1997-5006 G (Plans) 7
WORK TO BE DONE ENGINEER'S SPECIAL NOTES VICINITY MAP
A. GENERAL D. EROSION CONTROL 1. CONTRACTOR HAS SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, ESSIpN�
1. All work shall be done in accordance with these plans, the standard specifications 1. In case emergency work is required, contact D.L. Storer
at INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL ��® M.
for public works construction, the design construction standards of the City of (619) 944 -4221. APPLY C ONTINUOUSL Y DEFEND, NOT BE L
NORMAL ENGINEER HARMLESS ,� �'''� ti
Encinitas and the San Diego area regional standard drawings. Any changes or W-
FROM ANY AND ALL LIABILITY REAL OR ALLEGED IN CONNECTION WITH THE Cr No. 0587 RANCH 90•
revisions therefrom shall be approved by the City Engineer prior to any request for 2. Equipment and workers for emergency work shall be made
available at all times PERFORMANCE OF THE WORK ON THIS PROJECT EXCEPTING LIABILITY ARISING Z l�� * �� * DOVE HOLLOW
inspection. during the rainy season. All necessary materials shall be stockpiled on site at ALONG PARCEL 4 IN
THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK, tt /�'�, 0
FROM THE SOLE NEGLIGENCE OF THE ENGINEER. �. � � ROAD
convenient locations to facilitate rapid construction of temporary devices when rain is Z, 31 pZ DATE CIVIL
o 4111 2. The soils report titled "Preliminary soils investigation for proposed single family imminent. DS
2. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL SLOPES, STREETS, RDE Epp, , E
dwelling" prepared by Compaction Engineering, Inc.,dated December 10, 1996, shall be UTILITIES, AND STORM DRAINS ARE BUILT IN ACCORDANCE
WITH THESE PLANS. FCC. 3Z "
considered as a part of this grading plan. All grading shall be done in accordance 3. Devices shown on plans shall not be moved or modified
without the approval of IF THERE IS ANY QUESTION REGARDING THESE PLANS OR FIELD STAKES, THE REVIEWED BY: UZ' 1 '� °� ROAD
with the recommendations and specifications contained in said report. the Engineering Inspector. CONTRACTOR SHALL REQUEST AN INTERPRETATION
BEFORE DOING ANY WORK BY
CALLING THE ENGINEER OF WORK AT 942 -5147. THE CONTRACTOR SHALL ALSO ^ ,ci• SaPC a
3. Approval of this plan does not constitute approval of sizes, location and type of 4. The contractor shall restore all erosion control devices
to working order to the TAKE THE NECESSARY STEPS TO PROTECT THE PROJECT AND ADJACENT PROPERTY INSPECTOR DATE i'
drainag P rig ht - of - way s. a facilities, nor of imp rovements within street P Y 9 p roducing Se parate satisfaction
of the City E after each run - off roducin rainfall. FROM ANY EROSION AND SILTATION THAT MIGHT RESULT FROM HIS OPERATIONS --u__ - --
_ __
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approvals and permits for these shall be required in conjunction with improvement BY APPROPRIATE MEANS (GRAVEL BAGS, HAY BALES, TEMPORARY
DESILTING ,i I tn LONE
plans. 5. The contractor shall install additional erosion control measures as may be required BASINS, DIKES, SHORING, ETC.) UNTIL
SUCH TIME THAT THE PROJECT IS �(� M� C�sr -7^
by the City Engineer due to an incomplete grading operation or unforeseen COMPLETED AND ACCEPTED FOR MAINTENANCE BY THE OWNER.
V0145trE L.(:'RANGFI A/ Wf - M
4. Written permission shall be obtained for any off -site grading. circumstances which may arise. 3. THE EXISTENCE AND LOCATION OF UNDERGROUND
UTILITIES SHOWN HEREON
y y p recautions y precautions to A' A �01,(.BCE
5. Contractor shall take an necessar re adjacent responsible WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE
BEST OF " LL SI GH I" q required to protect 1a 6. The contractor shall be p onsible and shall take necessary
.SECT lO1J "
OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING UTILITIES EXCEPT AS SHOWN
properties during grading operations. Anything damaged or destroyed shall be replaced prevent public trespass onto areas when impounded waters create
a hazardous ON THESE PLANS. BEFORE EXCAVATING FOR THIS CONTRACT, THE CONTRACTOR r4. T. S.
