1996-4825 G (Plans) C. 'SOILS ENGINEER'S CERTIFICATE � 4 yz of: i 0 Pup RAP- ^T G�}D aF sw A�.E
1. ALL NORK - SHALL BE Don Ili A WITH THESE PLA1�S. THE 1. ALT. GRADING 3WILL BE INSPECTED AND TESTED BY A QUALIFIED SOILS
I, H DI '5YALI14I' A REGISTERED CIVIL ENGINEER IN THE STATE OF � PJ
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL 1 pti� 'tr% g
STANDARD SPECIFICATION FOR' PUBLIC OR UNDER HIS DIRECTION. 'HE SHALL INSPECT AND TESP THE PUBLIC WORKS CONSTRUCTION. THE DESIGN
14ECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL �� ��� A l
DATE ENGINEER 3 31 1 0 )8 EX1 G CONSTRUCTION STANDARDS JF THE CITY OF ENCINITAS AND THE SAN DIEGO EXCAVATION PLACEMENT
ANO COMPACTIOV OF ?ILLS AND BACKFILLS AND
•-CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE dY ME OR UNDER st GRAME3 BROW AREA REGIOi`AL STANDARD DRAWINGS. ANY
CHANGES OR REVISIONS COMPACTION OF TRENCHES. HE SHALL SUBMIP SOILS REPORTS AS REQUIRED '' 1 ' c' 0� �� THEREFROM SHALL
BE APPROVED BY THE CITY ENGINEER RRIOR TO ANY AND WILL DETERMINE THE tUITAPILITY OF ANY FILL MATERIAL. UPON DIRECTION 9ETWEEN
THE DATES � AND (,{J�TZZ� DITCH AI.ON� TOP
� - ' �� � `OMPLETE COPY OF THE SCiLS REPO T COMPLIED FROM THIS STUDY WITH MY �'' 1
i � ,' 3 � REQUEST FOR INSPECTION. COMPLETION OF GRADING OPERATIONS dE SHALL STATE THAT INSPECTIONS RECOMMENDATIONS, HAS aEEN
SUBMITTE , �,u"'r - p� - D TO THE OFFICE OF TH .. CITY AND TESTS WERE MADE BY
HIM OR UNDER HIS SUPERVISION AND THAT IN HIS / �'� � '� ENGINEER. FURTHERMORE, I dAVE REVIEWED THESE GRADING PLANS
-ND Z. THE SOILS REPOR T ED L Rim K�. SIDEi4 PREPARED. BY � `•'7 OPINION, ALL EMBANKMENTS AND EXCAVATIONS NS WERE CONSTRUCTED IN
'O.t RE R'EFGR. "�Q $IOC, PLO FOIL � 7 �DpIETQAI E.W6 DATED SHALL BE CONSIDERED AS A PART OF ACCORDANCE WITH THIS T HE A.rROVED
D GRADING PLANS AND THAT ALL EMBANKMENTS C RPORATED IN THE GRADING ANS ERTIFY TRAP THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT e
' GRADING PLAN. ALL G N SHALL BE DONE IN ACCORDANCE WITH THE AND EXCAVATIONS ARE ACCLFTABLE FOR THEIR INTENDED USE. THIS PROJECT HAVE
SEEN INCO PL AND P 615E Wkll. FANG 1ACA� •` • _ i C S LIMITS MITS 6F
SPECIFICATIONS. � LAAI )f$fc Q-✓ �0 70 ��STfC _4W(CAG S4&jkj�IAG Au- FT % WV 5 = 3 0 C MIN. 1lJT q ;
t � RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. `°r�o_(75/_P 7 q�_ GROViVl7 . V SC t 5 G•
GM01ING COQ• 2 . THE CONTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO �/ J I VW j�G7' T C,E., r , � •3. APPROVAL OF
IRIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF MATER. HE SHALL $ Y / I IidIT9DL�To �)I&'
�G ' � � � , SIGNE CATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS CONTROL SURFACE WATER AND AVOID DAMAGE
TO ADJOINING PROPERTIES OR DATE: I ( �iZ TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO
PREVENT EROSION OF FRESHLY GRADED A g� NO, EXP. DATE. + �� WITHIN STREET RIGHT -0F WAYS.
