2004-9073 G (Plans) 51TE RESTORATION GRADING FLAN
GENERAL NOTES GRADING NOTES LEGAL DESCRIPTION WORK TO BE DONE
The Grading consists of the following Work to
1. AN work shall be done in accordance with these plans, the Standard Spedficatlors for Public 1. All grading shall be observed and tested by a qualified Soils Engineer
or under his/her direction. direction. A PORTION OF LOT 1 IN BLOCK "K" OF SOUTH COAST PARK ANNEX, IN THE CITY OF ENCINITAS, t Done according do
a ens, e
Works n
ks Construction, the Design and Coduction Standards of the City of Encinitas, and the HeJShe shall observe and best the exmvation placement and oompactim of fills and back
fills COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF No. 1788. current City of Encinitas Engineering Departme Standard Specifications, the
San Diego
San Diego Any Regional Sardard Drawhigs. Any cianges a revisions treefron shoo be approved and compaction of trehces. Fk/She shah submit soils repots as required and wrHl determine
Area Regional Standard Drawings, and the Standard Specifications far Public Works Construction
for ' the suitability of fiN material. Upon completion of grading operations he/she shall state APN: 254 - 383 -12
the
E to �rtY �Y Gratin shall consist of the construction of all cuts and fills shown on these plans and
by City Engineer �' �Y n 9
that observations and tests were made by him /her or under his/her supervision and that in
outlined in the earthwork specifications. All grading details shall be M accordance with
2. At the request of the Owner, no PrelMinay Soils Irniestigation was pe brmned for this project. his/her opinion, all embankments and excavations were constructed in accordance
with the
kmei, and
; � acceptable for th�r PURPOSE OF GRADING the City Encinitas Grading ordnance.
this snail be removed and re-eo oxmsistert rmbari ta
The un- dlocum�tted fill mown on plan mpacted approved grading plans and that all e
lifted Solis at the time of construction and i use.
wilt the recommeiTdatiorhs of a ntehded THE PURPOSE OF THE GRADING AND DRAINAG E IMPROVEMENTS SHOWN ON THIS PLAN
qua Engineer
places of the Mported restoation fill. IS TO PARTIALLY RESTORE THE SITE TO A SIMILAR CONFIGURATION THAT EXIM PRIOR
LEGEND ITEM REFERENCE _ SYMBOL QUANTITY
2. The Contractor shall property grade aN excavated surfaces to provide positive drainage and prevent TO THE UN- DOCUMENTED GRADING THAT WAS PERFORMED JUST
PRIOR TO JANUARY, 2002. - - -- - _ - - -- --
3. Approval of this plan does not constitute approval of sues, location and type of drainage fides, poling of water. He/She 00 control surface water and avoid damage to
adjoining properties THAT WORK RESULTED IN THE CREATION OF CUT SLOPES AND THE PLACEMENT OF FILL EXISTING ELEVATION
nor of Mp vmrients within street right-of- ways. Separate approvals and permits for these shoo or to frntsW work on the ste and shah take remedial nwsures to prevent erosion
of freshly MATERIAL GENERATED FROM THE CUT SLOPES TO CREATE A MODERATELY SLOPING, USEABLE
be required in cornjurxtioi with irrpv&rrent plans. graded areas until such time as permanent drainage and erosion control measures have been AREA ALONG A PORTION
OF THE EASTERLY PROPERTY LINE FRONTING THE INTERSTATE 5 PROPOSED FINISHED ELEVATION
installed. RIGHT -OF- WAY. THE DQSTIiVG FILL IS TO BE TESTED BY THE PROJECT SOILS ENGINEER TO
4. Written p shaft be mined for any off -slte grading. DETERMINE IF IT IS ADEQUATELY COMPACTED AND TO BE REMOVED AND RECOMPACTED IF
EXISTING CONTOUR -
3. AN areas to be tied snail be prepared to be filled and fill shall be placed in accordance with IT IS NOT. IMPORTED FILL MATERIAL IS TO BE BROUGHT TO
THE SITE AND COMPACTED INTO SWALES AND FLOW DIRECTION z%
5. The Contractor snag take any necessary► precautiots required to protect adjacent properties during the Standard Spedficati�. AN vegetable matter and mhatel I shall
be removed A CONFIGURATION AGAINST THE EK6 TING CUT SLOPES NEAR THE WESTERLY BOUNDARY
grading operations. Anything damaged or destroyed shall be or repaired to the co ditb by the Contracbar from the surface upon which the fin is to be plate. Loose fill
and alluvial THAT WOULD BE SIMILAR TO THAT WHICH DQSTED PRIOR JANUARY 2002. ALL WORK EXIST UN- DOCUMENTED FILL AREAS SOILS ENGINEER
existing prior to grading. soils shall be removed to suitable firth rtahm� 9� shah . The exposed soils be scarified to WILL BE DONE UNDER THE SUPERVISION
OF A QUALIFIED SOILS ENGINEER. THE DRAINAGE
�
a
IMPORTED RESTORATION FILL SOILS ENGINEER 1,000 CUBIC YARDS
of 6 and then m a minimum of 90
. It shall be the Gxntractor's
IMPROVEMENTS CONSIST OF THE CREATION OF AN ON-SITE DETENTION AREA AND OVERFL depth compacted peroeit
6. The developer OW be respansibae that any monument monument a benchmark which H disturbed or respoisibftlty to place, spread, water and corr>pact to fM in stuict a000rdanoe
with the Sliecfications.
