2001-6997 G (Plans) LEGAL DESCRIPT10N PARCEL 2 OF MAP 18417
jGTNERAJL NOTES GRADING AP.N.: 260- 281 -14
1. ALL WORK SHALL BE DONE IN ACCORDANCE 1. ALL GRADING SHALL BE OBSERVED AND TESTED
WITH THESE PLANS, THE STANDARD SPECIFICATIONS BY A QUALIFIED SOILS ENGINEER OR UNDER HIS /HER
/
SITE ADDRESS VACANT LOT, WARWICK - AVENUE, '
FOR�PUBLIC WORKS CONSTAUCTION,THE DESIGN DiAECriON. HE /SHE SHALL OBSERVE AND TEST THE �• j ENCINITAS, CA.
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS, EXCAVATION PLACEMENT AND COMPACTION OF FILLS - -- -_ - - - - - - - - -
.._�_ _- - _ -
AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. __ - - -- --= -!._, -__ -__ / OWNER/PERMn7EE
ROSSINI PARK ESTATES LLC
AND BACKFILLS AND COMPACTION OF TRENCHES.
ANY CHANGES OR REVISIONS THEREFROM SHALL BE . _� _ . - _ _ --_- -. - -- �-- -- - --- ----�- ---_. ' f
CONTACT: TOM AND DON SANFORO
M
- _ j
APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST AND WILL DETERMINE THE SUITABILITY OF ANY FILL
ISTIING 6
HE /SHE SHALL SUBMIT SOILS REPORTS AS REQUIRED _ __.._ __.. _ _.. _ _ _ _ .__ _ _ _ ..__ _ . __ ___ _ r �'��""'
% EX" � � 4903 MORENA BLVD. SUITE 1201
FOR INSPECTION. MATERIAL. UPON COMPLETION OF GRADING EXISTING POLLED ` AC BERM SAN DIEGO, CA 92!17
2. THE SOILS REPORT TI TLEDGEOTECHNICAL INVESTIGATION OPERATIONS HE /SHE SHALL STATE THAT OBSERVATIONS CURB 6 GUTTER EXISTING WATER
+ " ESTIMATED QUA MMES
N PARK ESTATES ROSSINI AND SHEFFIELD AND TESTS WERE MADE BY HIM /HER OR UNDER HIS /HER __ _ _
ADSSI I _.�_.___ --- _. __ _. .. .._
DATED MAY 1B.2001 PREPARED BY LANDTECH TESTING AND SUPERVISION AND THAT, IN HIS /HER OPINION, ALL " - �` y ' �' / ' ��
- , CUT 625 C.Y.*
INSPECTION SHALL BE CONSIDERED AS A PART OF THIS EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED co f�
GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE IN ACCORDANCE WITH THE APPROVED GRADING PLANS ` / FILL
100 C.Y.*
WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE - --
IN SAID REPORT. ACCEPTABLE FOR THEIR INTENDED USE. CENTE�LINE _ __ - EXPORT 525 C.Y.*
2. THE CONTRACTOR SHALL PROPERLY GRADE ALL __ _ _ _ -_ -- ._-- _____.____ __- �___. �__ __. _ 1 __..____ _ _.._v_'w____
_.____ ___..___ -_._._ �___ ___.__ _f ___.____ ___. "S ;
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL EXCAVATED SURFACES TO PROVIDE POSITIVE _._. s y S S EXISTING i -
�' _ = _ _ * EARTHWORK QUAN TITIE S ARE ESTIMATED FOR PERMIT
OF SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, DRAINAGE AND PREVENT PONDING OF WATER. ; SEWER LATERAL PURPOSES
ONLY. (CALCULATED ON A THEORETICAL BASIS.
NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. HE /SHE SHALL CONTROL SURFACE WATER AND i PR00gEp ROLLED G PER 5293 -I =EP
SERVICE- - - ACTUAL QUANTITIES�IAY VARY DUE TO SHRINKAGE OR
SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE AVOID DAMAGE TO ADJOINING PROPERTIES OR TO GUTTER PER 5359 -I IE @MAIN 154.75
- - - SWELL FACTORS).
REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. FINISHED WORK ON THE SITE AND SHALL TAKE 1 g 1 - fE 166.8 -
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY REMEDIAL MEASURES TO PREVENT EROSION OF v Ft_ 165 - F iC7.10 3" PVC
- i EXISTING 6" SITEAREA 6611.56 SF
- {) LET _
OFFSITE GRADING. FRESHLY GRADED AREAS UNTIL SUCH TIME AS _ �.__ _______ .___ _ _..___, ...__ ,_ -- � _ T 1 65. : T
- 167.51 PER D - 27 = e - - AC BERM 0 � MOB•
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS PERMANENT DRAINAGE AND EROSION CONTROL _ _ - _
REQUIRED TO PROTECT ADJACENT PROPERTIES DURING MEASURES HAVE BEEN INSTALLED. / _ i !.THE STEEPEST EXISTING
SLOPE IN THE GRADED AREA
GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE TC 161. -- 4 - -
IS 24X (EXCLUDING ANY EXISTING MAN MADE SLOPES).
SHALL BE REPLACED OR REPAIRED TO CONDITION FILLED AND FILL SHALL BE PLACED IN ACCORDANCE 6 5 1 1 S
2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 11.4'(GARAGE)
I EXISTING'SOLOIER PILE 6'
EXISTING PRIOR TO GRADING. WITH STANDARD SPECIFICATIONS. ALL VEGETABLE INSTALL AC PAVEMENfi.DpWY. D E � / W000 LAG
- RE
WALL AND THE MAXIMUM VERTICAL HEIGHT OF FILL IS 4.8'.
MATTER AND OBJECTIONABLE MATERIAL SHALL BE _ _ _ _ _ _ �- - - - 1 APRON (MATCH TO EX PVMT) 0 - - �`-
- - - - "'- - - - - -' 3. A.) AVERAGE DEPTH - VOLUME OF CUT (C.F.)- X 27 e,g 6. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY REMOVED BY
THE CONTRACTOR FROM THE SURFACE r 4" AC OVER 6" AB ' I OF CUT AREA OF CUT (S.F.) 3,686
MONUMENT OR BENCH MARK WHICH IS DISTURBED OR UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL PROPOSED 1 � � FMS !78.27
TW - 4.57'
DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE 6" AC BERM N89 4920 "E 18.4x' N89 .
�' - 41:18'.' , 10.5 FG
BY A REGISTERED CIVIL ENGINEER DA A LICENSED LAND FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL = - -' _ _ _ - .� PROPOSED
SOLDIER PILE B.)AVERAGE DEPTH - VOLUME OF FILL(C.F.) -100 X
LL 7
SURVEYOR. 6 WOOD LAG RET. WA ,
BE SCARIFIED TO A DEPTH OF 6" AND THEN \ L5 5.9TB16 , OF FILL AREA OF FILL (S. F.)
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL TEEPSLOPE OPENSPACE EASEMENT ✓ -
-T - 177.2 TW (MATCH TO EXISTING)
✓ $ . PER STAUCTLPAL WALL PLAN
MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, LINE BEARING DISTANCE T ;,
168. FG
AND - SHALL BE RESPONSIBLE FOR CONFORMING TO ALL SPREAD, WATER, AND COMPACT THE FILL IN STRICT j ✓ �a'� .9 L
Li N62 54'55 "E 26.65' c g68, BEGAN 3" PVC i
LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH ACCORDANCE WITH SPECIFICATIONS. 2x2 X.6' RIP PAP bb'9t�- . ' ' 54
"E 17.69' W/ i3 BACKING ' r �-' .`�'� FS IE (175 5
�� SUE .�,
TO �p AREA DRAINS (TYP)
4 CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED L2 NO 44
STANDARDS, LAMS, AND REGULATIONS.