SEPARATE APPROVALS AND PERMITS FOR ; y,�l�l � 3� �� piSH � � = � F - REAS UNTIL SUCH TIME
AS n -�--- q I = ' � THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. -T
y� 1 . , ; , , pqa _• 2 3 . PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN Na 46174 INSTALLED.
- u., tCH WA 5 2,� 11 .;; ,�H � 4: *RIZIEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING.
C EX - p ti •31 T RV c,TEO � tAlJ6 ONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO 3. ALL AREAS
TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL pF Gh 1 ST i N L S PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. AEIYTHING
SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL F 19'5 - s _ +r DAMAGED OR DESTROYED SHALL BE REPLACED
OR REPAIRED TO CONDITION VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE DECLARATiON OF RESPONS IBLE CHARGE CA��
y � CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. I b(ryp. ti � w EXISTING PRIOR TO GRADING.
LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM CI� _ � - , "` - -' • the ^'r£2 ,�ouup
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY !lOISUMERT OR BENCH NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF
_ _ - - _ _ e.EAeM PILED -` !SARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND 6" AND THEN COMPACTED TO A MINIMUM OF 90
PERCENT. IT SHALL BE THE I HEREBY DECLARE THAT I AN TAE �R OF WORK FOR THIS PROJECT, !! � - - -- \13EYo�b OVEK&=-
REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE THAT
I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE �f - 5 R _ � �� UMIfS � pERt SURVEYOR. FILL IN STRICT ACCORDANCE
WITH SPECIFICATIONS. PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS ISrj� :�� _ �- _ E�yLr _ _ _ - Sons
E/JGJV8EzS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. ,� pIgEC.riom 1
=: � 7. THE SHALL DESIGN, CONSTRUCT AND MRINTAIli ALL SAFETY 4. CUT AND FILL SLOPES
SHALL BE CUT AND TRIM ED TO FINISH GRADE TO s - , 1� &FINE GRADING
DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF I ONDERSTAND
THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIS �',� (I�p c _ _ _ r TO ALL LOCAL STATE AND FEDERAL SAFETY AND HEALTH STANDARDS
LAWS EXCAVATIONS AND S SHALL BE SHAPED,. PLANTED AND TRIMMED AS BY THE CITY OF ENCINITAS 15 CONFINED TO A REVIEW ONLY AND ;�ltS ,'�T
�� � � (fttT�c of sW> AND REGULATIONS. I
DIRECTED BY THE ENGINEER OF WORK ,AND LEFT IN A NEAT AND ORDERLY RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT
�QC� (- � O CONDITION. ALL STONES ROOTS AND OTHER WASTE MATTER EXPOSED OR DESIGN. • .�' iG - - 9.
GRADING AND LtUll ?MtNT dPERATIPG WITHIN ONE -HALF (1/2)' !TILE OF EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED
� 3 00 $ 7 ` % � - � PARc.EI. L
A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES THE SEA
BRIGHT COMPANY � _ ' • - •- • Pt-% Z ^ HOURS OF 5:30 P.M. AND 7.30 P.M. NOR ON SATURDAYS, SUNDAYS AND CITY SHALL BE
ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 4322 SEA BRIGHT PLACE ' o9 RoFESS+o, A /�` �f r j ; . _ WAU* . � RECOGNIZED
HOLIDAYS. NAB CARLSBAD, CA . 92008 0. E l }. S. ALL TkLTS, BRUSH, GRASS AND OTHER OBJECTIOLE 1AMIAL
SHALL 619/720 -0098 c BE COLLECTED �R 4 G, OF OFF THE SITE BY THE 9. 90 GRADING OPERAT?ONS SHALL C
144ENCE UNTIL A NMGRXv1 MEETING , PILED OR OTHERWISE DISPOSED HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY ' CONTRACTOR
SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A ARE/Q or U HEAT AND FINISHED APPE:ARANt.E FREE FROM ONSIGHTLY DEBRIS APPROVAL
. BY: V DATE: Exp. s ILS h1EJ�T�� ,41 INSPECTOR, C1ViL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND
• s PEFMITTEE. THE PREGRAUE MEETING SHALL BE SCHEDULED WITH THE CITY ,OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER
_ F:XP. @ ��� ��� 3 •�. EtLI�PREvtt�uS GRACt1�G 3 .� 1� , � AT LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633 -2770.