STRUCTURE TO PREVENT
ANY SILT OR OTHER STORMWATER GENERATED POLLUTA
destroyed shah be re- established and replaced by a Re!Jistered Civil Engineer or
FROM LEAVING THE SITE. NO DEVELOPMENT OF THE SITE IS PROPOSED AT THIS TIME. GRAVEL BAG DISPERSION DAM DETAIL, SHEET 2 75
EA.
a Licensed Lard Surveyor 4. Cut and fill Slopes shah be cut and trimmed to finish grade to produce smooth surfaces
ANY FUTURE DEVELOPMENT WILL BE ADDRESSED BY A SEPARATE AND FUTURE APPLICATION
and unit ,, cross sections. The slopes of excavations and embank 00 be shaped, THAT COULD BE SUBMITTED ONLY AFTER THE WORK SHOWN ON THIS PLAN IS COMPLETE E
ARTHWORK
7. The Conductor M design, construct and maintain all safety devices, including SID b g, and planted and dimmed as directed byte Engineer of Work and left in a neat and
orderly - -
or accavaton or embankment slopes EXISTING UN- DOCUMENTED FILL TO REMAIN IN PLACE - 1,000 CUBIC YARDS
for W all Leal gate and Fedeal and health standards condition. AN stones, roots and other waste matter exposed pes
shah be � cohfortrimg , Safety , _
I YARDS
TO ORIGINAL GRADES 1000 CUBIC
The toe and of all EED NOTES IMPORTED FILL TO RESTORE PORTION OF SITE ,
liab� to beoone looseied snail
be removed and of HYDROS
laws and atios. which are d �
NATION 0 CUBIC YARDS Slopes M be rounded in a000 dahce with the Grading Ordinance EXCA
VATION 1 droseedi shall lied to all are graded 6:1 Horizontal to Vertical) or steeper'
8. Grading and equipment operating within one had (1/2) mile of a stnxtvre for human occupancy ) �' � ll b � ll that g (
shah not be conducted between the hours of 5:30 p.m. and 7:30 a.m., nor on Saturdays, Sundays 5. AN trees brush, grass, and other objectionable material shall be collected.
*d or otherwise when they are:
of off the site the Contactor so as m leave the areas that have been cleared EARTHWORK QUANTITY NOTE
and City recognized holidays. disposed by
1. Three feet or more in height in fill areas. THE EARTHWORK QUANTTITIES SHOWN ADM ARE CALCULATED FROM THE DING t1ST
GROG OONTOIRS ON
with a neat and finished appea, a, free from unsightly debris Approval of location of debris
I 2. Five feet or more in height in cut areas, unless slope is not subject m erosion due to the THE PROJECT SITE. THE ABOVE
QUANTITIES DO NOT OONSIDER SliItINKAGE, STRIPPING OF SURFACE PLANT
9�
9. No operations shah commence until a pre-grading meeting has been held on -site with the fill snail be secured from the Solis Engineer and City Engineer prior to the
disposal of any
9
blowing people present: Co Inspector, Civil Engineer, Sad Engineer, Grading Contractor and such material. erosion resistant character of the material as
approved by the City Engineer. MATERIALS, THE REMOVAL OF ROOT'S, ETC. IT IS LIKELY THAT THE QUANTITY OF IMPORTED Alm COMPACTED FILL
shall be Scheduled with the A least 48 hours in advance
. REQUIRED TO ACHIEVE THE PAD GRADES SHOWN ON THE
b PLAN WILL BE MORE THAN INDICATED ABOVE.
PermrTee. The Pry mheetng Cry rovvth of the calling (760) 633 - 2770
2) Irrigation shah maintain a moisture level of the soil at the optimum level for the g
by
hydroseed mix.
