2002-7457 G (Plans) GRADING NOTES NOI ICATTONS LEGEND ENVIRO AL NOTES: LEGAL DESCRIPTTON •
S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS i. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 2:1 LOT.
BLK G OF SOUTH COAST PARK ANNEX, IN
1. ALL WORK SHALL 8E DONE IN ACCORDANCE WITH THESE PLANS, i. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES (EXCLUDING ANY EXISTING
MAN MADE SLOPES). THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA,
ACCORDING TO MAP T HERE O F
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A RECOR O�ER
OF SAN DIEGO
8, FILED IN
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR LOT LINE 2. THE MAXIMUM
VERTICAL DEPTH OF CUT IS 0 FT AND THE MAXIMUM THE OFFICE OF THE COUN
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN VERTICAL HEIGHT OF FILL
IS 10.5 FT COUNTY, MARCH 29TKI924.
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM ON THESE PLANS, HOWEVER: DEDICATION LINE
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY 3. A.) AVERAGE DEPTH - VOLUME OF CUT (C.F.) 0
REQUEST FOR INSPECTION. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY PROP. CONTOURS OF CUT AREA OF CUT (S. F. A.P.N.:
254 400
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES
2. THE SOILS REPORT TITLED "GEOTECHNICAL INVESTIGATION FOR LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S EXIST. CONTOURS _ �.. 5___.
_._. B.) AVERAGE DEPTH - VOLUME OF FILL (C.F.) 5.6' SITE ADDRESS
RESIDENTIAL SUBDIVISION" PREPARED BY ROBERT PRATER ASSOCIATES RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO OF FILL AREA
OF FILL (S.F.)
DATED JANUARY 2002 , SHALL BE CONSIDERED AS A CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR 1254 URANIA
ROAD
PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOT NUMBER P 4
ENCINITAS, CA 92024
ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF EXISTING EASEMENT -
CONTAINED IN SAID REPORT. WORK: OWWER/PE
- - - - -
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF A. SEWERS - LCWD 760 -753 -0155 PROP. EASEMENT OW CERTIFICATE CMA
GROWERS
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF B. GAS 6 ELECTRIC - (800) 422 -4133 - DIG ALERT EXIST. EDGE OF PAVEMENT PER DWG
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE P.O. BOX A
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN C. WATER - SDWD 633 -2848. CENTERLINE - IT IS AGREED THAT FIELD
CONDITIONS MAY REQUIRE CHANGES TO BONSALL, C CA 92003
CONJUNCTION WITH IMPROVEMENT PLANS. D. TELEPHONE - (800) 422 -4133 - DIG ALERT T HESE PLANS. ESnMA TED QU S
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE 2:1 CUT SLOPE MAX. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER)
SHALL HAVE A
GRADING. E. CABLE TV - (800) 422 -4133 - DIG ALERT REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES; ALTERATIONS OR CUT
0 C.Y. *
2.1 FILL SLOPE MAX. T T T ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 ARE !NECESSARY FOR
AND DESIRABLE FOR THE PROPER COMPLETION OF FILL 16,800 C. Y.
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. EXISTING SEWER MAIN - s -s THE
IMPROVEMENTS.
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR PHONE: (760) 633 -2770. 16,800 C. Y. IMPORT
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. EXISTING WATER MAIN - - - - --
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR
I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED
PROPOSED SEWER SERVICE n GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE * EARTHWORK QUANTITIES ARE
ESTIMATED FOR PERMIT PURPOSES
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO OVER ALL GRADING ACTIVITY
AND ADVISE OF THE COMPACTION ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER REJECTION AND REMOVAL. PROPOSED WATER SERVICE W AND STABILITY OF THE SITE.
QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS).
OR A LICENSED LAND SURVEYOR.
•
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL LIMITS OF GRADING s ly OZ
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOILS ENGLIEER S CERTIFICATE
RESPONSIBLE FOR CONFORMING TO ALL LOCAL. STATE AND ALAN T. FRITZ DA fE
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND I, 0-41 p l�fffLV A REGISTERED CIVIL ENGINEER IN THE STATE OF PROPOSED AC PAVED DRIVEWAY
'y _ w .. 1254 URANIA AVENUE
REGULATIONS. CALIFORNIA. PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL ENCINITAS, CA 92024
MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL
B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) CONDITIONS PREVALENT WITHIN TH � S s ITE WAS MADE BY ME OR UNDER MY PROPOSED DRAINAGE
PHONE NO. 760 -801 -4557
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE DIRECTION BETWEEN THE DATES 1 IS AND s • . ONE COMPLETE
CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. COPY OF THE SOILS REPORT COMP L a D FROM THIS 'STUDY. WITH MY PROPOSED BROW DITCH -
SEE DETAIL BELOW
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY
ENGINEER, FURTHERMORE, I
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE E s
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE PROPOSED SPOT ELEVATION
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, BEEN INCORPORATED IN THE RADING PLANS AND SPECIFICATIONS.
GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN SIGNED:
ADVANCE BY CALLING (760) 633 -2770. GE
71 �
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY Fi£•E NO.. 4•; =s
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE EXP. DATE: _ 3 ;/ {� �i ►� H ; � ;: `:�
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE c;
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER 4125 SORRENTO VALLEY BLVD., SUITE B
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE SAN DIEGO, CA 92121
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING
PHONE: (858) 453 -5605
OPERATION.
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PROJECT N0. 900- 258_:=��:�;
DOCUMENT N0. 02 -17
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL
RELEASE OF SECURITY, AND AS- GRADED CERTIFICATION SHALL BE
s�
PROVIDED STATING: "THE GRADING UNDER PERMIT NO.
7457 -G HAS BEEN PERFORMED IN SUBSTANTIAL
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON
THE ATTACHED AS- GRADED PLAN". THIS STATEMENT SHALL BE DECLARATION OF RESPONSIBLE CHARGE
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER
WHO CERTIFIES SUCH GRADING OPERATION. I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT.
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE
SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND DESIGN.
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE
CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS pFESSj
AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR QP ON
THEIR INTENDED USE. � �� A • A,QS �Z " TNTN
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED co
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING,p
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID w N0. 29577 m �A T
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE WAYNE P SCO, ACE 29577 D E ct Exp. 03/31/03 a
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT OLYOkS STREET
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN EROSION C ONTROL x'1, Ml\L
INSTALLED. F F CALCOR STREET
i. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT CAL!
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND ALAN FRITZ AT 760 - 801 -4557, 24HRS
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD ✓1 v�/
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE sPaAra
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE _
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL
NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM n
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF V.
A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 TEMPORARY DEVICES WHEN RAIN IS IMMINENT. o r ANIA AVEhtE
PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED n
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT g
ACCORDANCE WITH SPECIFICATIONS. WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. m Ir
THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES
4. 2 `
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS AFTER EACH RUN OFF PRODUCING RAINFALL. LE o I A
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES LIABLE TO BECOME LOOSENED SHALL BE REMOVED
AND DISPOSED WHICH MAY ARISE.
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN 6 THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE
ACCORDANCE WITH THE GRADING ORDINANCE. NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO
16. ALL TREES. BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED VICINITY MAP
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT GRADING PLAN SHALL BE INCORPORATED HEREON. NOT TO SCALE
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 B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK
DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE
LANDSCAPING AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN
PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40X). SILT
1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE ENMITAS FIRE PROTECTION DIST.
SAN DIEOUITO WATER DISTRICT I.EUCADIA COUNTY WATER DISTRICT
CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR
ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH
2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 R VIEWED BY: RE - IEWED BY:
REVIEWED BY: ��
OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE iC��✓� Z�
..
OF CALIFORNIA DEPARTMENT OF CONSERVATION. �-���- �H�•�
SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION 7 OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. 8_
$ C pl p 8 z 2
W
DATE DAT ATE. a,
SIGMA TUFF EXPIRES 2 YEARS FROM DATE SIGNED
REVISIONS APPROVED DATE REFERENCES DATE BENCEMIARK SCALE CO DEVEL.OPMEM DES BY DR
BY cHEWAP BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT r D ING NO. Z N
DESC: SD CO. STD. DISC STAMPED PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APP D GRADING PLAN
FOR: c�
OF. 173, 1969 AEVIE ED e : 5 it
LOCATION: I -5 & LEUCADIA BLVD HORIZONAL _N1 -- DATE: BY: BY: - ' ___ -- - 7 -G
RIDGE N0. 57 -554 . MONUMENT TPM 01 173 1254 Urania Avenue
R.C.E. NO. 295 SET IN CONC. SIDEWALK @ SE �O•�S -ZrrL - DATE: _t01�0Z. DATE: 10
A.P.N. X254 COR OF BRIDGE - DATE: - 400-09
VERTICAL N A WAYNE PASCO EXP. 3 - 31 - 0 3 1 OF 3
.