or repaired to condition existing prior to grading. condition. SHALL MAKE EXPLORATORY EXCAVATIONS AND VERIFY THE HORIZONTAL AND
NOT TO SCALE-
VERTICAL LOCATION OF ALL UNDERGROUND UTILITIES AFFECTING THE WORK, FARCES 2
E
fi. The developer shall be responsible that any monument or bench mark which is 7. All erosion control measures provided per the approved grading
plan shall be WHETHER SHOWN ON THE PLANS OR NOT. SPECIFIC ATTENTION SHALL BE MADE P, NJ, 174 0 1
disturbed or destroyed shall be re- established and replaced by a registered civil incorporated hereon. IN AREAS WHERE THE PROPOSED IMPROVEMENTS
MEET EXISTING. CONTRACTOR I 1 254 - 241-041 SHALL NOTIFY THE ENG R
PROJECT, E
engineer or a licensed land surveyor. P P y MATERIALS FOR THE P AND ALLOW SUFFICIENT DEVIATI TTIME PR IO R
FOR REVISION TO
7. The contractor shall design, y g n, construct and maintain all safety devices, includi slop e at the conclusion of each work da y
THESE PLANS IF AS BUILT LOCATION OF EXISTING UTILITIES REQUIRE . I RO PRIVATE
8. Graded areas around the p p must drain awa from the face of 32;
'� - �`
- _ AD EASEMENT
CHANGES TO THE DESIGN.
3 _, v.. Mi=tr -- v�.
shoring, and shall be responsible for conforming to all local, state and federal safety I PER p k 174 -
#M
and health standards, laws and regulations. 9. All removable protective devices shown shall be in place at the end of each
, 1_=
working day
9 da Y when the five O rain forecast exceeds fort 5. PRIOR TO ORDERING MATERIALS OR BEGINING CONSTRUCTION, WHICHEVER Y Percent (40
Grading and equipment operating within on - half (1/2) mile of a structure for %). Silt and other debris shall be removed after each rainfall.
OCCURS FIRST,
WRITING, WHENEVER THESE PLANS SEEM UNCLEAR.
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. 10. Should germination of h roseeded slopes fail to provide effective coverage
of -- - -- Wwm� its" 12' 00 +
6. EXISTING TOPOGRAPHY AND BOUNDARY INFORMATION SHOWN S?" �_
graded slopes (90% coverage prior to November 15, the slopes shall be stabilized with ",.r. "... RI TA w
HEREON ARE BASED ON RECORD INFORMATION ONLY AND DO NOT CALLE R 12
9. No grading operations shall commence until a pregrading meeting has been held punched straw installed in accordance with Section 35.023 of the
Erosion and jgp'
9 people N 2'35'2x" W
onsite with the followin Inspector, Civil Engineer, Soils Engineer, REFLECT AN ACTUAL FIELD SURVEY BY DUDEK AND ASSOCIATES, INC.
P present: City P actor 9 ineer 9 ineer Sediment Control Handbook of the State of California Department of Conservation.
�XI� ,
Grading Contractor and Permittee. The pregrade meeting shall be scheduled with the
7. PAVEMENT SECTION SHOWN ON THIS PLAN IS PRELIMINARY ONLY.
City at least 48 hours in advance by calling (619) 633 -2770.
ACTUAL SECTION SHALL BE DETERMINED BY THE SOILS ENGINEER �, �.• -``�
10. Prior to hauling dirt or construction materials to any proposed construction site SUBSEQUENT TO COMPLETION OF THE GRADING OPERATIONS.
I -- - -
within this project the developer shall submit to and receive approval from the City'. WY1;'ROfj )
ENVIRONMENTAL DATA: w'
Engineer for the proposed haul route. The developer shall comply with all conditions - - LEGEND y -CIE TYP• .