10. Prior loo hauling dirt or oonsdtxtioi materials W any proposed construction skte within this project, ENYIRONMENTAI DATA
the Developer Shaft subunit to and receive approval from the City BVheer for the proposed haul 3) Hydroseeding Mix shall o�rlslSt Of all of the bl owing:
1. STEEPEST EXISTING NATURAL SLOPE ON SITE = 100 %
route. The Developer shall comply with all co and requirements the City Engineer may NOTIFICATIONS 1. Seed mix snail consist of no less than:
2. MAXIMUM VERTICAL DEPTH OF CUT = 0.0 FEET
iP wllh rep to the haute doh. a. 20 lbs. per acre of rose clover 3. MAXIMUM VERTICAL DEPTH OF FILL = 4.0
FEET
1. The existence and location of underground utility pipes and structures shown on these plans b. 20 lbs. per acre of zorro fescue
4. AVERAGE DEPTH OF CUT = 0 C.Y. x 27 / 0.31 Acres x 43,560. = 0.0 FEET
11. Upon final oompletroi of the work under the grading permit, but prior to final grading approval were obtained by a search of avaftable records. To the best of our knowledge
there are no c. 3 lbs per acre of E school cia caftfomica
and/or final reieae of security, an As- Graded certification shaft be provided stating: "The grading existing unities except as shown on these plans, however: d.
4 lbs per acre of achNka mitlefolia 5. AVERAGE DEPTH OF FILL = 1,000 C.Y. x Z7 / 0.31 Aces x 43,560 =1.0 FEET
per med under Permit No. 9073 -G has been performed in substantial conformance with the e. 3 lbs per arse of alyssum (carpet of snow)
approved Grading Plan or as shorn on the attached As- Graded Plan". This statement shall be The contractDr is required to take due precaubonary measures to protect any existing
utilities f. 1/2 lb per acre of dimorpnolem
followed by the date aid signature of the Civil Engineer who certifies such grading operation. or structures located at the work site. It is the contractor's responsibility
to contact the g. Items c, d, e, and f of this subsection may be omitted on (off where the argil
following owners of said utilr'be' s or ouctures prior to any excavation, for verification and being hydroseeded is not visible from either a public
street or residential structures. 5TATEMENT OF ENGINEER OF WORK N
to atioi of utitfies and notificath t of a r menoemeit of work: h. Item a of this subsection must be inoculated with a nitrogen fixing bacteria
and The undersigned engineer agrees that the work perforrteed by the engineer shah
applied dry ether by drifting or broadcasting before hydroseeding• comply with the generally accepted standards and practices
of the engiineees $
i. All seed materials shall be � to the jobsite in unopened containers with
a. Sewers - L.eucedra County Water District ( 760) 753 -0155 c ta trade or profession. The engineer further agrees tthat
the work performed heret
California Department of Food and Agriculture ce g attached loo, or o
b. Gas & Hectric - SDG&E (800) 422 -4133 shall be in accordance with the rules and regulations required by the
Cuty of
c. Water - San Diegutto Water District (760) 633 -2709 printed on said containers.
489 -3441 J . Non -phyto -toxic wetting agents may be added to the hydroseed slurry at to Cit of nciniitas in eng
its capacity as a public for the plans prepared by the
d. Telephone -Pak Bell (800) 489 �
discretion of the contractor.
e. Cable TV - Daniels Cable Vision (760) 931 -7000 engineer is not a determination by the City of Encinitas of
the technical
f. Underground Service Alert (800) 422 -4133 sufficiency or adequacy of he plans or design, and It therefore does
not relieve Z
2. Type 1 mulch applied at tie rate of no less than 2,000 Its per acre. Type 6 mulch (straw) may the engineer of responsibility
for the plans or design of improvements based
48 hours to a work on this be substituted, all a part, for hydraulically applied fiber material. When straw is used, it must
2. Contractor shah notify the City Engineer's Office p � a slope by mechanically punching no less than 50% of the straw into the sal, thereon.
The engineer agrees to indemnify and hold harmless the City of Encinit
be anchored to the s Eu
aa project. Phone: (760) 633 -2770 and its officers, agents, and employees from property damage or bodily
SiTE 3. FertiTrze consisting of ammonium phosphate suifabe,16 -20-0, with 15% sulphur �pNed at the injury arising solely from
the negligent act, errors, or omissions of the engineer
3. The Contractor shall give 24 hours notice on carts for inspection. Phone: (760) 633 -2770. rate of 500 lbs. per acre. and
his /her agents or employees acting within the course and scope of such
fi All work perfumed without benefit of inspection will be subject to rejection ad removal. agency and employment and arising
out of the wait performed by the engMeer. o
r,
4) Areas to be hydroseeded shaft be prepared prior to hydroseeding by:
RESOURCE DEVELOPMENT CORPORATION t
Clv�
�l� i. Roughening the surface to be planted by any a a combination of: 914 N. Coast Highway 101, Suite D PE t
a. Track waftnng slopes steeper than 6:1. E , CA F
BRIAN
b. Ripping areas that will not break up using item 'a' above. (760) 942 -1106 Fax (760) 942 -1146 y
2. Conditioning tie soils so that it is suttabk for planting by: Job No. 02 -001B t DONA
a. Adjusting the surface soil moisture to provide a damp by not saturated seed bed. * CiViL
b. The addition of soil amendments, ph adjUStrne% leaching a covering saline soils to T � A � N i
provide viable conditions for growth.
