1988-8247 G (Plans) +
i
r
+
WORK TO BE DONE
A. GENERAL C. GRADING E. EROSION CONTROL
1. All work shall be done in accordance with these 1. All grading shall be inspected and tested by a 1. In case emergency
work is required, contact LEGAL DESCRIPTION
plans, the standard specifications for public qualified soils engineer or under his X LM!j CWdYIRA at 9 94 -5 408
(phone No.)
works construction, the design construction direction. He shall inspect and test the LOT 25 AND
26 OF BLOCK 25 OF THE MAP OF CARDIFF, MAP N0. 1298.
standards of the City of Encinitas and the San excavation placement and compaction of fills and
Diego area regional standard drawings. Any backfills and compaction of trenches. He shall 2• Equipment and workers for
emergency work shall APN: 261 - 082 -16 j
be made available at all times during the rainy
changes or revisions therefrom shall be submit soils reports as required and will season. All necessary
materials shall be
approved by the City Engineer prior to any determine the suitability of any fill material. stockpiled on site at convenient
locations to
request for inspection. Upon completion of grading operations he shall facilitate rapid construction of temporary
rL ADDRESS
2. The soils report titled "REPORT OF SOIL state that inspections and tests were made by
devices when rain is eminent
him or under his supervision and that in his .
INVESTIGATION, 414 NORFOLK DRIVE, CARDIFF, opinion, all embankments and excavations were NORTHEAST CORNER OF
NORFOLK DRIVE AND
CALIFORNIA ", prepared by OWEN C. LEMONS, constructed in accordance with the approved 3. Devices shown on plans
shall not be moved or CAMBRIDGE AVENUE
dated 10/7/88 shall be considered as a part g radin g plans and that all embankments and modified without the approval
of the Engineering
grading of this grading plan. All
g g shall be excavations are acceptable for their intended Inspector. '
done in accordance with the recommendations use.
and specifications contained in said report. 4. The Contractor shall restore all erosion control oWn + +ERiPERw!rEE
Approval of this plan does not constitute 2. The contractor shall properly grade all devices to working order
to the satisfaction of
3. A
pp p the City Engineer after each run -off producing M!TCH cHAVIRA
approval a of sizes location and type of drainage excavated surfaces to provide positive drainage
rainfall. 154 MANCHESTER AVENUE
PP YP g
facilities, nor of improvements within street and prevent ponding of water. He shall control CARDIFF, CA
92075
ad to damage surface water and avoid adj oining
right -of -ways. Separate approvals and permits g j 5. The contractor shall install additional erosion P'!.
944 -8808
for these shall be required in conjunction with properties or to finished work on the site and control measures as may be required
by the City
improvement plans. shall take remedial measures to prevent erosion Engineer due to uncompleted grading operation or
of freshly graded areas until such time as
4. Written permission shall be obtained for any permanent drainage and erosion control measures unforeseen circumstances which
may arise.
off -site grading. have been installed. 6. The contractor shall be responsible and shall
take necessary precautions to prevent public
5. Contractor shall take any necessary precautions 3. All areas to be filled shall be prepared to be trespass onto areas when
impounded waters create
required to protect adjacent properties during filled and fill shall be placed in accordance a hazardous condition.
grading operations. Anything damaged or with standard specifications. All vegetable
destroyed shall be replaced or repaired to matter and objectionable material shall be 7. All erosion control
measures provided per the
condition existing prior to grading. removed by the contractor from the surface upon approved grading plan shall be incorporated
ESTIMATED QUANTITIES
which the fill is to be placed. Loose fill and hereon.
6. The developer .shall be responsible that any alluvial soils shall be removed to suitable firm CU 3
50 C.Y. CE,YCC UDIN 345EMEN T)
monument or bench mark which is disturbed or natural ground. The exposed soils shall be 8. Graded areas around
the project perimeter must
destroyed shall be re- established and replaced scarified to a depth of 6 and then compacted to drain away from the
face of slope at the F!LL d C.Y.
by a registered civil engineer or a licensed a minimum of 90 percent. It shall be the conclusion of each work
day.
land surveyor. contractor's responsibility to place, spread, EXPORT 350 C.Y.
