2004-9186 G (Plans) 3
I
i
FPG NOTE5 5AN DIEGUITO WATER D15TKICT NOTES NOTIFICAT10N5 WORK TO DE DONE
GRADING PLAN -- -
. ll work shall be done in accerdance with these ,the Standard ens for Public 1. The existence and location of underground utility
pipes and structures shown on these plans The Grading consists of the following Work to be Done according to the pl ans, e
1. Review of this plan by San Dieguito Water District does not constitute a representation - - - - current City of Encinitas
Engineering Department Standard Specifications, the San Diego
Works Construction, the Design and Construction Standards of the City of Encinitas, and the as to the ,racy of, the location of, or the existence or non - existence of,
an underground were obtained by a search of available records. To the best of our knowledge there are no
Area R Standard changes or revisions tinerefrom shah be LEGAL DESCRIPTION exi sting utilities except as shown on these plans, however:
Area Regional Standard Drawings, and the Standard Specifications for Public Works Constriction
San
Diego Regional Drawings. Any nges approved utility, pipe or structure within the limits of this project.
by the City Engineer prior to any request for inspection. Grading shall consist of the construction of all cuts and fills
shown on these plans and
APN 261 - 101 -08 The contractor is required to take due p recautiona r y measures to an existing utilities
2. All existing facilities which may effect final design, i.e., line crossings, line paralleling, or P ry y outlined in
the earthwork specifications. All grading details shall be in accordance with
2• The Soils Report entitled "PRELIMINARY GEOTECHNICAL INVESTIGATION; Proposed Residential proposed connection shall be field verifited. All existing
following g or proposed utility crossings within LOT 35 & 36 IN BLOCK 6 OF CARDIFF, IN THE CITY OF ENCINITAS, COUNTY structures owners of sa the work site. It is the contractor's
r to any a responsibility xcavation, for verification and contact the the City of Encinitas Grading Ordinance.
Redevelopment, 2455 San Elijo Avenue, Cardiff -By- The -Sea, California" prepared by Vinje & 10 feet of proposed water mains shall be shown on the improvement plans. Electrical
and OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF No. ollowing owners of d utilities or structures prior e
Middleton Engineering, Inc. dated August 23, 2004 shaft be considered as a part of this Grading sewer to am under water mains unless given written permission by San Dieguito
Water District 3298, FILED IN THE OFFICE OF THE THE COUNTY RECORDER OF SAN DIEGO location of utilities and notification of commencement of work:
Plan. AN egad rig shall be done in accordance with the recommendations and specifications COUNTY, NOVEMBER 14,1910 LEGEND ITEM
5YM130L QUANTITY
contained in this report. 3. Contractor and Owner are responsible to relocate and /or adjust to grade any existing water facility a. Sewer - Cardiff
Sanitation District (760) 633 -2770 -- ----- - - - - -- - - -- -- -- _ -___ -
(fire hydrants, meters, valves, valve boxes, etc) which is affected by their project AN affected water fadIties b. Gas & Electric - SDG&E
(800) 422 -4133 (Dig Alert) COMPACTED FILL
3. Approval of this plan does not constitute approval of sizes, location and type of drainage facilitties, must meet current San Diegulto Water District Standard. If
facilities do not meet standards, then they c. Water - San Dieguito Water District (800) 422 -4133 (Dg Alert)
nor of improvements within street right -of -ways. Separate approvals and permits for these shah shall be upgraded to current standards at the Owner's expense.
d. Telephone - Pac Bell (800) 489 -3441 NEW AC ALLEY PAVING 750 S.F.
be required in wnjunction with improvement plans. e. Cable TV - Daniels Cable Vision (760) 931 -7000
4. Utilities to maintain 5 foot separation when paralleling water services. f. Underground Service Alert (800) 422 -4133
� EXISTING CONTOUR
4. Written permission shall be obtained for any off -site grading. 5
5. Minimum horizontal separation of 10 feet required between fire hydrants and San Diego Gas 2. Contractor shall notify the City Engineer's
Office 48 hours pri � � nY work on this or to begi a +�
and Electric vaults. EXISTING SPOT ELEVATION
5. The 0 ib actor shall take any necessary precaurrons required to protect adjacent properties during project. Phone: (760) 633 -2770
grading operations. Anything damaged or destroyed shall be replaced or repaired to the condition PROPOSED FINISH SURFACE ELEVATION
per to gr 6. AN water services to be constructed dear of driveways and all other traveled ways. Water Meters must be in 3. The Contractor
shall give 24 hours notice on calls for inspection. Phone: (760) 633 -2770.
existing
front the Parcd they are work performed without benefit of inspection will be subject to rejection and removal. PROPOSED
FINISH GRADE ELEVATION ~�
6. The developer shah be responsible that any monument or benchmark which is disturber or
destroyed shall be re- established and replaced by a Registered Civil Engineer or ENVIRONMENTAL DATA SURFACE FLOW DIRECTION AND
SLOPE
a Licensed Land Surveyor 1. Steepest Existing Natural Slope On -Site = 2% GRASSCRETE PAVING 4 G � � � � 850
S.F.
