2004-9033 G (Plans) GENERAL MOTES --
GRADING NOTES:
1. All work shat be done in accordance with these SAN DIEGUITO WATER DISTRICT NOTES
plans, the standard specifications for public works 1. All grading shall be observed and tested by a STORMWATER POLLUTION CONTROL BMP NOTES
construction, the design construction standards of qualified soils engineer or under his /her RELATIVE TO CONSTRUCTION ACTIVITIES
the City of Encinitas and the San Diego area direction. He /She shall observe and test the (i) Review of this plan by
San Dieguito Water District does sot Constitute tzpresettt�ioi
standard drawings. Any changes re excavation placement and-compaction of fills and as to the accuracy of, the location
of, or the existence or non - existence of; say
regional
revisions t and a rd d shall be approved by the City backfills and compaction of trenches. He /She shall nnderg _nn utility,
pipe or structure within the limits of this project.
Engineer prior to any request for inspection. submit soils reports as required and will determine Cie Washout On-We C onstructi on Material
StorW
2. 1k sots report toted N Rme.lwm"" 4e a+eelVUtS1 Ines+ 1&+18", the- suitability of any fill material. Upon. (2) All existing
facilities, which may affect final design, i.e., lime arming, RM
C Dave, 6 , r"_%n%•htS pr pared by Barry a nd Associates completion. o_ grading operations he /she shall state • Contrwto• shall establish
and use an adequately sized concrete . Stored materials shall be contained in a same place to pi event paralleling or proposed connection shall be field verified. All existing
or proposed UUTAy
dated 5/11/04 shall be considered as a part of this that observations and tests were made by him/her or wwhout any to contain washout wastes on site. It
is illegal to age and spillage. Contractor shall store these products crossing within 10 feet of proposed water mains shall be sham. on rmprvvemernt plans•
grading plan. A 1 l grading shall be done in under his/her supervision and that in his/her wash concrete, slurry, mortar, stucco, plaster and
the like into where they will stay dry out of the rain Contractor shall Electrical and sewer to cross under water mains unless given written permission by San
accordance with the recommendations and opinion, all embankments and excavations were the stormwater conveyance system or any receiving water.
provide secondary containment for all fuel stored on -site. Dieguito Water District.
specifications contained in said report. constructed in accordance with the approved grading Contractor shall post a sign designating the washout location.
plans and that all embankments and excavations are
• Eliminate or reduce
3. Approval of this plan does not constitute approval acceptable for their intended use. pollution Ihrtion of stornravater from stockpiles
(3) t:tyrntr'8�tn"r and owner are ne�le to r+elecutC andlar adjust � airy existinng
of sizes, location and type of drainage facilities, Construction Site Access kept on - site. Stockpiles may include soil, paring materials,
water facility (fire hydrant meters, valves, valve boxes, etc.) which is affected by their
nor of improvements within street right- of- ways. 2. The contractor shall properly grade all excavated asphalt concrete, aggregate base,
etc. Stockpiles shall be project. All affected water facilities must meet current Water Agencies' Standards
Separate approvals and permits for these shall be surf -aces to provide positive drainage and prevent • A stabilized construction site access shall
be provided for located away from concentrated stomwater flows and Committee (WASC) standards. If facilities do not meet standards, then they shall be
required in conjunction with improvement plans. ponding of water. He /she shall control surface vehicles egress and ingress to prevent tracking
dirt offside. stormdrain inlets. Stockpiles shall be covered or protected waded to current standards at the owner's expense.
water and avoid damage to adjoining properties or This shall include using material such as gravel and/or with soil stabilization me asures and
provided with a temporary
4. Written permission shall be obtained for any off to finished work on the site and shall take corrugated steel panels/plates. sediment
barrier around the perimeter at all times. (4) Utilities to maintain minimum 5-foot separation when paralleling orate. services.
site grading. rep dial measures to prevent erosion of freshly
tions graded areas until such time as permanent drainage
5. Contractor shall take any necessary precau
required to protect adjacent properties during and erosion control measures have been installed. C ®nstructiee Vehicles Training
(5) Mffiimtan horizontal aepamtic�nc�10-feCt regtnt b�tn fire and S°
Diego Gas and Electric vaults.
grading operations. Anything damaged or destroyed 3. All areas to be filled shall be prepared to be • A specific area away froth gaffers and
atormdrain shall be • Contractors' employees who perform construction m the City
shall be replaced or repaired to condition existing filled and fill shall be placed in accordance with designated for construction vehicles parking,
vehicle of Encinitas shall be trained to be familiar with the City of (6) All water services to be constructed clear of driveways and 0 other travel ed ways•
prior to grading. standard specifications. All vegetable matter and a maintenance. All maj Encinitas stomwater Po llution control requi rements.