water and compact the fill in strict accordance 9. All removable protective devices shown shall be
7. The contractor shall design, construct and with specifications. in place at the end of each working
day when
maintain all safety devices, including shoring the five (5) day rain probability forecast * EARTHWORK
QUANTITIES ARE ESTIMATED FOR PERMIT
and shall be responsible for conforming to all 4. Cut and fill slopes shall be cut and trimmed to exceeds forty
percent (40%). Silt and other PURPOSES ONLY. (CALCULATED ON A THEORETICAL
local, state and federal safety and health finish grade to produce smooth surfaces and debris shall be removed
after each rainfall. BASIS. ACTUAL QUANTITIES MAY VARY DUE TO
standards, laws and regulations. uniform cross sections. The slopes of SHRINKAGE OR SWELL FACTORS).
excavations and embankments shall be shaped, 10. Should germination of hydroseeded slopes fail to
--
8. Grading and equipment operating within one -half planted and trimmed as directed by the engineer provide effective coverage of graded
slopes (902
(1/2) mile of a structure for human occupancy of work and left in a neat and orderly coverage) prior
to November 15, the slopes shall
shall not be conducted between the hours of 5:30 condition. All stones, roots and other waste be stabilized with punched
straw installed in
p.m. and 7:30 a.m. nor on Saturdays Sundays matter exposed or excavation or embankment accordance with Section
35.023 of the Erosion
and City recognized holidays. slopes which are liable to become loosened shall and Sediment Control Handbook of the State
of NOTE: E XPORT MATERIAL WILL BE REMOVED TO A
L
be removed and disposed of. The toe and top of California Department of Conservation. LEGAL SITE.
B. NOTIFICATIONS all slopes shall be rounded in accordance with
the Grading Ordinance.
1. The existence and location of underground THE TOPOGRAPHY SHOWN_.HEREON WAS DERIVED
FROM A
utility pipes and structures shown on these 5. All trees, brush grass and other FIELD SURVEY
BY PASCO ENGINEERING DATED 8/27/88.
plans were obtained by a search of available objectionable material shall be collected,
records. To the best of our knowledge there are piled or otherwise disposed of off the site by
no existing utilities except as shown on these the contractor so as to leave the areas that
plans, however: have been cleared with a neat and finished
appearance free from unsightly debris. Approval
The contractor is required to take due of location of debris fill shall be secured from
precautionary measures to protect any the soils engineer and City Engineer prior to
existing utilities or structures located at the disposal of any such material.
� S CERTIFICATE
the work site. It is the contractor's SOILS ENGINEER I
responsibility to contact the following D. LANDSCAPING
owners of said utilities or structures I, Ok" C. LENON3 a registered civil engineer in the
prior to any excavation, for verification 1. All slopes shall be planted and irrigated in State of California
principally doing business in the field of
and location of utilities and notification accordance with plans approved by the City applied soil mechanics, hereby
certify that a sampling and
of commencement of work: Engineer. Plans shall conform to the City of study of the soil conditions prevalent within
this site was
Encinitas Grading Ordinance and all adopted made by me or under m direction between the dates / O / /es
a. sewers - 694 -3273 landscape and irrigation standards. and /D�� One complete copy. of the soils
report compiled from this study, with my recommendations, has
b. Gas & Electric - BW - 422 -4133 2. Finish grading and planting shall be been submitted to the office
of the City Engineer.
accomplished on all slopes prior to October 1 or t Furthermore, I have reviewed these grading plans and
certify
immediat upon completion of an slopes graded Y
C. Water - 753 - �lo(o Y P P Y P g that the recommendations included in the soils report for this
between October 1 and April 15. project have been incorporated in the grading plans and
d. Telephone - 857 -422 -4/33 specifications.
