2004-9263 G (Plans) r T � _
W ORK TO BE DONE -- 3. ALL AREAS TO BE FILLED SMALL BE PREPARED TO BE FILLED AND FiLL SMALL BE RACED IN E. STORM WATER POLLUTION CONTROL NOTES
-- -- -- � ,
ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE _ ENVIRONMENTAL DATA:
DATA:
r� GENERAL Coecrete Washoat On -site Construction Material Storage { "
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FiLL 15 t
1. ALL WORK SHALL 'BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED
TO SUITABLE FIRM NATURAL 1) STEEPEST EXISTING NATURAL SLOPE ON -SITE 23,8 #
FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6' AND
THEN COMPACTED TO • Contractor shall establish and use adequately sized concrete • Stored materials shall be contained in a secure place prevent
w on site. It is illegal to seepage and spillage. Contractor l (tore these products Q) MAXIMUM VERTICAL DEPTH
OF CUT s 10A'
ENCINITAS AND THE SAN DIEGO AREA REGIONAL washout area t contain washout shal
IONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, wash
concrete, slurry, mortar, stucco, plaster and the like into where they will stay dry out of the rain. Contractor shall
THEREFROM SHALL eE APPROVED @Y THE CITY Dales PRiQR TO ANY REQ�IEST FOR IN�PECTI4N. WATER, AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS.
she stonnwater conveyance system or any receiving water. provide y for AW staod �• 3) VERTICAL DEPTH OF FILL � 3.8' +"
4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH Cootmctorshalipoet aau�d�o &tbeuuw6outlucat►eo.
2 • � SOiLS REPORT QED: REPORT OF � '� CEOTECH14M PROPOSED SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS
a F11RIIflaltO rrl�tpDllutlor [OfSM1111WS[8rllM111IO&pRes R) AVERAGE DEPTH OF CUT - 98 C.Y. K 27 +7470 3.56' Q
SINGLE FAMILY RESIDENCE BURGUNDY ROAD, ENCINITAS, CALIFORNIA, elite Aeew kept on Stockpiles may include soil, paring materials,
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED 8Y THE ENGINEER OF WORK AND LEFT IN asphalt concrete, aggregate base, etc. Stockpiles
shall be -_ P __ _.. ' - - --
A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS, AND OTHER WASTE MATTER EXPOSED OR a A sailI cons
tt�t s
ttmhe a�Atafi provided P 5) AVERAGE DEPTH OF FILL 200 C.Y. AK 27 *2280 2.37
PREPARED BY CHRISTIAN WHEELER ENGINEERING DATED JULY 21, 2003, piavf located away from concentrated stormwater flows and
i
AND UPDATED MAY 6 2005 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED
SHALL BE vehicles egress and ingress to prevent tracking dirt off site. wonndrain inlets. Stockpiles shall be covered or protected a
REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE Rol lINDED IN EARTHWORK,
GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS ! This shall include using material such as gravel and/or
with soil stabilization measures and provided with a temporary 1 tr
THE GRADING ORDINANCE. corr u g ated steel panels/ p lates. sediment barrier around the V r
CONTAINED IN SAID REPORT. ACCORDANCE WITH T g l� P perimeter at all times.
,
5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED,
3. APPROVAL OF THiS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND TYPE PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR
SO AS TO LEAVE THE C Veh llniang CUT � 9ES� C.Y.
FILL w 200E C
DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AREAS THAT HAVE BEEN CLEARED WiTH A NEAT AND FINISHED APPEARANCE
FREE FROM UNSIGHTLY - 4
AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. DEBRIS. APPROVAL OF LOCATION OF DEBRIS FiLL SHALL BE SECURED FROM THE
SOILS ENGINEER e A specific area away from gutters and Aonn"n shah be t Contractors' employees who perform construction in the City -
EXPORT
AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. designated for construction vehicles parking, vehicle of Encinitas shall
be trained to be familiar with the City of
� C. REMOVE AND RECOMPACT OTITSi13E BASEMENT- GOOF C .Y.