These , and routine refueling, t Waster meters must be is front of the par l they are serving.
objectionable material shall be removed by the g ce
6 . The developer shall be responsible that any repair, shall be made off -site. BMP notes shall be available to everyone working on site.
The
monument or bench mark which is disturbed or contractor from the surface upon which the fill is
property owner(s) and the prime contractor must inform
destroyed shall be re- established and replaced by a to be placed. Loose fill and alluvial soils shall Erosion Cont subcontractors
about stormwater requirements and their own
registered civil engineer or a licensed land surveyor. be removed to suitable firm natural ground. The" rot responsibilities.
exposed soils shall be scarified to a depth of 6
7. The con design, construct and maintain tractor shall desi and then compacted to a minimum of 90 percent. It • Erosion control
must be provided for all erosive surfaces. NOTIFICATIONS:
all safety devices, including shoring, and shall be shall be the contractor's responsibility to place, Sloped surfaces especially shall be protected
against Waste Management
responsible for conforming to all local, state and spread, water, and compact the fill in strict erosion by installing erosion resistant surfaces
such as 1. The existance and location of underground utility
federal safety and heath standards, laws & regulations.
accordance with specifications. erosion control mats, adequate ground cover vegetation, • Contractor shall be responsible for properly disposing
of all pipes and structures shown on these plans were
4. Cut and fill slopes shall be cut and trimmed to and bonded fiber maw' waste and unused construction materials. Dumping of unused obtained
by a search of available records. To the
rathrrq and equipment operating within one -half finish rode to produce smooth surfaces and uniform or e products on the where
e can 'them best of our knowledge there are no existing
B. Grading
Bile of a structure for human occup ancy shall g p • No excavation and activities are allowed into the conv ce is strictly
prohibited. utilities
P Y cross sections. The slopes of excavations and g during � system y prohr ilities except as shown
on these plans, however:
The contractor is required-to take due
not be conducted between the hours of 5:30 p.m. and embankments shall be shaped, planted and trimmed as wet weather. precautionary
measures to protect anv existing
7:30 a.m. nor on Saturdays, Sundays and City Holidays. directed by the engineer of work and left in a neat • No seepage from dumpsters
shall be discharged into
9. No grading operations shall commence until a pre- and orderly condition. All stones, roots and other • Diversion dikes shall be constructed
to charnel runoff wound stomwater. Berms/dikes shall be placed around dnlrrrpsfers utilities or structures located at the work site.
It is the contractor's responsibility to contact
grading meeting has been held onsite -with the waste matter exposed or excavation or embankment the constriction site. Contractor shall protect charnels
against "vert the natural storm nwoff. lAanps� shall be checked the following owners of said uti or struc-
following people present: • City _ inspector, Civil slopes which are liable to become loosened shall be erosion usingP� and temporary erosion control frequently
for leaks. Du npster lids shall remain closed at all tures pr-ior to any excavation, for verification
Engineer, Soils Engineer Grading Contractor and removed and disposed of. The toe and top of all measures. times. Dumpsters without
lids shall be placed within structures and location of utilities and notification of
Engin
Engin The pre -grade meeting shall ac slopes shall be rounded in accordance with the with impervious roofing or covered with tarps in order
to commencement of work:
Grading Ordinance. • Remove existing vegetation only when absolutely avoid rain contact with any trash material. SANITARY
SE-WER�*COUNTY OF SAN DIEGO ( 800) 253 -9933
advance by calling (760) 633 -2770 5. All trees, brush, grass, and other objectionable necessary. Large projects shall be conducted in phases
to GAS 6 ELECTRIC SDG&E (800) 660 -7343
material shall be collected, piled or otherwise avoid unnecessary removal of the natural ground cover. • Many onnstractioi materials, inchxling
solvents, waft -based WATER: San Dieguito Water Dist. ( 800) 422 -4133