and requirements the City Engineer may impose with regards to the hauling operation. �t
1.) Steepest Existing Natural Slope On Site 50 % DESCRIPTION DWG.NO. (t) M1
SYMBOL o .`
°` GATCN
11. Upon final completion of the work under the grading permit but prior to final 2.) Maximum Vertical Depth of Cut = 12'
= I : Ir��s =
PROPERTY LINE _ _ ___,_ CONST. 'AC BERM P,
grading approval and /or final release of security, an as-graded certification shall be _ (1ST 324.0)
The grading under Permit No. t"j 00 6 - has been = z � �
. „? FRONTAGE
P rovided stotin 9� 9 9 � 3. ) Maximum Vertical OURS
De th P of Fill 5' G CON � - � g -;
EXISTING in substantial conformance with the approved grading plan or as shown an
the attached as- graded plan". This statement shall be followed by the date and 4.) Average D epth of Cut = (C.Y. x 27) / S.F. = 2.9' PROPOSED
CONTOURS 230 -- - - '� = 4 "40OOKS CATCH TW 320.6
signature of the Civil Engineer who certifies such grading operation. `° BASIN W/ STEEL FG 321.4
235.7 F i
5.) Average Depth of Fill = (C.Y. x 27) / S.F. = 0.3 ' SPOT ELEVATION TR�FIC GRATE
3 TW 3 22.8
B. NOTIFICATIONS i FG 31;
A C BERM 32 PRIVATE ROAD EASEN 5 ` RIM EL. - 312.9 FL
1. The existence and location of underground utility pipes and structures shown * PER DOC• N0. 91- 01787
g Y own on Earthwork. s
EXISTING EASEMENT LINE REC. 4 -14 -91 S" AC
these plans were obtained by a search of available records. To the best of our ' A FL OUT - 309.9 t.-
-- -3.5
_ _ _ _ r 8" --� ' RET. WALL PER
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knowledge there are no existing utilities except as shown on these plans, however: r' t BASE (MIN.) ** SDRSD
C -4
Cut = 4,600 C.Y. EXIST. SEWER fi c ot- .-
5 - �0 - g F 3 TW 322.8
The contractor is required to take due precautionary measures to protect any existing
Fill = I FG 3. ,
utilities or structures located at the work site. It is the contractor's responsibility to 500 C.Y. EXIST. WATER 1W-- -.
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contact the following owners of said utilities or structures P rior to any excavation, for _ EXIST. r � _ J
11 It �'! I TW 3211_0 rr �
Import /Export - 4,100 C.Y. WATER LATERAL � PAPCr- ' O ��• FG 3��,$ PAH 5
verification and location of utilities and notification of commencement of work: ;J.J�iJ, 17577 4 HP P,IYL
17446
EXIST. SEWER LATERAL E LI�J [ �I H ; 3Z1, 264
a. Sewers - Cardiff Sanitation District, 1- 800 - 422 -4133 PE 321
*EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY. -� HP FF 32,E
PAD ELEVATION
b. Gas &Electric -San Diego Gas &Electric, 1 -$00- 422 -4133 PE 320.0 * *SEE ENGINEERS
c. Water - Olivenhain Municipal Water District, 1 -800- 422 -4133 , SPECIAL NOTE 7.
d. Telephone Pacific Bell, 1 -800- 422 -4133 GRADED SLOPE, 2:1 MAX..E�r;
, _EMENT
e. Cable TV - Daniels Cablevision, 1- 800- 422 -4133
DAYLIGHT LINE PER DOC. NO. Q I !. k 3 FL
PER
2- 1
2. Contractor shall notify the City Engineer's office 48 hours prior to beginning any CUT /FILL LINE � , �-,f- ,= x
9� 16' .�,� - I
work on this project. Phone: (619) 633-2770.
1 SWALE
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3. The contractor shall give 24 hours notice on calls for inspection. hone: (6 9) SOILS ENGINEER'S CERTIFICATE
GRAVEL BAGS BAGS HIGH
633 -2770. ( )
I Dale R. Re li a registered civil engineer in the State of California,
principally doing business in the field of applied sod mechanics, ' "bFF P" j DI
All work performed without benefit of inspection will be subject to rejection and hereby certify that a sampling and study of the sod conditions
DRIVEWAY G -146 E . / O,
removal. prevalent within this site was made by me or under my �OR .PUBLIC ROA j�PVk U
recommendations, has been submitted to the offi of the Cit Y RETAINING WALL C- P R DOC• =NO. , 91 ��14 _ � �
, L ce
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have reviewed these p lans and 4 02 - 7 4 L 3 I
C. GRADING Engineer. Furthermore, grading p t
the-
certify that the recommendations includ Is report for this � � SAN DIEGO REGIONAL STANDARD DRAWINGS
1. All grading shall be observed and tested b qualified soils engineer or under project incorporated
He
q g pr 1e have been m
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hi her g g y a direction. She shall observe and test the excavation placement and s ecifications. r. ,,
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compaction of fills and backfills and compaction of trenches. He /She shall submit �0, \ \ i
0.