s :: AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. RCE: RO [•5ER• 1 O Sv l cuP ' O i f OF CA�1� - ' lei
6) FLAIR
10. PRIOR TO HAULI'N'G *DIRT OR CONSTKrT _ TIOR MATERIALS T+0 ANY � � Foot WA k- - '-
- .• _.. PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE QEVELOPER SHALL a' J !? COTtE SUBMIT TO AND RECEIVE APPROVAL
FROM THE CITY ENGINEER FOR THE � � 2 or RIP 1h ._ 1. ALL SLOPES SHAD BE PLl1NTSD AND IRRIGATED IN ACCORDANCE
WITH goat Vvww .&Mm PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH H ALL PLANS APPROVED BY THE CITY ENGINEER.
PLANS SHALL CONFORM TO THE l� GRA e 0 ow 0 - � CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH CITY
OF ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND C CATS REGARDS TO THE HAULING OPERATION. IRRIGATION STANDARDS.
N S A _ _RAY 11 UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING P'ERMIT. BUT W ATER- LAIV -" L PRIOR TO
FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, 2 • FIlIISH GRADING AND PLANTING SHALT' BE aiCC01�lPLISHED ON ALL STAPES
n ERTIFICATION SHALL BE PROVIDED STATING: "THE GRAD LNG PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES I (WE) HEREBY CERTIFY THAT
A REGISTERED SOILS ENGINEER GEQLAGIST 150,
AN AS- GRADED C 48ZS HAS 9EEN PERFORMED IN SUBSTANTIAL GRADED BETWEEN OCTOBER 1 AND APRIL 15. HAS BEEN OR WILL BE RETAINED TO SUPERVISE
OVER ALL GRADING ACTIVITY P(ACSE S
N AS PERMIT ER AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. A r,.•0 114'1 RWA�S U P CONFORMANCE WITH
THE APPROVED GRADING PLAN OR AS SHOWN ON THE _. . ��� OOlQ1'1�dL Dp�q•E : T ATTACHED AS- GRADED PLAN THIS
STATEMENT SHALL BE FOLLOWED BY THE , DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH 1
I - f 2 - E GRADING 1. IN CASE 'EMERGENCY WORK IS REQU21ZEfl, CONTACT T6SF -" SOuV0 OPERATION. LVKE RHEE
- �- � 1 tgOJ
AT 61' X20 - OO°l$ •CPA - 79 32 ?2� vuAt'E' �tt+� #'"' 3t. GMP !
SHALL BE !RODE . Joyee Rhee ss r E s T 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK
- - AVAILABLE AT.ALL TIMES 'DURING THE RAINY SEASON. ALL NECESSARY OroVf �E!"• A PER1plTTTEE: Lucre _
- - " C-Y i S 1. THE EXTSTENCE AND LOCATION OF UN ND DERGROU UTILITY PIPES AIM MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT
LOCATIONS TO 2844 UnIcornio Suet � �. N o 7q _
ERE STRUCTURES SHOWN ON THESE PLANS W OBTAINED BY A SEARCH OF FACiLiTATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN iS Caisba
d, CA 92009 _ O { 9 3 5b - QAT�'h AVAILABLE RECORDS. TO THE BEST 'OF OUR KNOWLEDGE THERE ARE NO EMINENT.