10. Prior to hauling dirt or construction materials to disposed of off the site by the contractor so as to Do not remove trees or shrubs unnecessarily;
they help paints, vehicle fluids, broken asphalt and concrete, wood, and Telephone: PacBell ( 800) 892 -0123
an proposed construction -site within this p roj ect leave the areas that have been cleared with a neat Cable TV:
Y P � P j �"' decrease erosion. cleared vegetation can be recyclexl.lIon - recyclable materials a
the developer shall submit to and receive approval and finished appearance free from unsightly debris. must be taken to an appropriate
landfill or disposed of as Underground Service Alert: 4800) 422 -4133
from the City Engineer for the proposed haul route. Approval of location of - debris fill shall be • T v slopes or where hazardous
waste. For information on disposal of hazardous
The developer shall comply with all conditions and secured from the soils engineer and City Engineer Te mporary ve getati on must be pl anted on oP�
requirements of the City Engineer may impose with prior to disposal of any such material. construction is not immediately Alarmed for erosion control
material, call the Hazardous Wash Hotline toll fife at (NO)
regards to the hauling operation. purposes. Erosion shall be prevented by planting fast growing 714 - 1195. For information on landfills
and to order dumpsters 2. The contractor shall notify the City Engineer's
5. Existing topography shown hereon obtained from survey annual and perenn gramies to shield and bind the soil. call EDCOat (760) 436
-4151. office 48 hours prior to beginning any work on
11. Upon final completion of the work under the grading prepared by Dennis McCarty. Prior to start of work, this
project. Phone: (760) 633 -2770
permit but prior to final grading approval and /or contractor shall verify all grades. If any discrepancies • Plaint pernanent vegetati as soon as
Pie, aecx • Pollutan shall be kept off expased surtaees. Place trash
final release of security, an as- graded are found, notify the Engineer -of -work immediately. excavation and grading activities are complete.
and recycling receptacles around the site. 3 . The contractor shall give 24 hour notice on
certification shall be provided stating: "The calls for inspection. Phone: (760) 6�3 -2770.
grading under Permit No. 9033 -G has been o • Portable toilets must be in good rkin order and checked All work
performed without benefit of inspection
performed in substantial conformance with the • Water usage nor dust control shall be minimized. will be subject to
rejection and removal. semmiary
approved grading plan or as shown on the attached frequently for lead' Ga�racdm wa oz g shall prvvrd+e
containment and locate portable toilets
as graded plan". This statement shall be followed away from stormdnaia
by the date and signature of the Civil Engineer who 1) Steepest Existing Natural Slope 0 0 - 'Site = 13$
inlets on pervious surfaces.
certifies such grading operations. 2) Maximum Vertical Depth -of Cut - 6 Feet
3) Maximum Vertical Depth of Fill = 8 Feet • All � debris shall be kept away fr+oln the street,
gutter, and stomdrain. Contractor must routinely chock
EROSION C'MTROL NOTE S: C.Y. and clean up material that may have traveled away from
4) Average Depth of Cut = S • F = 3 Feet construction site p Address 1868 Crest Drive Drive 1.
In case emergency work is required, contact
John Dulich at 670-815-9000(24 hour phone number) . C.Y. APNt 262- 041 -14 & 15
tkwp
. Equiprnernt and workers for emergency work shall be 5) Average Dept of Fill 3.4 Feet Brief Legat Descrip
2 B
S . F. PORTION OF 111T 3 IN l�� 'D' CIF' PALl�1AR'ES 1•E2GHTS
made available at all times during the rainy season IN THE CITY OF ENCINITAS, CMMTY OF SAN DIEGO, STATE OF
(October 1 to April 15) . All necessary materials Earthwork: CALIFORNIA, ACCORDING TO MAP THEREOF NO. 2114
shall be stockpiled on site on October 1 at own .s CZRTrTIMTE
convenient locations to facilitate rapid Cut - 808 C.Y.
construction of temporary devices when rain is Fill 872C.Y. I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
O
imminent. CD
Import /Export = 64C.Y. GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL -- P
3. Devices shown of plans shall not be moved or GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE
N
SITE. NO SALE
modified without the approval of the Engineering
.