e. Cable TV - )�_ (crol0�o SIGNED: F n �
2. Contractor shall notify the City Engineer's ye
RCE NO.: 17 �� l/V A/ Dc C X
I
office 48 hours prior to beginning any work
on this _project. Phone: (619) 944 -5070 EXP. DATE G/3o/69 v
ISH. 1 NOTES
3. The contractor shall give 24 hours
notice
CIVIL SH. Z GRAD /NG PLAN
on calls for inspection. Phone: (619) 944- / a
5070. All work performed without benefit \ \o� cn `F�
of inspection will be subject to rejection
SH 3 EROS /oN AND SEDIMENT CONTROL PLAN
and removal. DECLARATION - OF - RESPONSIBLE - CHARGE r .._
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR
THIS PROJECT. THAT I HAVE EXERCISED RESPONSIBLE
CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN ti P
SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE,
AND THAT THE DESIGN IS CONSISTENT WITH CURRENT
STANDARDS. I NO 2`67/
I I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND ,0 EXP. 3/3//91 ;
SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED ��J> C
TO A
RE O NLY D OE S M AS
RESPONSIBILITIES FOR OF (NV�i?/
Q
PROJECT DESIGN. 4 ,
IR�I�G P o PRIVATE CONTRACT 2
8 Z
�-► 7J ` BY: WAYNE- �i --- -- - DATE - �Z - -- L C71�TlrOF ENCINITAS
SHEETS
m R.C.E. 29577
m GRADING PLANS FOR:
CHAVIRA RESIDENCE N
K � �
Cal N S ITE C IT Y APPROVED CHANGES BENCH MARK CALIFORNIA COORDINATE INDEX 310 - 16 8 3
No. DoeriPtiae AMrovd by Dm
DESCRIPTION: INVERT OF EX /STING SEWER = N
AoO,o.�d ROBERT NARfr1rN E, +^... ,r . «k� WAYNE PASCO
m PASCO ENGINEERING MANHOLE #6(0 CITY ENGINEER o )
(619) 259 -8212 e EXP 3 / /9 /Pt.c.E. 29577 H
O 535 NO. HIGHWAY 101 LOCATION: AT THE INTERSECTION OF CAMBRIDGE t� Co
SUITE A AVENUE AND NORFOLK DRIVE L&A _
$OL11NA BEACH, CA 92075 "
VICINITY MA RECORD FROM: AS-BU /LTS Ww"y 824 G
= W
-
ELEVATION: /81ZD DATUM: USC GS - �'�'„ -- E "'" " _ =
NOT TO SCALE
FILE N0. W
PE- 265 A
LEGEND
PROPERTY LINE - --
EX /STING CONTOURS
PROPOSED CONTOURS 1
GAARAGR46 E SED DAYL /TE LINE
1$95 �• ZI �5 {�j.'f
18 .5 5 PROF08ED SPOT ELEVATIONS I
e \
�zw 202.8) � P „ _ , SWAL E C SEE DC r410 --------- —�
ti SCALE: / - f0
TRENCH DRA /N oER SEE L o
ETTER OF (6W 200 7) �. A, RETA/NIAIG AW Z
SMITH 271O0REQUAL PERM/S5I0A/ TO GRADE \ tiD ti
G "A•35.OR OFFS/TE ON FILE W /TN 1� w��ti P
BETTS? THE C/TY ENGINEER ` 0 DE 1pl DIRECTION OF DRAINAGE 2 -
SECT /ON q -
DRIYG DETAIL DArCD 1��89AN0 GE eECOE r � 19 x 5EE I HOSE 6/8
NOT To SCALE 1
SE r T.µ 3 5 EXISTING EDGE OF P.4VENENT ,,. �> 19�p5�
�{OJ z l EX /STING RETAINING WALL
EX O GS {932 �� PC. C. W,4LKWAY °: <, •
A T { D ��\� `9�♦ CUT SCOPE
° rn
/L j E R TEMPORARY SLOPEC >•'!) -- '- ' - - - -- ` -'r- -
y!A �{
°o, �P• X� 1. 6 DEC K /6ARDENORWIN CSEE DETA /L)
DRAIN PPE 1 'A.83. 0 BETTER) D
5
TRENCH DRAIN PER SMITH 2710
�aE 195.8 -- OR EQUA , DRAW5S)
R k ti ESI Yo L CSEE AR/TECH CTS /M
96 . \ R { r 3 �� /�
3 a , O u � ti E� PA p �F 20 \ w a ?? �e OVERHEAD PoWER oHP I
�� 3 / �yl•I981 ��� c (__ .� 9��8 g is 1)EP DRA /NP /PEf4'A.6S.ORBETTER) --- - - - - --
(5EE ARCHITECTS DRAWIN6S)
� E R • B72 1 ( � BU /L D/NG WALL
�� —.