'�- - - Fs`XISTING UTILITIES EXCEPT AS SHOWN ON THE PLANS, HOWEVER: " 1122 Via Of FeRcRa : , :;
1�,e 4 3 . DEVICES SHM ON PLANS SHALL NOT BE MOVED OR NODIF7ED WITH OUT C I '' 1 QO PR1/T. THE CONTRACTOR IS REPAIRED
TO TAKE DUE PRECAUTIONARY MEASURES TO THE APPROVAL OF THE ENGINEERING INSPECTOR. PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK
ASSESSOR PARCEL if 264 -151 - 31 ESM I
SITE. IT - IS THE CONTRACTOR'S' RESPONSIBILITY TO CONTACT THE 4 . • THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO
�,� ,. �.? 114 _ FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO , ANY WORKING ORDER TO THE SkTISFACTION OF THE CITY
ENGINEER AFTER EACH LEGAL OL SCR1P1701V: !� 1 of P9 * 2514 SOG c �'�`� ' . 1c15T, Q v 00' EXCAiATION FOR VERIFICATION AND
LOCATION OF UTILITIES AND RUN -OFF PRODUCING RAINFALL. V�1UL.T A �NOTIFICATION 0TIFICATION OF COMMENCEMENT OF
WORK. . 1'E LEPHOW E PEDESTAL � 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL
PAR A. SEf7ERS - N. A. (S I- PT I C) MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED ELECTRIC - SI)G is R.v C�`
�• f IZ3 G DLNG OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE S�oPE 2:IM�k PAC � -��FIL B. GAS
4 44� CVT 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY � 16 GRAMb q AC. �oGRtiO {rACATlO"s•
Stt3P1NC, •I PIM. " Z Z 8 C. WATER - ouVSw 14 A1#4 ?A". WA - Teq. bVsT - t 7M' �, b 'PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED
�• iLL S�PE (2; I MAX _ z• SeKM VA HEK�IT �v. (bRt LA Q
WATERS CREATE A HAZARDOUS CONDITION. \ J 16 ' AC E GR v. Werocfw _ - ' N•A. . TELEPHONE
- pAGIPIG = ROGER w &I 489 3�°� �` ' A' -4.471 S'TIN CON TOUR --- -�18 / �c f �,,����
•1 0 -2•�7 N•A. N.A• 7 . ALL EROSION CONTROL MEASURES PROVIDE D PER THE APPROVED GRADING ' ST • 3.339• ' Z -0 5.5
.33 - `•0, q O, .•4
D 8rG1 -�- S. CAB 3 LE Tv - NONE PLAN SHALL BE INCORPORATED HEREON
. 5.33 =60' 1.3 5. � s Q 2 . CONTRACTOR SHALL NOTIFY THE CITY ENGINEE• S' OFFICE 411 HOURS • . GRADED
AREAS AROUND THE PROJECT PERIMETER MUST ' DRAIN AWAY FROM Z ST I2lKTU IZ,q � - sECS �� 3.3 (�. 0 s f . - 4 6 ? � -
3 3 0 W PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: 619/633 -2770. T P= SOILS E*GIA)eE(Z, (6147 1.3
7.0 THE FACE OF SLOPE AT HE CONCLUSION OF EACH WORK DAY I-ART+�EN S1NAl.E i� °MIN �� � 3 3 7.0 %
� b.3 (..0 O' U ICE 15 COwI f � 5.3
, 0 �. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOT Oil CALLS FOR 9. ALL DC. VICES SHOWN SHALL ,B FIu 1sNE O
E IN PLACE AT THE CONCRtT'E F,t,',,. � Mi I. "t TC UPOL164T "'' INSPECTION. PHONE: 619/633 -2770. ALL WORK PERFORMED
WITHOUT END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PRG6ABILITY BENEFIT OF INSPECTION WILY BE SUBJECT TO REJECTION AND REMOVAL. FORECAST
EXCEEDS FORTY PERCENT (40$) . SILT AND OTHER DEBRIS SHALL • Z &t
