1998-5637 G (Plans) 9
1
GENE . N0 _ E�0510N CONT�OI NOTES RAPING PLAN NOTIFICATIONS WORK TO BE DONE
1. All work shall be done in accordance with these plans, the Standard I. The existence and location of under utill I 5
and StrUCtUre5 Shown On these IGt15 Were Obi The Grading consists of the following Work to be Done according to the plans, the
1. In case emergency work is required, contact JOSH ADDISON at 619 - 677 - 9291 6 , p • current City of Encinitas
Engineering Department Standard Specifications, the San Diego
Specifications for Public Works Construction, the Design and Construction JA50N StREET BEACH COLONY LEUCADIA talned N a search of available
rec
,foun To th best of our knowledge there are no existing utilities current
Regional Standard Drawings, and the Standard Sp ecific a t i o n s StandrS for Public Works Construction
Standard Drawings. Any changes or revisions therefrom shall be approved
Standards of the City of Encinitas, and the San Diego Area Regional eX t as 5havel on these lace, however: 9
9 '
2. Equipment and workers for emergency work shall be made available at � p
b the City Engineer prior to an request for inspection. all times during the rainy season (October 1, to April 15). All necessary
The contractor 15 r Uired to take due ecautl measUreS t0 rotect A eXiSti Utilities or Grading shall consist of the construction of all cuts and fills shown
on these plans and
y y 9 P y q P materials shall be stockpiled on site on October 1 at convenient locations p
P a® structures located at the work site. It is the contractors re nslbiil to contact follow)
to facilitate raid construction of temporary devices when rain is imminent outlined in the earthwork specifications.
All grading details shall be in accordance with
rapid vi. 5p0 0 the Cit of Encinitas Gradi 2. The Soils Report entitled 'PRELIMINARY GEOTECHNCIAL
INVESTIGATION, PROPOSED � owners of said utilities or structures prior to any exGQVatiori, for verification and location 0'f Y 9 Ordinance.
MINOR SUBDIVISION, JASON STREET, LEUCADIA" prepared by A.R. BARRY and 3. Devises shown on plans shall not be moved or modified without the
La utilities aid notification of commencement of work:
ASSOCIATES, INC doted JULY 15, 1998 shall be considered as a part approval of the Engineering Inspector. LEGEND ITEM
5FECIFICATION SYMBOL QUANTITY
of this grading plan. All grading shall be done in accordance with the a. Sewers - Cardiff Sanitation District (1150) 633 -2180
recornmendations and specifications contained in this report. 4. The Contractor shall restore all erosion control devies to working /
PROJECT WUNDARY
--
9 a b. Gas 4 Electric ° SD6SE (800) 422 -4133
3. Approval of this plan does not constitute approval of sizes, location and order to the satisfaction of the City Engineer after each run -off producing
rainfall. c. Water - San Die
type of drainage facilities, nor of improvements within street right -Of- e< a dd � 's' g uito Irrig District ("160) '153
-6466 PRIVATE ROAD EASEMENT BOUNDARY ---- - - - - --
ways. Separate approvals and permits for these shall be required in `k�
5. The Contractor shall install additional erosion control measures as may � ti d. Telephone - Pac Bell (800) 489 -3441
��ti
conjunction with improvement plans. p EXI5TIN6 ELEVATION
be required by the City Engineer due to an incomplete grading operation �
4. Written permission shall be obtained for any off -site grading.
or unforseen circumstances which may arise. �` I; e. Gable TV (1150) q31 -1000 Fy
PROPOSED FINISH ELEVATION
l� f. Underg Service Alert I -800- 422 -4133
� � � ® ✓ it �
5. The Contractor shall take any necessary precautions required to protect 6. The Contractor shall be responsible and shall take necessary precautions
o p
to prevent public trespass onto areas when impounded waters create a jig r m _.150 a
adjacent properties during grading operations. Anything damaged or / EXISTING CONTOUR -
hazardous condition. n • 2. contractor shall noti the Gi Engineers office 48 hours a to beginning wak pn this o
ect.
destroyed shall be replaced or repaired to the condition existing prior Phone: (160) 633- 1110 j
to grading. 7. All erosion control measures provided per the approved Grading Plan shall PROP05EDNEWGONT011R
-�-
be incorporated hereon. �, 0 3. The contractor shall gNis 24 hours notice on calls for i tion. Phone: (160) 633 -2110.