Ins ector y QUANTITIES SHOWN ARE ESTIMATED FOR PERMIT PURPOSES ONLY AND
P ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. SIGNATURE °M
4. The contractor shall restore all erosion control W iam ll Mitchell Chavira Bethann Marion Chavira
Q
devices to-working order to the satisfaction of the Q ,.,I Brnzrrrn�cr a
City Engineer after each run-off producing WCIM TO BE DAVE: DATE: V -�-� DATE: �/3�1�`t' Q cr)
rainfall. WORK TO BE DONE CONSISTS OF, AND SHALL BE IN CONFORMANCE WITH: �, -425' � �
w Q {..r_
5. The contractor shall_ install additional erosion 1. CITY OF ENCINITAS COSTAL DEVELOPMENT PERMIT 03 -260 CDP
= H DPM
control measures as may be required by the City 2. SAN DIEGO REGIONAL STANDARD DRAWINGS DECLtlRATION OT RESPORS2HIS CMkR=
a C Q
Engineer due to an- incomplete grading operation or `� Q
unforeseen circumstances which may arise. 3. CITY OF ENCINITAS MUNICIPAL CODE The undersigned engineer agrees that the work per
by the engineer shall (�
4. THIS SET OF PLANS comply with the generally accepted standards and practices of the engineer's w
Q
G. The contractor shall be responsible and shall take trade or profession. The engineer further agrees that the work performed
herein SITE REVIEWED t U
necessary precautions to prevent public trespass
shall be in accordance with the rules and regulations required by the City of In
onto areas when impounded waters create a hazardous ffit'� Encinitas. The engineer agrees that any plancheck or review performed
by the
1�iGIP s
condition. City of Encinitas in its capacity as a public entity for the plans prepared by the
'v' inner in the engineer is not a determination by the City of Encinitas of the technical �,�jf�tls s
'' ',D 00 7. All erosion control measures provided per the
approved grading plan shall be incorporated hereon. I, Albert R. Barry a registered civil enq sufficiency or adequacy of the plans or
design, and it therefore does not relieve �
State of California, principally doing business in the field of the engineer of responsiblity for the plans or design of improvements
based -1 '�' �F , De �
; samp ling and stud thereon. The engineer agrees to indemnify and hold harmless the City of S8n D�eg�llt0 Wat
D Phu 1°" V '" i q� pt "• �
applied soil mechanics, hereby cert that a same g y g g i
of the soil conditions prevalent within this , site was made by me Encinitas and its officers, agents, and employees from property
damage or bodily r-_ U
or under my direction between the dates of bill /03 and 5/11/04 injury arising soley from the negligent acts, errors, or omissions
of the engineer REVIEWED BY, -, X
S. Graded areas around the project perimeter must n
drain away from the face of slope at the conclusion One complete copy of the soils report compiled from this study, and his /her a g e
nts or acting within the course and sc of such REVIEWED BY LAJ E] W
of each work da with my recommendations, has been submitted to the office of the agency and employment arising out of the work performed
by the engineer. 8 .30 Y PQ CD
City Engineer. Furthermore, I have reviewed these grading plans _ _t DATE,
9. All removable protective devices shown shall be in place at
the end of each working day when the five (5) day rain and certify that the recommendations included in the soils report
, oft� (�
� z
,, for this project have been incorporated in the grading -pl ans and BY: QP SICNO1�CMtE EXPIRES 2 YEARS AFTER
HATE
probability forecast exceeds forty percent (40 %) . Silt and JOHN MAASHOF per
other debris shall be removed after each rainfall. specifications. P.O. BOX 846 El1CRNt88 Fire C8 PHl'IC8 +
Roe. Cl •-
�t
10. Should germination of hydro-seeded slopes fail to Barry and Associates CARDIFF, CA 92007 DATE: OtlZ :Iaq M..cer"s
provide effective coverage of graded slopes (90% SIGNED: P.O. Box 230348 601tt! 760- 271 -6845 RCE NO.: 61909 EW a
REVIEWED BYt REVIEVED BYE LnJ
coverage) prior to November 15, the slopes shall be Encinitas, CA 92023 -0348 its!• lIIIfM Ct�
stabilized with punched straw installed in RCE NO.: G00119 - Geotec nical Eng. * * EXP. DATE: 09/30/2005 DATE
VAT
3 0 W Ld W
accordance with Section 35.023 of the Erosion and 760- 753 -9940 s• '
Z
Sediment Control Handbookof the State of EXP. DATE: 03/31/06
California Department of Conservation.
