1995-4486 G (Plans) A. GENERAL o
3. All areas to be filled shall be SOILS ENGINEER'S CERTIFICATE '-
1. All work shall be done in accordance with these prepared, to be W
plans, the standard specifications for public works filled and fill shall be placed in accordance with
T RALPH K. JEFFERY DUSTY TRAIL
standard specifications. All v a re business i GEOLe field f
the
construction, the design construction standards of P vegetable matter and state of California, principally doing business in the fiel
o d
the City f Encinitas and the San Diego area objectionable material shall be removed by the g
Y g applied soil mechanics, hereby certify that a sampling and study of
regional standard drawings. Any chances or contractor from the surface upon which the fill is
to be placed. Loose fill and alluvial soils shall the soil conditions prevalent within this site was made b-y/A yAgppEWAY
me or
revisions therefrom shall be approved by the City under my direction between the dates N/A and fN
Engineer prior to any request for inspection. be removed to suitable firm natural ground. The One complete copy of the soils report compiled
from this study,
exposed soils shall be scarified to a depth of 6 with my recommendations, has been submitted to the office of the
2. The soils re ort titled N/A and then compacted to a minimum of 90 percent. It
P prepared by shall be the contractor's responsibility to place, d City Engineer. Furthermore, I have reviewed these grading
plans
N/A dated N/A shall be considered as a and certify that the recommendations included in the soils report
spread, water and compact the fill in strict
p art of this g rading plan. All grading shall be accordance with specifications. for this project have been incorporated in the grading
plans and SITE
done in accordance with the recommendations and specifications.
specifications contained in said report. 4. Cut and fill slopes shall be cut and trimmed to SIGNED: Pw
3. A MAP
p��
finish g rade to T ON 9tll/�u
Approval of this plan does not constitute a 4 produce smooth surfaces and unilarm
Pp p approval cross sections. The slo es of excavations and ;<� O
of sizes, location and type of drainage facilities, - P C.E.G. No.: 1183 �O
nor of improvements within street right -of -ways. embankments shall be shaped, planted and trimmed as X17 n N
o
a
Separate directed by the engineer of work and left in a neat s0.
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required in n conjunction and permits far these shall be EXP. DATE: 8/96 ction with improvement plans. and orderly condition. All
atones, roots and other it o C,E.G.tta7 LEGEND:
waste matter exposed or excavation or embankment �r c
elopes which are liable to become loosened shall be kG.GF °`�r 10'a LIMITS OF GRADING
4. Written permission shall be obtained for any off- removed and disposed of. The toe and top of all �OF LONE
site grading. EAL
slopes shall be rounded in accordance with the DIRECTION OF DRAINAGE
5. Contractor shall take any necessary precautions Grading Ordinance. OWNER'S CERTIFICATE
required to protect adjacent properties during - _ MAX. HEIGHT OF CUT SLOPE 6' ® 2:1
grading operations. Anything damaged or destroyed - - -- -- -- I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST
shall be replaced or repaired to condition existing HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY
prior to grading. ® 2:1 �Z
4 '
5. All trees, brush, grass, and other objectionable AND ADVISE ON THE COMPACTION AND'STABILITY OF THE SITE. LONE
`'- JACK RD MAX. HEIGHT OF FILL SLOPE 5
material shall be collected, piled or otherwise
6. The developer shall be responsible that any disposed of off the site by the contractor so as to
monument or bench mark which is disturbed or leave the areas that have been cleared with a neat F/ DATE:
x
destroyed shall be re- established and replaced by a and finished appearance free from unsightly debris. s ature - - - ; -
registered civil engineer or a licensed land Approval of location of debris fill shall be
surveyor" secured from the soils engineer and City Engineer
prior to the disposal of any such material.