8 p F pl►��' � o
NOTE: BUILDIN6 I✓ALL5ARE511ORN FORCLAR /TY ONLY
s 2 / ��� �\ �b \ o ��1 19 5 o c �, 5 / THEY ARE No r,4 PART OF THIS PY.AN
5� /. TOP OF CUT SLOPES MUST BE A MINIMUM OF
E ° „/ 3 FEET FROM PROPERTY LINE (TYPICAL).
Al.5) P {8 �' \
�/_ Z. TOE OF FILL SLOPES MUST BE A MINIMUM OF 1 . 5
Q6 s • b' O 187\ �� O, FEET FROM PROPERTY LINE (TYP I CAL) . .
s �� Z +•I• ) " v � ✓� \� 3• TEMPORARY SLOPES. TO BE CONSTRUCTED" PRIOR TO
G 30 h 3 / ri9 S RETAINING WALL CONSTRUCTION WILL BE A MAXIMUM
{ 5S 9 \ �J SLOPE OF 1:1.
ft
n 9 G) E.R \ . pR {d a { $9 $ �. B 1 0 yQ O EX I ST I NG WALL TO BE REMOVED
( 5 c'0, s EAI�TN1%11 132N EaI2TN�IJ D�'(UI
2 EXISTING GARAGE TO BE REMOVED
3 1 '/ /9¢ EXISTING HOUSE TO BE REMOVED
�`'' r
FILL.
ID E3a�lk pan
2 h 41
(O�J O 4 f2rl) O EXISTING RETAINING WALL TO BE REMOVED
4 P D O ?4 5 5 EXISTING IRREVOCABLE OFFER OF DEDICATION TO THE CITY OF
CI O k P0 3 {h O ENCINITAS FOR PUBLIC ROAD PURPOSES RECORDED:___________ _ __
T , ,J PER DOG• N0. __ __________ OF O .R.
______
EARTHENBERMDETAIL
C189.Z�E F ®w
/900) 192 m l NO SALE
4�2ko 1Q FLOOR DRAIN PER.ARCHITECT'S DRAWINGS .
� / rr � S O SUMP PER ARCHITECT'S DRAWINGS I.E. (2 H.P. EJECTION PUMP
(.PLASTIC) 11OV. MERCURY SWITCH WITH 2 SENSORS, 1 —HIGH, 1 —LOW
WITH L P L OS�E•P ,V
• (IB9'S�E V ALVE 2" LINE AND 24" X 24" X 24"
CONCRETE PIT WITH CAST RONGRA
TEMPORARY 2 H.P. EJECTION PUMP TO BE USED ON SITE BETWEEN
r ig T THE PERIOD OF BASEMENT EXCAVATION AND PERMANENT PUMP
0 S / INSTALLATION.
RETAINING WALL PER SAN DIEGO COUNTY STD. DWG. C -1, TYPE 18
rS / CG Q RETAINING WALL PER SAN DIEGO COUNTY STD. DWG. C -2, TYPE 1
� S
8 M O
e JAY R. SMITH GARDEA
f DRAW ' 2675 OR
EQ UAC
I N
6 YP 3131191 c°
S '
� CODE /`c /9 6 '
R �_ vi
/ 2\ 2 6" 8 8.5 DRAIN PIPE '
OR BETTER
- 5
/ DETAIL "Q " 45
51WW6' DETAIL GARDEN DRAIN PRIVATE CONTRACT 41
N SCALE N o SCALE PERMITS H ET 2
CITY OF ENCINI TA5
A' /q tHEETf W
REZONE PERMIT NO. " GRADING PLANS FOR:
O
SPECIAL USE PERMIT NO. NSA CHQI/lRA RESIDENCE In TENTATIVE MAP NO. NIA QV
CITY APPROVED CHANGES BENCH MARK
CALIFORNIA COORDINATE INDEX O 6B3 L++ 6
No. Description Approved by Date a
PASCO ENGINEERING DESCRIPTION: INVERT OF EXISTING SEWER Approved ROBERT WARREN E my'new of work W.4)" PA 5
C0 =
(sir) :59-0212 MANIIOGE #66 C /T/' ENG /NEE? 0060-d 535 NO. HIGHWAY 101 LOCATION:
A7 - THE /NTERSECT /ON OF CAM,61?10 E
AVENUE AND ar: �' I- E O3 1/9 n.c.E. 29577 y
souNw sEACH. a azoia NORFOLK DRAYS I/IJI�+• W =
RECORD FROM: " -BUI S" 1 y Grading 8247 W_ Los
C �L�LY . Mrni Ne.