All work
61 The developer shall be responsible that any monument or benchmark �-
which is disturbed or destroyed shall be re- established and replaced performed without ben e it of inspection WIII be subject to rejection
and removal.
by a Registered Civil Engineer or a Licensed Land Surveyor. 8. Graded areas around the project perimeter must drain away from the
2:1 GUT SLOPE
face of slope at the conclusion of each work day.
7. The Contractor shall design, construct and maintain all safety devices, V 2:1 FILL SLOPE
9. All removable protective devices shown shall be in place at the end of ENVIRONMENTAL DATA
including shoring, and shall be responsible for conforming to all local, each working day when the five (5) day rain probability forecast exceeds
State and Federal safety and health standards, laws and regulations.
forty percent (40 %). Silt and other debris shall be removed after each 77 sc 1. Steepest Existing Natural slope on -site = 10%
EARTH BERM DETAIL, SHEET 3 v
8. Grading and equipment operating within one -half (1/2) mile of a structure rainfall. ✓ 2. Maxmum Vertical Depth of Gut = 4.5'
for human occupancy shall not be conducted between the hours of 5:30 3. Maximum Vertical Depth of Fill = 2.5 feet SLOPE
AND DIRECTION OF DRAINA6E �.,�
p.m. and 7:30 a.m., nor on Saturdays, Sundays and City recognized 10. Should germination 0 hy drosee de d slopes fail to provide effective coverage
\,
h of graded slopes (90% coverage) prior to November 15, the slopes shall
alide 4. Average De pth of Gut = 2,000 G.Y. x 2l / 24,'150 S.F. = 2.2 feet
be stabilized with punched straw installed in accordance with Section
VICINITY MAP p MASONRY RETAINING WALL STD 01% G -I to G -8 - - - - - - - - - _14�GCPT 3350
SO FT
35.023 of the Erosion Sediment Control Handbook of the State of California 5. Average Depth of Fill = 200 G.Y. x 21 / 4.000 S.F.
= 1.4
g. No grading operations shall commence until a pre - grading meeting has Department of Conservation. No5c
been held onsite with the following people present: City Inspector, PRECAST PCC DRAIN INLET QUIK5ET DB2424 I
EA
Civil Engineer, Soils Engineer, Grading Contractor and Permittee. The
pre - grading meeting shall be scheduled with the City at least 48 hours HYDR05EEDING NOTES LAND5CA1'ING NOTES EARTHWORK b"
PVG DRAIN PIPE SOR 35 = _ _ _ _ _ _ _ = 20 LF
in advance by calling (760) 633 -2770.
10. Prior to hauling dirt or construction materials to an proposed 1. Hydroseeding shall be applied to all slopes that are graded 6:1 (horizontal to
vertical) or steeper 1. All slopes shall be planted and irrigated in accordance with plans approved by the City Engineer. Excavation - 2,000 Cubic Yards
Fill 200 Cob Yards PV, ALLEY GUTTER DETAIL, 5HT 3 s :.`... 200 LF
construction site within this project, the Developer shall submit when they are: Plans shall conform to the City of Encinitas Grading Ordinance
and all adopted Landscape and E - IS00 GubIG Yards
to and receive approval from the City Engineer for the proposed haul Irrigation Standards. p AG PAVEMENT 4 BASE
SOILS ENGINEER .,.:< ,• ; -:, 1,115 5Q FT
route. The Developer shall comply with all conditions and requirements a. Three feet or more in height in fill areas.
the City Engineer may impose with regards to the hauling operation. 2. Finish Grading and Planting shall be accomlished on all slopes prior
to October 1 or immediately COMPACTED FILL SOILS ENGINEER 200 G.Y.
11. Upon final completion of the work under the grading permit but prior b. Five feet or more in height in cut areas, unless slope is not subject
to erosion due upon completion of any slopes graded between October 1 and April 15.
to final grading approval and /or final release of security, an as- graded to the erosion resistant character of the material as approved by the City
Engineer. EROSION CONTROL SANDBA65 0 500 EA
certification shah be provided stating: The grading performed under
Permit No..j -G has been performed in substantial conformance
with the approved grading plan or as shown on the attached As- Graded Plan ". 2• Irrigation shall maintain the moisture level of the soil at the optimum
level for the growth of OWNER r 5 CERTIFICATE
This statement shall be followed by the date and signature of the the hydroseeded growth.
Civil Engineer who certifies such grading operation. I hereby certify that a Registered Soils Engineer or Geologist
has been retained to supervise over all grading activity and
3. Hydroseeding mix shall consist of all of the following: advise on the compaction and stability of the
site.