7. The contractor shall design, construct and maintain
all safety devices, including shoring, and shall be LEGAL DESCRIPTION
responsible for conforming to all local, state and
federal safety and health standards, laws and D. EROSION CONTROL
regulations. PARCEL 2 OF PARCEL MAP 11064, LOT LINE
1. In case emergency work is required, contact RALPH PAR 3 PM 14479 (PRIVATE) ADJUSTMENT PER CERTIFICATE
OF COMPLIANCE
8. Grading and equipment operating within one -half JEFFERY at 759 -7066 (phone No.). EQUESTRIAN
DOCUMENT NO. 14273 O.R. RECORDED
.(1/2) mile of a structure for human occupancy shall SANDBAGS FOR EROSION TRAIL
not be conducted between the hours of 5:30 P.M. and 2. Equipment and workers for emergency work shall be made available at all times
during the rain LANDSCAPE AREA 8/23/93
Y
7:30 a.m. nor on Saturdays, Sundays and City DUSTY TRAIL PRIVATE
recognized holidays. season. All necessary materials shall be CONTROL (2 BAGS STACK) q NO GRADING
- - -
stockpiled on site at convenient locations to A.P.N: 26422229
C BERM
A -
9. No grading operations shall commence until a facilitate rapid construction of temporary devices o 11 M -
when rain is imminent.
pregrading meeting has been held onsite with the - LAN SCAP E A SITE ADDRESS 3715 COPPER CREST
ROAD
following people present: City Inspector, Civil EXISTING ENCINITAS, CA 92024
Engineer, Soils
Engineer, Grading Contractor and 3. Devices. shown on plans shall not be moved or
g g g modified without the approval of the Engineering 5'X5' CONC. INLET® 30' EXISTING PRIVATE 30 - -_ -- 1
82
Permittee. The pregrade meeting shall be scheduled GRATE 77.91' - - -- \
with the city at least 48 hours in advance by inspector. FL 74.91' ROADEASEMENT & I.O.D. _
calling (619) 633 -2770. I _ - _ w �
4. The contractor shall restore all erosion control - -
10. devices to working order to the satisfaction of the _ _ I- „ 56'31_'E 27 .5 \ 9 OWNER /PERMITTEE RALPH
K. JEFFERY
Prior to hauling dirt or construction materials to
City Engineer after each run -off producing \� -- \ rr : any proposed construction site within this project
rainfall. °o \ \ �� ____ �� IZ the developer shall submit to and receive approval
_ _
from the City Engineer for the proposed haul route. 5. The contractor shall install additional erosion ° \ ` ` , _
��\ �:` r _ --- - -------------- --
j
The developer shall comply with all conditions and control measures as may be required by the City 1 \ \ .•� �\
requirements the City Engineer may impose with En due to an '^-
Engineer p grading operation or \ - _ \ ` // J 1 �� ESTIMATED QUANTITIES
ineez incom lete
regards to the hauling operation. unforeseen circumstances which may arise. w
Li _ i I CO CUT 313 C.Y.
11. Upon final completion of the work under the grading 6. The contractor shall be responsible and shall take �� \ \ - -� `
\\ �:. �� // ✓ / 1 I X a POOL EXCAVATION 230 C.Y.
permit but prior to final grading approval and/or �
g 4 PP / necessary precautions to prevent public trespass z I -
final
y, an as- graded onto areas when impounded waters create a hazardous.: a N °�`
release of securit
certification shall be provided stating: "The condition. TOTAL EXCAVATION 543 C.Y.
grading under Permit No. 4486 -G has been 4-_ -� - -_ - -�� `�\ \ \\ ` ': '�LANDSCAPENDktE�tl AREA aN
performed in substantial conformance with the o ��`, _ \\ \ \ .\ �� ��' i i I �w
-
7. All erosion control measures provided per the Z I .:;:. :`� \ q FILL
approved grading plan or as shown on the attached approved grading plan shall be incorporated hereon. �� _ - \ ` \ `
J i 1 Cry
\ \ , - n / _ o HORSE FACILITIES 519 C.Y.
as- graded plan This statement shall be followed _ � �- \ � \ �� -�^ i II � �~ LANDSCAOPE BURMS
24 C.Y.
8. Graded areas around the project perimeter must \ \ ` �` ` ' II
by the date and signature of the Civil Engineer who p j p N68 42'18 "E - . - \` \` \ \ _
certifies such grading operation. i
drain away from the Pace of slope at the conclusion � � . �• \ \ `\ ��_ � /� �I �
of each work day. 13.87 / / !� - : ``� ``� \� \ /, / I ) TOTAL FILL 543 C.Y.