ELEVATION: 16120 DATUM: U S
W d
FILE N0.
,P6--265
5ANDM6 REQ A 690&0N CANTROL LEG LEGEND
roP OF 5 6 01 /F TEMPORARY DR.4 /NAGE SHALE
BERM NOT CONSTRUCTED 07, MIN 540,P0 MOD IF IED D-75* l°ROPERTV LINE
(;8AvcL&46 dE0/MENT BAR19/ER E05 TIA16 CONTOURS (200)
CPER DETA IL) PROP05ED CONTOURS 1" "
a4 lTE L /NE F
5ANOM6 AT � �\ NOTE SUBDRA /N SYSTEMS TO BEIN5T,444FD,4FTE'F3 ROUSH PROPOSED SPOT ELEVATIONS
roE O F sLWE" Q 4594D/N6 CLEARANCE. TEMPORARY EARTiyEN BROW o/rCH --------- --y-
(2 B465 NIGH) ¢ -g "k 202 8) \�\ \� SCALE' TO IS INS 74 LED A5 PART OF ERa 10& CoNTROG, SHALE CSEE DETA /U
SIFE 6 ETTER OF 8/✓ 2o0 7 > \ O 4 RET.4/N/AG AWL CNOT APART 0r TN /S fYAA0 -
PERM 15.510N TO GRADE
OFFS /TE ON FILE W /TN \
� D IRECT /ON OF DRAINAGE 2 � —
THE C /TY ENG /NEER?
eY \ f 19 I GRAVEL M SEDIMENT BARRIER CONSTRUCTION NOTES NOSE e/B
SCOPE DETAI DATED { I
( TYP ICAL) 9 1. PLACE 'A ROW OF 42M EL &"S A 4"AT10N3 EXI67 EDGE A 1A
c v&vENT
N. T S• JSE 39 \ ( "µ O`� I PO �NTNUPPPLLNE PLANS• CURVE THE BARRIER SO THE ENDS
1
0 �r � q 0!� � i � � z �Z � I EXISTING RETAINING !-/A6L � � {
�9 2 p� \ 2. PLACE A SECOND.LAYER OF BAGS OVERLAPPING THE F PRESS
\ P \ THE BAGS TIGHTLY TOGETHER TO ELIMINATE ANY SPACES BETWEEN PC.C. WALKWA Y
\ E \ t�� AAA THE BAGS.
/ A 0O� 1 2 . < \ 3. PLACE A THIRD LAYER OF BAGS ON TOP LEAVING A 6" WIDE CUT
SLOPE (2 1
10
L SPILLWAY NEAR THE CENTER OF THE ROW.
i" 3° \ y R TEMPORARY 5LOPE(1'/)
( \ ,p A (E 4, PLACE A ROCK APRON AT THE OUTLET DOWNSTREAM OF THE SPILLWAY
o
95 ' � �� � \ DECK /CARDENOR,4 /N CSEE DETA /L) ® I
\ 8 22 N o DRAIN P/PE C& "A.BS. OR BETTERS D
2
195.4 \ °� TRENCH DR.4 /N PER SM /TH 2710
� rr >r n
r° JG�� ` l �' 5Pi l WA - OR EQUAL CSEE ARCH /TECTS DRAT✓ /ASS)
OVERHCAD P0WCR
P A9 �e.F
0 E�E �E! 72 f 1% D RUnoFF f { NOTE WALLS SHOMN FOR CLARITY ONLY
� S L ,,nR,.l�
N
�� >' u �' 1 F lJ C 9 . O T A PAR T DF TH15 PL AN -
\ p �� 8 �� �� �� ti ( zs0
z_ ,
�" TOP OF CUT SLOPES MUST BE A MINIMUM OF
Q �) /1� A
X89 6 GRAYEL BAG SEDIMENT BARRIER (/CF41L 3 FEET FROM PROPERTY LINE (TYPICAL).