Z q =
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPEgA� DISTRICT APPROVALS, CITY OF ENCINITAS ENGINEERING
SERVICES DEPARTMENT DRAWING NO. W Q CL
T.B.M. ELEVATION = 493.94 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP ❑ (�� KAiVS FOR
FINISH FLOOR ELEVATION HORIZONTAL DATE t oa�'� o� BY, BY, CI�AVIRA RESIDENCE 9033 -G
OF EXISTING DWELLING.
R.C.E. NO. ; 61909 A DATEi G 1868 CREST DRIVE
VERTICAL D
ATE
ENGINEER EXP. 9/30/05 R.C.E. R.C.E. PBD 2004 -66 03 -260 CLIP SHEET 1 OF 3
i , .. .
LEGEND
- � wet! I�ktt�?lG
NO SCALE
QNTY —UNIT DESCRIPTION STD. DRWG. LEGEND
4252 S F. DRI VEWA Y
(5" PCC / 6" CLASS I/ BASE)
2
CUT SLOPE (2:1 MAX)
FILL SLOPE (2: 1 MAX) v T
EXIST. CON TQLI R
4 78
=
4 EA. 12" INLET (2X SCALE) ELEV. XX. X ( +400') z
W /TRAFFIC GRA TE (e) N R T ELEV. XX. X (+ 400 )
' ' =20 1
PROPER TY LINE — - - - - - - — 1 n
NEW TOPO LINES o 10 20 30 wa not I
I 1
i RIPRAP ENERGY DISSIPATOR #2 5Ac�Kv4c7)T =1 �ta�. ?fir '
i
DIR. OF FLOW a ,
I PROP. SPOT ELEV. xxx i
5 EA. 6" AREA DRAIN •
1 wmi ALL MMWF FROM RIff DRAINS SHALL tE ( I
I 1930 S.F. RET. WALL (El e v shown +400) caNDUCTED OVER LANIIscAPE AREAS I
323 L.F. 6" PVC DRAIN SCHED. 40)
I 244 L.F. 4" PVC DRAIN (SCHED. 40) - — - — — - —�
"fft
= TIT, 11E -
580 S.F.. AC PAVEMENT TEXTURING 1 I
RETAINmVti wlAt.t. PEA dtOc�. PEWiZMt j {''� _ - _ a - 1.1E 1 1
GISiYG vT way , Lsto' NOTE: ALL RUNOFF FROM IMPERVIOUS SURFACES -- --__ —_ --
TO BE INTERCEPTED BY AREA DRAINS AS SHOWN NORTH ELEVATION
` AND CONVEYED TO THE BMP TREATMENT AREA. I' I
1 DRAINAGE SYSTEM AS SHOWN NOT TO BE MODIFIED - 1
' WITHOUT PERMITS FROM CITY OF ENCINITAS
I HOLD HARMLESS COVENANT FOR DRAINAGE TREATMENT CONTROL BMP CONSISTS OF RETENTION BASIN
' SEE DOC3Q'i gt��3 RECORDED 1100'1 AND OVERLAND FLOW THROUGH NATURAL VEGETATED AREA '� n2 ADJACENT PROPERTY APN N 262
- 041 -16
INSTALL STREETPRINT
1
1 WALL PER SDRSD C -1 PAVEMENT TEXTURM I
CID f Z CIR�CLRIE MASS. TEXTURE
ri- J WALL SDRSD C - NE OF NG
1 1
SEPTIC AM Ts F7 of 6' & TO EET FIR APP B RA WA METER
PIPE
37 (OFF RE RMENTS. T
PV ! 6 a �'� a III a n m a ° to ° S . ' I
FL Ix I� i i� 'i�+ $�° rn rn OVA BA
_ _ _ PRE 1 OW _ O
-- _ -- -- -- - -- -- -- -- -- �� E - - -56-3- --
LINE - - - - l lr1E — - - - - - — -- ■ — -' I I
M - -
EXISTI CE
C D WAY PRO T IN PL 1
17 1- 1 ,,, — - - -
—' N�� NEW ` Eac 1 1
� I � / � .►` 6' CUR �s..
