1989-9021 G (Plans) GRADING LEGEND:
IMPROVEMENT STD. DWG. NO. SYMBOL
WORK TO BE DONE rte=
EXISTING CONTOUR
A. GENERAL EXISTING ELEVATION 340.6
1. All work shall be done in accordance with these 3. All areas to be filled shall be prepared to be
plans, the standard specifications for public filled and fill shall be placed in accordance ORIGINAL
CONTOUR
works construction, the design construction with standard specifications. All vegetable
standards of the City of Encinitas and the San tatter and objectionable material shall be FINISH GRADE
CONTOUR
Diego area regional standard drawings. Any removed by the contractor from the surface upon
changes or revisions therefrom shall be which the fill is to be placed. Loos* fill and FINISH GRADE ELEVATION
38. 65
approved by the City Engineer prior to any alluvial soils shall be removed to suitable firm
request for inspection. natural ground. The exposed soils shall be GRADE BREAK
q(EI.IMINARY scarified to a depth of 6" and then compacted to
2. The soil report titled oN prepared b a minimum of 90 percent. It shall be the EARTH BERM -1' HIGH
X 3' WIDE
K Y-04, NIC bled N7G 7e 116 - I ad uPp4�D I�E�I aTed KNt'q 1969 eMll 1x contractor's responsibility to place, spread,
considered as a part of this grading plan. All water and compact the fill in strict accordance DIRECTION OF RUN -OFF
grading shall be done in accordance with the with specifications.
recommendations and specifications contained in LIMIT OF GRADING
said report*. 4. Cut and till slopes shall be cut and trimmed to
finish grade to produce smooth surfaces and SEWER�SE (INFORMATIONAL ONLY- SEPARATE PERMIT REQUIRED)
® e
3. Approval of this plan does not constitute uniform cross sections. The slopes of NNEERR�I
approval of sizes, location and type of drainage excavations and embankments shall be shaped, MASONRY RETAINING
WALL (INFOKMATIoNA ON -SEE 9 0 21K)
facilities, nor of improvements within street planted and trimmed as directed by the engineer
right -of -ways. Separate approvals and permits of work and left in a neat and orderly NEW
A.C. PAVING (INF> 1A TIONAL ONLY - 5;—=F-
for these shall be required in conjunction with condition. All stones, roots and other waste
improvement plans. matter exposed or excavation or embanlosent 2 "x8" REDWOOD HEADER (INF,OKNATIONAL
ONLY 9O2I K)
slopes which are liable to become loosened shall
4. Written permission shall be obtained for any be removed and disposed of. The too and top of D -75 DOWN
DRAIN 8
off -site grading. all slopes shall be rounded in accordance with
the G ;ailing Ordinance. Tor OF WALL ELEVA - CION
.W.
5. Contractor shall take any necessary precautions
required to protect adjacent properties during 5. All trees, brush, grass, and other 6UfTOM OF
WALL ELEVAZIUN ��1•
grading operations. Anything damaged or objectionable material shall be collected,
destroyed shall be replaced or repaired to piled or otherwise disposed of off the site by PROPERTY LINE
+
condition existing prior to grading. the contractor so as to leave the areas that
have been cleared with a neat and finished
6. The developer shall be responsible that any appearance free from unsightly debris. Approval
monument or bench mark which is disturbed or of location of debris fill shall be secured from
destroyed shall be re- established and replaced the soils engineer and City Znqinear prior to
by a registered civil engineer or a licensed the disposal of any such material.
land surveyor.
7. The contractor shall design, construct and
maintain all safety devices, including shoring,
and shall be responsible for conforming to all
local, state and federal safety and health
standards, laws and regulations.
8. Grading and equipment operating within one -half
(1/2) mile of a structure for human occupancy
shall not be conducted between the hours of 5:30
p.m. and 7:30 a.m. nor on Saturdays, Sundays
and City recognized holidays. LEGAL DESCRIFTION:
B. NOTIFICATIONS A PORTION OF THE NORTH HALF OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN
BERNARDINO MERIDIAN,
IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA.