GRADING NOTES 1. Seed mix shall consist of no less than:
B Y ,� T ^�, -
- - -- - -- - -. .- �' .� w. n4' 40 Date
1• All grading shall be observed and tested by a qualified Soils Engineer ,BOSH ADDISON, President
or under his/her direction. He/She shall observe and test the excavation o. 20 lbs. per acre of Rose Clover
/ / �bq' �' 2 JASON STREET LC „
b. 20 lbs. p er acre of Zorro Fescue 5
placement and compaction of fills and backfills and compaction of trenches. p o ` \� \3 44. x P.O. Box 22562
He /She shall submit soils reports as required and will determine the c. 3 lbs. per acre of E School Ga California %
CA 92192
suitability of any fill material. Upon completion of grading operations d. 4lbs. per acre of Archillea Millefolia .�
San Diego,
he /she shall state that observations and tests were made by him /her or e. 3 Its. per acre of Alyssum (Carpet of Snow)
(619) 677 -9291
under his /her supervision and that in his /her opinion, all embankments p acre of Dimo 2 lb. 1 /
and excavations were constructed in accordance with the approved f, ' DECLARATION OFRE5PON51BLECNARGE
grading plans and that all embankments and excavations are acceptable g. Items c,d,e, and f of this subsection may be omitted on locations where the
area GEC, 1
for their intended use. being hydroseeded is not visible from either a public street or residential structures. I hereby
declare that I am the Engineer of Work for this project, that I have exercised responsible charge over the design
2• The Contractor shall properly rode all excavated surfaces to h. Item a of this subsection must be inoculated with a nitrogen fixing bacteria
and applied �\ I of this project as defined in Section 6703 of the Business and Professions Code, and that the design is
consitent with
p p y g provide b h
positive drainage and prevent pond d r y either
ing of water. He /She shalt control Y drilli or broadcast before y roseedin
9• o � N current Standards.
surface water and avoid damage to adjoining properties or to finished i. All seed materials shall be transported to the job site in unopened containers
with the I understand that the check of the project drawings and specifications by the City of Encinitas is confined to a review only
work on the site and shall take remedial measures to prevent erosion California Department of Food and Agriculture certification tag attached to or printed
of freshly graded areas until such time as permanent drainage and and does not relieve me, as Engineer of Work,
of my responsibilities for project design.
erosion control measures have been installed. on said containers.
} Non -phyto -toxic wetting agents may be added to the hydroseed slurry at the discretion
3 • All areas to be filled shall be prepared to be filled and fill shall be of the Contractor. c \
RESOURCE DEVELOPMENT CORPORATION
placed in accordance with the Standard Specifications. All vegetable �' V ` 531 Encinitas Blvd, Suite 201
-• : 7 _er and objectionable material shall be removed b the Contractor Encinitas, CA 92024 co
f y 2. Type 1 mulch applied at the rate of no less than 2000 lbs. per acre. Type 6 mulch (straw)
e�
from the surface upon which the fill is to be placed. Loose fill and ', �, 43' 25 \ (760) 942 -1106
Fax (760) 942 - 2514
alluvial sons shall be removed to suitable firm natural ground. The may be substituted, all or part, for hydraulically applied fiber material. When
straw is used, ° I
exposed soils shall be scarified to a depth of 6" and then compacted it must be anchored to the slope by mechanically punching no less than 50% of
the straw -t �` X15 i � r C s 4
to a minimum of 90 percent. It shall be the Contractor's responsibility into the Sol. - i \ By. dam.
u. e -'u Date °' CF
to place, spread, water and compact the fill in strict accordance with \ BRIAN DONALD RCE 26175
e�
the specifications. 3. Fertilizer consisting of Ammonium Phosphate Sulfate, 16 -20 -0, with 15% Sulfur applied at
9 x License Expires 3/31/02
4. Cut and Fill Slopes shall be cut and trimmed to finish grade to produce the rate of 500 lbs. per acre. o ej a I
cv
smooth surfaces and uniform cross sections. The slopes of excavations 50119 ENGINEER CERTIFICATE <D
and embankments shall be shaped, planted and trimmed as directed by -t=
condition. All stones, 4. Areas to be hydroseeded shall be prepared prior to hydroseeding by.