' 1 4.529 'USC &GS WORK PROJECT N0. 979 DATE: 4/15/02
PE 979
LEGEND
S . D . R . S . D . = SAN DIEGO REGIONAL STANDARD DRAWINGS
I if
, 1_ i •`` 11 I I •� it_
✓I {t
i .
LOT LINE —
f
.I
DEDICATION LINE
1 j
PROP. CONTOURS
' l
i -
PROPOSED STREET
EXIST. CONTOURS
IMPOROVMENTS SEE .
t. SHEET 3 DWG# 7457 -IR - f t�
_ _ _ P�IICCEL. 4
_J �, l � L T EA
' , t.
- 1
l ! t.
t _ I EXISTING EASEMENT -
GRAPHIC SCALE 1 " -30' x �� 1, t. EXISTING 8 "
t _ �>.: �,.:
SEWER MAI
EX STING 14" PROP. EASEMENT —
•
A =171.29'
,
"= EXISTING STREET N84 47' 28 "E N 1EA O� `yt
A '
0 30 60 90 ��: IMPOROVMENTS SEE A 31 '40 14° WATER MAIN. C ` +
EXIST. EDGE OF PAVEMENT PER DWG
i DWG . NO . 6816 - I _
_, R=309.89'
- �) - CENTERLINE
do
21 CUT SLOPE MAX.
V No--
2.1 FILL SLOPE MAX.
.fit
{� EXISTING SEWER MAIN - -S- - S -- --
_
y 79 2 2 -^<'- ' g0g' Sf1 EXISTING WATER MAIN A A
:::,
Ill I `W 126 . ".'"�
PROPOSED SEWER SERVICE
1 .2.
M
I it
S �t �'
WATER SERV
-
� � i ^•* ,x. , PROPOSED I n
_ � , , -
L 322 ' �1 LIMITS OF GRADING
EXISTING 14 WATER C1r 5 6 A } S p
,
X161 FS =17 S W y EXISTING GROUND _�^ i PROPOSED AC PAVED DRIVEWAY
0 -LO
. to I
EXISTING 8 SEWER { 5 j
CONTOURS PER SAN
X1 6 1 • AERIAL SURVEYS 12 -14 -1999 PROPOSED DRAINAGE - 1% MIN
A =305:
FARM 2 1 1'L• �, R
S07 '07' 1 "W P,,p..�g7,6 ` �. fi g% + PARCEL 4 <' PROPOSED BROW DITCH - SEE NAIL BELOW
19`25'0
24490 SF GROSS v FAD-0765D �
R =311.50 ' o sr= IhIPOROVMENTSRSEERAIN
T53,29' ,� - 23688 SF NET
23978 SF GROSS I T SHEET 5 DWG #7457 -IR
M PARCEL .3 + 23109 SF NET
� ' � r PROPOSED SPOT ELEVA F
PROPOSED STREET = -� _ S j PAD=fl25 EXISTING 18 ' CMP
IMPROVEMENTS SEE ` 1' 22474 SF GROSS TO BE REMOVED ! •--
SHEET 2 DWG X7457 -IR� 4 1ti m� + 22192 SF NET �" PROPOSED % I �f } "` 0A TIff LDED
h � ^ WTIM M LAAI
AREA DRAIN
I �. EXISTING GROUND .tj N "� .� i W FDfO�BJT
,�, F l to •. TG= 173.30 ' 9EE co P
J) rtS6 CONTOURS PER 9 , >ti ` r j cr % �. s I DETAIL eELOM
DWG 07447 -G + 1� A � � 4 6; + � L. t MIN.
V 2� PROPOSED 15' PUBLIC I >~
�
3 147. `... _ 66 • STORM DRAINAGE EASEMENT _ _.. - r •-` I Fnt eEt-
34
/
dew
�
PROPOSED
F� AREA DRAIN III 0 -
i �: , TG= 165.80 ' 11 1 -
1
PROPbStO STREET
� / V �� �t , � ,tj `� • F� �' _ -- IMPOROVMENTS SEE
r t / 4 O SHEET 4 DWG #7457 -IR
r Ln
i = -- — s SEC HON A — BERM
/ 15 NOT ��
—
-- `,
I
150. 5
Lo , s1
/ v , 160111 PROPOSED
AREA DRAIN I ; I i �; _ _ - �' 48' MIN
-_
v / PROPOSED' STORM DRAIN = z
TG 167.0 t "
co ,� SEE SHEEfi 5 /m-Lm OPTION
o
' _, OVER GEOTEXTILE
EXISTING 18" CMP 16� REM AINDER i j o -_ . i f �; LIND6 GRASS Qq TLFE LAO ' p • TO BE
REMOVED ��f PARCEL i' i J % �� .I OPTION OVER LAAUCK
`1 I I `t�t I N � '�L - j I I -'•- I � '� � �� �
'
If
P Y _ TVT 7"C�NT
FARM 49809 SF GROSS
MD=160.0 I cn 49428 SF NET L
22175 SF GROSS
3' 21932 SF NET PROPOSED L _ — "` I ;� a , > , �J = - _ - _ A mw
RESIDENCE '"v` i _ - - i I I
PER DWG
� 744 7
_
. --
�.