1. The existence and location of underground
utility pipes and structures shown on these
plans were obtained by a search of available
records. To the bast of our knowledge there are
no existing utilities except as shown on these
plans, however: S ,`cv +N.WINTpti
The contractor is required to take due
precautionary measures to protect any 59 �r /NI rAS ` N°!NO
existing utilities or structures located at BLIND.
the work site. It is the contractor's * EsF
responsibility to contact the following 5aXy" OR. U �
owners of said utilities or structures 705' CI�'�
prior to any excavation, for verification
and location of utilities and notification
of commencement of work: ENGINEER OF W O RK'
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR TH15 PROJECT, THAT I HAVE EXERCISED
a. Sewers
N A VIC /N/ TY MA P RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6103
OF THE WSINESS AND
b. SAN DIEGO GAS Q ELECTKICW. - 1- 800- 422-4133 NO SCALE PROFESSIONS CODE, AND THAT TILE DESIGN IS
CONSISTENT WITH CURRENT STANDARDS.
C. SAKI t71E.GU1T0 WA7EK 016TRICT - Co 19 - 153- 1145 I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND
SPECIFICATIONS BY THE CITY OF ENCINITAS IS
CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES
d. F' r-OwIC PSELL- ( mLEQNONr_) - I -e0o- 422 -413' FOR PROJECT DE IG .
B. 01M�NSIUN GAr'�t L f.V. - 1 - 500 • 422 - •4 133
2. Contractor shall notify the City Engineer's cnrTS ENGINEER'S CERTIFICATE JR ., R 9490
O
office 48 hours prior to beginning any work I, RALPH M. VINJE a registered civil engineer in the 1202 E7
R BLVD., WLLERIA SUITE u
on this project. Phone: (619) 944 -5070
State of California, principally doing business in the field of SAN 1 696- CA 5 92101
MY REGISTRATION EXPIRES 12/31/92
3. The contractor shall give 24 hours notice applied soil mechanics, hereby certify that a sampling and
(619) 6 STRATI
on calls for inspection. Phone: (619) 944- study of the soil conditions prevalent within this site was
5070. All work performed without benefit made by no or under my direction between the dates MW4, " .26..
IA
of inspection will be subject to rejection _ and MfaLU.w►Wt• 2S ..19EA . one complete copy of the soils I HEREBY
AGREE TO CN MKNCE WORK ON MY IIMOSVMNTS SHOWN ON THESE PLANS WITHIN EXISTING CITY
report compiled'from this study, with my recommendations, has OF ENCINITAS RISINT -OF -WAY WITHIN 60 OATS AFM
ISKIANCE OF TIE CONSTRUCTION PERMIT AND TO
and removal. been submitted to the office of the City Engineer. �OFESSI� PURSUE SUCN WW ACTIVELY
00 EVERY NOW 11111111111 DAY WNT11,_ ETED, IRRESPECTIVE AND
C. GRADING Furthermore, I have reviewed the se grading plans and certify INKPCNKNT OF MY OTHER
WORK ASSOCIATO VITA TNIS PROJECT BR URAER MT CONTROL.
p ro t ect * have � t ie� included od in the
the soils
radinq plans this nd ti`c�� A. MC
1. All grading shall be inspected and tested by a
project �!e q 4� � 2 OWNER: tLOIC, I#c. Ar A%& l 1f (/lE[s)
qualified soils engineer or under his spacificat O
ac
direction. He shall inspect and test the 22 m AK� fT.
Q ROfESSI
excavation placement and compaction of fills and SIGNED: � Ygth>ri�/v
backf ills and compaction of trenches. He shall q� �nKCA. X18024
No. 3 7
Q �w t� EX 12 - 3/ - 7 7
3 AS>fESlM'S ►Allttlt !S! - 3.11 BB Air •!O
submit soils reports as required and will OL NO. ; arm �� `A p� �� P'
determine the suitability of any fill material. 'fl,F Clo.
12- 3► -a'I �l
Upon completion of grading operations he shall ZXP. DATZ: `� Na 663 CAUF�
"
state that inspections and tests were made by Ea. 12•... `' a �
him or under his supervision and that in his
opinion, all embankments and excavations were pIN'1/11*TE CONTRACT
constructed in accordance with the approved �_ _ e+e+ ILT
grading plans and that all embankments and PERMITS CITY OF EN CINITA S
excavations are acceptable for their intended a
use. Construction contractor agrees that in accordance with generally accepted construction MMMTM§W OF
PUBLIC S fNEETi
practices, construction contractor will be required to assume sole and complete responsibility for
2. The contractor shall properly grade all job site conditions during the course of construction of the project, including safety
of all persons CC#OfW- )CoU<K� GRADING /LANE FOR: 1
excavated surfaces to p rovide p ositive drainage and property; that this requirement shall be made to apply continuously and not be limited to
\�
P P g normal working hours, and construction contractor further agrees to defend, indemnify and hold ofOI1Ni�Mo► _ TENTH
T/VE PARCEL MAP C f S l
and prevent pending Of water He shall Control design professional harmless from any and all liability, real or alleged, in connection with the, .�
/Z -a7 9f �/ A /O
surface water and avoid damage to adjoining performance of work on this project, excepting liability arising from the sole negligence of design
TENTATIVE MAP NO. 87 -049 � 87
properties or to finished work on the site and
shall take remedial measures to prevent erosion professional.