By: r�oF U�oP� a
BRIAN DONALD, RCE 26175 CA
St 5) Hydroseeded arm shall be malntalned tD provide a vigorous growth urin the project is permanently License Expires
3/31/06 C-
.� landscaped or, for areas where hydroseeding is the permanent landscaping, until the protect is
completed and all security released.
OWNER 5 CERTIFICATE
YUNiTY MAP
I hereby certify that a Registered Soils Engineer or Go'do9ist has been retained to supervise eve all
NO KkE - - grading activity and advise on the compaction and stability of the site. J
V c l viz Fy By:
BRIA.N c� ES (BRAD) DFORD
PLANNING &BUILDING DEPARTMENT �' °O "'A�o �' 0 BRADLEY &SCAPE DEVELOPMENT INC
No. 26 607 N. VULCAN AVENUE
* fes CI VIL ENCINITAS, CA 92024
un Professional * oC
(760) 436-0554 W
OF CAQ Z
NAME
DESIGNED BY UKAWN BY
W
REVISIONS APPRQVEp DATE REFERENCES coin: BENCH MARK SCALE CH ECKED Y APPROVALS CITY OF E N CI N ITAS
ENGINEERING DEPARTMENT DRAWING NO. bd
i PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPRO SITE RESTORATION GRADING PLAN FOR:
BENCHMARK FOR ORIGINAL CAL -TRANS TOPO
UNKNOWN. SITE BENCHMARK AS SHOWN ON HORIZONTAL N/A � - �� � e: sr:
9073 -G
PLAN - PK NAILS IN AC PAVEMENT 1 CITY ENGINEER JAME5 W
VERTICAL N/A vn� 7/ 12 / D q - DATE: - / �
MATION: 136.62 & 141.60 Uom 3nVM °"'� 1231 ORPHEU5 AVENUE, LEUCADIA SHEET 1 o f 3
RESOURCE DEVELOPMENT CORPORATION INO2 -001B
51TE RE5TORATION GRADING FLAN
SCALE: 1" = 20'
0 10 20 30 ,4 50 60
_ 120
WAI _
_
_
DQSM PIX DRAINAGE DTTC7i Q
Goo cam
x 0 _
PER D1SP�ER�SION SPI WAY 1 ' - ` _
- - _- - TO PO GRANY
I - _ -- -
_ THE TOPOGRAPHY SHOWN ON THIS PLAN WAS OBTAINED FROM CAL -TRANS RECORDS. THE
`b 2:1 _ � am _ — — _ PROPOSED EARTH B9tM —
SITE DUSTED IN A ROUGH - GRADED STATE AT THE BEGINNING OF THE DESIGN OF THE PROTECT
1` Fllt i 7 — AT TOP OF SLOPE _ — _
. _ s t � .� �_ _ _ — MAKING AN DUSTING CONDITIONS TOPO SURVEY SHOWING THE ORIGINAL TOPOGRAPHY AN
1 I f �_ '�' ,\ . r _ j T IMPOSSIBILITY. WE HAVE MADE AFIELD SURVEY OF THE CONDITIONS DUSTING
ON 1/24102
% AND HAVE CONFIRMED THAT THE CAL -TRANS
x - _ — _ - — — TOPO MATCHES THE DUSTING CONDITIONS AT
� � �- h � k � _ _ 1 � �
sssas: 8888rssis _ _
_ THE UNDISTURBED PORTIONS OF THE SITE.
��•��,`' ElQSTING GRAVEL ,�ti �O` P:;; AREA r
�— ti _ • _. ---------
~ r 4" PVC DRAtN PIPE '� 242
50K 35 122 1
.- • -- _ -- �� ' - _ T RM WATER POLLUTION C_ ONTROL COMFLIANCE
I � r �
% PAL _�_ _ 5 0 _
` r---- ---- - - - - -J L- i ' A ' •`� _ _ \_ l0 D-` ! `
' V •` 124 ,� SEE SHEET 3 FOR CONSTRUCTION PHASE BEST MANAGEMENT PRACTICES AND PERMANENT
1� t 1 STORM WATER POLLUTION CONTROL FEATURES OF THIS PROTECT.