N _ ! t' ' — I I I I i IJI I I El I I —_
2 S - _
J ! I I. TII I I' — I l lI I I iii I — i I I l l I — III_
.. �j — — — — -- — -
'
S ,• � � � � c,•, I � � `` � ; I I. I I I� I I _W1 = I I i � '� I
I ; ,III I I hI
III �IIJ Ili ,�1 ill,
N28'31 ' 48 "E 79.06 w I I, 111 III. Iii. III
�} a _ - - -
5
•O _ _ I
61 r
3 I - --
F
-
6 _ i NOT TO
. �
i°
S89 01'37 ''E 490,03' I x
L C& D/n
I
r '.� , �� _ -... ! l` 1 2' SHO LDFR 16' DRIVENAY 9 mR
aw
J\,
i, { 1 I \�►
>
�•
} t X
TYPE A SECTIQV DIKE
21/2' A/C OVER 4* (1,455 II BASS
I
TYPICAL DPJVEWA Y SE CTION
<
NOT TO SCALE
rn
W�
REVISIONS APPROVED DATE REFERENCES DATE BEN SCALE CO DEVEWF%4EN'T
D ESI GN ED BY DRAW BY CHEwKE B Y A.PMO C�'Y OF ENCINITAS ENG G DFYAR DRAWING NO. °D X
=m
DESC: SD CO. SID. DISC STAMPED PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPR V D GRADING PLAN FOR:
v'
OF . 173, 1969 REVIEWED BY: r7Ar - %
' LOCATION: I - 5 6 LEUCADIA BLVD. HORIZONAL 1"=20'. M . DATE: 6 L BY: BY: - /
— T�J�w' --�
� _U+
- � a
BRIDGE N0. 57 -554. MONUMENT � ��fA R.C.E. N0. 29577 � M O 1 -1 �� 1254 Urania Avenue
-i SET IN CONC. SIDEWALK @ SE VERTICAL N/A AM( YNE PASCO DATE: [012 f SQL DATE: 01 -4 X A.P.N. #254-
400 -09
DATE
COR. OF BRIDGE EXP.-3-31-03
174.529 ' USC6GS WORK PROJECT NO. 979 DATE: 4/15/02 SHEET 2 OF 3
GRADING PLAN
PE 979
f
s
�. LEGEND
HYDROSEED SLOPE PROTECTION
SAND /GRAVEL BAGS (2 HIGH) 00000000
HYDROSEED NOTES`
E. HYDROSEED. --
_�_� EROSION CONTROL
1. Hydroseedingg shall be applied to all slopes that
are graded 6: i (horizontal _,�.__. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT
to vertical) or steeper when they are: , r �� ---- -- _- ----" _ - I ALAN FRITZ (760)
801 -4557
a. Three feet or more in height in fill areas.
b. Five feet or more in height In cut areas u n 1 s- 5 i, ' i �.� � � ._-- ,--- -- --- --'�"" ` " - �� - ry~ � `
, - � " -- _ - '" -- ' , - -/ / ,+ ; �•
1 �
slope is not subject to erosion due to the {, / \ _ _._ ---- 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK
SHALL BE MADE
erosion resistant character of the material as J , - i� AVAILABLE AT ALL TIMES DURING THE RAINY SEASON.