BE REMOVED AFTER EACH RAINFALL . 1 F LO b 9- �-' 5' 7 !A2 1 2
Q' 75 BROW 01 Y- t EERIr1 SWi �NoE�GRo f-804 ND AVER 9 2 41 �3
10 . SHOULD GE V4MATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE DA y L I TE LINE _ 1 E ACAL _
(s PLOW V te-W) ENVIRONMENTAL DATA fn m EFFECTIVE COVERAGE OF GRADED SLOPES (904 COVERAGE)
PRIOR TO NOVEMBER 15, THE SLOPES SHALL . BE STABILIZED WITH PUNCHED STRAW o000o A� �t_dC RE WAu. �0 ? SAMb BAGS
N10013L . �
INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND +� = RETAINiNG, WALL $y: KE TAiu
ING W ALL S CA• PLANE- � W SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF �txC " A•A 1531 CeRANO AVE
SAN MA1;G05,U1• , ° !�•( co 1) Steepest Existing Natural Slope On -Site - SOS ISOLA - CONSERVATION. A.C pRl VEwAy
) co �11J C� ` � �� o!o'�t'• Gp►�wLArt PAO's w� uwE (C^Lts T„ CfCF,t.I. ° , . 2 Maximum Vertical
th of Cut De = g' AT REAR 'SEA * EARTHWORK: SI1E � � o LEZTE� oA - 11 E - EomE ns , stc.TiON � Br15 p
C rt Nttil' t,�0 CoRADI N CO PLA►J RE�1 I Eta �. a.0 W L � r 1A a zola _* 9 -1'14 p Fay
V 11 3 - Rr AR WALL X- S E c. 101X[ � S 1 � A "i I G 1, 1 10' N �
= ' = ,. � i ;T IV��° Q
3) Maximum Vertical al Depth of Fill 8 CUT _ $$Z C.Y . \1 i = q0 Z.0 ZOB.LT Tw z
FiLL = 88Z C.Y. �3T►L �C, l. PF 4 b'i5o i = 3.53 } Avers
• � sT COMMUiJITY DE�IELoPMEN'f S.fl.C.AUNTY H�.AL'T1•t DEPT. IMPORTiEXPORT 0 C.Y. - h 1- s�aiw.wR.
.. � , :.,:, . -� •� •`:� . ce�R,os� (n g a Depth of Cut = 68Z X Zj -L =
C
Z C E- EyCC. P F_COM. x PAG'Y 505 Z- C•Y. sITE C W111tt»ss JAw zAry4V U_ D
Z
° 6R .,. * EARTHWORK QU TITIES ARE CALCULATED ON A THEORETICAL BASIS AND .-�
E { :t tftssuee • -\? SLOE W (/) S) Average Depth of t-1' H - WQ x Z . 1&0O 3• 3 ARE UTILIZED FOR PERMIT AND
ENVIRONMENTAL PURPOSES ONLY. ACTUAL ' s arA c/+T�Li N`• 5 •g 6 OFF �" 0 � QUANTITIES MAY VARY DUE TO UNFORESEEN
LOSSES, SHRINKAGE AND /OR . �6- t4%S5S3 lei sO.K. 5 �' W W
PP ROVED 4 • u A. Y !'P.i� OVEO 6y SWELL ING . ACTORS . v' C I �� ' 1" A
P (2 Z Qt o /l Z� F NT W ALL sEcT 0 O
DA , -� -�� x _ 6 C� . REVISIONS APPROVED DATE REFERENCES
DATE BENC i MAW SCALE SPECIAL DUCT .MTROVALS CITY �OF ENCINITAS PUBLIC WORKS DEPART`.1ENT DZA`1 "JG `!O.
W Q 0-
REVISE GAAD)Wro- Mb WAS - CNISELED 5q. ON TOP HEADWALL- -S.W. ILUCIUITAS FIRE PROTECTION PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED
AP OVED GRAD)WG y EROSION CONTROL PLAN FOR
y T7 CORME2- Ii►IT'EfLSECTION EL CAMINO DEL. • �p(� �rP v1-t� = �� DATE .: 0 0 6 BY: BY: p
$Z G
AS BJELT O"43 E Etc. 4 6 98 N i RA SAkrrA► M RO MORiZQ R E•"'l T E E_ RE SI D E N C E 5Aµ DIEGO CO.
VE>�1'. COisZ aC- 0&7 NY : •t / ? - z 96 R.C.E. NO.: Z�2 /2.13- 9,C vERVERTICAL N� DATE: DATE: PAR C.EL
1 OF PK X579
WORK PROJECT NO. APN Z&4- I S 1- 3 1 SHEET . AE EXP.
� 0 F 1