of freshly graded areas until such time as CITY APP O S � ~ MARK of
CALIFORNIA C00ADINATE INDEX 318- IG69
permanent drainage and erosion control measures UNAUTHORIZED CHANGES & AJSES AMravw �r D.IS HEStIIIFTIE,II: >' 16
STREET MONUMENT CITY' ENiHrEER
have boon installed. CITY
CAUTION: The engineer preparing these plans will not be responsible CClifn(nKl CoLxxi
for, or liable for, unauthorized changes to or uses of these plans. All OfOAHWW~ LOCATION: g` INTERSECT /UN OF ENC1N1TgS
AY0V4&V4R0 er f / I'� L C.F. 9490
J 6EEMAN DRIVE Ors 4.58 -66 J? R.S . d92)
changes to the plans must be in writing and must be approved by the &N,mIVEIlWNIEVofl 45AN D/E60 COU/vTr VERY /COIL CONTi�L
preparer of these plans. MtE>!li FMM: 1021
ELEVATION: 315.410 DATUM: MfEi'IN AEA LEVEL •? . 1911°1 .. raw
FINE MI.
0
RS 2408
341.86
Exrsr. r6' wArER E
13'
f
A.ArROX. LOCAT /ON
EX 13 T. C "A. C. P.
WATER OA //V
I V
It
--. - -- 1+
I
8.10' S Pi� RCEL & PARCEL 3
WIN-
JI
— — — caaoiivc 9rrs� -c
o
I
_ 1
I J � ELI � � e fl ��, 8 EER
"p I - - -- I I n EC rE, I1� g`l
Q L I ® \ h r�� IVE
' Q �
cify
'36? Z i
/2. (0*2 _ v
l , G.
r,
o� —
360 % J,3ra
PARCEL 4
v p ! ,Ai
'�
33t�_6
W
No. 9490
�D ee
Q 3 J 0 E 41.3141
—
� CMIN
It
�������
SLOPE RA7 /U5
p CU7 - Z r / II ALL SLOPES
1L �JR1I 7`E�C
�: 7�.�- _ ._ _ — BQU�YL�Ae4Y- -- -- -- � _ EXCAVA770AI IODU C.Y. FILL° /CXJU C.Y.
� q
—¢ 56o' 5JEMW rWYE FER =/P 67- 105 �C. 7 -/9 -107 t. R /+/W. — -
3 ��, 20ACCE.53 A Ur/L /rr EASEMENT ¢ _ , — - - /Mf0RT1WA5TE C.Y,
x1Plo9 q&110 REC. 5 -28 -109 AND &C.Io G log. 5E< ; 4 T135 R4W qe , N
41 ,! >
/vlo + FUTURE GO' R /CST OF WAY /O' 6 4
o�:,��, -
/ N - LO AERIAL. SURVEYS 3�8.� — � S
A aF;i,4 `-_ Retou�inq Wol
j� EX /ST GROUND R c
�4 Ex. z„24 � — .�r° - -�_ — - -- __
3 00' S
30.00 �W 1N 71
ELE�ArioN 51110W
z' CONTOUR INTERVAL t , / ON PRvrXE
370.6
o•23ue PL_owN -.2-8T " MASONRYREr41N�NG I / PRIVATE CONTRA
W 1 zB WALL 7rPE/PER C -/
ere �33X /vo�rEEP i PERMITS
�i2tt5EED BETA /N /M� Q /QEON4x.1D +— 36,L CITY OF EN PU BLIC IN
0 - -� MAIL ��T /NG V HEADER
333.1 DEMIITM O F ►Ui W1 _ �►
::.