ALL
approved by the City Engineer. �- 1 \ r - - ,- , - �Q� / I NECESSARY MATERIALS SHALL BE STOCKPILED
ON SITE AT
2. Irrigation shall maintain the moisture level of _ _ , ' i !_ "-%� - 'f CONVENIENT LOCATIONS
TO FACILITATE RAPID CONSTRUCTION OF
the soil at the optimum level for the growth of 11 ` l 1
the hydroseeded growth. TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
� ,. ` �_ � � �. �' _ _ -- - -, , -- �� _.: 1
3. Hydroseeding mix shall consist of all the � = - `, 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED
OR MODIFIED =
- _
following: � '- �. � W TROUT THE APPROVAL
�' ;
a. Seed mix shall consist of no less than: � � � -_ I VAL OF THE N TOR. j
i. 20 lbs. per acre of rose clover 1 I
E 0 E I SPEC
- - c _ x ; �c I� 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES
2. 20 lbs. Per acre of zorro fescue
EE
III �•, � _. � -" -- -- r `" ' - -" _ _- •.,., •• I , TO WORKING ORDER TO THE SATISFACTION OF
THE CITY ENGINEER
3 3 lbs Per acre of E school cia cal f rn r 5 \� 1 �
4. 4 lbs. Per acre of ach m i o ica / ( AFTER EACH RUN OFF PRODUCING RAINFALL.
llea illefolia
5. 3 lbs. Per acre of a _ - - �-- / /
m � I - -___ _ _ __ _ _ - � - N � �'.•' '
1 ssu (carpet of snow •�•'
Y p ) I� T
6. 1/2 lb. Per acre of dimorpholeca 1 I �, , _ _ - _ = -� i •�' 5. H CONTRACTOR SHALL INSTALL
ADDITIONAL EROSION CONTROL
-- -
:r
MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO
- -- III
7. Items c, d, e, and f of this subsection may �- �! j � , UNCOMPLETED GRADING OPERATION OR
UNFORESEEN CIRCUMSTANCES
be omitted on locations where the area being ' `a te_ S _ -
•�' WHICH MAY ARISE.
hydroseeded is not visible from either a II am - i- = - - �.�__� --�`S - - f \
public street or residential structures. VIII '� S--- — S -- __ - a:;
� ` -�_ _ � �- 1 � 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE
S. Item a of this subsection must be inoculated III - �'
i
with a nitrogen fixing bacteria and applied - -- - - - -
W � ,.. - .. •• , ; . •• .••,: • ..'mot � - _ :�-�� 1 � '� °� 1 ` \ � REAS P IMPOUNDED S
WA�ERS E CREATE U A L HAZARDOUS S CONDI�ION.
.........:
dry either by drilling or broadcasting _
before hydroseeding. I 1 " "' "..:� - y :.f� I 7. ALL EROSION CONTROL MEASURES PROVIDED PER
THE APPROVED
I I _.
9. All seed materials shall be transported to - '� GRADING PLAN SHALL BE INCORPORATED HEREON.
• _ 1`
the -
obs n
ite unopened i u
o e e n �'�
j p d co tainers with the �•
f
i
Cali or n
i
aDepart
f F
n
0 F ood
and
�
GRADED AREAS A AROUND R OUN
S T HE PROJECT T
OJE PERIMET C
MUST
RA
Agriculture certification to attached to,or 8 FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK
" � � -
D AWAY
printed on said containers. g ' 1 --
p
i
DAY.
10. Non -phyto toxic wetting agents may be added 9. ALL REMOVABLE PROTECTIVE DEVICES H
' I I ES S OWN SHALL BE IN PLACE
to the hydroseed slurry at the discretion of - ) ' AT THE END OF EACH WORKING DAY WHEN THE FIVE
the contractor. �,/�-
� (5) DAY RAIN
I
l Type i mulch applied at the rate of no PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40X) SILT
AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFAL
less than 2,000 lbs. Per acre. Type 6 mulch
(straw) may be substituted, all or part, for �► 1 L.
r 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE
hydraulically applied fiber material. When '� I'` EFFECTIVE COVERAGE OF GRADED SLOPES 90X COVERAGE
PR '
7 _ ( ) PRIOR
straw is used it must be anchored to the - ' TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH
slope by mechanically punching no less than - •• PUNCHED STRAW INSTA LLED IN ACCORDANCE WITH SECTION
35.023
50% of the straw into the soil.