B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF TO FINISH GARDE TO PRODUCE SMOOTH SURFACES L3 N50 • 20'24 "E 14.29' IE OUT 167.0
�Fs y ,�,�
AND UNIFORM CROSS SECTIONS. THE SLOPES OF •A .c� ; 1E . $ ' ro� /(TO BE LOCATED AT 8' '
(1/2) MILE OF A S F A 0 HU MAN OCCUPANCY Lq N07 22 08 E 12.65 0„�0, 26 CFS a+ 7, $ TB ,. INTERVALS
BETWEEN �o
SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF EXCAVATIONS AND EMBANKMENTS SHALL BE V,,, -2.9 FPS SHORING) SHAPED PLANTED,
AND TRIMMED AS DIRECTED BY L5 N89 58'04 "E 35.93' ,�6 ,..
5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS. SUNDAYS, THE ENGINEER OF WORK AND LEFT IN A NEAT AND \ '' 6 8•.5. T �+
�/' ?; c r h AAWIQK AVE.
AND CITY RECOGNIZED HOLIDAYS. 6 SOO 43'27"W 51.48' 3
m � 8 t �
ORDERLY CONDITION. ALL STONES, ROOTS, AND , L6 c a2`YLWAY
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A OTHER WASTE MATTER EXPOSED OR EXCAVATION , EXIST -M StL- OFD �, �,�, ��'
' 193 5 'F ,h �' 180.37 7W ` i` ,►
PREGRADING MEETING HAS BEEN HELD ONSI TE WITH THE OR EMBANKMENT SLOPES WHICH ARE LIABLE TO OPENSPACE EASEMENT, .� �, _
FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL BECOME LOOSENED SHALL BE REMOVED AND _ , PER DOC. 2000 - 00339 6" PVC .+
168.6 FG
PEAMITTEE. SO THE PREGRADE MEET�NG SHALL ABETOA, AND SHA�� ADUNDED TH E IN WITH AND TOP OF SLOPES / REC. 1 -21 -2000 6 0 !�X'� _ -t '
-; ' 179.75 TW -- - -�-1,�
f ,p + 171.8 FL 168. V-4 v:- SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN GRADING
ORDINANCE. ,, �'� +� -- 176.5 FG `• BRIGHTON
-2770. ,� % . -;i 't '�$ $ ' , Ilt 17.,05
ADVANCE BY CALLING (760) 633 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE vo I .;
a, .nt�� HP 168 .. 7 a _ IE IN 175A AVE.
,.
12
MATERIAL SHALL BE COLLECTED PILED OR OTHERWISE c YARD DRAIN
' -4
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS , ' �' / / �� '� �,�.�, " \
DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS ✓ .fl .c, ,�, ' 6" PVC �
TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH ---' �" � �' 18.75' p (9.1% 12
YARD - 'BRAIN k
PROJECT THE DEVELOPER SHALL SUBMIT TO AND - j i s ,�° • q`' � TG 179.0 i
A NEAT AND FINISHED APPEARANCE FREE FROM , ✓ �'� �� �,-� rtG 176.2 IE OUT 174.5 - w Pvv
. `�` IE IN 177.2
RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE
UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS j ,r , m ' IE 161.7 GRAPH C SCALE
PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND �' =� 4� �m �►'" It 168.6
IE IN i74� '179.57 TW
WITH ALL CONDITIONS AND REQUIREMENTS THE CITY - - i
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH - -- ��� / i �� �� -- J a
�'�
ENGINEER MAY IMPOSE WITH REGARD TO THE HAULING MATERIAL. ,� �, c t' 1 6.5 FG
1 10 _) C) 30 �` ��" VI CIN17 Y MAP
OPERATION. - SAMIS 4 ' ,� ��- / 76.3 GARAGE
•
o NOT TO SCALE
11. UPON FINAL COMPLETION OF THE WORK UNDER THE NOTIFICATIONS NOT A -PART �' m �, �� L i- / PAD =168.1
GRADING PERMIT, BUT PRIOR TO FINAL GRADING ' 4- -
APPROVAL AND /OA FINALRELEASE OF SECURITY, AN i. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY IE 170 7 �,r�" / `4 FF
168.6 !. 179.38 TW
AS- GRADED�'ERTIFICATION SHALL BE PROVIDED PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE t� ^ 176. FG EL 175.9
D TIONOFPMPONSIBLE CHAR GE
STATING: "THE GRADING UNDER PERMIT No. 6997 -G OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO _ -- 6. ,� s �, BUILDING
WALL (PER I
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING '- 12" YA DAAI •, 21.3 CARAT
E BUILDING FG 174.5 R x I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS
It
WITH THE APPROVED GRADING PLAN OR AS SHOWN ON UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: TG 73.8 o PROJECT,
THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER
THE ATTACHED THE AS- GRADED PLAN ". THIS THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY - S C C DEEpE�p
THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE
STATEMENT SHALL BE FOLLOWED BY THE DATE AND MEASURES TO PROTECT ANY EXISTING UTILITIES OR -- 170.8 n Q" v BW I
FOOTING BUSINESS AND PROFESSIONS CODE. AND THAT THE DESIGN IS
SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES STRUCTURES LOCATED AT THE WORK SITE. IT IS THE �' 173.25 FG HP 176.45
CONSISTENT WITH CURRENT STANDARDS.
