__
C(NMBINATION OF PROPOSED STORIRAIN Cx.EA }
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN
FTOE NiO.: - - -- q?ts� a. TRACK WALKING SLOPES STEEPER THIANt &1. ON -SITE CONSTRUCTION MATERIAL STORAGE PROPOSED
3" PVC STORM DRAIN PIPE
ADVANCE BY CALLING (760) 633 -2770. - - - -
L o o �. Q t�OFES b. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM "a " STORED MATERIALS SHALL BE CONTAINED IN A SECURE
PLACE TO PREVENT SEEPAGE
EXP. DATE: _51 o� ,`� ABOVE. AND SPILLAGE. CONTRACTOR SHALL STOE THESE PRODUCTS WHERE THEY WILL PROPOSED
BUILDING WALL (BY OTHERS)
10. PRIOR TO HAULM DIRT OR CONSTRUCTION MATERIALS TO ANY -- - - - - - -- -- > ! :.; W. 8
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE STAY DAY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT
SEE ARGH. & STRUCTURAL PLANS
DEVELOPER SHALL SUBMIT TO AND fE(EIVE APPROVAL FROM HE NAME GEOSOILS INC. 2. CONDITIONING T HE SOILS SO TH AT IT SUITABLE FOR
' PLANTING BY. FOR ALL FUEL STORED ON -SITE.
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER ADDRESS 5741 PRUNER WAY , ` R X7857
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE ADDRESS CAR LSBAD, CA 92006 t a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE
A ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. PROPOSED SEWER LATERAL S
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING
PHONE 760 931 - 0915 E Exp. t2. cS * DAMP, BUT NOT SA TURA TED SEED BED. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS,
ASPHALT CONCRETE, AGGREGATE
OPERATION. crv��. HI b. THE ADDITION OF SOILS AMENDMENTS, ph ADJUSTMENT, BASE, ETC. STOCKPILES SHALL BE LOCATED
AWAY FROM CONCENTRATED STORMWATER PROPOSED WATER SERVICE W
PROJECT NO. WO 3288 -A -SC `' 'r�; aR' a``F p�` LEACHING OR COVERING SALDEE SOILS TO PROVIDE VIABLE FLOWS AND STORlMORAIN
INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED
11. UPON FINAL COMPLETION OF THE WORN( UVOER THE GRADING O CONDITIONS FOR GROWTH. WITH SOIL STABILIZATION MEASURES AND
PROVIDED WITH A TEMPORARY SEDIMENT
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL BARRIER? AROUND THE PERIMETER AT ALL TIMES. PROPOSED SEWER
PUMP LOCATION S
RELEASE OF SECURITY, AND AS- GRADED CERTIFICATION SHALL BE OWNERS CERTIFICATE
HYDROSEEDED APNEAS SHALL BE MAINTAINED TO PROVIDE A
PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 1401 -G VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY
HAS BEEN PERFORMED IN SUBSTANTIAL TRAINING 6" AC BERM PER SDRSD G-5
CONFORMANCE WITH THE APPROVED GOADING PLAN OR AS SHOWN ON IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO LANDSCAPED ()F� FOR AREAS WHERE
HYD ROSEEDING IS THE ,
THE ATTACHED AS- GRADED PLAN*. THIS STATEMENT SHALL BE THESE PLANS. PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED CONTRACTORS'
EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF Q
AC DRIVEWAY APRON PER
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER AND ALL SECURITY RELEASED. ENCINITAS SHALL BE TRAINED TO FAMILIAR
WITH THE CITY OF ENCINITAS COUNTY DS -7
*0 CERTIFIES SUCH GRADING OPERATION. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A STORMWATER POLLUTION CONTROL
REQUIREMENTS. THESE BMP NOTES
REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY
PROPOSED RIP RAP ENERGY DISSIPA TOR 0 }
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED ADDITIONS TO THESE PLANS WHIG-( THE CITY ENGINEER DETERMINES OWNER (S)
AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS �
SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT ARE NECESSARY FOP AND DESIRABLE FOR THE PROPER COMPLETION OF ABOUT STORMWATER
REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS THE IMPROVEMENTS STA OF ENGINEER OF WORK PROPOSED GRASSY BIOFILTER
SWALE (DETAIL B/2)
AND BACKFALS AND COMPACTION OF TRENCHES. HE SHALL WASTE MANAGEMENT
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR THE UNDERSIGNED ENGINEER AGREES THAT
THE WORK PERFORMED BY CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND GEOLOGIST HAS BEEN OR WILL BE RETAINEO TO SUPERVISE THE ENGINEER SHALL COMPLY WITH
THE GENERALLY ACCEPTED AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE STABILIZED CONSTRUCTION ENTRANCE �'� •�:.
TESTS WERE MADE BY HIM OR UNECEA HIS SUPERVISION AND THAT OVER ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION STANDARDS AND PRACTICES OF THE
ENGINEEER S TRADE OR PROFESSION. PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE
IN HIS OPIN10k ALL EM9ANKMENTS AND EXCAVATIONS WERE AND STABILITY OF THE SITE. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN
CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANKS SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED
AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR NO
SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER.
THETA INTENDED USE REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC BERMS/DIKES SHALL BE PLACED AROUND DUMPSTERS
TO DIVERT THE NATURAL
Z ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DIETERMINATIONV STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY
FOR LEAKS.
13. THE CONTRACTOR SHALL PROPERLY GARDE ALL EXCAVATED MARK HARICE DATE BY THE CITY OF ENCINITAS OF THE TEC HINICAL SUFFFICIENCY
OR ADEQUACY DVJMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF THE PLANS OR DESIGN AND IT THEfEFOR?E DOES NOT RELIEVE THIN LIDS SHALL
BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR
PO BOX 1149
OF WA TEA. HE SHALL CONTROL SURFACE WATER AND AVOID CARDIFF, 14 92(X17 ENGINEER O= RESPCNVSIBLIITY FOR THE PLANS O? DESIGN OF IMPROVEMENTS
COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH
(N THE (760) 632 -2235
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORN( BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS MATERIAL.
SITE AND SMALL TAKE FiE EDIAL MEASURES TO PREVENT EROSION THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES
S
OF FRESHLY GOADED AREAS UNTIL SUCH TIME AS PERMANENT FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE MANY CONSTRUCTION
MATERIALS, INCLUDING SOLVENTS. WATER -BASED PAINTS,
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN NEGLIGENT ACTS, ERRORS, OR MISSIONS OF THE ENGINEER AN D HIS /HER VEHICLE FLUIDS; BROKEN(
ASPHALT AND CONCRETE, WOOD, AND CLEARED C�•
INSTALLED. EROSION CONTROL AGENCY AND EMPLOYEES ACTING AND ARISING THE C OURSE AND PERFORMED SUCH VEGETATION CAN BE RECYCLED. NON MATERIALS
MUST BE TAKEN Z�
THE ENGINEER. TO AN APPROPRIATE LANDFILL OA DISPOSED OF A A HA Z A RDOUS W A STE.
HAZARDOUS
ST E. F
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND 1. IN CASE EMERGENCY WORK IS AEIXJIREO, CONTACT INFORMATION ON
DISPOSAL (N= HAZARDOUS MATER( L, C
0 0Z
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD AANDALL LEE AT 760 - 632 -2235, 24 HOURS WASTE HOTLINE TOLL FREE AT (BOO)
7114 -1195. FOR INFORMATION ON LANDFILLS
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE AND TO ORDER DUMPSTERS CALL EDCO A T (760) 436 -4151.
C�
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FR(N•f THE 2 EQUIPMENT AND WORKERS FOR EMERGENCY WOW SHALL BE MADE POLLUTANTS SHALL
BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND l
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL LJ
AND ALLUVIAL SOILS "LL BE REMOVED TO SUITABLE FIRM AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL A ,/ RECYCLING RECEPTACLES
AROUND THE SITE.
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT BY. �Q,Qi
a3
A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF WAYNE PAS DATE
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY
PERCENT. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO
TEMPORARY DEVICES WHEN RAIN IS IMMINENT. FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND
PLACE, SPREAD; WATER AND COMPACT THE FILL IN STRICT LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN LETS ON PERVIOUS
°
ACCORDANCE WITH SPECIFICATIONS. 3. DEVICES 9-0OWN ON PLANS SHALL NOT BE MOVED OR MODIFIED SURFACES.
WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. Q ApF ESSIp ?
15. CUT AND FILL SLOPES SHALL CUT AND TRIMMED TO FINISH O A. pal ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET,
GUTTER
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM (MOSS 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES 4 ACE � 29577 ��a�
Fti AND STORMORAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL S �,J ELIJ
SECTIONS. THE SLOPES OR EXCAVATIONS AND E149AWMENTS TO WORKING QADER 70 THE SATISFACTION OF THE CITY ENGINEER � P � � THAT MAY
HAVE TRAVELED AWAY FROM CONSTRUCTION SITE.
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE AFTER EACH RUN OFF PRODUCING RAINFALL. 0 = LA
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY No . 29577
CONDITION. ALL STONE ND S. ROOTS A OTHER WASTE MATTER 5. THE CONTRACTOR SHALL INSTALL ADOITIOMAL EROSION CONTROL PA ENGINEERING INC.
Exp. 03/31/07 SANDEIGUITO WATER DISTRICT NOTES WCZNTt'YMAP
EXPOSED OR EXCAVATION OA EMBANKMENT SLOPES WHICH ARE MEASURES AS MAY 8E REQUIRED BY THE CITY ENGINEER DUE TO 535 N. COAST HIGHWAY 101
Y�
NOT TO SCALE
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCU+tSTANCES SOLANA BEACH CA, 92074 aj
cTVD_ r REVIEW OF THIS PLAN BY SAN OIEGUITO WATER DISTRICT DOES NOT CONSTITUTE
OF. THE TOE AND TOP F ALL SLOPES SHALL BE AIXNvDEO IN WHICH MAY ARISE. '�� CALF A REPRESENTATION AS TO THE ACCURACY
OF, THE LOCATION OF, (Na THE EXISTENCE
ACCORDANCE WITH THE GRADING ORDINANCE. PE 1171 OR NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE THE LIMITS THIS PROJECT.
3
16. ALL TREES, BACIS-O GRASS. AND OTHER OBJECTIONABLE MATERIAL AREAS
NoText