7. The Contractor shall design, construct and maintain aN safety devices, including shoring, and 2. Maximum Vertical Depth of Cut =1.3
Feet
shall be responsible for conforming to all Local, State and Federal Safety and health standard, 3. Maximum Vertical Depth of Fill = 1.0 Feet
laws and regulations. 4. Average Depth of Cut = 35 C.Y. x 27 / 5,940 S.F. = 0.15 feet
8. Grading and equipment operating within one half (1/2) mile of a structure for• human occupancy 5. Average Depth of Fill =100 C.Y. x 27
/ 5,940 S.F. = 0.45 feet
shall not be canducted between the hours of 5:30 p.m. and 7:30 a.m., nor on Saturdays, Sundays
and City recognize) holidays. 5EE SHEET 4 FOR EK05ION CONTROL NOTE5 AND DETAILS
9. No grading operations shaN corrhrnrence until a pre - grading meeting has been held on -site with the EARTHWORK QUANTITIES:
-- - - -. - -
Vowing people present: City Inspector, Civil Engineer, Soils Engineer, Grading Contractor and CUT (CARPORT) - 35 CUBIC
YARDS FILL (HOUSE) - 100 CUBIC YARDS
Permr'ttee. The pre - grading meedng shall be sdieduled with the City at W948 hours in advance OVEREXCAVATION (5' out from
Building Footprint, 3' deep) - 300 CUBIC YARDS
by kaAirxj (760) 633 -2770
SHRINKAGE OF CUT AND OVEREXCAVATION (25 %) - 80 CUBIC YARDS
10. Prior t>D hauling dirt or corsfruction materials too arrry proposed construction site within ttris project, IMPORT
- 145 CUBIC YARDS
the Developer shall submit to and receive approval from the City Engineer fw the proposed haul
route. The Developer shall comply with all a nditi'ons and requirements the City Engineer may
impose with regards to the hauling operation.. a W ti Nj �
3
' a n W STATEMENT OF ENGINEER OF WORK
f err io: 4 tt v u L
11. Upon final completion of the work under the grading permit, but prior to final gradirrg approval $ $ : � � * FS
AY
and/or final release of security, an As -Graded certification shag be provided stating: "The grading sT - -= ' -1 M H
The undersigned engineer agrees that the work performed by the engineer shall
performed under Permit No. 9186 performed in substantial cornforma, witch tthe
°� comply with the generally accepted standards and pra
�r� $� �t ¢� ��, ' . R
`+► ctices of the engineer's
-G has been
" STATE {,
approved Grading Plan or as shown on the attached As- Graded Plan This statement shah be J', ' �' trade or profession. The
engineer further agrees that the work performed herein
fi ilowed by the date and signature of the Civil Engineer who certifies such grading operation. SEAM ' � ,° , ` .t isln C of
shall be in accordance with the rules and regulations required by the City of
PO
� s. ''. i Mnrst•
X Encinitas. The engineer agrees that any plan check or review performed by the
GRADING NOTES ` ' B `' `� �I City of Encinitas in its capacity as a public entity for the plans prepared by the
- -- -
cc 0( EAlrr 1 >, \ \ YQF� SfA
- FACIFIc: pR to �{
v engineer is not a determination by the City of Encinitas of the technical
1. AN grading shah be observed and tested by a qualified Sok Engineer or under his/her direction. sufficiency or adequacy
of he plans or design, and it therefore does not relieve
, N
WY
WShe shah observe and test the aw4ation placement and compaction fins and bade fibs of ,� `` s ' _ s? � ' S•
the engineer of responsibility for the plans or design of improvements based
C - `
and oontpaction of trenches. He/She shall submit sons reports as required and will determine Do. thereon. The engineer agrees
to indemnify and hold harmless the City of Encinitas
the suitability of any fill mated . Upon completion of grading operations he/she shall state � �r �,�?`� _� �z. y
and its officers, agents, and employees from property damage or bodily
that observations and tests were made by him /her or under his /her supervision and that in g ty negligent act, errors,
or omissions of the en
his ion all embankments and excavations were constructed in accordance with the injury arising sole from the ti
ent gineer
/►�} and his /her agents or employees acting within the course and scope of such
approved grading plans and that aN embankments and excavations are acceptable for their s
. ! ��+ ,�„� � agency and employment and arising out of the work performed by the engineer.