the Engineer of Work and left in a neat and order)
y
roots and other waste matter exposed or excavation or embankment r , I, A.R. BARRY, a Registered Civ Engineer
in the State of California, principally doing business in the field of Applied I
°-
slopes which are liable to become loosened shall be removed and disposed 1. Roughening the surface to be planted by any or a combination of:
� .., � � f- -' Soils Mechanics, certify that a sa P 9 and stu of the soils conditions p revalent within this site was made b y j
of. The toe and top of all slopes shall be rounded in accordance with me or under my direction between the
dates of June 10 and July 15, 1998. One complete copy of the
the Grading Ordinance. a. Track walking slopes steeper that 6:1 ,�1 fl Soils Report compiled from this
study, together with my recommendations, has been submitted to the Office of the
KML
5• All trees, brush, grass, and other objectionable material shall be collected, b. Ripping areas that will not break up using item a above
�- '(�, City Engineer. Futhermore, I have reviewed these Grading Plans and certify that the recommendations included in
P5� - the Soils Report for th is project slave been incorporated in the Gr - d Specifications.
ca
piled or otherwise disposed of off the site by the Contractor so as to - -
leave the areas that have been cleared with a neat and finished appearance 2. Conditioning the soils so that it is suitable for planting by
' "� "� I / 4 � t 8 s
free from unsightly debris. Approval of location of debris fill shall be �i' Signed: ( f d A � z
v? t
secured from the Soils Engineer and City Engineer prior to the disposal czrses a
�" A.R. BARRY, RCE 2 585 t Dale �m
of any such material. a. Adjusting the surface soil moisture to provide a damp but not saturated seed bed
a4 Ex� 313+ +e , �o
b. The addition of soil amendments, PH adjustment, leaching or covering saline soils License Expires 3/31/02
*�
to provide viable conditions for growth s F� Gt 1 ` cu an v c�
COMMUNITY DEVELOPMENT DEPARTMENT SAN DIEGUITO WATER DISTRICT 5. H roseeded areas shall be maintained to; provide a vi orous growt until the
pro ect is ; '�� ?�.. ......... '' KEY MAP LEGAL DESCRIPTION -
permanently landscaped or, for areas where h roseedin s the permanent landscaping, 1 until
BRIAN %'� -- Lot 20 and a portion of Lot 19 in Block 2 of South Coast Park No. 4, in Cn
P Y P Yd 9 P �� DONALD :�: 1 =40 the City of Encinitas, County of San Diego, State
of California, according to Of
the project is completed and all security released. s * A No. 2 6175
6 �,
.re ViL _ Map thereof No. 2049. .w
l0. t "- 90114h1l, - :• •Professional 4 cu
NAME r ' DATE NAME DATE " =.,41F ...•,F�4 ?=� APN 254- 222 -40 & 41 s"
/ Approval Expires 2 Yeas From Date Signed „�f
RENSIDNS APPROVED DATE REFERENCES DATE BENCH MARK SCALE ENCINITAS FIRE DEPARTMENT Y APPROVALS CITY
OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
9.99 County of San Diego Benchmark No. "OC 145", located PLANS PREPARED UNDER SUPERVISION OF RECOMME ED APP VED
GRADING PLAN FOR:
43 ®° at the SW corner of the La Costa Ave bridge over the �j 6 3 G
RR Tracks E'ly of Highway 101 in Leucadia. Record from HONZONT& -, By: Br: A •
CITY ENGINEER JA50N STREET BE CN COLO NY
San Diego County Vertical Control Data, North County'. J ✓ o , s � 9 � - -- � ^ %-_ R ; DATE:
VERTICAL BRIAN DONALD RCE 26175 DATE: DALE: 1('ZS�q -
Elevation: 59.36 Datum: MSL NAME DATE License Expires 3/ 1/02 TPM 98129 SHEET 1 OF 3
RE5OURCE DEVELOPMENT CORPORATION JN97- 05513'
k I I
I I
• .,, i 71' Lr 1
t b W
i 6 �I� II�e Ap�rA mon 5
_ —
TYPE 3 RETAINING WAIL PER STD DW6 63
T(i:'E��ftEiTAiNING _
_ Y`CAIL 'La D-W6
G3
_. - - - _
4 a _ _
J
—
b
kF'
• r ,g �
ri I
` \ � . : *,� . a. 4' • • . .r •.+ .r fir/ ' /Yd S 3 --- $
o
^ !' b
• .r
l
�Y
yy��,
RAGE
r
I 2% HOU �.
:
— — — — — — — -
r-
r 93.0 FF .: _ _
_92.5 Pad "° • ...:••.: , •,. `�'.� ^ ,
- y.