SUCH GRADING OPERATION. CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING i -� 168. O ,BW 17 .48 TW \ EL 174.0
.0 FBW i F C v 176.5 FG \ \j �6" PVC I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND
EROSION CONTROL OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO 167
ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF ! I \ SPECIFICATIONS BY THE CITY OF ENCINITAS IS
CONFINED TO A
1. IN CASE EMERGENCY WORK IS CONTACT UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: - 174.0 FG PROPO I \ \�
SOLDIER PILE REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK,
TOM SANFORD AT (858) 967 -9316. _ - 166.84 BW EPENED \�/ XiSTING T W00 W D SAG OF MY RESPONSIBILITIES
FOR PROJECT DESIGN.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL B. GAS 6 ELECTRIC (800) 422 -4133 GRADE
BE A. SEWERS - ESD 633 157.0 FBW k E FESSI
- DOTING AC SIDEWALK in I Q pA 0�,
MADE AVAILABLE AT ALL TIMES DURING THE RAINY C. WATER - SDWD 633 - 2848 ; , 17�.5,FG•.; FBW A.
SEASON. ALL NECESSARY MATERIALS SHALL BE D. TELEPHONE - (800) 422 -4133 , - 170.83 BW HP 174.2 HOUSE o,
3" 1
STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO E. CABLE TV - (800) 422 -4133 ;' 167..0 FBW '� F c PAD- 176.5 ' I �'
y P
FACILITATE RAPID CONSTRUCTION OF TEMPORARY _ - , 1 3 ,
DEVICES WHEN RAIN IS IMMINENT. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 1 7 0 _ FG 977.0 F FF 177.0 c�$
SECTIONA A ��`� �� w N o. 29577 m
48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS 170.49 BW_ P) WAYNE A ASCO. RCE 29577 ATE Exp.
03/31/03
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR PROJECT. PHONE: (760) 633 -2770. 167.0 FBW 77.0' F� \ NOT
TO -SCALE
MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING 3 THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS _ �- REA DRAINS (TYP)
174 170.5 FG
B SPOT EL.
INSPECTOR. FOR INSPECTION. PHONE: (760) 633 -2770. ALL WORK r - ! v 1:X� Y- � PA17CI CIV?\-
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE .W- DRAIN VALS BETWEEN
�
1 I I BEHIND WALL BE LOCATED AT 8' PER PLAN Sl 4
� � C� .'_: i.�6� 5.'F _ � IF�
DEVICES TO WORKING ORDER TO THE SATISFACTION OF SUBJECT TO REJECTION AND REMOVAL. 167.0 FBW ) or O
At-
THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING 12° YARD DRAIN 176' 85 F5 ` ACE SOILS ENGINEER'S CERTIFICATE
RAINFALL. ! 0
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION TG 173.8 1 178 96 TW EASEA
6 ' I 8' I, GEORGE GAVI T, ACE 56564, A REGISTERED CIVIL ENGINEER IN THE
CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY WORK TO BE DONE PROPOSED SOLDIER PILE DOWNSPOUT FL 176.05 ` MAX MAX
STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD
ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION S. D. R. S. D. - SAN DIEGO REGIONAL STANDARD DRAWINGS 6 WOOD LAG PET. WALL QCATIONS (TYP) 176
.5 FG \ FG OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING
OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. ITEM S. D. R. S. D. SYMBOL QUANTITY PEA STRUCTURAL WALL :PLAN 1% 1% 1% I
AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE 4 1% TF WAS MADE BY ME OR UNDER MY DIRECTION
BETWEEN THE DATES
EXISTING CONTOURS HP 17' .2 OF AND ONE COMPLETE COPY OF THE SOILS
NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS �/ BEGIN 3" PV 7 . REPORT COMPILED FADM THIS STUDY, WITH
MY RECOMMENDATIONS,
ONTO AREAS WHEN IMPOUNDED WATERS CREATE A PROPERTY LINES - - - - I ZE 178.2 HAS BEEN SUBMITTED TO THE
OFFICE OF THE CITY ENGINEER.