refueling, and routine equipment naive^^"^^" Ali au jar Encinitas stormwater pollution control requirements. These
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. O. EROSION CONTROL npairs "I be made off -i its. BMP notes shall
be available to everyone working on site. The s
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DON CRAIG AT (858)530 -0670, 24 property owner( s ) and the prime contractor
must inform OWNER S CERTIFICATE f
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT HOURS A DAY. trade. Central subcontractors about
sbrmwater requirements and their own
responsibilities. i HEREBY tERT1FY THAT A REGISTERED SOILS ENGINEER OR tCEOLOMST HAS BEEN OR Wltt BE
PROPERTIES DURING GRADING OPERATIONS. ANYTHING DA MAGED OR DESTROYED SHALL BE REPLACED 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE
AT ALL TIMES a Erosioncontrroimusfbeprovidedfora llerosivesuifaces. RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION
AND
OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE Sloped
surfaces especially shall be protected against Waste Management - `� - STABILITY OF THE SITE. I
-STOCKPILED ON SITE ON OCTOBER 1 AT ,CONVENIENT LOCATIONS TO FACILITATE RAPID erosion by installing erosion resistant surfaces such as
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS CONSTRUCTION OF TEMPORARY DEVICES WHEN RAW IS IMMINENT. erosion
control mats, adequate ground cover ve p. Contractor shall be responsible for properly disposing of all s _
DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL and bonded fiber matrix. waste and unused construction
materials. Dumping of unused ATE: t D +
ENGINEER OR A LICENSED LAND SURVEYOR. 3. DEVICES SHOWN ON PLANS SHALL GIOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF or waste
products on the ground, where water can carry them JEROM GALILEY, TRUSTEE - -
TI{Ep TOR, • No excavation and &radio$ activities are allowed during into the conve�snce system is strictly prohibited.
C.JEROME GALILEY R EVOC LE TRUST GATED 12 -4 -1$87
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING RESTORE wet weather.
SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL. STATE AND FEDERAL SAFETY THE TISFACTION OF THE CITY I`NI ERO CONT ROL
N€ �
ER AFTER H � F OE RO O �W ORKING � FALL- a • Diversion dikes "I be as stisexd toehownd tnneff era and a st storm�� Berms/di
shall b placed dump" S TATEMENT OF ENGINEER OF WORK
IIND HEALTH STANDARDS, LAWS AND REGULATIONS. the construction site. Contractor shall protect channels aping In divert the natural storm
runoff. Dumpsters shall be checked
3. 'THE CONTRACTOR SHALL INSTALL ADDITIONAL 'EROSION CONTROL MEASURES AS MAY BE erosion using permanent and tamporwy erosion control frequently
for Leaks. Dumpster lids shall remain closed at all THE INDERSiGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE V40WEER SMALL
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR REQUIRED 13Y THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION
OR UNFORESEEN measures. Imes. Dumpsters without lids shall be placed within structures COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE
ENGINEER'S TRADE
- -_ - - -- -CIRCUMSTANCES WHICH MAY ARISE. - - - -- __ -__ -- -_ -_ - -__ - -_ - _ - -with impervious
roofing or covered with tarps in order to _ - -OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE -
HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 AAd. • Remove existing vegetation only when absolutely
j avoid rain contact with any trash material. IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE
NOR ON 'SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAURONS T1?
-
ne cessary. Cadge projects shall be conducted in phases W - ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED
BY THE CITY OF ENCINITAS 1N IlS
PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS avoid unnecessary nxnoval of the natural ground cover. a Many
construction staterids, including advents, wow bond CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER iS NOT A
9 NO CRAOMG OPERATIONS SHALL COMMENCE UNTIL A PRE - AMNIC MEETING WAS BEEN HELD CONDITKK Do not remove tips ora6arbs unnecessarily; they
hdp Paints, vehicle fluids, broken asphalt and concrete, wood, and DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE
- decrease cession. cleared vegetation can be recycled. Non - recyclable materials PLANS OR DESIGN, AND IT THEREFORE
DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR
ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, ,
' 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE must betaken to an appropriate landfill or disposed
of as THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY
GRADING CONTRACTOR AND PERMITTEE. THE PRE -GRADE MEETING SHALL BE SCHEDULED WITH THE
INCORPORATED HEREON. s Tempomry vegeUttott must be iftl d on doM orvVkero hazardous waste. For information on disposal of hazardous
AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM
CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 833 -2818. construction is not immediately planned for erosion control material, call
the Hazardous Waste Hotline toll free at (900) s PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR
19. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE -DF purposes. Erosion shall be prevented by planting fast -
growing 914 -1195. For information on landfills and to order dumpsters OMISSIO OF THE ENGINEER HiS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE SLOPE AT 114E CONCLUSION OF EACH WORK DAY. annual and
perennial grasses to shield and bind the soil. call EDCO at (760) 436 -4151. AND S P OF SUCH AGENCY ND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED
BY
WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY 9 ALL REMOVABLE PROTECTIVE DEVICES SHOWN SH1Att BE IN PLACE AT
THE fTfU OF EACH t THE GI R. f r
• Plant permanent vegetation as soon as possible, once • Pollutants shall be kept olT surfaces. Place trash cans
OfE
ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS
FORTY PERCENT •• y.