., ..
x ; DOTING GRAVEL 124 i •' �. 128 ,y`o, 6 N �} /�"
I i EXISTING HOUSE TO REMAIN DRIVEWAY AREA ..
_ 4 �
' NO GWVGES PROPOSED A \ \ + y •-,
I I f
Ln
�•� 139 ` \ �n �o
LINE � - -- -- - - - --
EARTH M — — E)GSITNG REMEDIAL GRADING AM I.ANDSCAPING — —
_ TO REMAIN -SEE GRADING PLAN No. 7749 -G _ _ , _ _ . r- —�- — • • — —
x ' E�STING
DRIVEWAY —
I , � _ E)QSTING TREES TO BE �
A
L ---------- _ _ . - REIM N ND REPLJVCED PER IANDSGIPE . ...........
dow IL 76 __• Y�cNU _
x
AI
/ • / �. �
/ / • low
//
1
_ SIT
150 - oRPHEUS 150
TOP OF MID -LEVEL BAG DAM
–D ETENTION AREA ELEVATION =119.0 PIL - - — —
/ F Ac PVMr�
DETENTION OVERFLOW - ELEV =120.5 TOP OF LOWER BAG DAM 120 140 GRAS --
120 _ — — — — — — — — 140
ELEVEVATION =118.0
FREEWAY FILL SLOPE -
COMPACTED FILL EIQSTING ��� � n
/ / \ IMPORTED FILL TO ORIGINAL GRADE P/ ` _ 130
11/2" ROCK AND SAND 130 - DaSrING V7: 1 CUT SLOPE
ORIGINAL DUSTING GRADE FILTER BED / PCC DRAINAGE DIXH \ FINIM GRADE
110
J -1 110 - _ _ ` BERM � CONSTRUCTED
VEL BAG DAM SECTIO A ~A AT TOP OF EX SM FUL ROPE
3 BAG'S HIGH 120 - - - - - 120
1" = 10' HORIZONTAL & VERTICAL 4 p C I V.1 Fti EM G FLL M
BRM
5ECTION 15-15 - - -
�, DON AL �
- -- Q No. 26175 DQSTING POC FREEWAY DRAINAGE
NO SCALE * CIVIL - - 110
110 - - - Professional
OF C A F � P \
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DEPT aY APPROVALS CITY OF ENCINITAS
ENGINEERING DEPARTMENT DRAWING N0.
go 10
iC BENCHMARK FOR ORIGINAL CAL-TRANS TOPO
PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPRO SITE RESTORATION GRADING PLAN FOR:
9073
UNKNOWN. SITE BENCHMARK AS SHOWN ON WA BY:
A A
PLAN J AME5 W
if AAA G
- PK NAILS IN AC PAVEMENT. H0 �:
�' � CITY ENGINEER
vmTm WA " ! , R 26175 ° "' E , � DATE: z�!a.� j DATE: 7113/04 1231 OKFHEU5 AYENUE, LEUCADIA
SHEET 2 OF 3
ELEVATION: 136.62 8t 141.60 NAME DATE uoense Wm 3/31/06 ff
RESOURCE DEVELOPMENT CORPORATION INO2 -001B
EROSION CONTROL NOTES EK0 5IO N AND 5EDIMENT CO NTRO L FLAN STORMiNATER POLLUTION CONTROL BMP NOTES
- _ - -_ Relative to Construction Activities
1. In case emergency work is required, contact BRAD WOODFORD, at (760) 889-4775
SCALE: 1" = 30' Concrete Wastrokrlt On -slDe Corstrudion Mlete+ial Sboiave
Contractor shall eAabMsfr and use an adequately sized cu III washout area to Stored materials shall be oontairred
in a sere place t� ��ent see a�Q9E
2. Equipment and Wakens for emergency work ShdN be made available at all times dur" the 0 25 50 75 100 contain washout
wastes on site. It is illegal to wash concrete slurry,
Contractor shall store these prodtxts where toey WIN stay dry out of Or rain. Contacts
rainy season (October 1 to April 15). AN necessary materials shall be Stockpiled on Site mortar, shm, plaster and the Me into the
stormwater conveyance system shah provide secondary cartainment for all fud stored on Ile.
at corivenient locations to tkilltate rapid construction of temporary devices when a any receiving water. Contractor shah post a
sign designating the washout location.
ruin is irnmirhent. Casbudion Site Aa>ess Eliminate or reduce poNuaon of stornrwater from stocp�iks kept on
-site. 9lodcplles
A stabilized construction sPoe access shah be prwicfed for vehides egress and �Y induce soh, Paring Irraterlals OOnet�e,
a99ro9� � etc. StACkPNeS
w
wn on plans M not be moved or modified itiho A the approval of the Engineering Ingress to p backing d Include using material
shall be kxaee any from oonoer aatea ft s s Wows and surer rain oide In
3. Devices sho
g� Stockpiles shah be covered s proturcbed with soil s t ab ilization mea sures and provided
with a temporary sediment barrio around the perimeter at all times.