HAZARDOUS CONDITION. PROPOSED RETAINING WALL (C -3) 55 LF I J` 138.76 TW C W,�L FURTHERMORE, I
HAVE REVIEWED THESE GRADING PLANS AND CERTIFY
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE F TG 173.5 + '✓ _- f 176.5 FG THAT THE RECOMMENDATIONS
INCLUDED IN THE SOILS REPORT FOR
APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. PROPOSED SOLDIER PILE & 160.31 L I � SECTIONB =B TYP.) THIS
PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS
WOOD LAG RETAINING WALL �t �' 1% i AND SPECIFIC TIONS.
B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST PROPOSED CONTOURS 400 PROPOSED TEMPORARY --��� \ NOT TO SCALE
DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION CONSTRUCTION EASEMENT ��
OF EACH WORK DAY. 480.0 (SAME OWNER) ) �gQFE�
PROPOSED SPOT ELEVATIONS �-
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE PROPOSED 2:1 FILL SLOPE 174.5 FG �aOE�
IN PLACE AT THE OF EACH DAY WHEN THE FIVE _
(5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PROPOSED 2:1 CUT SLOPE 170.66 BW 167.0 FBW 6 " PVC
I N69'16"33 "W 59.54
PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE PROPOSED DRAINAGE SWALE _ _ �
REMOVEO AFTER EACH RAINFALL. (1 % MIN .) I E 172.0 - - �1rf4tN 6" PVC GEORGE GA I DE R.C. T,
RCE 56564 #56564
10. SHOULD GERMINATION OF HYDROSEED SLOPES FAIL TO PROPOSED MOD.RIP -RAP D- LANDTECH TESTING AND INSPECTION 6-3()
-05
PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES ENERGY DISSIPATOR (0 -40) 2 CY 174.5 F 12" YARD DRAIN Ty E TM PER
STALIC7[AR�4L 2188 SAN DIEGO AVE. SUITE E
(90% COVERAGE) PRIOR TO NOVEMBER 15. THE SLOPES 170.66 W I TG 173.0 I ``� TYP! WALL PLAN SAN DIEGO.
CA
"
SHALL BE STABILIZED WITH PUNCHED STRAW PROPOSED 4 AC PAVEMENT - 1099 SF 167. 0 F W I I G4AA� (858)
338 -7044
INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF OVER 6" BASE CRl.1
THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE PROPOSED 12" YARD DRAIN p 3 EA- d¢ 02 OWNER'S CERTIFICATE
STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. PER NOS
PROPOSED 6" PVC (1X MIN) -- _ 120 LF k I � w ' I (WE) HEREBY CERTIFY THAT A REGISTERED
SOILS ENGINEER-OR
MODIFIED BROW DITCH __ 140 LF I i GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER
CARDIFF SANITATION DISTRICT ENCINITAS FIRE DEPARTMENT S AN DIEGUITO WATER DIST. FF = 168.6 ALL GRADING
ACTIVITY AND ADVISE ON THE COMPACTION AND
,�S $1/ /LT I BW PER STRUCTURAL
i � WALL PLAN STABLE I T OFT SITE.
APPROVED APPROV APPR ' AD.. / 2? L � � � ^� -7 B
Y BY. W -
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