ti, I
: OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE
c. Fertilizer consistingg OF CALIFORNIA DEPARTMENT OF CONSERVATION. of ammonium = �I
?i'
phosphate sulfate. 16 -20 -0, with 15X sulfur- ' _
applied at the rate of 500 lbs. Per acre. y
4. Areas to be hydroseeded shall be prepared prior to
' •". I
hydroseeding by: x\11 '
a. Roughening the surface to be planted by any or cn I I ' IFPAD AREA IS?nREWAM FOR MORE THAN
a combination of: 1 � 3M ONT
1 Track walking slopes s teepe r � •: � _ �'" �� tQ I HS AFTER THE CONCLUSION OF SHE GRADING
than 6: 1
2. Ripping area that will not break up using . I • "'
Sr �' IT SHALL BE PHYSICALLYSTABILE=WTMSTRAW
item 1 above : • _ I BLANKET, COCONUTF7BER BLAN=, GE YTEXTHE
b. Conditioning he soils so that it is -
9 s u ��� 1 e � �:4 : ' .: � • FABRIC OR 077M CITY APBpR VED EROSION CONTROL BAP.
for planting by: a
- �°
1
1. Adjusting the surface soil moisture to ` i L ;'
provide a dam but not saturated
p p seed bed. � � :::: •�' � ,
2. The addition of soil amendments i
adjustment, leaching or covering saline �;
soils to r v
p o ide viable conditions for .
growth •r„ _ - - _
j COA
H
., -
I
oseede A
d areas shall maintained AGGREGATE
Y be ai twined to r'v
G o ide a
i growth
v
r
o o u s - - --
n
u til h �
t e
,
9 is erman n
p e t l
Y
� _ 1
F
i T
I R
n
/ _
--FILT
a d sca
1 ed for
or r
a ea
s
p h dr
ose n .•�•
ed
i
is the
r
I
Y i
i
9
F
A
R I C
I
B
a ;
permanent landscaping. n % -
dsca i n .�:
p u til the ro
p g. p ect is com letea - ~ -----, I - ti
j p d _ 1
I • � NT
and all security released. '• SE S ' - 1 ORIGINAL
HYDROSEED SL
y i ~ µ€ . HYD P PRO !�
." _ 0 E __ I I i • • GRADE
SA 1 I .d \ -PROPOSED NDGRAVEL -�-L - - -- L. i
BAGS. 2 HIGH i d I i al I
RP ECIFIED MIN. , UNLESS OTHERWISE
BY A SOILS ENGINEER
REMAINDER I `�
SE.C`ITON
PARCEL.
7.
HATCH REPRITS
BLANKETS. SEE NOTE I - _ _ ._. I I z
U NOTE:
• ,if +
' € c x ', I 1 o CONSTRUCT SEDIMENT BARRIER AND
j` \ ----� �- I i CHANNELIZE RUNOFF TO SEDIMENT
TRAPPING DEVICE
�IQ / I t i f r Cc • • •• •
/ OO OOOOQOOOOQ \ 3 • d • • • • -
--- w • a WIDTH AS REQUIRED
x —--�-
Y - -
;• � ��\� `j ... _ -- _ - . _ _ I '+ `'� � > TO CCOMODRAF
I
/ `�__ =� ____ _.- - -.a_- __ .__a__ . 1 ? i + x •• ••
AN FIC
I - cn r ; • • • • •
I w
I I o 44 .
i f o� • • •a
v 1 -
1 19' RADIUS
MIN. A ;
I
{ 50' MIN
i I
GRAPHIC SCALE 1 " -30' I t I x DETAIL
.w' I I : STABILIZED CONSTRUCTION ENTRANCE
0 30 60 90
/ ' I \ \
w�
U)
REVISIONS APPROVED DATE REFERENCES DATE DESIGNED BY DRAWN BY CHECKED BY N°
BENCH aVIARI� SCALE CO DEVEI.OPNffiV'I' MHS SRJ WAP APPROVALS CITY OF ENCINUAS
DESC. SD CO. SID. DISC STAMPED ENG G DEPARTMENT DRAWING NO.
OF . OD
_
- - PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPR EROSION CONTROL PLAN FOR:
173 REVIEWED BY:
- - LOCATION 1969 : I -5 6 LEUCADIA BLVD. HORIZONAL _ " =20' H MO Z
- - -- - — BRIDGE N0. 57 -554. MONUMENT -- - - -- - DATE: __ �Z BY: ___ - - BY: -- - �^
745T"Gfi�
_ w 7PM 01 -173 12 4
SET IN CONC. SIDEWALK @ SE — -- R.C.E. N0. 2 5 - Urania Avenue
- COR. OF BRIDGE VERTICAL N/A _ DATE: �E PASCO DATE. t- DATE. - /o�� -4/4PA AP.N. 0254- 400 -09
LROSION CONTROL PLAN 1
174.529 DALUM USC &GS EXP. 3 -31 -03 WORK PROJECT NO. 979 DATE: 4/15/02 SHEET 3 OF
3
PE 979