1989-9067 G (Plans) WORK TO BE DONE
A. GENERAL SOILS ENGINEER'S CERTIFICATE 1
I, ,JOHN W1900 a registered civil engineer in the LEGAL DESCRIPTION 14I
1. All work shall be done in accordance with these e1-03
3. All 'areas to be filled shall be prepared to be State of California, principally doing_ business in the field of ER
NO. 525
Plans, the standard specifications for public filled and fill shall be placed in accordance PP
works construction, the design construction applied soil mechanics, hereby certify that a sampling and ORDER
standards of the City of Encinitas and the San with standard specifications. All vegetable Y
stud of the soil conditions prevalent within this site was I�
Diego area regional standard drawings. Any matter and objectionable material shall be made by me or under my direction between the
dates toZVh
changes or revisions therefrom shall be removed by the contractor from the surface upon
which the fill is to be placed. Loose fill and d bl2o188 One complete co of the soils Lot 7 in Block lOA
of STURGES AND county of a SUBDIVISION Uf EAST
approved by the City Engineer prior to any alluvial soils shall be removed to suitable firm P PY BLOCK 10 of
ENCINITAS in the County of San Diego, State of
request for inspection. ,
/ report compiled from this study, with my recommendations, has
natural ground. The exposed soils shall be Furthermore,bmitted to the office of the City Engineer. California,
according to Map thereof No. 33 filed in the Office
- scarified to a depth of 6" and then compacted to that the I have reviewed these grading plans and certify of the County
Recorder of San Diego County, March 19,1887,
been s
2. The oils report titledl��itIQ/f prepared by 1 a minimum of 90 percent. It shall be the recommendations included in the
soils report for this together with the Easterly 10 feet of Dewitt Avenue as vacated
ated ®7�-ate shall be contractor's responsibility to place, spread, Project ' have been incorporated in the grading plans
and and closed to public use by Resolution recorded April 15, 1949 in
considered as a part of this grading plan. All water and compact the fill in strict accordance specifications. Book 3172,
Page 465 of Official Records.
grading shall be done in accordance with the with specifications.
recommendations and specifications contained in SIGNED•/
said report. 4. Cut and fill slopes shall be cut and trimmed to RCE NO. : 21/x/ 8 e A.P.N. 258-321 -10
finish grade to produce smooth surfaces and ' ,'t�. „�&�y�,
3 . Approval of this plan does not constitute uniform cross sections. The slopes of • VC ��^ ADDRESS
1052 DE WITT AVE.
approval of sizes, location and type of drainage excavations and embankments shall be shaped, EXP. DATE: Ce-C°�� � ® ENCINIT
AS CA.
facilities, nor of improvements within street planted and trimmed as directed by the engineer ?ROFESslo c13 f
right-of-ways. Separate approvals and permits of work --and left - in . a neat and orderly ?�® E • b y9l �_ rc
for these shall be required in conjunction with condition. All stones, roots and other waste �,� ' � �� HE -Z ,o 1358 � I
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matter exposed or -excavation or embankment � � msa. 9-I-Bq Q
improvement plans. Z
slopes which are liable to become loosened shall t A10. (2181 M. l' '� L0
4. Written permission shall be obtained for any -be removed and disposed of. The toe and top of !-,y� 7���CFfCHN�C����
off-site grading.
all slopes shall be rounded in accordance with LL) O
the Grading Ordinance. :
5. Contractor shall take any necessary precautions NOTES: `!� 01VIL Q � L �`�0�
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required to protect adjacent properties during 5. All trees , brush , g rasa and other - �ORCALiF®
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grading operations. Anything damaged or objectionable material shall be collected, 1. Cut 170.4 C.Y.
destroyed shall be replaced or repaired to piled or otherwise disposed of off the site by J
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condition existing prior to grading. the contractor so as to leave the areas that Fill =3311. •4 C.Y.
have- been cleared _with - a neat and finished
Import =(89
6. The developer shall be responsible that any appearance free from unsightly debris. Approval , C.Y.•
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monument
t or bench mark which is disturbed or of, location of debris fill shall be secured from N
destroyed shall be -re-established and replaced the soils engineer and City Engineer prior to =
by a .registered civil engineer or a licensed the disposal of any such material. 2• Steepest existing slope where grading occurs is 280.
CV
land surveyor. LA Q Q7
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Z3. ` . . 7�AN . _
7. The contractor shall design, construct and 3. Maximum vertical depth 'of cut = 510".
maintain all safety devices, including shoring, 1. All slopes shall . be planted. and irrigated in MAX. VERTICAL HEIGHT OF FILL = 5'0".