intended rise. �
\ rye RESOURCE DEVELOPMENT CORPORATION z
2. The Contractor snail property grade all excavated surfaces to provide Poste and P 004 T "°""' B ros "'°$ 2410 Stromberg
Circle
VICINITY MAP
poi of water. He/She shah control surface water and avoid damage to adjoining Properties _
Carlsbad, CA 92008 r W
or to finished work on the site are! shah take remedial measures to prevent erosion of freshly (760) 942 -1106 Fax (760)
730 -3059 L`; D �. Iu
graded areas until such time as permanent drainage and a sion control measures have been Job No. JN04 -0028 ``=
h �
NO SCALE By: RA
3. AN areas to be Ned shy be prepared to be filled and fill shah be placed in accordance with BRIAN DONALD, RCE 26175 Date
o� c�.� -�; r'
the Standard Speclfications. AN vegetable matter and objectionable material shah be removed e
License Expires 3/31/06
by the Contractor from the wrface upon which the fill is to be placed. Loose fill and alluvial a
soft shah be removed to suitable firm natural ground. The exposed soils shah be scafifred to
c�
a depth of 6" and tthern compacted to a minimum of 90 percent. It shall be the Contractor's OWNEK'5 CERTIFICATE SOILS ENGiNEEK'5 CEKTiFiCATE
responsibility to place, spread, water and compact the fill in strict accordance with the Specifications. -- -- - - -- -
We hereby certify that a Registered Soils Engineer or Geologist has been retained to supervise over all I, Dennis Middleton, a Certified
Engineering Geologist in the State of Calfiomia, and I, Mehdi Shariat,
4. Cut and fill Slopes shah be cut and trimmed to finish grade to produce smooth surfaces
grading activity and advise on the compaction and stability of the site. a Registered Civil Engineer in the State of California,
principally doing business in the field of Apptieed o
_
and unifbi i cross sections. The slopes of excavations and embankments M be shaped, � Z _ Soils Mechanics, hereby certify
that a sampling and study of the soil conditions prevalent within this z
planted and trimmed as directed by the Engineer of Work and left in a neat and orderly `r ob Site was made by us, or under
our direction between the dates of Augur 19, 2004 and August 23, 2004.
condition. AN stones, roots and other waste matter exposed or excavation or embankment slopes ROBERT MA s co py D0, Trustee
Date One com plete of the Soils Report compiled from this study with our recornmendatiohs, has been Q
which are Ili* to become loosened shall be removed and disposed of. The toe and top of all ROBERT MA ADO LIVING TRUST submitted
to the Office of the City Engineer. Furthermore, we have reviewed these Grating Plans and ce
slopes shah be rounded in accordance with the Grading Ordnance 2455 SAN EL1>D AVENUE certify that the recommendations included
in the Soils Report for this project have been incorporated o
SAN EWO AVENUE, CARDIFF in the Grading Plans and Specifications.
W
5. All trees, brush, grass, and other objectionable material shah be cel tected. piled or otherwise (760) 250 -8026 VINJE & MIDDLETON
ENGINEERING, INC. ,��FtE D GF
of off the site the Contractor so as to leave the areas that have been cleared
250 Vineyard Avenue , Suite 102 S� O
4 . �
� MIDp �i� W
with a neat and fin tg
ished appearance free from unshtiy debris Approval of location of debris �S
fill shah be secured from the Soils Engineer and City Engineer prior m the disposal of any Escondido, CA 92029 Q
o� seo� i � o
(760) 743 -1214 Fax (760) 739-0343 * CERTIFIED
such material. Job N 0¢34¢P ENGINEERING ]
PLANNING AND BUILDING DEPARTMENT SAN DIEGUITO WATER DISTRICT PARKS
AND RECREATION DEPARTMENT PUBLIC WORKS DEPARTMENT `" '_ T.:
-�`'� '
c: -- , •. � Signed � f OF - �0
REVIEWED APPRQVEO BY: REVIEWED Y: REVIEWED AND APPROVED BY: REVIEWED AND APPROVED BY: r DENNIS MIDDLETON,
C.E.G 980 (License Expires 8/31/05) Date Z - 7-,o
t C c'z 9 G? DC
Z „ w No 48174 m W
1�.//1�/••� ! cc 1 Z
NAME DATE - NA DATE AME DATE NAME DATE Ste
Approval fires 2 Years after Date Signed ``� E DI SHARIAT, R.C.E. 46174 (License Expires 12/31/06) Date
- -0 9 CIVI
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE ENCINITA5 FIRE DEPARTMENT E i O Y APPROVALS
CITY OF E N CI N ITAS ENGINEERING DEPARTMENT NG NO.
CENTER OF MANHOLE RIM IN THE ALLEY NEAR NORTHEAST PLANS PREPARED UNDER 5Uf EKY15ION OF RECOMMENDED S AfTKOYED GRADING PLAN FOR:
CORNER OF PROJECT SITE G 918 6 •G
HolcizONr�u N /A �- BY: aY: MACHADO RE51DENCE
NIA a �0 OS Z 23 / OS DATE. CrTY ENGINEER D^ 2 3 3lo 2455 5AN ELIJO AVENUE, CAKDIFF 04-132
CDP
y��� BRIAN DONALD, RCE 26175 DA11r:
ELEVATION: 62.0 DATUM: ASSUMED NAME PATE LIMME"3 /3U06 SHEET 1 OF 3
KE50UKCE DEVELOPMENT CORPORATION JN04 -0028
a
Pil LEGEND ITEM 5YM130L QUANTITY
GKAPING & PKAINAGE PLAN COMPACTED FILL p
SCALE: 1" = 10' NEW AC ALLEY PAVING 750 S.F.
- EXISTIN6 FENCE W i
0 5 1 15 20 < < � EXISTING CONTOUR
-150
It LANDSCAPE AREAS FOR BEST MANAGEMENT >. o PARKING AREA -; k o
y; <�X x �)e PRACTICE NOT TO BE MODIFIED WITHOUT ExI5TIN6 o EXISTING SPOT ELEVATION +
A PERMIT FROM THE CITY ►-
SIDEWALK GRA
- - PROPOSED FINISH SURFACE ELEVATION
PROPOSED FINISH GRADE ELEVATION
i
a
ti b I i i GRASSPA PAVERS
I
I
I I ! ( H I SURFACE ROW DIRECTION AND SLOPE
I y C• CTI E N -
r I I `�_ 0 GRASSPAVE2 PAVING - 850 S.F.
I H
EXISTING HOUSE EXISTING GARAGE - 15' a NO SCALE
I I I I I REPLACE EXISTING DRIVEWAY n H
WITH 6R VE
' I ASSPA 2 PA RS PER DETAIL EXIS DIRT
EXISTING FENCE To REMAIN I � NOTES
I I NOTE: ENCROACHMENT AGREEMENT REQUIRED F FOR
PRIVATE FACILITIES THE PUBLIC RIGHT -O-WAY. N 60°16 E 120.56 MODIFIED WIHTOUT A PE F ROM THE CITY b�
'53" ' b � H a Right of Way Note:
a I
I � I • � o Owner IS t0 Obtain a construction permit from the E��gineering Department at least 48
x x �� , : ,v ,< - X Y �,v x X :. � , . n , A/ •,� - . -�� 2% hours prior to working
in the public right of way. Failure to do so will result in an
K x Xi'Y"�'4 - �A/ A/ . , �" / / A /A A x x x Y �f �/ �(�� / �( u • �(, ]�}( \����y� ,�. /A /A X x x v v
V/ / / A / A / A , /� ll /y
A X X X Y V V \/ / \ X X X X Y /\ /A /A /\ A X X X Y V \1 V X Y X V K \/ K / / \ !\ %\ %\ %l \ \K ^K ^X A/
~ Y Y \/ Y',/�}}}'\ / \ / \ / \ /\ ^"" f1 ^ ff \\� X X u Y �/ V Y / / \ %\ >\ �\ !`\ !t �C ^ X ^ K ~ Y A Y x Y X \/ X i / / / %A \ i\ T issuance
of a stop work notice and double permit fees. It is the n�pons& ty of the
1I O
EXIST SEWER LATERAL owner to law the location Of the Property line.
I I h 4
I
� b x
I bti I 15' ALLEY - NEW AC PAVEMENT
�i zx I e I ti I `.: EXr 2 CARPORT B i t I a ALONG PROJECT FRONTAGE
lJhl�yit Not:
___� -� ' y �� , I , ; ', TO THE SATISFACTION OF
I Z - q► o REMAIN ; t ` x _ I I All utilities serving this site shaft be instaW underground.
9' c I v I a THE FIELD INSPECTOR
6R ASSPA VE PARKINS x
EXISTING FENCE IN ALLEY Construction Best Management Practices (BMP) Note:
I , I I m j w 8 T BE REMOVED Erosion control measures (e.g. bonded fiber matrix, vegetative cotter,
jute matting) must
6 a `"I w i __?X _ +"�� _ ZX - - - - - - h PROPOSED NEW RESIDENCE t a x be implemented where applicable
to prevent soil erosion on site. Sediment control
� w �
I � FF ELEV 63.0 - 62.3 PAD ' ` ; W I W measures (e.g. sit kndng, fiber rolls, detention basins) must
be in place to prevent
I� Z I <' ; I ► EXI SLID GATE "�' - - - - - - - - - - - - - - - - - - I eroded soils from leaving
the Site. Materials management BMP must also be folbwed to
iN6 RELOCATE EXISTING 5/8 WATER
I TO B REMOVED w000 FRAME PORCH i I ensure no contact of rainwater with materials that contribute
to Water
Ttf I I I I - I I EXISTING GUESTHOUSE �., I b a. METER OUTSIDE OF TRAVEL WA qY
A I ' °: i TO BE REMOVED `� Q x hazardous materials A degradation downstream (e.g.) concrete
or stucco washout areas, covered storage areas for
1 N I � I p of tots over a pervi surface
12' • I 15 � LAWN AND LANDSCAPE AREA I � z ( materials po rtable � f
I 2'�{' a _} .-EXISTING AC ADDITIONAL N �* LANDSCAPE PLAN FOR DETAILS I J 0 x g
DEDICATION - - - - - s
S AC PAVE ENT j PARKING - % + _ 2X
I 1 0 �`� � o I 9! I � I I� NOTE: ALLEY PAVEMENT TO Post Construction Best Management Practices (BMP)
Hobe'
I �-.-- STING ROVED
ti ?X _
I a ULTLNATE b x PRIVATERLY MAINTAINED BY' No directly connected impervious areas (DCIA) shall be allowed.
MA means storm
1 STING FENCE TO BE REMOVED 1 d F - PROJECT PROPERTY OWNED
I ` I (I � � I - - - - - - - _ - -- - - , I � I I runofF generated and conveyed via impervious
j I � h °� pervious areas such as roof, roof drain, driveway,
I EXIST R/W
a I I I o WITHIN NEW RIGHT - of -WAY ; EXISTING SHED x and street BMP measures shall be identified on the
site plan. Most common measures
I ti I I 1 r� EMOyE� — I are designated turf areas, which receive roof drains and runoff from impervious
areas.
- V�
}r 71 /A /A - 7 1 X
/� -- T � p -- - 7 - - V_Ir 1 7 -1 7 - 1 7 171-7\ ; ,7
J� -\ - X
/� \ h h k Y Y V \/ \/ \/ \ / \ / \ /\ /\ /\ /\ A k X Y Y v �/ / / - r > \ /\ x X X X Y V V \/ \ Q
j ,< x Y J. k Y \, \, \, \ ,\ ,\ x x x x Y tIN 5IDP�►ARt? V oKts'�O RErr►AITi c VCHAr � n x X Y Y V \/ \, \ /
\ %� /\ d Turf and landscaped areas that are designed for BMP's shall be delineated on plans and a
1 C1V \/ /\/ /\/\/ \/ \ n A x x x Y v V • \ /\ n A x x x Y v v \/ \/ \/ \ /_\ /\ /\ /\ n A A x A
A X X Y Y V v/ /v /v /v / ^ n X x X A ./ /� /� 1.
`' V /A x v/ v �/ v / n X X X Y Y
V/ V A /V A /v A X Y V V/ V/ V/ V/\ �V / /V /\ A X X K X Y V A/ v/ V/ V/ V /V /V n A X X X X Y V V V/ V/ V/ V/ V
/V /\ A A X X >� Y V V V/ / A note placed on plans prohib�dng modification o t o the BMP landscape areas
I 1 L A}�
. I 7 �iY. \ / j \ /K � A— '�C-7� K Y \! V / / A / �'� "•• /A � � �l x X K K Y A/ i� � Tr \ \�/\ ` ���1 -' .�r - - X - -` K - �
C � ! °/ \ / \ / \ /\ /\ ^ A PAVING TO BE SLOPED TO Dt
' I 1 — s9 -0- PAVI
- �_ r -o- without a city permit,
I I t N 60 E 117.06' ONtO LANDSCAPE SWALE ALM
I I �� h I STY PROJECT SITE BDRY
20' - - - - - - -- - - - - - - -- - - --- - - - - -- -- , - - -- - - - - -- - -:'. I a
-
I 20 . A Total Area of New Impervious Surfaces = 400 S.F. (Rear Parking)
I I EXISTING FENCE TO REMAIN � � Existing Impervious Surfaces = 450 S.F. (Carport
I
EXISTING HOUSE - I �— EXISTING GARAGE - EXISTING DIRT N
I a I 50 CM 19.7 ")
I I I I ( I SPECIFICATIONS
I i t I I i i i v a 6.6" 9.8" UNIT SIZE 20" x 20' x 1"
1 600 Jockson St., Ste 310
AVAILABLE IN 9 STANDARD ROLL SIZES 800-233-1510 OR 233 -8383
5 FAX: 800- 233 -1522 OR
I
UNIT WEIGHT - 18 OZ. or 4.5 POUNDS 303 -233 -8282
STRENGTH - 402 KG / CM (5720 PSI) ev. 08/04e5truCtueS.COm
COLOR - BLACI( (STANDARD)
-
SAN ELIJO AVENUE OLD NEW RESIN HOPE z ww R /W
R/W CIL R/W R/W LL ,
20' 20' 15' 15' ALLEY GRASSPAVE2 SQUARES
Holes FF - 63.0 x _ 2x �
I L COMPACTED FILL - - - - - - - - i - - - - - - ADJACENT GRASSPAVE2 SQUARES
ECOMPACT ST" SM 60
WITHIN BUILDING FOOTPRINT. 5 FEET PAVE EXISTING DIRT ALLEY i i o
EXISTING AND PROPOSED GRADE EXISTING GRADE ON EXISTING GRADE r+
55 EXISTING AC PARKING - - - -- -
- i i E ENLARGEMENT BELOW Q
SE
MINIMUM SECTION FOR NEW AC PAVEMENT SHALL BE 4" AC OVER i "
5ECT10 N A -A 6" aASS ri BASE COMPACTED TO 95% OF MAXIMUM DRY DENSITY I 8 .3 CM �0 „9 " - HYDROGR MIX BELOW RING
BY MANUFACTURER =
i" - 10' HORIZ &VERT ova 11 OF NATIVE son COMPACTED TO 90%. OF MAXIMUM DRY DENSITY. ; 6 CM (2.4 �
RINGS FILLED WITH CONCRETE SAND (CLEAN, SHARP SAID) oo
COMPACTED SANDY GRAVEL ROAD BASE - 6" TO 12" Z
SAN ELIJO AVENUE PROPOSED EXI CARPORT �$�a o
R/W CIL R/W
20' 35' III _I I � _ I — COMPACTED SUBGRADE, a
65 -- — - - - -__ _-------- _---- - - -_ -- - - _ _. _ ___ - 65 I I I IIII III - 1
95% MODIFIED PROCTOR DENSITY q[
EXISTING ADf� �o ��� ���� � — o
_ 2% ��,. �' SECTION
60 - - - 60 TOP OF GRASS ROOT MASS 1/4 ABOVE TOP OF RING
'**,� GRASSCRETE PAVERS + GRASSPAVE2 ATTACH WITH SNAP -FIT FASTENERS 0
55 EXISTING AC PARKING 55 ROOT MASS TO FILL GRAVELPAVE2 0
5E TI N B B coo COMPACTED SAVOY GRAVEL BASE COURSE
Q \ �i ; C ! !'1/ �� ENLARGEMENT aC
1" = 10' HORIZ &VERT !.4 %.
c�
W DO VAI
Cr No. 2175 TYPICAL GRA55PAVE2 DETAIL
CI'V PL 6Y
Professional w
a
W
PREPARED BY: O F -� 0 4 05 Y
REI+ISIONS APPROVED DATE REFERENCES DATE LOCAL BENCH MARK : r , 2410 %omberg Code, Carlsbad, CA 92008 CITY OF ENCMITAS
ENGINEERING DEPARTMENT
CENTER OF MANHOLE RIM IN THE ALLEY NEAR NORTHEAST F �t0o Tel: (760) 942-1106 Fax (760) 730 -3059 PUNS PREPARED UNDER SUPERVISION OF
GRADING & DRAINAGE PLAN FOR:
CORNER OF PROJECT SITE } +pzs -Mail: brian @rdc2000.00m
}6 9186 G
MACHADO KE51DENCE
BRIAN DONALD, RCE 26175
CAM 2455 5AN ELIJO AVENUE 04-132 CDP
ELEVATION: 62.0 DATUM: ASSUMED Lice m E>Oms 3/31/06 1 SHEET 2 OF 3
RE50URCE DEVELOPMENT COKPORATION JN04 -0028
ER05ION CONTROL PLAN
SCALE: 1" = 10'
5TOKMWATEK POLLUTION CONTKOL BMP NOTES
- - - -- -- - - - - -- - -- - - - -- -- - - — 0 5 10 15 20
Relative to Construction Activities
Concrete Washout
Contractor shall establish and use an adequately sized concrete waslW area to
contain washout wastes on site. It is illegal to wash concrete slung,
mortar, shicco, plaster and the hake into the stormwater conveyance system h i
or any receiving water. Contractor shall post a sign designating the washout location. I I I I
r � .� Site
WI IJU U I I
A stabilized construction site acoess shall be provided for vehicles egress and
I 1 I t I I �► �
ingress to prevent tracking dirt off site. This shall include using material
Rd as gravel and /or corregated steel panets /plates. I I
I I I COQ I I f
CAnSbllCti()n *hides EXISTING FENCE TO REMAIN
I STZI DIRT
A specific area away from gutters and stormdram shall be designated fo construction I I Q�� - - -- - - - - - - - -- - - - - -- - - - - J "
GRASSPA AREA FOR BMP NOT TO BE
H
� � I I h N 60 53 E 120.56 MODIFIED WIHTOUT A PERMIT FROM THE CITY � 0
vehicles parking, vehicle refueling, and routine equipment maintenance. All major I'� _
repairs shall be made off -site. I � I ' _ 6% i �
+6 �-, - _ _ a _ y 2 — — — — —
S
Erosion Control I _
Erosion control must be for all erosive surfaces. Sloped surfaces espeda�r ti��� 6 x y a ,
shall be erosion instatti erosion resistant surfaces such as I ,� i _ . _ b 7 : I 15 ALLEY - NEW
AC PAVEMENT
P 1 i CAI�ORT i I t I I a ALONG PROJECT FRONTAGE
erosion control mats, adequate ground cover vegetation, and bonded fitter matrix. 2% I I f-lx I at -r -�- a �7 zx
TING y S T 0 THE S TISF CTION OF
• y I - I { .
No excavation and
9 g activities are allowed du ring Wet weather. I I I I I t �` I 19' x 20' I I I THE FIELD
INSPECTOR
I 0 REMAIN rr /�
I i i a c [_ ._i L� r - C c � G PARi IN x b y a
' w
Diverslon dikes shall be to Channel runoff drOUrtd file site. y % I `` w -- - - - - - -- ------
ctor
I I I- �^ w �� _ 2% h PROPOSED NEW RESIDENCE
Contra shall protect channels against erosion using permanent and temporary I I g I i I W I F I I
. I �- ��b� _ - - FF ELEV 63.0 - 62.3 PAD ; ; 4� t�
�� I f �
erosion control measures. ' 3 x
I '� I - - - - -� - -- -- ,---- - - - - -- - - - ` -- ------------ - - -- I y - - - - - - - - - - - -
- - - - - - - - - -
1 �I
- T
T-
Remove�ting vegetation only when absolutely necessary. Large projects shall be � ; I > � I N I FIBER OLL ACRD S FRONTAGE -
FIBEA ROLL ACRO FRONTAGE ;°
conducted in Phases to avoid unnecessa ry removal of the natural I 1 , I I •� x
ground �
cover.
Do not remove trees or shrubs unnecessarily; they decrease erosion. I I I N , I I
l I I I ,
LAWN AND LANDSCAPE AREA � - - z I I
i E)QS AC DITIONAL ROW �` bEE LANDSCAPE PLAN FOR DETAILS i x b
Temporary vegetation must be planted on slopes or where construction is not tom S AC P VE ENT PARKING • 1 I DE DICATION _ 2% i
ONSTRUCTION ENTRANCE
I o I g
immediately planned for erosion control Purposes. Erosion shall be prevented by I I `-`— I °'ULTIMATE R/ �
� I i planting fast-growing annual and perennial grasses to shield and bind the soil.
- ( L ry ,/ I EXISTR/W
Plant anent ' on as soon a5 a once OkQVati01h and actives 1 I I I O I I I I x
P� �9� Pmt , 9�9 I , � I _ — — - .� _ � , , I - -- �_ _. __ _- � -_ i �..i I � I�
I I I I I
are complete. — — T -- - _ — _ ^ — - '`F'
Water usage for dust control shall be minfmized.
� o-
I
On -site Construction Material Storage I y
t v T +s9! - N 60'16'53" E 117.06'
I I 20 ,
Stored materials shall be contained in a secure place to prevent seepa4e and image. I - - - - - - - - - - - -- - - - - - - - - - - - - - - -- - -
- - - - - - -- - --------------------------
A a
Contractor shaft Store these products Wire they will slay dry out of the rain. ContrdcbDr 20' i I i EXISTING FENCE TO REMADJ
shall provide secondary containment for all fuel stored on -site. I I I I I I a
I I I I I I y
V I I I I
I
Eliminate or reduce pollutloi h of stormwater from stockpiles kit on -slte. Stod oes
may include soil, paling materials, asphalt eonaete, aggregate base, etc. Stockpiles I 1 I I I I I I
shall be located may from concentrated stormwater flows and stormdrain inlets.
I I I I I I I tV
Stockpiles shall be covered or protected with sal stabilization measures and provided
with a temporary sediment barrio around the perimeter at all times.
Training
Contractors' employees who per construction in the City of Er&ttaS shall be
trained to be familiar with the City of Encinitas stol 'water pollution Control requir�enents.
These BMP notes 00 be a1211a* to everyone working on site. The property owner(s) 11/2" CRUSHED ROCK
and the prime Contractor must inform subcontract S about sronwater requirements
and their own responsibilities. Filter fabric
Waste Management Original
Original w
grade
Contractor shall be respornsibie for properly disposing of all waste and unused misfniftrl #iMi v
iu materials. Dumping of unused or waste products on the ground, where water can n, unless otherwise
specified by a soils engineer
carry them into the conveyance system is Strictly prohibited.
SECTION B-13 No seepage from dumpsters shah be discharged into stormwater. Berms /dikes shall
NTS t
shall be pled around dumpstei to divert the natural storm runoff. Dumpsters shall
NOTE: o
be checked frequently for leaks. Dumpster lids shall remain dosed at all times. Con sediment barrier and channelize
mpsters without lids shall be placed within structures with impervious roofing or runoff to sediment trapping device
Du , �- � � struct 3 I
covered with tarps in order to avoid rain Contact with any trash material. } tit B
Many Construction materials, iricluding solvernts, wager -based Pte► vehicle fluids, a
broken asphalt and concrete, wood, and cleared vegetation can be recycled. o Width as
Non - recyclable materials must be taken to an appropriate landfill or disposed of as o ° required m
o
hazardous waste. For information on disposal of hazardous material, call the Hazardous �
Uj o a� ipated z
Waste Hotline bolt free at (800) 714 -1195. For information on landfills and to order z I Q ic a,
dumpsters cab EDCO at (760) 436 -4151.
PobUtantS Shah be kept Off exposed surfaces. Ram haste Cans and reryolng re0eptaC�s s needed p B O
around the site. k
20' Min U
Portable toms must be in good woridng order and checked frequently for leaks. I
Contractor shall provide secondary containment and locate portable toilets away from Mat& existing grade PLAN
stormdrain inlets on pervious surfaces.
All construction debris shalt be kept away from the street, gutter, and stomndrain.
Contractor must routinely check and dean up material that may have traveled away
from construction site CONSTRUCTION ENTRANCE Qo n
NO SCALE
* C;VL
Profsssionw
w
F UF CKl1; w
Z
PKEPAKED BY: 02/04/05 ,
s APPROVED DAME REFERENCES DATE LOCAL BENCH MARK , . 10 ! 2410 % mbq Chl� Carlsbad, G 92005 CITY OF OCNITAS
ENGINEERING DEPARTMENT
t .
CENTER OF MANHOLE RIM IN THE ALLEY NEAR NORTHEAST;
Tel: (760) 942 Fax: (760) 730 - 3059 PLANS PREPARED UNDER SUPERVISION OF GRADING &DRAINAGE PLAN FOR:
CORNER OF PROJECT SITE eft Wanft2000.=
918ro-G
MACHAPO KE51DENCE
BRIAN DONALD, RCE 26175
°�'� 2455 5AN ELIJO AVENUE 04-132 CDP
ELEVATION: 62.0 DATUM: ASSUME) Ucer�se E>� m 3/31/06 SHEET 3 OF 3
RE50URCE DEVELOPMENT CORPORATION JN04 -0028