2008-926 SG (Plans) A. G ENERAL NOTES B. NOTIFICATIONS R HYDROSEED N07W OWNER'S CERTIFTCATE LEGAL DES ON
! . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES 1. Hydroseedingg steal 1
be applied to all slopes that PARCEL 3 OF PARCEL MAP NO. 1472 IN 717E CITY OF ENCINITAS%
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A are graded 6: 1 (horizontal I
(NE ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR IN THE COUNTY OF SAN DIEGQ STATE OF CALIFORNIA. FILED IN
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR to vertical) or steeper when they are:
GEOLOGIST HAS BEEN OR WILL BE RETAILED TO SUPERVISED OVER THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO, APRIL 2rx
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN A. Three feet or more in height
in fill areas. ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND 1973
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM ON THESE PLANS, HOWEVER: B. Five feet or more in height in cut areas unless
STABILITY OF THE SITE
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY slope is not subject to erosion due to the A.P.N•:
REQUEST FOR INSPECTION. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY erosion resistant character of the material as
2. THE SOILS REPORT ENTITLED "GEOTECHNICAL INVESTIGATION MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES approved by the City Engineer.
259- 231 -43
PROPOSED RESIDENCE REMODEL, 234 RANCHO SANTA FE ROAD LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S 2. Irrigation shall maintain the moisture
level of LOLW
ENCINITAS, CALIFORNIA" PREPARED BY HETHERINGTON ENGINEERING, RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO the soil at the optimum level
for the growth of RICHARD SDOETr TRUSTEE DATE SlTEADDMS �
DATED NOV. 4, 2005, UPDATE LETTER ENTITLED GEOTECHNICAL UPDATE CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR the hydroseeded growth. SDWET'T
FAMILY TRUST DATED 517101 234 RANCHO SANTA FE ROAD
PROPOSED RESIDENCE REMODEL, 234 RANCHO SANTA FE ROAD STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND g 3. Hydroseedin mix shall
consist of all the 234 RANCHO SANTA FE ROAD ENCINITAS, CA
ENCINITAS, CALIFORNINA, DATED AUGUST 17, 2007, AND FOUNDATION LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF ENCINITAS,
CA-,92024
PLAN REVIEW LETTER DATED FEBRUARY 26, 2008. ALL GRADING SHALL WORK. following: _
A. Seed mix shall consist of no less than: .O
BE DONE IN ACCORDANCE WITH THE RECOMMENDA AND A . SEWERS - ESO 633 -2770 1. 20 lbs. per acre of rose cl o ver
SPECIFICATIONS CONTAINED IN SAID REPORT. 2. 20 lbs. Per acre of zorro fescue / �'�'!�- t�� RICHARD SD4ETT
3. APPROVAL OF THIS PLAN DOFS NOT CONSTITUTE APPROVAL OF B. GAS 6 ELECTRIC - SOGGE (800) 422 -4133 - DIG ALERT 3. 3 lbs. Per acre
of E school cia cal i fornica 234 RANCHO SANTA FE ROAD
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF 4. 4 lbs. Per acre of achillea millefolia DORIANNA DEL CARMEN S TRUSTEE
DATE ENCINITAS, CA 92024
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE C. WATER - SOWD 633 -2848. 5. 3 lbs. Per acre of alyssum (carpet of snow)
SDNNETT FAMILY TROT CRATED 517101
APPROVALS Ah7 PORTS FoA THESE SHALL BE REQUIRED IN 6. 112 lb. Per acre of dimorpholeca 232 RANCHO SANTA FE ROAD
DORIAfM DEL CARMEN SDOETT
CONJUNCTION WITH IMPROVEMENT PLANS. D. TELEPHONE SBC (800) 422 -4133 - DIG ALERT 7. Items 3. 4, 5, and 6 of this subsection may
EINCINITA.% CA 92024 232 RANCHO SANTA FE ROAD
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE be omitted on locations where the area being ENCINITAS,
CA 92024
GRADING. E. CABLE TV - COX (800) 422 -4133 - DIG ALERT hydroseeded is not visible from either a
public street or residential structures.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 B. Item ! of this subsection
must be inoculated
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. with a nitrogen fixing bacteria and
applied
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR PHONE. (760) 633 -2770. dry either by drilling or broadcasting