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and shall be responsible for conforming to all accordance with plans .approved by the City dl
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local, state and federal safety and health Engineer. Plans shall conform to the City of 4. a. Average depth of cut (ft. )
= 4600 C.F. = 2.56'
standards, laws and regulations. Encinitas Grading Ordinance and all adopted
landscape and irrigation standards. 1800 S.F.
8. Grading and equipment operating within one-half b. Average height of fill (ft. ) = 9704 C.F. = 2.2'
(1/2) mile of a structure for human occupancy 2. Finish grading and planting shall be 4400 S.F. Z
shall not be conducted between the hours of 5:30 accomplished on all slopes prior to October 1 or Z
p.m.. and 7:30 a.m. nor on Saturdays, Sundays immediately upon completion of any slopes graded
and City recognized holidays. between October 1 and April 15.
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B. NOTIFICATIONS E. EROSION CONTROL
1. The existence and location of underground 1. In case emergency work is required, contact- � �1✓��
utility pipes and structures shown on these at Z-Zfe Y-4 (phone No.) .
plans were obtained by a search -of available
records. To the best of our knowledge there are
no existing utilities except as shown on these 2. Equipment and workers for emergency work shall
plans, however: be made available at all times during the rainy
season. All necessary materials shall be
The contractor is required to take due stockpiled on site at convenient locations to ❑ ri
`
precautionary measures to protect any facilitate rapid construction of temporary
existing utilities or structures boated at
the work site. it is the contractor's devices when rain is eminent.
� 5ANp0A�5 I
responsibility to contact the following 3. Devices shown on plans shall not be moved or J
owners of said utilities or structures
modified without the approval of the Engineering
Inspector.
prior to any excavation, for verification
and location of utilities and notification 4• The contractor shall restore all erosion control A Q)
of commencement of work: devices to working order to the satisfaction of
_ ®« the City Engineer after each run-off producing � p
a. Sewers - `T .1 ,tom 5. The contractor shall install additional erosion rainfall. -'
b. Gas a Electric L 240 00
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00 '
Water - ' 116�J' - � V control measures as may be required by the City � .-I
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C. operation or
eted
grading��� Engineer due to 'uncompleted 1 l0
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d. Telephone unforeseen circumstances which may arise.
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e. Cable TV - 1 �jLl =�` -(p(p(D�O 6• The contractor shall be responsible and shall �
take necessary precautions to prevent public I ^_
trespass onto areas when impounded waters create Q
2. Contractor shall notify the City Engineer's a hazardous condition. �_ J
office 48 hours prior to beginning any work
on this project. Phone: (619) 944-5070 LLJ
7. All erosion control measures provided per the � W
3. The contractor shall give 24 hours notice approved grading plan shall be incorporated
on calls for inspection. .Phone: (619) 944- hereon. Z Z Q
5070. All work performed without benefit I ® O
of inspection will be subject to rejection 8. Graded areas around the project perimeter must -
and removal. drain away from the face of slope at the
conclusion of each work day. - I Q
C. GRADING Z
9. All removable protective devices shown shall be Q �
1. All grading shall be inspected and tested by a in place at the end of each working day when H
C� ® M
ty
qualified soils engineer or under his the five (5) day rain probability forecast
direction. He shall inspect and test the EROSION CONTROL PLAN
exceeds forty percent (40%) . Silt and other _J M
excavation placement and compaction of fills and debris shall be removed after each rainfall. z ~
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backfills and compaction of trenches. He shall l0. Should germination of hydroseeded slopes fail to w
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submit soils reports as required and will provide effective coverage of graded slopes (90% Cr
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determine the suitability of any fill material. coverage) prior to November 15, the slopes s all O
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Upon completion of grading operations he shall be stabilized with punched straw instal 4 in' /J(
state that inspections and tests were made by accordance with Section 35.023 of the Erosion �� 3 -�S
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him or under his supervision and that in his and Sediment Control Handbook of the State of s Z
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opinion, all embankments and excavations were California Department H Conservation. 1--i ® Q J
constructed in accordance with the approved Of
grading plans and that all - embankments and � � �� �7 U LU
excavations are acceptable for their intended z t--1 LIB 2
SGAhE ; I" = 10� ��� 3��/Sl Q
use.