Inspector. 120 Construction yetrkks
A sPcafic area away from gutters and stormerain shah be eeskjnated fs oasb,xtion pe"UUm aorv�on in the Cky of Encinitas
shall be
4. The Catacto• shall restore all erosion control devices to wo Id, ig order to the satisfaction of vehicles parking, vd*de refueling,
and routine equipment maintenance. AN major
trained to be famiNar wltlr the City of Errcfiltas stornrraler poNutlOn eorrtroi regrmrerlts.
the Qty Engineer after each run-off producing rMrifaN. � _ � �� _
reports shah be made off -sloe These BMP notes strati be wallabe, to &done working m site. The property owner(s)
- - -- - -� - ` Erosion Conbd and the prime conbactor imam m aubcontactors about slonwater regr*mwIft
5. The ObTitidCtOr shall Instal addlti0ndi erosion Qorltr of meaAirPS as may be required by the Qty - - -- - �� Erosion control
mast be prwided for al erasdve surfaces. Sloped surfaces espedally and their awn responsibilities.
Engineer due to an incomplete grading operation Or unforeseen drannst inces which may arise. -
•' _ shah be protected against erosion by ►9 erosion resistarrt surfaces such as Waste Management
- _ erosion =ford mats, adequate ground cow vegetation, and bonded fiber ma41x. Contractor shall be responsible for
properI disposing of all vole and unused met uft
tr actor shall be r+espernsi�e and shall take necessary cautions tD prevent public I - � PER � � � � - � materials.
Dumping of unused or waste products on the grand, where water can
6. The Contractor SECTION B-B, SHT 2 _ No eccavation and graft activnfes are Mowed during wet weattner, them
into ttre
trespass onto
at when impounded waters create a hazardous cortdition SILT FQNCE _ s sue'
� '� - - Diversion dikes shall be ax struded t!D channd runoff around ft construction site. No seepage from dunpsters
shall be dlsdw* into storrnwater. ftnWdNkes shah
PAD IF VEGETATION HASR'T ESTABIISHEQ -- --
7. AN erosion =I measures provided per the approved Grading Plan shall be incorporated hereon. -- -- — — _ - erosion oonbol
moues. erosion .
Contactor shah protect ftnnels for leaks for dosed at all b ' _ -
�- ` - _ strati around 1A divert r>a<ual storm
1
• � • � k t ,; X • - , -k �. � h {, ".A � 416 Dumpsters without ids shah be placed withht with
roofing or
\ s
a. Graded areas around the project perimeter must drain away from the face of Slope at the I x I ram rvearrG - -- �__�
Remove existing vegetation only when absok,tdy necessary. rage projects shall be cohered with tarps in order tp avoid rain contact with any trash material.
conclusion of each work . _ _ _ _ _ _ _ 1 • �. ,, --� wtuded in phases to avoid unnecessary removal of ft natural
ground cover. �, rte, induding sotee,�, water - boned �,
�Y. x i ` .` BAG Do not rernm trees or shrubs unnecessarily; 0 h* decr erow n. broken and concrete
(I60) 436
be r be preven
control by wood,
and seated vegetation can be recycled.
N remo stir protective devices shown shall be in place at the end of each woedV day when I �--- I l -- _ _ - materia�
must be taken to an ap PnoPriace WI a mspos of as
9. A
' tfYDr�s� D051ING AND ' - -' ' _ _ _ i Temporary vegetation must be planted on slopes or where eorutructbn
is not No
callftHw
4096 Silt aril Other debris r - - - - - - - - J ` Planned for eros
- - _ - , RESTORED SIAPE__ _ -._ _ - - immediately ion PAP Erosiar Shah ted For information landfills
and to order
five (5) day rain probability for ecast percent ( exceeds forty ). _ _ _ _ - _ _ hazardous waste
Far int n 4- disposal of hazardous ffeterial
the
� , �t t _ _ - - - - - , planting fast - growing accrual and perennial grasses to shield and bind the Soh.