• �'/ I 5 2.5 ; �. O
Y T
I 1
S
r ,J
I� K I T A D r -� ---- 1 0
I 6r s PVC 4x � - BL RE WA L. C 483. 3T' OF 6• \ n. — ►-
Y � t
U 1m. a F n WRAP P W L s �; 1 — � �� fa, — 1 z 0i Q
- _ = 1 6' PVC 1� �' DECK - f �� .{ I
m I�I�. Rnr : _ - _ 1 L - LO FF. 72. - - I ', i 1 I � Q�
' ,� ? 1 1 RIP , i P D= 47 . 4 EXISTING RESIDENCE CL
to I t r§
L1' El1. !i ' s� I
SEC. C-C L
A.
X. SEPTIC T (FF = 493.94) w
Q 1 E I o-� D OOR 48 .0 s P R ;' TO BE REMODELED
W � Q
PAD 470.0 �� PA 0 RE I DE s i `� }— U
olli k't FF. 3.0 I .r
484 0 ! n
PA =48 .5 ARA p_wp�o a p — 13 I v !
No _ .0 XIS NG AC Ld
SURFACES TO DR AWAY OM ALLI W ALL 1 (y L L_
AT A MINIMUM SLOPE 2% F A NINNI f DiSU W 5 'r s D o-P
AOTTOM EL -57.2 6 — — + — - — — — — — — — — � rn rn EXIST. I
A 1 .0 DEL -4817 PCC SLAB
SEEPAGE
- - -� - -- -- - - -- - CT IN - - -- -- -- - - - - - - - - BL W R❑ i AC
-- • -- - -- - -- -- -- - -- - EXI T. ❑CK LL P TECT IN PL E
U
R EXIST. TIGHT L E
PROTECT IN PLA 1
VERIFY L LOCATI NI # �/ ' '
I a /
OF (IF 4' OF 4' OF � 4' �• W
PVC tit 672X 041% PVC 971%
= 00
1 Q CO
I W ^ i
J RET. PER SDRSD C ` ,� EXISTING RESIDENCE I Q x e--i
I RET. WA" TES SEBtRPITE OLM. PERMYT � � Q
1 262 - 041 -18
COUR 1 6' sfE SCLTioPI Aijo�fE Q�G.H
Q APN 11 M 0i
I — — — — — — _ GROUND ' � --1 I
1 = c2
M : SeA&AW4 AQ0 P5I St�adAf tj I = - c
RET. WALL 6 BER e � TAB F *M gr=U*0 DON' -4 . No WUNVAaj � � k
SDRSD C - ET, WALL TOP O F - S L OP �E ROP. GRADE VEGETATED 6' PESO.
SDR" C -1 - _ _ _ 3' SCALE MIN
NLET TG =469
TYP SEC. A -A i �•
PCC DWY NO SCALE 5 , _ W
5 "PCC /6 "BASE f /er/5 O 6' ?VC DRAIN Q
i
OSEPTIC LW --
_ _ E
- 57 - 2 6' P%4C TYP SEC. B -B C� Z
DR NO SCALE
Lj
TYP SEC. C -C Z W W
NO SCALE Z
• Z IP=
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT APPROVALS CITY OF ENCINITAS .
W DRAWING NO Q 0-
T.B.M. ELEVATION = 493 .94 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDE APP D GRADING PLAN FOR. CDP
03 - 260
FINISH FLOOR ELEVATION OF $• A V I-R A RESIDENCE PBD 200 -66 9033
EXISTING DWELLING HQRIZOIVTAL 1' =�D� DATE 1 �.� B Y, aYI C H
VERTICAL '_ � R.C.E. ND. 1 61909 DATE, O DATEI � 1 S � � H CREST DR ,
- -
ENGINEER Exp. 0 -30 -0 5 R.C.E. R.C.E. WORK PROJECT NO. APN #262 041 14 &15 SHEET 2 OF
3
56 AM WAUS r 1-L1-v�
LEGEND E. HYDRO -SEED
QNTY —UNIT DESCRIPTION STD. DRWG. LEGEND 1. Hyd - seeding shall be applied to all slopes that
are graded 6:1 (Horizontal to Vertical) or steeper
S F ... • .. _ when they are:
HYDROSEED .•_•.'.•.•.•.i
'•'•' a. Three feet or more in height in fill areas.