e', ��• O dliiWdi'idIM1T N6. GRADING PLANS FOIL:
Afbv J ';P av� "c E S TA") " -_ TEN7 - AT /ICE PARCEL MAP
M /�U. , "k.�fLUE T5T,41 f�,SpfC f�'✓- 'f PERFORATED
Et +li!'L�D SUBORA /N [A. TENTATIVEMAINO. 87 -049 NQ. 87 -049
SECT /ON i4 -A 'D ry' I`'IN %W -C T /ON 5 -,B EX tz -ar -��
STRUCTU,PAL � CITY APPROVED CHANGES BENCH MAW SECT /ON. /v0 SCALE J'J� CIVIL N9 ONCryI�
AMrwd by Do" CALIFORNIA COORDINATE INDEX 3I6-IG499
.
N/07E _ hi Of CAL Y Cam- & �,� OESCRWTION: R04SJ, It STREET MONUMENT AT. _
C1TV ENGINEER E �
SEE 902 /R /Qe )9r/IIII AYJAO /MPIPU TS l Mri P /[L )%gAWW" /�fE1N.iF �/I 1
LOCATION: 9f /NTERSECT /ONOFEN hllII SBOULE4AR0 ti Q.C.E. 9490
f a� !�
AELE7E At4WAW fhA/E �yEEMAN ORIVC ("?,q 44/-« A R. S. ev) ..
_ fKC&0&rav4m@ fi ll RECORD F "IE: A COUNrr {/,�,T 1 .t CONrROL 9021 G
4F~ /"' W.W IMWli ELEVATION: 315,4-90 D ATUM: SAN .SOFA LEVEL 3EI�L. 19 9 E F NI.
240A
y e-
15019
HYDROSEEDING 2. PREPARATION OF HYDROSEEDING MIXTURE: 2. ESTABLISHMENT STAGE IRRIGATION:
A. THE SLURRY SHALL BE PREPARED AT THE SITE AND ITS THE IRRIGATION SEQUENCE (FREQUENCY) SHALL BE
A. GENERAL REQUIREMENTS COMPONENTS SHALL BE MIXED TO SUPPLY THE RATES OF GRADUALLY REDUCED WHILE THE DURATION OF EACH
I. VERIFICATION OF DIMENSIONS: APPLICATION AS PER SPECIFICATIONS. WATERING CYCLE SHALL BE GRADUALLY INCREASED. A
BEFORE PROCEEDING WITH ANY WORK, THE HYDROSEEDING B. SLURRY PREPARATION SHALL BEGIN BY ADDING WATER TO SPECIFIC WATERING PROGRAM
SHALL BE DETERMINED BY
L ANDSCAPE CONTRACTOR SHALL CAREFULLY CHECK AND THE TANK WHEN THE ENGINE IS AT ONE HALF THROTTLE. THE LANDSCAPE ARCHITECT AND
OR HIS CONSULTANT. BUT
VERIFY ALL DIMENSIONS AND PLANTING AREA CONDITIONS WHEN'THE WATER LEVEL HAS REACHED•THE HEIGHT OF SHOULD APPROXIMATE WATERING ONCE
A DAY FOR 60 TO
AND SHALL 14EDIATELY INFORM THE LANDSCAPE ARCHITECT THE AGITATOR AND GOOD RECIRULATION HAS BEEN 90 DAY PERIOD.
OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND OR ESTABLISHED. THE FERTILIZERS * SHALL BE ADDED TO 3. HARDENING OFF STAGE IRRIGATION:
ACTUAL SPECIFICATIONS AND ACTUAL CONDITIONS. NO THE MIXTURE (THE TANK SHALL BE. AT LEAST 1/3 FILLED AT THE END OF THE 90 DAY
MAINTENANCE PERIOD. AS
WORK SHALL BE DONE ON ANY AREA WHERE THERE ARE WITH WATER AT THIS TIME). DETERMINED BY THE LANDSCAPE ARCHITECT. THE WATERING
SUCH DISCREPANCIES OR WHERE CONDITIONS ARE UNSUITABLE C. THE ENGINE THROTTLk SHALL BE OPEN TO FULL SPEED
FREQUENCY SHALL BE SLOWLY REDUCED TO APPROXIMATELY
SH
FOR SUCCESSFUL PLANT MATERIAL ESTABLIMENT UNTIL WHEN THE TANK IS 12 FILLED WITH WATER. ALL ONCE EVERY THREE .DAYS DEPENDING ON THE
SEASON.