W� �� toll � at (OW) 714 -1195
shah emoved after ead� rainfall. I - - _ _ _- -�-_ _ _ _ _ _ _ - _ _- __
' I o Y«� _ _ _ _ _— -- _ _ - _ - �_--_ _ - _ -_ _ __ - - _ _ _ - ' Plant as soon
as once acbad0n and a�tfes- �mpstets call Ei>OD at
_ --_ - - - - _ _ - _ - _ _ - - - _ - - - y Per k Pollutants shah be kept o f eposed
w fxm Place trash Cos and nerydny reoepfad6
10. Should germination of hydl'oseeded sloes IM to provde effective coverage of graded sloes
- -r _ around the site.
guider, be kept away 35.023 of the E
96 oovera�) prior to November 15, the slopes shall be stabilized with punched straw installed x - J T _ water usage for dust
control shah be minimrred.
(90
_ Portable t�oNets must be in good worldr�q
in accordance order and checked frequer►tly For leaks.
wRh Section rosion Sediment Control Han of the dbook State of ` - _ ___ _ _ _ _
and lomte portab
= -_ _ =-'_, -L= - x- Contactor shah provide secardary le toilets aosa fran
Cafiforihia Departrnoit Of �. -�� -�- x - - - - - - A Li12� OONSiRUCRCM 50111ain Nrkts
on Surfaces.
�� UN"APED SLOPE �� _ . _ _ . _ - • -1 D
— —
i _STlW6 pRNE�IAY _ _ _ M� det
(}' ' — -
_ ) _ _ AN constructidebt shall from true steel, and Strum drain.
x - - - - - - - - - - • _ ' - /- �., - _ _ tAiry - . �_ ..1 . - --- - ' _ _ _. --- _ - - Contractor
crust routinely dredc and kin up material that May have traveled
\ - -- _ .---- array from cxx sb ucta site.
%� _ +• + +.+ _-
_- %/ _• _...rte
0� E _.
LEGEND
% — _ . r �_ _ �- - • r . + _ . _ ,. • _ — - _ -- -- - _ -_- BEST MANAGEMENT PRACTICES ITEM No. PER ATTACHED
MANUAL
GRAVE — _ --
ONTO SLOPE ENTITLED "CONSTRUCTION PHASE BEST MANAGEMENT PRACTICES FOR
i • _ �'-'' " . - - • ,�- -
/ GRADING AM DRAINAGE IMPROVEMENTS, ENCINITAS GRADING PLAN
• WASTE MANAGEMENT & MATERUtS POLLUTION CONTROL: No. WTH-G %MfUS AVENItN:, ENCINI V WD SHALL BE MNSM its A PART
' SEE ATTACHED BMP MANu4 -aro*6 FDETARS. OF THIS PLAN AND NO OM AS REQUIRED AT THE LOCATIONS 9M. �' =
LOU IRED BY OPERATIONS AM W -
BY INSPECTOR. PERMANENT TURF AND LANDSCAPE FILTER AREA FOR BET
/ /• LOCATIONS APPROVED
RUNOFF GAP eEV� T 9#0 3 MIN. e / Z #0 / �s MANAGEMENT PRACTICE NOT TO BE MODIFIED WITHOUT A
\ \„
ACTS AS SPILLWAY
3 LAYERS OF GRAVEL SAGS � / � PERMIT FROM THE CITY.
WITH ENDS OVERI.APED /' EROSION CONTROL BLANKET
EXISTING UN- DOCUMENTED FILL AREA Q
GRAVEL BAG CHECK DAM
NEW IMPORTED AND COMPACTED FILL AREA rI
NO SCALE
SILT FENCE (BMP SC -1) '
�� FABRIC SECTION B GRAVEL BAG BERM (BMP SC-4) CDCDCDCDCDCD
11>
11/2" CRUSHED ROCK 1. CONSTRUCT THE LENGTH OF EACH REACH SO THAT THE CHANGE IN BASE SETBACK VARIES
STAKE B SEE NOTES 6, 7, & 12
ELEVATION ALONG THE REACH DOES NOT EXCEED 1/3 THE HEIGHT OF THE (SEE NOTE 4) CONSTRUCTION ENTRANCE (BMP TC -1)
Z
LINEAR BARRIER. IN NO CASE SHALL THE REACH LENGTH EXCEED 500 FEET. ; an STAKE A
Finer IIII Original 2. THE LAST 8 FEET OF FENCE SHALL BE TURNED UP SLOPE. x2"