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. before hydroseeding.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR 9. All seed materials
shall be transported to
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- INSPECTION. PHONE. (760) 633 -2770. ALL WORK PERFORMED the jobsite in unopened containers
with the STA 7EAgNT OFENGEVEER OF WORK
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO California Department of Food and
OR A LICENSED LAND SURVEYOR. REJECTION AND REMOVAL. Agriculture certification tag attached to, or THE LNOERSIGNED ENGINEER AGREES THAT
THE WOW PERFORMED BY THE ENGDEER
printed on said containers. SMALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL 10. Non -phyto -toxic wetting agents may be added EHNGDNEEERS TRADE OR
PROFESSION. THE ELGINEEA FURTHER AGREES THAT THE HARK
S ALLY DEVICES, INCLUDING SHORING, AND SHALL BE to the hydroseed slurry at the discretion of PEIFOF ED HEREIN SHALL BE IN ACC:ORDANKE
WITH THE RULES AND REGULATIONS
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND D. EROSION CONTROL the contractor. REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER
AGREES THAT ANY PLANLHECK OR
FEDERAL SAFETY AND WEALTH STANDARDS. LAWS AND B. Type ! mulch applied at the rate of no REVIEW PERFOED BY THE CITY OF ENCINITAS
IN ITS CAPACITY AS A PUBLIC ENTITY
REGULATIONS. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT less than 2, 000 lbs. Per acre. Type 6 mulch FOR THE PLANS PREPARED
BY THE ENGINEER IS NOT A DETER WD44TIM BY THE CITY OF
C. _ GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) RICHARD SINNET AT (760) 555 -5555, 24 HOURS A DAY. (straw) may be substituted,
all or part, for ENCINITAS OF THE TFCHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN;
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE hydraulically applied fiber material. When AND IT THEREFORE DOES NOT RELIEVE
THE ENGINEER OF RESgNSIBL.IITY FOR THE PLANKS
COVDUCTEL, BETWEEN THE HOURS Or 5. 30 P.M. AND 7. 30 A.M. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE straw is used it must be anchored
to the OR DESIGN OF D►PFOVEAENTS BASED THEREON. THE ELGDNEFR AGREES TO 1117EMNI Y
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. slope by mechanically punching no less than
AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS CFFILERRS` AGENTS AND EMPLOYEES
(OCTOBER 1 TO APRIL 15) ALL NECESSARY MATERIALS SHALL BE 50% of the straw into the soi FROM PROPERTY DAMAGE OR BODILY D&MY
ARISING SOLELY FROM THE NEGLIGENT ACTS. ESTIMATED EARTHWORK QUAM773ES
9. NO GRADING OPLRATICN'S- SHALL COMMENCE UNTIL A PREGAADING STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE C. Fertilizer consistingy
of ammonium EFL OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING
WETING HAS BEEN HELLS ONSITE WITH THE FOLLOWING PEOPLE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. phosphate sulfate, 16 -20 -0,
wi 15% sulfur WITHIN THE COLS AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF
PREVENT. CITY INSPECTOR, CIVIL ENGINEER, SOILS 4. Areas ENGINEER, applied at the rate of 500 lbs. per acre.
THE WOW PERFORMED BY THE E1�GI1�. 0 CUBIC YARDS EXCAVATION (CUT)
GRADING CONTRACTOR AND PERMITTEE. THE PREGAADE MEETING .. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED be h
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HnURS IN WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. t hydroseeded shall be prepared prior
to 0 CUBIC YARDS E MB A NKMENT (FILL)
STOCKP
hydroseeding by:
20 CUBIC YARDS EX STOCKPILE
ADVANCE BY CALLING (7FO) 633 -2770. A. Aou henin the surface to be planted by any or
� 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES g p BY., A Uk, O 20 CUBIC YARDS NET EXPORT
10. PAIOA -TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER a combination of:
WILLIAM rTIN SUITER DATE 700 CUBIC YARDS REMEDIAL
PAOPO�LD CONSTRUCTION SITE WITHIN THIS PROJECT THE AFTER EACH RUN OFF PRODUCING RAINFALL. 1. Track walking slopes steeper than 6:1.