/ o tr /���C N �� p N SL 2. TOE OF FILL SLOPES MUST BE A M I N I MUM OF I
FEET FROM PROPERTY LINE (TYPICAL)..
? 0 - ��/�0 �✓ 1�P� )lV /8758 E .F \
\ /G TEMPORARY SLOPES TO BE CONSTRUCTED PRIOR TO
s \ e I RETAINING WALL CONSTRUCTION WILL BE A MAXIMUM
SLOPE OF 1 :1 .
0 0 O� .�' NIA WALL TO BE REMOVED
10
QN�0 c) 5Qti
EAIZ 2 Ex IST ING GARAGE To BE REMOVED
FX I 'ST I NCB HOUSE TO BE REMOVED
, i- vas _ I
rC1r`P � �eZZ F;--L ) �'Al.lk 4 EXISTING RETAINING WALL TO BE REMOVED AND RECONSTRUCTED
I a ( 2:1) 1
EXISTING DEDICATION TO rHE CITY OF ENCINITAS FOR PUBLIC ROAD
\\ �taRPi S )SE RECORDED: PER DOC. N0. - ---_--
CA? THEN BERM 0674 IL �)F 0, R .
NO SCREE
� Ig% P `�W l� ^ �� � 5��� � � FLOOR. F,RA I N PER ARCH I rECT • s DRAWINGS
W ��
� L
Q Q SUMP PER ARCHITECT'S DRAWINGS : I.E. (2 H.P. EJECTION PUMP
'go O \ " (PLASTIC) 11,OV. MERCURY SWITCH WITH 2 SENSORS, 1 -HIGH, 1 -LOW
S E,P W!TH CHECK: VALVE 2 ABS DISCHARGE LINE AND 24" X 24" X 24"
(, CONCRETE PIT W'I" CAST IRON GRATE) '
TEMPORARY 2 H.P.. EJECTION PUMP TO BE USED ON SITE BETWEEN
THE PERIOD OF BASEMENT EXCAVATION AND PERMANENT PUMP
INSTALLATION.
\ S
RETAINING WALL PER SAN DIEGO COUNTY STD.. DWG. C -1, TYPE 1B
RETAINING WALL PER SAN DIEGO COUNTY STD. DWG. C -2, TYPE 1
8 0 JAY R. SH/TH GQROEA
e �� ORAIM A 2Cc75 OR
7 EQ UAC
9 r E.rP 3/3//9/
S 1' MIN iF iy
/ COVER _
r." A.8.5 DR PIPE
OR BETTER
j 5 DETAIL '.,4 „ NT — --
DRAWL GARDEN DRA
PFi1VAT CO NTF3 AC f
\, T
5144CE D
\ NO SCALE N o SCALE PERMITS T -
1 3 C/ TY OF ENCINI TAS
TS
REZONE PERMIT NO. _ - . - N�? _ — - - - -- I ER0510N AND SEDIMENT CONTi90L PLAN FOR • V
SPECIAL USE PERMIT NO. NIA
TENTATIVE MAP NO. - NIA _ _ ChAIRA RESIDENCE ; cL
I
CITY APPROVED CHANGES BENCH MARK CALIFORNI COORDI IN l «
N9. O AyoreWA br Dre
PASCO ENGINEERING ~ - - ± -- DESCRIPTION _ 1NVERT_OF EX /STING - S_EW6W _ A,v ROBERT ARR E
.. or.o.� wA F �A�CO d
(919) ass -s :,a MANHOL E At B!o ____ CITY C 1 6 /NEER �
gas HD. HIGHWAY for LOCATION _AT - THE INTERSECT /ON OF Ci4MBR/ �
9D1.MOIA 9cACH. CA 02075 AVEN AND NORFOLK DR1 {/E ,Y � � � 'Exo 3 / /9f . _A c E 295 7_?
-- — - I.
( i RELORDFROM AS /LTS " -- - - -- - I ` — j a SL 47 �G
-- DATUM:
DATUM:
_ � �(' . ZT .I l __ -_ I h.nn Mo i.•�!
- - - -- QQ I - - - --- - --- —
I
FILE N0.
• � I PE- -265