excavation and to activities are compl ete. and recycling receptacles around the site. �p
AND .REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
' $ � - Y: ATE:
a W dust u�tmtrul shah minimized • Portable toilets must be in good working order and checked JA R
11. UPON FiNAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL 10. SHOULD GERMINATION OF HYDRO- SEEDED SLOPES FAIL TO PROVIDE EFFECTIVE
COVERAGE OF frequently for leaks. Contractor shall provide secondary •_�� 1146. 29M
j GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY. AN AS- GRADED CERTIFICATION SHALL BE GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL
(BE STABILIZED con tainmen t and locate portable toilets away from sTormdrain NO 29375 ` � � # rh�•33t -0Y
WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND loletsonlimiousaurfaces
C PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 9263 -GR HAS BEEN PERFORMED IN SEDIMEN CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF
CONSERVATION.
SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED q a An colistructtan kep de6rts"be
Way horn 4te t, LARET ENGINEERING COMPANY, INC. a A �OFCO.*
AS- GRADED PLAN THiS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE EHYDR04SEFA t� <) , .
` -
1. HYDRO - SEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 HORIZONTAL 0 and cl ean and p ma tdrain. Contractor
must routinely check 16091 SAN DIEGUITO RD STE C- 54
CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. ( �- and clean up material that may have traveled away from P.O.
BOX 9661 t
1 VERTICAL) OR STEEPER WHEN THEY ARE:
construction site
tl NortFtcwTtoNS RANCHO SANTA FE, CA 92067
A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. (858)756-9374
^ - - - --
1. THE GH EAS
E EXISTENCE AND LOCATION OF UNDERGROUND UTXITY PIPE'S AND STRUCTURES SHOWN ON B. 5 FEET OR MORE IN HET IN CUT AR, UK= SLOPE IS NOT SUBJECT TO
EROSION SAN VIEGUITO WATER DISTRICT NOTES ENGINEER'S JOB N0. 939
KKNOW EDGE THERE ARE 013 BY A S EAR CH
EXISSTI G UTILITIES S E E XCEP T A S SH ON TH ESE PLANS, HOWEVER: OUR ENGINEERS E ROSION RESISTANT CHARACTER OF THE MATERIAL As APPROVED By THE CITY
(1) REVIEW OF THIS PLAN BY SAN DIEGUiTO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO S OILS ENGINEER'S CERTIFICATE
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY - - -- ___ _ THE ACCURACY OF, THE LOCATION OF,
OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND
EXiSTTNG UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT 1S THE CONTRACTOR'S 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE
OPTIMUM LEVEL FOR YaTYrMNKA L
THE GROWTH OF THE HYDRO- SEEDED GROWTH. UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. i, CHARLES CHRiSRAN
A REGISTERED CF6t661E ENGINEER iFl THE STATE OF CALIFORNIA,
RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO PRINCIPALLY DOING BUSINESS IN
THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A
ANY EXCAVATION. FOR VERIFICATION AND LOW1101N QF UIWTIES AND NQTIRWION U � 3. HYDRO- SEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: (2) ALL
EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, LE; UNE CROSSING, UNE PARALLELING OR SAMPLING AND STUDY OF THE SOiL CONDITIONS PREVALENT WITHIN THIS SITE
WAS MADE BY ME OR
COMMENCEMENT OF WORK: A. SEED MIX SHALL CONSIST OF NO LESS THAN: PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR
PROPOSED UTILITY CROSSING WITHIN UNDER MY DIRECTION BETWEEN THE DATES JUNE 2003 AND JULY 2003 TOGETHER WITH THE
_20 LBS. PER ACRE OF ROSE CLOVER _ _ _ _ _ _ UPDATED LETTER DATED 5 \6 \05. ONE COMPLETE COPY OF THE
SOILS REPORT COMPILED FROM__ - -
b. 20 LBS PER ACRE OF ZORRO FESCUE - �0 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. - ELECTRICAL
AND SEWER PHIS STUDY WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY
A. SEWERS - LEUCADIA WASTE 1 - 920 - 4133 c. 3 LBS. PER ACRE OF E SCHOOL CIA CAUFORNICA TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN
PERMISSION BY SAN DIEGUIIO WATER DISIRICT. ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE
WATER DISTRICT d. 4 LBS. PER ACRE OF ACHILLEA MILLEFOLIA RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR
TH15 , PROJECT HAVE BEEN INCORPORATED
B. GAS ! ELECTRIC - SOG&E 1-4100-920-4133 e. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) IN THE GRAD G PLANS
AND SPECIFICATIONS.