125 EA. GRA4.'EL BAGS b. 5 feet or more in height in cut areas, unless slope
is not subject to erosion due to the erosion
240 L. F. SILT FENCE resistant character of the material as
n approved by the City Engineer.
240 L. F. STABILIZED CONST. ENiERANCE 2. Irrigation shall maintain the moisture level of the
soil at the optimum level for the growth of the
CU , << OPE 2: ? j AX ` - - hydr&seeded growth. Areas to be hydro - seeded shall be prepared prior
to hydro seeding
( ) � by:
3. Hydro- seeding mix shall consist of all the
following: 1. Roughening the surface to be planted by any or a
FILL SLOPE (2_: 1 MAX) combination of
4 E - A. 12" INLET (2X SCALE)
1. Seed mix shall consist of no less than: '
W /TRA>= FIC GRATE ! ®) �- a. 20 lbs. per acre of rose clover a. Track walking slopes steeper
than 6:1.
RIPRAP ENERGY DISSIPATOR b. 20 lbs per acre of zorro fescue b. Ripping areas that will not break
up using item "a"
C. 3 lbs. per - acre of E schoo 1 cia above.
DIR. OF FLOW californica
d. 4 lbs. per acre of achillea millefolia 2. Conditioning the soil so that it is suitable
for
4 EA. 6" AREA DRAIN e. 3 lbs. per acre of alyssum (carpet of planting by:
6" PVC DRAIN (SCHED. 40 _ — _ = snow)
f. 1/2 lb. per acre of dimorpholeca a. Adjusting the surface soil moisture to provide a
i
4" PVC DRAIN (SCHED 40) - - - - - . -e - - g. Items c, d, e, and f of this subsection damp but not
saturated seed bed.
may be omitted on locations where the f
area being is not visible b. The addition of soil amendments, pH adjustment,
from either a public street or leaching or covering saline soils to provide viable
I residential structures. condition.% for growth.
h. Item "a" of this subsection must be
SILT FENCE TAILS inoculated with a nitrogen fixing Hydro- seeded areas shall be maintained to provide a vigorous
bacteria and applied dry either by growth until the project is permanently landscaped or, for
drilling or broadcasting before hydro- areas where hydro- seeding is the permanent landscaping, until
I 1. sEr POSTS AhiD DfCAVATE A j i
seeding. the project is completed and all security released.
4 x 4 AV 10 BY 10 CAI) 1 � job -s s in tra
te n unopened containers i ers the
o the
with e
TREMCN tV FROM AM CK
ALONG LAME pip ( California Department of Food and Agriculture
� I 4'X 4' certification tag attached to, or printed on
said containers.
j . Non-phyto -toxic wetting agents may be
0 10 20 30 added to the hydro -seed slurry at the
' Z ATfACN TW FXTER FAWC I
ANrj � � � T� TRETU�I discretion of the contractor.
I -
I
i
2. Type 1 mulch applied at the rate l e s s than 2,000
of no
lbs. per acre. Type 6 mulch (straw) may be substituted,
NOTE ALL RUNOFF FROM IMPERVIOUS SURFACES all or part, for hydraulically applied fiber material.
TO BE INTERCEPTED BY AREA DRAINS AS SHOWN When straw is used it must be anchored to the slope by I
I FXM nOW AND CONVEYED TO THE BMP TREATMENT AREA. mechanically punching no less than 50% of the straw into
DRAIN SYSTEM AS
A SHOWN NOT TO BE MODIFIED the soil. 1
.1 801 AND COMPACT 11#
DfGt{41TID SOIL. - WITHOUT PERMITS FROM CITY OF ENCINI TAS I I Fertilizer consisting of TREATMENT
CONTROL BMP CONSISTS OF RETENTION BASIN 3. ammonium t
20 with 15� sulfur applied at the rate of 500 a -o . 16
AND OVERLAND FLOW THROUGH NATURAL VEGETATED AREA !
I� I
per acre.