APPROVAL FOR SAME HAS BEEN GIVEN BY THE LANDSCAPE ORGANIC AMENDMENTS, FIBER AND CHEMICALS SHALL WHILE INCREASING THE DURATION OF
THE WATERING SHAOt P AKEAS IN M CA SLO PEf�
THEN BE ADDED BY THE TIME THE TANK IS 2/3 TO 3/4 TO P5E H`(DrR05EEDE.D .
ARCHITECT. SUFFICIENTLY TO ALLOW FOR MAXIMUM WATER PENETRATION
F WORK: FULL. AT THIS TIME THE SEEDMIX SHALL ALSO BE FOR THE EXPANDING ROOT SYSTEM, WHILE AT THE SAME
2. QUALITY O
THE HYDRO WORK SHALL BE PREFORMED BY ADDED AND NOT BEFORE THIS TIME. TIME TAKING CARE NOT TO CAUSE EROSION. THE CONTRACTOR
THE D. SPRAYING SHALL COMMENCE IMMEDIATELY WHEN THE TANK
QUALIFIED H TRAIN E ING COMPANY IN ACCORDANCE WITH IS FULL AND THE SLURRY IS MIXED. SHALL BE RESPONSIBLE FOR ADJUSTING WATERING
EETENLY TRAINED INDIVIDUALS EMPLOYED BY A
THE BEST STANDARDS AND PRACTICES RELATED TO THE 3. APPLICATION: FREQUENCY AND DURATION TO PROMOTE OPTIMUN GROWING
TRADE AND UNDER THE CONTINUOUS SUPERVISION OF A THE OPERATOR SHALL SPRAY THE AREA WITH A UNIFORM CONDITIONS. W
4
COMPETENT FOREMAN CAPABLE OF INTERPRETING THE PLANS VISIBLE COAT USING THE DARK COLOR OF THE CELLULOSE • O I Z
THE CO SHALL FERTILIZE ALL PLANTED AND
FIBER OR ORGANIC AMENDMENT AS A VISUAL GUIDE. THE 1HE
.AND SPECIFICATIONS. HYDIpSIEEEDED EOED AREAS EAS 30 GAYS AFTER HYDROSEEDING HAS
SLURRY SHALL BE APPLIED IN A DOWNWARD DRILLING
MOTION VIA A FAN STREAM NOZZLE. IT IS IMPORTANT TO TAKEN PLACE. EACH FERTILIZER APPLICATION SHALL
3. INSPECTION OF CONDITIONS:
THE CONTRACTOR SHALL EXAMINE GRADING SURFACES BEFORE /.ILCGEL 3
CONSIST OF COMMERCIAL FERTILIZER 116-6.8) OR APPROVED f/gRCEL 2
INSURE THAT ALL OF THE COMPONENTS ENTER AND MIX WITH EQUAL. APPLIED AT THE RATE OF 300 LOS. PER ACRE AND /a+
PROCEEDING WITH ANY WORK AND INFORM LANDSCAPE THE SOIL. THE HYDROMULCH HAS A TENDENCY TO BUILD
ARCHITECT IN WRITING ON CONDITIONS WHICH MAY PREVENT UP ON ITSELF, THEREFORE, IT IS IMPORTANT THAT THE )RON CHELATE AT 2.8 GAL.
PER ACRE,
THE PROPER EXECUTION OF THIS WORK. FAILURE TO REPORT CONTRACTOR EMPLOY ONLY QUALIFIED PERSONNEL TO 5. WEEDING:
UNSUITABLE CONDITIONS TO THE LANDSCAPE ARCHITECT ENSURE UNIFORMITY OF THE HYDRCMJLCH APPLICATION. ANY CONCENTRATED DEVELOPMENT OF WEED
GROWTH APPEARING
WILL CONSTITUTE ACCEPTANCE OF PERFORMING ALL WORK HYDROMULCH CONTRACTOR SHALL BE SELECTED AND APPROVED IN THE PLANTING AREAS DURING
THE MAINTENANCE PERIOD
CAUSED BY THE UNSUITABLE CONDITIONS AS PART OF ANY BY THE LANDSCAPE ARCHITECT. SHALL BE REMOVED AT 30 DAY INTERVALS.