FABRIC 2" WOOD STAKE
o O o U o O g 3. STAKE DIMENSIONS ARE NOMINAL. SEE NOTES 3& 5 FABRIC SECTION A
4. DIMENSIONS MAY VARY TO FIT FIELD CONDITION.
12 in Min, unless otherwise 5. STAKES SHALL BE SPACED AT 8 FEET MAX" AND SHALL BE POSITIONED TOE OF SLOPE SEE NOTES 6, 7, & 12 JOINING SECTION
DETAIL (TOP VIEW)
specified by a salt engineer ON DOWNSTREAM SIDE OF FENCE. _ T
SECTION &. STAKES TO OVERLAP AND FeI FABRIC To FOLD "ROUND EACH STAKE ONE slate DETAIL A 2"x2" wooD srAid =s CONSTRUCTION
PHASE BMP
H FULL TURN. SECURE FABRIC TO STAKE WITH 4 STAPLES. " c
NTS NOTE 3 SILT FENCE 2)T WOOD ID BMP NAME COMMENTS >-
7. STAKES SHALL BE DRIVEN TIGHTLY TOGETHER TO PREVENT POTENTIAL �o
ROW-TWO" OF SEDIMENT AT JOINT. THE TOPS OF THE STAKES SHALL F '� C FABRIC STAKE - SEE Q
NOTE: BE SECURED WITH WIRE. SEE NOTE 8 NOTES 3 & 5 TEMPORARY SOIL STABILLZATION
Constnxt sediment barrier and channeiize to
8. FOR END STAKE, FENCE FABRIC SHALL BE FOLDED AROUND TWO STAKES ... SS-2 Preservation of Existing Vegetation
AN Existirng Vegetation Outside of Work Area to be Preserved
TURN .�
o runoff to sediment trapping device ONE FULL AND SECURED WITH 4 STAPLES.
B _
tih 9. MINIMl1M 4 STAPLES PER STAKE. DIMENSIONS SHOWN ARE TYPICAL " END STAKE DETAIL CM VIE1M j ���'���'� SSI Control
Blanket See Location per Legend on Plan
I ~ 77 - 10. CROSS BARRIERS SHALL BE A MINIMl1M OF 1/3 AND A MA) X" OF 1/2 TEMPORARY SEDIMENT CONTROL
Width as THE HEIGHT OF THE LINEAR BARRIER. SC -1 Silt Fence Detail This Sheet - See Lotio n on Plan
o required to 11. MAINTENANCE OPENINGS SHALL BE CONSTRUCTED IN A MANNER TO ENSURE SECTI N A - MAX REACH =500' ^ sc� Gravy
Bean Nom �qu - Use sc� Instead Z
aecomodate SEDIMENT REMAINS BEHIND SILT FENCE. END STAKE (SEE NOTE 1) 6 V_
anticipated O 12. JOINING SECTIONS SHALL NOT BE PLACED AT SUMP LOCATIONS. (SEE NOTE 2) r DETAIL A SC-4 Grand
Bag Check Dam Detall This Sheet - See Location on Plan c+
tra .,., ., CROSS BARRIER
TRACKING CONTROL a
13. SANDBAG ROWS AND LAYERS SHALL BE OFFSET TO ELIMINATE GAPS. T FENCE SEE NOTE 10)
Temporary pipe culvert WOOD STAKE TC -1 Construction �ar Ed
on Ent Detail This Sheet - See Location on Plan
U
as needed B END DETAIL WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL
45' Min or 4 x the circumference of the largest I WM-1 Material Delivery and Storage BMP Manual Attadied
construction vehicle tire, is greater
WM-5 Solid Waste Management BMP Manual Attadned
Match existing grade PLAN EN L �� TOE OF SLOPE WM-6 Hazardous Waste Management BMP Manual Aeadned
Q
NTS o WM-8 Concrete Waste ManagerrIent Onsite Comrete Washout Not Allowed
� C I t' /� WM-9 Sanitary/Septic Waste Management BMP Manual Attadxd
5TA13ILIZED CONSTRUCTION ENTRANCE
BRlanr '?
i,, LO �"
SCALE DONA
51LT FENCE No. 26 175
,t CIVIL * W
NO SCALE J , Professional Z
9TF OF CA F--,
o7ro2/04
DESIGNED BY 77 DRAYM BY I
oNS APPROVED DATE REicES DATE LOCAL BENCH MARK SCALE bd APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT
DRAWING NO.
' �'�' °S BENOiMARK FOR ORIGINAL CAL -TRANS TOPO PLANS PREPARED UNtR SUPERVISION OF RECOMMENDED APPR ! RESTORATION
GRADING PLAN FOR:
UNKNOWN. SITE BENCHMARK AS SHOWN ON BY: BY: 9
PLAN - PK NAILS IN AC PAVEMENT HORIZONTAL AS Noted CITY ENgN R JAME5 W
DAT DATE DATE - 7 2 a4
� Not ed DA
ELEVATION: 136.62 141. Lic�x Expires 3/3�/� 6175 1231 OKFHEU5 AVENUE, LEUCADIA SHEET 3 O F 3
RESOURCE DEVELOPMENT CORPORATION JNO2 -0018
y