IF BUILDING PAD LEFT VACANT FOR LONGER C)
THAN 3 MONTHS, OR AT THE CITY { I C)
ENGINEERS DISCRETION, ENTIRE
PAD SHALL BE HYDROSEEDED. I I ON
� l
I ON
HlPLD HARMLESS COVENANT FPR DRAINAGE y 1
SEi DOC# —RE CORDED I 78 FT of 6'
PT ANK METER
E SE IC oo WATE
I
E
PV PIPE 13,5% }
PR TECT I PLACE
I
37 F OF 6 59 F OF 6'
(SE PERMIT) S
W S PAG PIT , I I + U
a FL= n� aD N H N T
-- - -- - - -- - - -- - -- r -- 9P -tMFE - 55 � �_ -- LINE 30" 0. - - -- — -- - - -- — -- -- - -
- - - - -- - -- a =_ _ - - - - -- i 1
- I 1
__ - E>FISTI AC VEWAY PROTE IT IN PLACE {
1 '0 DWY
I _
r
I _ _
1 7 i / ••• • — -- — — - -� -� �\ \ \\ �- — — — — - o IDEN \\ DENI D
it
o il 6' CURS 9 L
P
It
I \ _
69' 6' P F. P E @1.4% N
wi . ••'�•-. . ! ;� BL G. RE WA L CO RTY RD Nam 37' OF 6'
CK & ABRI WRAP \\ -
lu 11
I W BASIN -10 "- • • U
. .• I. .4 55. L.F. OF L - r PVC 8.1% \ \\ I
6' PVC 19% DECK - - - -- --J
I - .'�.. - LO ER FF. 472. ( I
2 I f ..:.�....'�'. �. � L- -� � P D =471 5 ..:�-..
. 1 EXISTING RESIDENCE ' ^ L�
. ... 2ND F OOR F 48 .0 I �LJ
�[_ � rF
• • L_ — — — — — X. SEPTIC T E =4
-F TO 8E REMODELED PR PO
. I PAD 470.0 - - I I Q '.fl
FL �'55.2
— •. .�.� I •. . .•. ` PA o e�° R E I D E C E •
.. i FF. 83.0 .. -
it 11 I - - - PA 48 .5 C- I I spa p 13 i .e�
AR A c �G I { X r-1
- -- I L I I
� -V- F 48 0 Ex!sT „�oan�' +�" Qi
NOTE: _ \ P D = 4 3.5 I / `� (� E
ALL ACES DRAIN DIY ALL SET WALL - - L. 0i
AT A MONIMUM S OF IX FOR MINIMUM DISTANCE OF 5 T E �E�PA�E IT CDR D C- \ / , z
YE(�TA P ❑ T N LACE I -L
1NFILTRA ON BASIN 0 -- -- - -- — * -- — - -- - -- — -- / • i
BOTTOM EL %IgI 6 01 EXIST. I C) sco e Are �^ — 1 .0 �• PCC
SLAB
- - - -� -- ---------- f-------- 1------ - - - - -- - - -- - -- -�`
FL =ss�
IN PLA E EXIST. TIGHT L E EXi T BLOCK W LL PRNTECi IN PLACE
PROTECT Boa aar ao"� m oo �o L�J [
VERIFY ELEVATI N 11 N n N M A N N -� ` p tl J N N
Q LOCATX ;3 3: 3#
nr
2' OF m ~m 1' OF 4' OF 4' 3' OF 4' y
PVC @11' VC @7,27 VC @417. PVC 271%
ED
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I '
�-, Cy- z
�Qo
REVISIaNS APPROVED DATE REFERENCES DATE BB MARK SCALE SPECIAL DISTRICT APPROVALS CITY OF ENCINITAS DRAWING
NO. W Q 0-
T.B.M. ELEVATION = 493 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP D EROSION CONTROL PLAN FORT
CDP 03 -260
PBD 2004 -66
FINISH FLOOR ELEVATION OF - DATE , • BY BY, CHAVIRA RESIDP4CE 9
EXISTING DWELLING HORIZ �..._ -��
R.C.E. NO. , 61909 a _ DATE, a DATE,
VERTICAL 186 CREST DR
— —
ENGINEER EXP. 0 -30 -05 R.C.E. R.C.E. WORK PROJECT NO APN # 262 OA1 14 &15 [ SHEET 3 OF 3
r