DEVELOF.P' -SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE 2. Ripping areas that will not break up using
item ! above. ESTIMATE DOES NOT INCLUDE STRIPPIMGS, OR ANY
CITY Eli JEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER 5. THE L ,,,. TRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL
UTILITY TRENCH VOLUMES. IF REQUIRED BY SITE
SHALL LY WITH ALL CONDITIONS AND REQUIREMENTS THE MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO B. Conditioning the soils so that it
is suitable
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES for planting by:
CONDITIONS
ESSI
OPERA,710N. WHICH MAY ARISE. 1. Adjusting the surface soil moisture to RCE Np. 68964 O �USTjA, � CONTRACTOR
SHALL SATISFY SELF THAT ESTIMATES
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE provide a damp but not saturated
seed bed. �� `�'i ARE CORRECT PRIOR TO COMMENCEMENT OF WORK.
2. The addition
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL ANn /OR FIN, LEASE - ;^c SECURITY, AND AS- GRADED CERTIFICATION SHA .: BE AREAS WHEN IMPOUNDED WATERS CREATE
A HAZARDOUS CONDITION. '' - NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO adjustment, l soils to provide viable conditions for growth. PASCO
ENGINEERING INC. s No. 6M4 EARTHWORK QUANTITIES ARE ESTIMATED FOR
soil amendments, ph ching or covering saline � „ 1
- p '�
R . c�
9 PERMIT PURPOSES ONLY. (CALCULATED ON A
PROVIDE STATING: "THE GRADING UNDER PERMIT NO. 926-SG 5. Hydroseeded areas shall be maintained to provide a SOLANA BEACH CA.
92074 535 N. COAST HIGHWAY 10! ` Exp. 12/31/09 a THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY
HAS CEEW - ERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED
i
APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED GRADING PLAN SHALL BE INCORPORATED HEREON. vigorous growth until the project is permanently
�[ DUE TO SHRINKAGE OR SWELL FACTORS).
A„ GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE landscaped or, for cress where hydroseeding is the PE !3l2SGP
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY p ermanent landscaping until the
project is completed �'�
SUCH GRADING OPERATION. FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK and all security released.
DAY.
C. GRADING NOTES 9 . ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE A 8T" Sr. g I�EGTD
AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN T�MCh S.D.R. S. D. = SAN DIEGO REGIONAL STANDARD
DRAWINGS
!. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT REM
SOILS ENGINEER OR UREA HIS DIRECTION. HE SHALL INSPECT AND OTHER DEBFIS SHALL BE REMOVED AFTER EACH RAINFALL.
,-TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS sh LOT LINE
AND BACKFILLS AND COMPACTION OF TAENCt'F_S., HE SHALL !0. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE r �
St_
SUE�MIIT SOILS REPORTS AS REQUIRED AND hILL DETERMINE THE EFFECTIVE COVERAGE OF GRADED SLOPES (90x COVERAGE) PRIOR MD
EXISTING CONTOURS 244
E'L!' i AEILITY OF ANY FILL MATERIAL. UPON COMPLETION OF TO NOVEMBER 15, THE SLOPES SHAL4 BE STABILIZED WITH CA
C-RAIi7Nfa^OPERATI7rNS HE SHALL STATE THAT OBSERVATIONS AND PUNCHED STRAW INSTALLED IN ACCO OANC- • WI•TH- SECTION 35.023
Pip COfVTC>f 244 -
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE OF CALIFORNIA DEPARTMENT OF CONSERVATION.
CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANE SITE EXISTING EDGE OF PAVEMENT AND THAT ALL EMBANKMENTS
AND EXCAVATIONS ARE ACCEPTABLE FOR CENTEF�DNE
F. STOI�'MWATER FOLZ,UT'ION CONTROL BMP NC7TE.S RELAT.TVE TO CONSTRUCTION A TEr
THEIR INTENDED USE.