ADDITIONAL COST. 4. HYDROSEEDING EQUIPMENT:
4, TIME LIMIT: 6. MINIMUM COVERAGE:
THE HYDROMULCHING SLURRY COMPONENTS ARE NOT TO BE A. THE ABOVE SPECIFIED COMPONENTS SHALL BE MIXED FINAL ACCEPTANCE WILL BE GIVEN
AT THE END OF THE 90
TOGETHER IN THE HYDROSEEDING MACHINE CONTAINING DAY PERIOD ONCE 80% GERMINATION AND PLANT ESTABLISHMENT Ate&
4
LEFT IN THE HYDROMULCH MACHINE FOR MORE THAN TWO AT LEAST 2,000 GALLONS OF WATER TO ALLOW FOR A HAS BEEN OBTAINED,
HOURS DUE TO SEED DESTRUCTION. IF SLURRY COMPONENTS HOMDGEN OUS SLURRY WHICH IS THOROUGHLY MIXED AND 7. FINAL APPROVAL AND ACCEPTANCE:
ARE LEFT FOR MORE THAN ONE HOUR IN THE MACHINE, CAN BE APPLIED EASILY WITHOUT CLOGGING. THE FINAL APPROVAL AND ACCEPTANCE WILL
BE GIVEN IN WRITING
THE CONTRACTOR SHALL ADD 50S MOREOF THE ORIGINALLY MACHINE TYPE MUST BE APPROVED BY THE LANDSCAPE BY THE LANDSCAPE ARCHITECT FOLLOWING
A FINAL ACCEPTANCE
SPECIFIED SEEDMIX TO ANY SLURRY MIX WHICH HAS NOT ARCHITECT. INSPECTION. THE LANDSCAPE ARCHITECT RESERVES THE OPTION
BEEN APPLIED WITHIN THE ONE HOUR AFTER MIXING. THE B. THE EQUIPMENT SHALL HAVE A BUILT IN AGITATION TO EXTEND THE MAINTENANCE IF
HE DETERMINES THE PROJECT
CONTRACTOR SHALL ADD 75% MORE OF THE ORIGINAL SYSTEM AND OPERATING CAPACITY SUFFICIENT TO WARRANTS FURTHER MAINTENANCE TO FULFILL
THE 80% LOGAT ION M AP
SEED41 X TO ANY SLURRY MIXTURE WHICH HAS NOT BEEN AGITATE, SUSPEND AND HOMOGENOUSLY MIX A SLURRY COVERAGE THAT IS REQUIRED BY CONTRACT
OR THE WEEDS
APPLIED EIGHT HOURS AFTER MIXING OR I T SHALL BE CONTAINING NOT LESS THAN 20 KILOS (44 LBS.) OF HAVE NOT BEEN PROPERLY CONTROLED.
A L L I RRIGATION x� L
REJECTED AND DISPOSED OF OFF -SITE AT CONTRACTOR'S ORGANIC MULCHING AMENDMENT PLUS FERTILIZER, SYSTEMS SHALL BE COMPLETE AND 1007
OPERATIONAL.
EXPENSE. CHEMICAL ADDITIVES AND SOLIDS FOR EACH 100 GALLONS
5. PROTECTION: OF WATER. '8. PRIOR TO .THE ACCEPTANCE Of THE HYOROSEEDED AREAS BY THE
SPECIAL CARE IS TO BE EXERCISED BY THE CONTRACTOR C. THE HYM04JLCHING EQUIPMENT SHALL MEET THE MINIMUM CITY'S RESIDENT ENGINEER,
A CERTIFICATION REPORT MUST ftE
TO PREVENT ANY OF THE SLURRY FROM BEING SPRAYED REQUIRD4ENTS OF A SLURRY DISTRIBUTION LINE LARGE SUBMITTED BY A REGISTERED LANDSCAPE
ARCHITECT STATING
ONTO ANY HARDSCAPE AREAS INCLUDING CONCRETE WALKS, ENOUGH TO PREVENT STOPPAGE AND SHALL BE EQUIPPED THAT THE HY DROSEED ING WAS DONE
ACCORDING TO THE PROJECT
FENCES. WALLS. BUILDINGS, ETC.. ANY SLURRY SPRAYED WITH A SET OF HYDRAULIC SPRAY NOZZLES WHICH WILL SPECIFICATION AND THAT ITS GROWTH
IS ADEQUATELY ESTABLISHED
ONTO THESE AREAS SHALL BE CLEANED OFF AT THE PROVIDE A CONTINUOUS NONFLUCTUATING DISCHARGE OF TO PREVENT EROSION.