1
® a j , .. ice, b,S5
'`�/ . '.' : ` � `•� � S `{ 3 Ira
}}
.. , .• , .:, � < � NG WALL ' �c3 i�G '• 'tl I
I
97 „ ' • Mfr : ;'• . = ..:..� � �
y � I
S •7
/ 1 AIMING WALL PER STD DW5 C-4
•o�
TYPE 1% \,, m lsl LE'1!EL ' 1
_ TION' 1
- - = - -- --
; Q
•
— Jn .
TRI1G
INE"
� dl
ti
77 . .. .. .. ... :.. .. .. s . •�'►°- . � : ' T • W 4 �'� �, I
4 GARAGE
kW
t I
A r
,
r.
J :
/`' r J/y /j/ • .r .A ...• , ••��1.' •r. r:.. `. ... .:/ / y y / 0 •~ .'j, .' r� ` �Y
� �,
:.
1 I .• fp . • 'RER 51� DJN�i G-�(• . ' • ,_ 9
H .
1 f ..- ..,.... / {' � .: .• , ♦ ... •. C k.. � .l U5 M` uS" .
.. i}
c
95.6
Pad
I .....:. ..':. , :: ::.... __ _r -__ -- - - -- -- .• r�
1.8� •' s ,,
' E
1
1
i
� 10 L. 6 1N @
a� •. --kXr- �� _'- ae}Fll ®BAGK 0 WALK
1 r HOUSE .: 2 I I� ,
1 �
' r r ' ) �� r� �' 94.0 FF 15
/ : ':.
I I v z I
1 I r� 93.5 Pad LLJ
f - ' f -' ) ' E —' r') 12' PROPOSED PRIVATE � ` � 6
A
) \ r ' I ROAD k UTILITY EASEMENT
1 � :ae J T1
I
:
I ' ADAGE
HOUSE G I
x 97.0 FF
. __ _ _, .. •. a .• '' ; I � ; ,
i
f
I
96.5 Pad �� 1 !
•
.:� °> :.:. i r
GARAGE r
) /
P — 92.6 Pad ��
ac r
x I � � :. •` s � � 1 � - it
r
cn r I c�
I .. MAIN LEV
�
90.5 FF
r .� 90.0 Pad
X %'
I
1
EXI5TING HOUSE AND GARAGE TO 13E DEMOLISI•�D t
1
m
I
w:
x i l
I 7�
IN6 MASO
-__ -' -
- NRY RETAINING WAIL
o
- EXIST
�� F
y , 11 �Y o
i
xl h,.
EXISTING WOOD FENCE
- - - •o
M
I
PER GTD DWG G-1 gs o•
TYPE I RETAINING WALL ,`� V'i �bo ? MA�O1 Y RETAINING WAIL PER STD DWG G I ? TYPE 2 RETAINING WAIL
<,>
WAJ.I. —� PER STD DWG G-2
2' 2'I
DING
FLAN
_._. _ � ` ; ,. ,�� i M
i
_ .._.
5 ALE: 1 =10'
ys
0 5 10 15 20 25 30 w
DES CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
APPROVALS - /�
DATE BENCH MARK SCALE ENCINITAS RRE DEPARTMENT RECOMM ED APP D GRADING PLAN FOR EACH COLONY 5637
"C7
APPROVED DATE REFERENCES PLANS PREPARED UNDER SUPERNSION OF BY: JA50N 5TREET 5
REVISIONS 6Y: CITY ENGINEER
D_W TO E t�INATE SLOPE I.11. r <- DATE: (L� -- - TFM 98.129 SHEET 2 OF 3
WER GRADES AD TO GARAGE I 1 � %m I HORIZONTAL r = 10' ` + Dare DATE:
®® BRIAN DONALD RCE 26175
VERTICAL rr:A. � RE50URCE DEVELOPMENT CORPORATION JN97 -055D
NAME DATE Lkwse EMpires 3/3 {/02
MASONRY RETAINING HALL
PER 5TD DW6 G-4 P/L / ED6E OF EASEMENT CONSTRUCTION G/L P/L MA50WY RETAINING WALL
2' 2' PER 5TD DW6 0-5
D
EXISTING MA80EY RETAINING WALL PA. 12 2 I2 —12 — _`1 1.2 1
PROPOSED FIN15H 6RADE —
MA60KY RETAINING WALL 1% % /�EXI5TIN6 GRADE
EXISTING "HAY
STD 0106 G -2 G Grade da/L wn on Plan I/2
3' �/
I �
r
-. r lkv t. .y.d ♦ J.Y..j: Y ... ... r ... }. Y � � iy Y:'ti ..'.' ♦.C. "t