� MAY
2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED CONSTRUCTION SITE ACCESS TRAINING LIMITS OF REMEDIAL SWIM
W W
SURFACES TO PROVIDE F..,;TIVE DRAINAGE AND PREVENT PONDING A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDE FOR VEHICLES CONTRACTORS' EMPLOYEES
WHO PERFORM CONSTRUCTION IN THE CITY OF ?F LN
- OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL I ENCINITAS SHALL
BE TRAILED TO FAMILIAR WITH THE CITY OF ENCINITAS TOE OF SLOPE
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE NCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL STOR►NdATER POLLUTION CONTROL
REQU17:0ENTS. THESE BAP WTES �
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT E,,JSION PNELS/PLATES. SMALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE FkFERTY
GRAVEL BAGS 125 EA o0000000000
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT OMNER (S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS sh
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN CONSTRETIONI VEHICLES ABOUT STOR MWATER REQUIFOENTS AND THEIR OWN RESPONSIBILITIES.
STET
INS TALLED. FIBER MAIRIX 6 HYOID 1620 SF .... +::: ......::: ':
A SPECIFIC AREA AWAY FROM GUTTERS AND STOR O RAIN SHALL BE DESIGNATED WASTE MANAGEMENT PAD STABILIZATION
: ::. * '
3. A' L AREAS TO BE FILLED SHALL BE PREPARED r0 BE FILLED AND FOR CONSTRUCTION VEHICLES PARKING VEHICLE REFUELING, AND ROUTINE
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF - SITE. CONTRACTOR SHALL BE RESPONS
FOR PROPERLY DISPOSING OF ALL WASTE
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE ' AND USED CONSTRUCTION MATERIALS. DLNPING OF UNUSED OR WASTE
MATERIAL SHALL 6E REMOVED BY THE CONTRACTOR FROM THE EROSION CONTROL PRODUCTS ON THE GFDU\fa MEERE WATER CAN CARRY THEM INTO THE
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE TILL CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM EhOSION CLA.TROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING NO SEEPAGE FROM DUNPSTERS
SHALL BE DISCHARGED INTO STORMNATER. WC,'PTll' X4P
A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE BERMS/DIKES SHALL BE
PLACED AROUND DUWSTERS TO DIVERT 717E NAiLRAL WT To SCALE
PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO GROLAND COVER VEGETATION; AND BANDED FIBER MATRIX. STORM RUNOFF. DUNPSTERS SHALL BE
CHECKED FREQUENTLY FOR LEAKS.
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT NO EXCAVATION AND GRADING ACTIVITIES A RE ALLOWED DURING MET HEATHER. DL�NPSTER LIM SHALL
REMAIN CLOSED AT ALL TINES. DUWSTERS WITHOUT
ACCORDANCE WITH SPECIFICATIONS. LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR
4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINI51, DIVERSION DIKES SHALL BE CONSTRUCTED TO C,LAIV RUNOFF AFOM THE COVES WITH TARPS BV
GOER TO AVOID RAIN CONTACT WITH ANY TRASH
MATERIAL
GR�'DE TO PROs • A SMOOTH SURFACES AND UNIFORM CROSS CONSTRUCTION SITE'. CONTRACTOR SHALL PROTECT (H�ANNNELS AGAINST EROSION ' SOUS
E CERTIFICAM
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. MANY CONSTRUCTION MATERIALS` INCLUDING
SOLVENTS, WATER-BASED PAINTS,
SHALL BE SHAPED:- PLANTED AND TRIMMED AS DIRECTED BY THE FEM�OVE EXISTING VEGETATION ONLY hlfN ABSOLUTELY NECESSARY. LARGE VEHICLE FLUIDS, BROKEN ASPHALT
AND CONCRETE HOOQ AND GEARED I, D�Ny cowcM A REGISTERED CIVIL ENGINEER IN THE STATE OF
ENGINEER OF WORK AND LEFT' IN A NEA7 AND ORDERLY VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN NC
ALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL
CONDITION. ALL STONES. ROOTS AND OTHER WASTE MATTER PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL TO AN APPROPRIATE LANDFILL
OR DIED OF AS HAZARDOUS WASTE. FOR CAL N A,
MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR %RW INFCRRNATIOV ON DISPOSAL OF HAZARDOUS
MATERIAL, CALL THE HAZARDOUS
LIABLE TO AECnME LGOSENED SHALL BE REMOVED AND DISPOSED UNNECESSARILY: THEY HELP DECEASE EROSION. WASTE HOTLINE TOLL FREE AT (800) 7114 -1195.