CONTRACTORS EXPENSE. AT LEAST 25 PSI AT THE END OF THE SPRAY NOZZLE.
6. HYDROSEEDING COMPONENTS AND ADDITIVES: THE SLURRY TANK SHALL HAVE A MINIMUM CAPACITY OF 9. WHERE SPECIFICATION NOTES SAY
"REGISTERED LANDSCAPE
2,000 GALLONS AND SHALL BE MOUNTED ON A TRAVELING ARCHITECT ", "REGISTERED CIVIL ENGINEER" MAY BE SUBSTITUTED.
A. MULCH: CELLULOSE FIBER MULCH AT 2000 LBS. ACRE. UNIT EITHER SELF - PROPELLED OR DRAWN BY A SEPARATE
B. BINDER: "M-BINDER" AT 140 LBS. ACRE. UNIT,
C. FERTILIZER: "MILORGANITE" AT 400 LBS. ACRE.
D. 300 LBS. PER ACRE 16.6.8 COMMERCIAL FERTILIZER:
16.6.8 SHALL BE A COMMERCIAL GRADE PELLETED C. MAINTENANCE PROCEDURES
OR GRANULAR UNIFORM IN..CO POSITION, DRY, GENERAL CARE AND MAINTENANCE SHALL CONSIST OF THE PROPER
FREE FLOWING AND LABELLED WITH SPECIFIED NPK WATERING. FERTILIZING AND CLEAN UP DURING THE GERMINATION
RATING OF 16-6-8. AND ESTABLISHMENT PERIOD OF GROWTH. THE MAINTENANCE PERIOD
E. 2.8 GAL. PER ACRE IRON CHELATE. SHALL BE AT LEAST THREE (3) CONTINUOUS MONTHS. E. EROSION CONTROL
I. GERMINATION STATE IRRIGATION: 1. In case emergency work is required, contact VICTOM
B. AIL STABILIZATION AND HYDROSEEDING APPROXIMATELY 25 HOURS AFTER HYDROMULCHING THE PLANTING LGKAUX at C21'y) `�lo�}
AREAS. THE WATERING SEQUENCE SHOULD BE INITIATED. THE
ALL MATERIALS SHALL BE STANDARD. APPROVED AND FIRST WATER SHOULD BE LEFT ON LONG ENOUGH TO MOISTEN THE 2. Equipment and
workers for emergency work shall
GRADE QUALITY AND SHALL BE IN PRIME CONDITION WHEN SOIL THOROUGHLY TO THE DEPTH OF THE SLURRY MULCH TAKING ba made available
at all times during the rainy
INSTALLED AND'ACCEPTED, ANY COMMERCIAL PROCESS OR CARE NOT TO SUPERSATURATE OR WASH AWAY THE SLURRY AND season. All necessary
materials shall be
PACKAGED MATERIAL SHALL BE UNDISTURBEQ. AND DELIVORED SEED. FREQUENT, LIGHT IRRIGATION MUST BE PERFORMED TO stockpiled on site
at convenient locations to
TO THE SITE IN THEIR ORIGINAL CONTAINERS, UNOPENED. ESTABLISH SEEDLING GROWTH. THE CONTRACTOR WILL HAVE TO facilitate rapid construction
of temporary
BEARING THE MANUFACTURER'S GUARANTEED ANALYSIS. 'REPAIR ALL SEED WASHING OR EROSION AT HIS OWN EXPENSE. devices when rain is eminent.
I. HYDROMULCHING APPLICATION AND PLANTING SCHEDULE: THE SLURRY MULCH AND SEED MUST BE IRRIGATED FREQUENTLY
THE HYDROMULCHING SHALL BE APPLIED IN THE FORM OF TO MAINTAIN OPTIMUM MOISTURE CONTENT FOR MAXIMUM 3. Devices shown on
A SLURRY CONSISTING OF ORGANIC SOIL AMENDMENTS. GERMINATION. THE IRRIGATION SYSTEM MUST BE OBSERVED modified without the approval
lof not the b Engineering
COMMERCIAL FERTILIZER. AND OTHER CHEMICALS CALLED AT ALL TIMES WHILE IN OPERATION. THE IRRIGATION SEQUENCE Inspector.