contractor shall properly grade all U iW-
2. The cont P P Y
excavated surfaces to provide positive drainage
and prevent ponding of water. He shall control PERMITS 9HEBr 3
CITY OF ENCINITA
surface water and avoid damage to adjoining ] S
properties or to finished work on the site and REZONE PERMIT NO. N/A SNEEtS
shall take remedial measures to prevent erosion
of freshly graded areas until such time as SPECIAL USE PERMIT N0, NIA, GKADINCs PbANy BUR P�I64
RIGNARp P�4KNAR0
permanent drainage and erosion control measures
have been 'installed. TENTATIVE MAP N0. N A SINGLE FAMILY RESIDENCE
APPROVED CHANGES BENCHMARK CALIF, COORpINp1E INDI�,X
NO, DESCRIPTION APPROVED DATE DESCRIPTION ; Ifi° S%], YIN 20' N. Dt 1S7 51. 21' IJ. nG APPROVED
ENGINEER OF WORK
�°,wrj l( PR. DIRECTOR OF I $'wcOL 146 XC6 j O�
LOCATION : E961,41%5 Ml1 CDKMF ', of J0PK966T10AJ nt% I" ST. E bRUGtMAlIN1MG R6Et3 /r 3/JfYd9
PjAnaK DK . G ! OF
RECORD FROM : 4AO D1E(10_ CDUA)TY
ELEVATION: 161. 21 DATE PERMIT A 9067-G G3
GRADING NOTES: ,
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1 GRADI SHALL
ORDINANCE 457
NM TO THE UNIFORM BUILDING CODE., CHAPTER 70, AS
AMENDED B
2. A. CUT SLOPES MAY NOT BE STEEPER THAN 1 1/2: 1 HORIZONTAL TO VERTICAL
RATIO WHERE HEIGHT OF SLOPE IS "15 FEET OR LESS.
B. BUT SLOPES MAY NOT BE STEEPER THAN 2: 1 HORIZONTAL TO VERTICAL RATIO
WHERE HEIGHT OF SLOPE EXCEEDS 15 FEET. 1
3. FILL SLOPES MAY NOT BE STEEPER THAN 2: 1 HORIZONTAL TO VERTICAL RATIO.
4. GRADE OF 1% MINIMUM SLOPE REQUIRED.
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS
GARAGE
ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO
SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER i ' DEEP.
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE BUILDING AND SAFETY
DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN
I ERM ACCORDANCE WITH THE APPROVED GRADING FLAN PRIOR TO ISSUANCE OF THE BUILDING
B
PERMIT. CERTIFICATION SHALL BE TO LINE, GRADEa.. ELEVATION AND LOCATION OF
F.F. 67 FED FOR AL GREATER THAN E
- MPACTION REPORT WILL BE REQUIRED
SLAG _ / ) �. �$�l. d 7. CO
CUT FILL SLOPES R T ON
RAISED FLOOR I�& � 9l� �j-�s � r' � MENT A
FINAL ? L FILLS
I 1 CR,aVti'L _ ___ �i �
THE CONTRACTOR SHALL NOTIFY THE DISTRICT BUILDING .AND SAFETY DEPART i.
I FILL 1 f�L y Z'` `► f LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE
PACE (9 — i
f INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT
N A-r U RA L
i FINAL INSPECTION FOR EACH LOT.
_ J GRADE 9. CUT SLOPES EQUAL TO OR GREATER THAN S ' IN VERTICAL HEIGHT AND FILL SLOPES
C
jO NAT RA ' EQUAL w OR GREATER THAN 3" IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS
--- -t _P,r5 - J ��V� J OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY
PRIOR TO
s
i c 2,f _ — THE APPROVAL OF FINAL INSPECTION.
f�AINING7 T 10. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE OUS -MD HAS BEEN
l�
WALL-5 CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS-MATERIAL_
11 . IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST
BE CLEARED KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT.
17 PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO
PLACEMENT OF FILL MATERIAL.
FF =85.67 r
St AB H 12. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT
DRAINAGE STRUCTURES TEMPORARY. DRAINAGE CONTROL SHOULD S. PROJIDED TO 7
PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES.
���� 10^ — �1 A'T� 13. DUST SHALL BE CONTROLLED BY WATERING OR OTHER ITE MVE, METHODS.
_ R R NTS r N C IV I L4. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST
CONTINUE TO <
SEC } 10N q NITS SECTION V FUNCTION, ESPECIALLY DURING STORM G:NDITIONS. PROTECTIVE ME7aSURES
AND I
S H H IV I J TEMPORARY TRAINAGE PROVZSIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES t
DURING GRADING OPERATIONS.
I 15. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SYRVEYOR SHALL SUBMIT -
CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE
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REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVELS) SHALL BE GIVEN. `
IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE
ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
16. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS
j1C THAN 1/2" PER FOOT FOR A MINIMUM OF 3 FEET.
17. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO
� �v ,, p �IrF,frg If„ COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
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e.JT p CF �F( _ EXISTING CO�TG - -- I',�0---- (/I .
FT P' �' The retaining walls shown%RµoUSE CogST are for information only. v
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A separate building -permit and inspection will be required from the CUT SLOPE _ L—�- d .pc
OT ry z building- inspection .department for their construction.
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20! fib, w FILL SLOPE
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