\ \ \ \ \ \ N- / I
p \1/ I J)UTURE P06C-AR�A EXISTING DRAIN
B. NOTIFICATIONS
9. All removable protective devices shown shall be in � \ i � ,�� \ \� �• -- ' � I I �
z U
place at the end of each working day when the five `� `\ �� - �i' - � - -' `�� / / JI 0
1. The existence and location of underground utility a
M DR - \ " \ �� 1 I w �
pipes i es and structures shown on these plans were (5) day rain probability forecast exceeds forty n i i -
J` I
percent (40%) . Silt and other debris shall be 4i \ // `�� \\ \\ \\ I I ¢ O V) obtained
by a search of available records. To the removed after each rainfall. 17 1 / \\ \ \ \ \ \ - - -- - - ''
90 > to DETAILS
h- - r �
beat of our knowledge there are no existing I J / F.G. 91.5 \ 7lTTE NETTING - - -..'' c0
utilities except as shown on these plans, however: PAR �/ \ \ \ r _ - I I I
CL o a
10. should germination of hydroseeded slopes fail to 3 \\ / \ \ d _ I I m .
provide effective coverage of graded slopes (901 PM 11064 / \ - I o p c1 1 EXCEPT WHERE SHOWN.
DG FOOT PATH ADD ONTO EXISTING GRADE
The contractor is required . to take due -- f > S mac-'' EF
coverage) prior to November 15, the slopes shall be o �� \ I as / Q Cn
precautionary measures to protect any existing stabilized with punched straw installed in a / SAND&IGS / °'�
� I I 1 I 0 a2 "TIP.
utilities or structures located at the work n ) �� J Q O EXISTING GRADE
accordance with Section 35.023 of the Erosion and I
site. It is the contractor's respon O n 1 lLIS _ / Uy �` I - m DG 2 -4»
Sediment Control Handbook of the State of EXI�TJNG ,., cn 0 -
to contact the following owners o! said California Department of Conservation. I GAR COP 1 "J
w z z 2. BARN AREA TO BE CAPPED WITH 6" D.G.
utilitie's or structures prior to any HOUSE I // V N °
excavation, for verification and location of N t f?, 9 ` 90 \\ X 3. HORSE RING TO BE CAPPED
WITH 6" RIVER WASH SAND
utilities and notification of commencement of
work: ' �J��w 1\ ORSE CpRRa� - � FLOW 1 I 1 / w
d
ENVIRONMENTAL DATA 1 _ 4. EQUESTRIAN TRAIL COVER WITH 4 -6" WOOD CHIPS
a. Sewers - DIG ALER 1 -800- 4 22 -4133 1 Steepest Existing Natural Slope On -Site 2:1 H:V ' F < E GA /� \ / \�
r I� �/
P g P 1 O < 90
{ 5. LANDSCAPE AMENDMENT AREA PER LANDSCAPE
b. Gas 6 Electric -D ALERT 1 -800- 4 22 -4133 _ 2) Maximum vertical Depth of Cut = 4 _ IS sD Ur �O� \ {} I i
Y \ - epos gg5 _/ $�i / 94 W ARCHITECT SPECIFICATIONS
C. water - DIG ALER 1 -800- 422 -4133 3) Maximum vertical Depth of Fill = 3.5 \ \� ( 1 TIE INTO EXISTING DRAIN
95 W N 6. LANDSCAPE BERM / PRIVATE EQUESTRIAN TRAIL
d. Telephone - DIG ALER 1 -800- 4 22 -4133 3 / 3 C.Y. x 27 \ J �� \ q b I
- P 4) Average Depth of Cut A = : 3.07' 1 `*i \ \� -� \\ �``\ �\ �-
� ` \, -- J/% �� �i' / �I I 96 0: °'dl a
27 s.F. VARIABLE V .5 1 MN.- 3'MAX. A'
e. Cable Tv - DIG ALER 1 -800- 422 -4133 1 '
� �\ \ \� \ \\ \�� ���� \` ` ! `��� / �.\- i // L j l O 01 LANDSCAPE
2. Contractor shall notify the Ci E 543 C.Y. x 27 LJ �� -- - �� `� \ _ __ -��� -� FE U /// / i U ( 2:1
�BERA�\ \��
Y Y 9 5) Average Depth of Fill = 1.50' J = WOODCHIPS 4 - 6" gSPHAIT