FOR INFORMATION ON LANDFILLS CONDITIONS PREVALENT WITHIN THIS SITE WAS LADE BY ME OR MINDER MY
OF. T-IE; TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN AND TO ORDER DUNPSTERS CALL EDCO AT (760) 436 -4151. DIRECTION BETWEEN
THE DATES / AND • ONE COMPLETE
ACCORDANCE WITH THE GRADI)IG ORDINANCE. TEMPORARY VEGETATION MET BE PLANTED ON SLOPES OR MERE CONLSTFCTIOV COPY OF THE SOILS REPORT
C L FROM THIS STUDY, WITH AUG. IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL POLLUTANTS SHALL BE KEPT O=F EXPOSED SURFACES.
PLACE TRASH CANS AND RECOMMENDATIONS TOGETHER WITH AN UPDATE LETTERS DATED . 17, 2007,
5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL BE PREVENTED BY PLANTING FAST- GAOVILG ANNUAL AND PERENNIAL GRASSES TO CYCLING RECEPTACLES
AROUND THE SITE. FUATHEAMOAE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE
6 FEB 26, 2008, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER,
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF SHIELD AND BIND THE EDA--
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT PORTABLE TOILETS MT BE IN GOOD WORKING ORDER AND CHECK FREQUENTLY RECOMMENDATIONS
INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE PLANT PERMANENT VEGETATION AS SOON AS RISIBLE; ONCE EXCAVATION AND BEEN IMCORPORAT
HE GR�NG PLANS AND SPECIFICATIONS.
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF GRADING ACTIVITIES ARE COMPLETE. FOR LEAKS. T OILE TS AWAY S C Y FACM STOR►DFRAIN
INLETS ON PERVIOUS AND
LOCALE PORTA LE TLE WA PROVIDE SECONDARY SIG
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND SURFACES.
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. Y COHEN
O AL NOTES: ON-SITE COVS7RUCTIOV MATERIAL STORAGE ALL CC NtSTRUCTIOV DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTED ACE N0.:
40 C?. E• 23 (6 Q ���,�, CORE F
AND STAIN. CONTRACTOR MUST ROIUTD E L Y CHECK AND CLEAN UP MATERIAL // �o ,,t�
1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS N/A STORED MATERIALS SHALL BE CON TAINED IN A SECURE PLACE TO PREVENT SEEPAGE THAT MAY HAVE
TRAVELED AWAY FROM CONSTR SITE. EXP. DATE: O T l; (�o or 346 F�
(EXCLUDING ANY EXISTING MAN MADE SLOPES) . AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS *fDE THEY WILL HETHERINGTON ENGINEERING
No 2 0s, to*
2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 3' AND THE MAXIMUM STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY COVTADNNE
CC s% NT 5205 AVIENDA ENINAS, SUITE A i `
VERTICAL HEIGHT OF FILL IS 2' - FOR ALL FUEL STORED ON-SITE.
CARLSBAO, CA 92008
3. A. ) AVERAGE DEPTH VOLUME OF CUT (C. F.) _ 1. 3 F1
ELIMBUTE OR REDUCE POLLUTION OF STOMN WATER FROM STOCKPILES KEPT ON-SITE. PROJECT NO. 5017.1 '9 o
OF CUT AREA OF CUT (S. F. ) STOCKPILES MAY INCLUDE SOIL, PARING MATERIALQ ASPHALT CONCRETE. STATUS
TE. AGGREGATE ' TE OF c�
B.
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