O
MUST BE DETERMINED BY AIR TEMPERATURE, PREVAILING WIND
FOR. WHEN HYDRAULICALLY SPRAYED ONTO THE SOIL, THE VELOCITY, SOIL TEXTURE, ORIENTATION AND OTHER LOGISTICAL 4. The Contractor
shall restore all erosion control
MULCH A N T f IK M RI TT R . THE PROBLEMS. IT IS IMPERATIVE THAT THE BDIL BE KEPT MOIST
SPRAY OPERATION MUST BE SO DIRECTED THAT THE SLURRY AT ALL TIMES DURING THE GERMINATION PERIOD. THE LIGHT, devioes to working order
to the satisfaction o!
SPRAY WILL PENETRATE THE SOIL SURFACE AS TO DRILL E SHOULD CONTINUE UNTIL THE rainfall tap)fE Ui
E tae City Engineer after each run -off producing
o S�/Q, l A N D MA SLURRY COMPONENTS AN
THE SOIL, THUS t;
ENSURING MAXIMUM IMPREGNATION AND D FREQUENT IRRIGATION SEQUENCE
COVERAGE. THE SEEDLINGS HAVE GROWN BEYOND THE GERMINATION STAGE. THE GERMINATION STAGE WILL RANGE FROM 45 TO 60 DAYS. 5.
The contractor shall install additional erosion ci Q�' N.WINT_ V
IMPREGNATION AND MIXING OF THE COMPONENTS WILL HELP i
IN RETAINING MOISTURE WHILE STABILIZING SOIL SURFACE control measures as may be required by the City
FROM EROSION. Ragineer due to uncompleted grading operation or
W
unforeseen circumstances which may arise. � No. 9490 rw Exp. /LL32 �
6. The contractor shall be responsible and shall L CIVIL ►`T
take necessary precautions to prevent public
NATURALIZED HYDROSEED MIX trespass onto areas when impounded waters create UIr CAE�O Z
a hazardous condition.
PURE LIVE POUNDS �l Q
BOTANICAL NAME COMMON NAME SEED COUNT PER ACRE 7. All erosion control measures provided per the A.
A7p F � -
ERIOGHkIUM SPAIHILATUM 20 approved grading
q plan shall be incorporated �`�` 2 PRIVATE CONTRACT 7 0 -
hereon.
ATROPLEX ZORTO 20 ps/ z
S. Graded areas around the project perimeter must N E CITY OF ENCINITA S
DIMORPHOTHECA AAIRENTICA 3 drain away from the face of slope at the * No. 3978
3 IE D EP A RT M ENT OF P WO RK S - SHEETf 1
ARTEME5IA CALIFORNICA 3 conclusion of each work day. x/ 11 -31- *
1 GRADING PLANS f011:
-- - D. I"DSCAPING 9. All removable protective devices shown shall be � OF TENTATME PARCEL MAP •
gy • pp
-" - 1. All slopes shall be planted and irrigated in in place at the end of each working
day when V
accordance with pproved lans a by the City probability 8
the five (5) day rain robabilit forecast NO. 7
p
RHUS'tAURINA 6 Engineer. Plans shall conform to fort to the City of Y pe rcent (40%). Silt and
other n
Encinitas Grading Ordinance and all adopted debris shall be removed after each rainfall. T
ENCELIA 08LA Af - D/YJr CAUPORNWCOORDINATE INDE% 318 -1689 _
NGIFOLIA 8 landscape and irrigation standards. 10. should ermination of h droseeded slopes � v{
PENNISETUM SETACEUM 8 Provide cover of pes fail to cv ENGINEER E r..«► _.
2. Finish grading and planting shall be p g graded slopes (go%
EUCALYPTUS RUDIS 4 accomplished on all slopes prior to October 1 or coverag prior to November 15 the slopes shall
72 ope w c.E.�490
immediately upon completion of any slopes graded be stabilised with punched straw installed in V v
�c O
between October 1 and April 15. accordance with Section 35.023 of the Erosion W =
NOTE: THIS IS A NATURAL HYDROSEED M I X AND WILL REQUIRE NO I R R I G A T I O N and sediment Control Handbook of
the State of _ 9� a•� 9 0 Z I G = "'
AFTER ESTABLISHMENT
California Department of Conservation. Zb 1°la9 .«� 1 N..
- W
FIRE N0.