f. 1/2 LB. PER ACRE OF DIMORPHOLECA (3) CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING
DISTRICT 1-800- 433 -4133 g. ITEMS C, 0, E, AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE WATER FACILITY (FIRE tfYDRANT,
METERS. VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR a�jTlJ' Q POfessro
C. WATER SAN DIEGUITO WATER THE AREA BEING HYDRO- SEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR . CHARLES
CHRIS T� sµ•LM
PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES STANDARDS COMMITTEE Q' 9i
1D. TELEPHONE PACIFIC BELL 1- 800 -920 -4133 RESIDENTIAL STRUCTURES. EX
tl. ITEM A" OF THIS SUBSECTION MUST 8E INOCULATED WITH A HITITOOEN FIXING BACTERIA ) � �• IF FACILITIES 00 NOT MEET STANDARDS,
THEN THEY SHALL BE UPGRADED TO CURRENT EXP. . D 11 -1#-sr c 3 No.GE215 m
AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDRO- SEEDING. STANDARDS AT THE OWNER'S EXPENSE. Erp.9.30
-07
E. CABLE TV - DANIELS CABEL 1-800 -920 -4133 t. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOB -SITE IN UNOPENEDCONTAINERS
CHRISTIAN WHEELER ENGINEERING
WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG 4925 MERCURY ST. SAN DIEGO, CO. 92111
mr O
Z. CONTRACTOR SHALL NOTIFY THE CRY ENGINEER'S OFFICE 48 HOURS PRIOR TO REI NING ANY ATTACHED T0, OR PRINTED ON SAID CONTAINERS. (4) UTILITIES
TO MAINTAIN MINIMUM 5 - FOOT SEPARATION WHEN PARALLELING WATER SERVICES. (858)496 - 9760 q �pFCAttF� i' 0 C14
J. NON - PHYTO - TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDRO - SEED SLURRY AT ENGINEER'S S �4B Z
WRK ON THIS PROJECT. PHONE: (760) 633 -2818. THE DISCRETION OF THE CONTRACTOR. (5) MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED
BETWEEN FIRE HYDRANTS AND SAN DIEGUITO
3. THE CONTRACTOR SHALL LIVE 24 HOURS NOTICE ON CALLS FOR [INSPECTION. PHONE: (760) 'S. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000
LBS. PER ACRE. TYPE 6 GAS AND ELECTRIC VAULTS.
633 -2818. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO
iMULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER
REJECTION AND REMOVAL - - - e - - - - MATERIAL. WHEN STRAW IS USED IT MUST t3E ANCHORED TO THE SLOPE BY AAECFIANICALLY (6)
ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL QIHLR TRAYELLQ WAYS, UNDERGRDUMD SERVICE ALERT � MPORTANT lr OTIC a�
PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOiL. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING.
CALL TOLL FREE SECTION 4216 14217 OF THE GOVERNMENT CODE
C. GRADING C. FERTILIZER CONSiSTiFIG OF Aivil�iONRJIvI PHOSPHATE SULFATE, 15 -20 -0, WITH 159 SULFUR 1 -ODD- 422 -4133
REQUIRES A DIGALERT IDENTIFICATION NUMBER BE O�
1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER APPLIED AT THE RATE OF 500 LBS. PER ACRE.
ISSUED BEFORE A "PERMIT TO EXCAVATE WALL BE U
, 1 VALID. FOR YOUR DIGALERT 1. D. NUMBER CALL Q
ENC'=AS I,�c UNDERGROUND SERVICE ALERT. TOLL FREE: U0
CO LS OFFIL HE
L AND _ AND L ND C CO
THE O F R EXC
EO E. HE/ SHALL UPON 4. AREAS TO BE HYDRO- SEEDED SHALL BE PREPARED PRIOR TO HYDRO- SEEDING BY: �. G �P K/ DAYS
BE 1 -800- 422 -4133 TWO WORKING DAYS BEFORE YOU Z
RE QUIRED A O MATER 0 DIG. 018 YOU
COMPLETION OF GRADING OPERATIONS HE /SHE SHALL STATE THAT OBSERVATIONS AND TESTS WERE A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION
OF: w=
TRACK WALKING SLOPES STEEPER THAN 6:1. OFES Ip s " - _ r U
MADE BY HIM /HER OR UNDER HIS /HER SUPERVISION AND THAT IN HIS /HER OPINION, ALL RIPPING AREAS THAT WILL !NOT BREAK UP USING ITEM 'A" ABOVE P�oQR
F ZZ
EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING SITE LEGAL DESCRIPTION
OQ
PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. CONDITIONING THE SOIL SO THAT IT iS SUITABLE FOR PLANTING BY:
c >� m RIO. -
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