" Radius (Tw) co am 11d Eo
EXISTING GRADE 1 I5" 1 Min to VcyI! e�-
--�- = --- PGG ALLEY GUTTER NEW AG W 6 BASE
PER 5T
C 1 y AG Pvmt over Base PER DETAIL THIS SHAT
� 2
m in
Top of � on PI� PER STRUCTURAL SECTION NOTE
— q" compacted 5=011 5TR A RAL SECTION NOTE:
PROPOSED FINISHED GRADE 2500 Psi PGG with THE 5TRUGTURAL SECTION SHALL BE DE516NED BY A 501L5
6xbxlOxIO Wire Mesh EN61NEER AT THE TIME OF CONSTRUCTION BA5ED ON R -VAUE
TESTING AND A TRAFFIC INDEX = 45. THE MINIMUM SECTION
WALL 5ECTION D-D FCC ALLEY GUTTER EARTH BERM SNAIL BE 4 " AG OVER 6" CLA5511 BASE. DRIVEWAY 5ECTION C -C
No Scale No Scale No Scale No Scale
100 __ r.__ _ __._._____.__ _ __. 50' Vertical Curve _® _.._ _ ®__50 Vertical Curve _ _ __.___ _ ____
___ _ .___�____ _ _ ._ ,_._. - ,__ _. _ 100
►n ' PI -- 88.63 ® 1+00 PI = 8550 ® 0+50
61 = 626% 2 = 6A% b1 = 5% 6 -- 6. 2b% 95
95 — — 16: w G/L Curb, 6utter 4 Sidewalk
90 _ r
— — — — -- fisting AG Pavement
85 5
DRIVEWAY PROFILE
I " =10' Horizontal $ Vertical
P/L P/L P/L P/L
100 .__ ___ _ __ _ __ EXIS'UN& GRADE
-+- A50WY RETAININ6 WALL DRIVEWAY MA50NRY RETAINING WALL MASONRY RETAINING WALL
— — ._ _ _ _ - D_DA6 C� PER SECTION PER 51D DW6 C-•4 ._ __..__. _ PER STD DW6 G-3�_ ELIMNATE
95 _—,— _ _ _.__.....__ -95
3
d _
__._�_�...._..__ ""'' . - (+t'- PARE I FF _ 93.0
RETAININS WALL PER 5TO DW6 C -1 — —2 —
— —
I' Min TO DAYL164T
85 EXI5TIN6 DRIVEWAY
5ECTION 5.5
I" =10' Horizontal 3 Vertical `='
r--
a-
(
Cv
C�
i ^\
C�
C.fl
f�
O
C
O
P/L MASONRY RETAININ6 WALL MASONRY RETAINING WALL STING 6RADE
_PEi2 STD DW6 Cr
100 — P/L
.._. _. m ._____a _ _ __. __._____.. _ =-fER ST _�__. __._. _�..�_�.....__._� _� ._._._._.._..... NEW
CURB GUTTER E 51DEWALK =MT
— — — -- _ — PARGEL2FF 910 T — — — — — — — — — — — — — _ — _ MASONRY RETAINING WAIL PER DW5 No 5631-1
-
- ___: .._. __.__ _ _._ _ _ __ ___._._�_.___. _95
PAR6Et A AGE Gh
90
FF = 905 EARTH BERM X15TIN6 AG PAVEMENT
_ ___90
c
0
80 . _ _ 80 cm
12
5ECTI2N A -A
I " =I0' Horizontal b Vertical
a>
a�
'o+
U.1
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE ENCINITAS FIRE DEPARTMENT D BY APPROVALS CITY OF ENCINITAS ENG
INEERING DEPARTMENT DRAWING NO.
l I PLANS PREPARED UNDER SUPERVISION OF , RECOMM E�D a PP t GRADING PLAN FOR-
JA50N STREET REACH COLONY 5637 -G
DATE 1� u g'7 91 BY:
SEE SPIFFY I HORIZONTAL I" = IO' C 1Y INFER
i" = 10 R.C.E. NO.. 26175 DATE: 7598 DATE:
VERTICAL
NAME DATE BRIAN DONALD EXP 3/31/02 TFM 98.129 1 SHEET 3 OF 3
RE50URCE DEVELOPMENT CORPORATION JN97.055D