office 48 hours prior to beginning any work on
S.F. �� �� �/- -�` ��\ �`� \`\ - _ // / /� -' EXISTING GRADE 4- 6'MIN. I
this project. Phone: (619) 633 -2770. Ik \ _ - \ l � _ 1 �j / /// I I
3. The contractor shall give 24 hours notice on .✓� SLOPE '� 3
�� s _
calls for inspection. Phone: (619) 6]3 -2770. Earthwork:
All work performed without benefit of / _ ` _ i ! - HE1cN
_ _
N i \\__ - - % NET(ING / -- 9 i 7. DRAIN DETAIL
inspection will be subject to rejection and Cut - 543 C.Y. Ju // 9 0
removal. � .+- / /� (NDSO 1210) OR SIMILAR.
12 "X12" SQARE GRATE INLET
_- - Fill = 543 C.Y. CA 100 B.W. _ _ \` / I
Import/ N/A C y _ - 94.30 - ° - - EXISTING 4X4 1 g 99 0 ° % MIN. FOR PIPE `
N86 56'46 "E 170.00 ' ' �- �, 1 z 2% FOR SHEET FLOW AREAS
PA _ OCK ARE
ID CId
CONCRETE INLET a DRAIN B" MIW i
o' GRATE 93.90 Ss�� �� - - -_ -_- I 00
FL 90. W
C. GRADING <(` A -
� 40' � ° g
1. All grading shall be observed and tested by a 4 \T /N 4 0 o / a
qualified soils engineer or under his /her A - cy
direction. He /She shall observe and test the nbeLAg�►TiQN or SPONSIBLE CBARRGE 4 0'' �' q vf Rtj _______
- 'V) I I I I a
excavation placement and compaction of fills and F C - -� O 4 ABS PIPE
backfills and compaction of trenches. He /She shall 2 HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, P A R 4 P
M 11064 2/ Q _
W B e'
submit soils reports as required and will determine THAT Z HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE - - _
-
the suitability of any fill material. Upon PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS J 00 '
completion of grading operations he /she shall state CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
'
that observations and tests were made by him /her or \ �qy o
under his /her supervision and that in his /her I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS
30 0
\ M
opinion, all embankments and excavations ware BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT
1
constructed in accordance with the approved grading RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT \
` TIE TO EXISTING DRAIN
plans and that all embankments and excavations are DESIGN. \
X- SECTION B -B' SCALE: 1 " =30'
acceptable for their intended use. pFESS /Oy
GREGORY AXTEN 5764 PACIFIC CENTER BLVD. �O F �
2. The contractor shall properly grade all excavated SAN DIEGO C° Q pPV W. 4E
. CA 92121 `
surfaces to provide positive drainage and prevent - -- ��F
ponding of water. He /she shall control surface Wr" DATE: 1� 9 m
water and avoid damage to adjoining properties or ) i ��I_ v EVp 3- 31-98 SCALE: 1
to finished work on the site and shall take =30 `
remedial measures to prevent erosion of freshly RCE NO.. 2 EXP. DATE: 3/31/98 P CIV1t \
graded areas until such time as permanent drainage
a erosi co measur hav been installed. AlF OFCAL� F ��
REVISION APPROVED DATE REFERENCES DATE BENCH MA RK SCALE COMMUNITY DEVELOPMENT DIST. DESIGNED BY DRAWN BY CHECKED BY
APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
YZ /�'J✓ F11VAL APPROVED: PLANS PREPARED UNDER SUPERVISION OF RECOM ENDED ( F I P;Z GRADING PLAN FOR: LANDSCAPE