soils reports as required and will determine the suitability of any fill material. Upon SIGNED: _�°�,, , ,� y \
\ „ �� m GRAPHIC SCALE
completion of grading operations he /she shall state that observations and tests were rr �,, y e _J
made by him /her or under his /her supervision and that in his /her opinion, all RCE NO.: -- -1`�3� ., LEGAL DESCRIPTION: PARCEL 4 OF
PM 17446 IN THE COUNTY OF ay _
embankments and excavations were constructed in accordance with the approved I SAN DIEGO, STATE OF CALIFORNIA \
plans and that all embankments and excavations are acceptable for their EXP. DATE: _ _
grading
9P P --
intended use. 0� A.P.N.: 264- 241 -06 X
P ' fii
Ul �"I �`� ! , ' la,! I ( IN FEET )
3
2. The contractor shall properly grade all excavated surfaces to provide positive >� of ��`�® �- g `_
1 INCH = 40 FT.
' '
drainage and prevent ponding of water. He /she shall control surface water and avoid SITE ADDRESS: NW CORNER OF CALLE MARGARITA &DOUBLE
LL RANCH ROAD
damage to adjoining properties or to finished work on the site and shall take remedial ENCINITAS, CA 92024
DECLARATION OF RESPONSIBLE CHARGE _ z
measures to prevent erosion of freshly graded areas until such time as permanent N i \ _
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drainage and erosion control measures have been installed. I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS OWNER /PERMITTEE: James
M. Smothers ^
PROJECT THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE I ° �\ \ �°
3. All areas to be filled shall be prepared to be filled and fill shall be placed in z / \ j ' U
DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE _ J .4' \ \a y
accordance with standard specifications. All vegetable matter and objectionable BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS
f c' 3% :' - �'`"'�``� 0
material shall be removed by the contractor from the surface upon which the fill is to \ \ s \ `
r., fit Her
CONSISTENT WITH CURRENT STANDARDS. OWNERS CERTIFICATE.,
be placed. Loose fill and alluvial soils shall be removed to suitable firm natural
ground. The exposed soils shall be scarified to a depth of 6 and then compacted to � ap _ ,
a minimum of 90 percent. It shall be the contractor's responsibility s I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND I (WE) HEREBY
CERTIFY THAT A REGISTERED SOILS ENGINEER OR N I \ `-mo +`,�� r , , = I
P P Y to place, spread, SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW _ i ce'
W
water and compact the fill in strict accordance with specifications. GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL !
1 0 \
AS ENGINEER OR WORK, OF MY GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY ` 4 _ OpEN' SPACE E�►SE
<"
ONLY AND DOES NOT RELIEVE ME, ENT Y
RESPONSIBILITIES FOR PROJECT DESIGN. OF SITE. t PERM. 17446 \ ` 1 fA r W I--
4. Cut and fill slopes shall be cut and trimmed to finish grade to produce smooth . ; _ F _
- , �'
surfaces and uniform cross sections. The slopes of excavations and embankments
P DUDEK & ASSOCIATES, INC. 3 �t
shall be shaped, planted and trimmed as directed by the engineer or work and left in 605 THIRD STREET DATE:
_
a neat and orderly condition. All stones, roots and other waste matter exposed or Si ture ._
ENCINITAS CA 92024
es which are liable to become loosened shall be (619) 942 -5147 2 "
/ = _
excavation or embankment slopes 2
P I � , � � '� 4}
removed and disposed of. The toe and top of all slopes shall be rounded in \ \ W
accordance with the Grading rdinance.
g i 1 ENCINITAS FIRE PROTECTION DIST. / ` ,�, �• Q
BY: 4� 4 �� DATE: 4 h 9 >r ,e,� i DUDEK & z c
5. All trees, brush, grass, and other objectionable material shall be collected, piled or i �\ \
` l�ARQ1rLI<? \`\\
otherwise disposed of off the site by the contractor so as to leave the areas that GERALD L. H FMAISTER APPROVED APPR _
° \ _- ag P, *44> `- t, ASSOCIATES, INC. (n
have been cleared with a neat and finished appearance free from unsightly debris.
Approval of location of debris fill shall be secured from the soils engineer and City RCE N0: 20187 EXP. DATE: