1997-5037 G Street Address
--- - - - Serial erial #
Name Description
Plan ck. # Year
PASCO ENGINEERING, INC. G �� f,
535 NORTH HIGHWAY 101, SUITE A
SOLANA BEACH, CA 92075 i : w&?
(619) 259-8212 WAYqE A PASCO
it CE; OFCiF! �t:&�
FAX (619) 259 -4812 ; ENGIn � F C' l , L
�.-- Mw
February 6, 1997 PE 389G11
City of Encinitas
505 So. Vulcan Avenue
Encinitas, CA 92024
Attn: Blair Knoll
RE: LOT 11, MAP 13352 -ARBOR HILLS ESTATES
HYDROLOGY & HYDRAULICS
Dear Mr. Knoll:
The purpose of this letter is to address storm flow runoff impacts on the above referenced
Lot 11.
The grading design incorporates surface swales to intercept, contain and convey the runoff
to the existing drainage system. There is one 12" x 12" area drain shown that intercepts
swale drainage for approximately 1/2 of the lot. A 6" PVC pipe then conveys the
intercepted flows to an existing trapezoidal channel.
All of the storm runoff intercepted and conveyed in the swales and pipe originates on the
lot. There is no offsite contribution to the storm flows.
It is the professional opinion of Pasco Engineering that the surface drainage system
together with the 12" x 12" area drain and pipe is adequate to intercept, contain and
convey Qioo to the points of discharge shown on the corresponding grading plan.
If you have any questions regarding the above, please do not hesitate to contact us.
Very truly yours,
PASCO ENGINEERING INC. oQ YOFESS /p
A.
Wayne Pasco, President No 29'57
RCE 29577 Exp. 3/v 1/99
(J:�X CIVIL
q�C.' � • � es' .
i
VINJE & MIDDLETON ENGINEERING, INC.
2450 Vineyard Avenue, #102
Escondido, California 92029 -1229
Job #96 -177 -F Phone (760) 743 -1214
Fax (760) 739 -0343
June 11, 1997
Kennedy Development of California, LLC
Attention: Mr. Mike Galey
7720 El Camino Real, Suite 2L
Carlsbad, California 92008
CONFORMANCE LETTER FOR THE REGRADING CONDUCTED ON LOT #6
AND LOT #11, PORTION OF A 14 LOT SUBDIVISION, CITY OF ENCINITAS TM
#90 -155. OLYMPUS STREET, LEUCADIA
The following listed documents were reviewed in order to provide this conformance letter:
1. "As- Graded Compaction Report For Lots #1 Through #14, Proposed 14 Lot
Subdivision, City Of Encinitas TM #90 -155, Olympus Street, Leucadia ", dated
January 2, 1997, prepared by this office.
This recent grading operations consisted of lowering Lot #6 by approximately 1 foot, and
changing Lot #11 from a split level lot to a single level lot.
As of the date of this letter, grading operations for the above referenced lots have been
completed. Constant observation and appropriate laboratory and field testing were
conducted during fill placement during the grading operations of these lots.
Site preparation and grading were conducted in substantial conformance with the Grading
Ordinance for the City of Encinitas and the "Preliminary Geotechnical Investigation" report
dated March 15, 1990, prepared by ICG Inc. All inspections and testing were conducted
under the observation of this office. In our opinion, all embankments and excavations were
constructed in substantial conformance with the approved grading plan, and are
acceptable for their intended use.
A final as- graded compaction report will be issued upon receipt of an as -built grading plan.
All recommendations put forth in our "As- Graded Compaction Report For Lots #1 Through
#14, Proposed 14 Lot Subdivision, City Of Encinitas TM #90 -155, Olympus Street,
Leucadia ", dated January 2, 1997 shall be adhered to.
Kennedy Development Of California, LLC
Mr. Mike Galey
Lots #6 and #11 Regrade
June 11, 1997
Page 2
If you have any questions or need clarification, please contact this office at your
convenience. Reference to our Job #96 -177 -F will help to expedite our response to your
inquiries.
We appreciate this opportunity to be of service to you.
VINJE & MIDDLETON ENGINEERING, INC.
�Q�OrESS
NLCO�
W 'If
Z No. 863
* c,,Ezp.12- 31.97 k
lhefpf sf �rf C Hti� ,�'�
M. OF C
Vinje 9lF AS ;F���
GE #863
RMV /MPR/mmd
Distribution: Addressee (4)
mpr\fi11contl9&1774.03
VINJE & MIDDLETON ENGINEERING, INC. 2450 Vineyard Avenue, #102, Escondido, California 92029.1229 Phone (760) 743.1214 Fax (760) 739.0343
SOIL TESTING PERC TEST SOIL INVESTIGATIONS GEOTECHNICAL INVESTIGATIONS
C I T Y OF E N C I N I T A S
ENGINEERING SERVICES DEPARTMENT
505 S. VULCAN AVE.
ENCINITAS, CA 92024
GRADING PERMIT
PERMIT NO.: 5037GI
__� a= ssssssssssssa= sssssssasssaassssa�ssasss= asssssssoossasas�asssssssssssss�s
PARCEL NO. 254 -600 -1100 PLAN NO.: 5037 —G
J SITE ADDRESS: 1426 ARBOR CT.
ICANT NAME KErNJEDY DEVELOPMENT OF CALIFORNIA LLC
ING ADDRESS: 7720 EL CAMINO REAL #2L PHONE NO.: 760 - 634 -3646
: CARL3BAD STATE: CA ZIP: 92009 —
RACTOR : MIKE SCOTT GRADING PHONE NO.: 760- 753 -1579
NSE NO.: 353045 LICENSE YPE: A
NEER PASCO ENGINEERING INC. 0 NO.: — 259 -8212
IT ISSUE DATE: 6/02/97
IT EXP. DATE: 6/02/98 PERMIT ISSUED BY:
INSPECTOR: TODD BAUMBACH
- -- --------------- - - - - -- PERMIT FEES & DEPOSITS ----------------------------
1. PLAN CHECK FEE 700.00 4. INSPECTION DEPOSIT: .00
2. INSPECTION FEE 299.00 5. SECURITY DEPOSIT 5,975.00
3. PLAN CHECK DEPOSIT: .00
------------------- - - - - -- DESCRIPTION OF WORK -------------------------------
EAR THWORK/DRAINAGE IMPROVEMENTS /EROSION CONTROL TO ALLOW CONSTRUCTION OF
1 A SINGLE FAMILY DWELLING ON LOT 11, TRACT 90 -155, A MAJOR SUBDIVISION
OF 14EA RESIDENTIAL LOTS. LETTER DATED JUN 02 1997 APPLIES.
- - -- INSPECTION ---------- - - - - -- DATE -- - - - - -- INSPECTOR'S SIGNATURE - - --
I ITIAL INSPECTION
c, MPACTION REPORT RECEIVED
GINEER CERT. RECEIVED
UGH GRADING INSPECTION
INAL INSPECTION
-------------------------------------------------------------------------------
I HEREBY ACKNOWLEDGE THAT I HAVE READ THE APPLICATION AND STATE THAT THE
INFORMATION IS CORRECT AND AGREE TO COMPLY WITH ALL CITY ORDINANCES AND STATE
WS REGULATING EXCAVATING AND GRADING, AND THE PROVISIONS AND CONDITIONS OF
ANY PERMIT ISSUED PURSUANT TO THIS APPLICATION.
SIGNATURE DATE SIGNED
Co3H - 3 Co 48
INT NAME TELEPHONE NUMBER
IRCLE ONE: 1. OWNER AGENTS 3. OTHE
JUN -11 -1997 11:17 6192594812 P.02
PASCO ENGINEERING, INC.
535 NORTH HIGHWAY 101. SurrE A
SOLANA BEACH, CA 92075
(619) 259 -8212 WAYNE A. PASCO
FAX (619) 259-4812 R.C.E. 29577
June 11, 1997 PE 389C6/CI1
City of Encinitas
505 So. Vulcan Avenue
Encinitas, CA 92024
Attn: Hans Jensen
RE: PAD CERTIFICATION (GRADING PLAN #5037 -G)
and (GRADING PLAN #3304G LOT 6)
Dear Mr. Jensen:
Please be advised that on June 10, 1997 this office field checked the above referenced aded ads.
e
�' P
The average pad elevation was found to be as follows:
Lot 11 - Grading Plan No. 5037 -G, field elevation 166. 0, plan elevation 166.0
Lot 6 - Grading lan No. 3304 -G field elevation 184.0 plan elevation 8
� , p o 1 4.0
within acceptable tolerance per Grading Ordinance 23.24.030R-
Should you have any questions or comments regarding the above, please do not hesitate to contact this
office.
Very truly yours,
PASCO ENGINEERING, INC.
® Joe Yuhas, L.S. 5211�'�
Director of Land Surveying i D un
r O
JY /js �� No. 5211
` A
I-IFQ4'.
TOTAL P.02
PASCO ENGINEERING, INC.
535 NORTH HIGHWAY 101, SUITE A
SOLANA BEACH, CA 92075
(619) 259 -8212 WAYNE A. PASCO
FAX (619) 259 -4812 R.C.E. 29577
November 11, 1997 PE 389
City of Encinitas
505 So. Vulcan Avenue
Encinitas, CA 92024
Attn: Todd Baumbach
RE: FINAL GRADE CERTIFICATION FOR LOTS 10, 11 & 12, TM 90 -155
(ARBOR COURT)(3304G)
Dear Mr. Baumbach:
Please be advised that on November 11, 1997, this office field reviewed the grading on the
above referenced lots and have found that said lots have been graded substantially in
conformance to Grading Plan 3304G to provide adequate yard drainage. Additional yard
inlets have been added at miscellaneous locations to facilitate drainage.
If you have any questions pertaining to the above, please do not hesitate to contact this
office.
Very truly yours,
PASCO ENGINEERING, INC.
L; ;— - - / 7 �
Joe Yuhas, L. S. 5211
Director of Land Surveying
JY /js
'0 tip,ND s�•,�
C.
q
V
—4
No. 5211 'c
_7
-
GRADING NOVS N077FICATIONS
LEGEND ENWRONMENTAL NOTES: LESGAL nil LOT 11 OF MAP 13325,
PTION
ALL WORK: SHALL E:IN'..,ACCORDANCE:WITH,THESE ENCE �AND LOCATION OF UNDERGROUND UTILITY 'PIPES CITY OF ENCINIT-AS
:BE,DON' PLANS I �-.THE EXIST
- AREA I S*A(ALL:-. M
SAN DIEGO REGIONAL STANDARD DRAWINGS IN THE GRADED.
S.D.R.S'.O..
THE,STANDARD SPECIFICATIONS FOR PUBLIC WORKS PLANS WERE -OBTAINED BY A
AND,STRUCTURES SHOWN ON THESE I THE STEEPEST EXISTING SLOPE AN MADEY,
CONSTRUCTION, THE.DESIGN CONSTRUCTION STANDARDS OF. THE SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR (EXCLUDINGAND EXISTING MAN
MADE SLOPES)
vl�
CITY OF ENCINITAS AND THE SAN-DIEGO AREA REGIONAL KNOWLEDGE THERE ARE,NO EXISTING UTILITIES EXCEPT AS SHOWN: S.D.R.S.D.,
-600-1, -00
254
'HE MAXIMUM
STANDARD DRAWINGS. ANY, CHANGES OR REVISIONS THEREFROM' ON THESE PLANS- HOWEVER: ITEM NO.� SYMBOL THE MAXIMUM VERTICAL.DEPTH
OF:CUT-IS AND I
I`
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY
VERTICAL HEIGHT.OF FILL
ED. TO TAKE�DUE PRECAUTIONARY
-REQUEST FOR INSPECTION. THE CONTRACTOR IS REQUIR
SIV "JIM
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCT PROJECT BOUNDARY 3. A,), AVERAGE DEPTH VOLUME OF -CUT '=,Z251
URES ARBOR COURT. ENCINITAS.,, CA.
1426
'THE SOILS REPORT TITLED'- �1 171-804euq 0, LOCATED AT THE WORK SITE. ITr IS, THE CONTRACTOR'S
2 OF CUT AREA OF CUT (S F
;e-MA70Arp - /,,I Zolr .64 r .5re56_4ff1-XW E S P 0 N S I B I L I T Y TO CONTACT'THE,FOLLOWING RESPONSIBILITY-TO EXISTING PROPERTY'LINE8
PREPARED BY D A T E 0 AA149Wr 14997, AND UPDATE CONTACT AVERAGE DEPTH VOLUME OF FILL
THE FOLLOWING OWNERS OF SAID UTILITIES OR (C. F J,
UC
-CONSIDERED AS A STRUCTURES NY EXCAVATION, FOR VERIFICATION AND
LETTER DATED MARCH 29, 1991 SHALL BE PRIOR Tor A EXISTING*CONTOUR8: OF FILL AREA OF FILL (S. F OMIER)MMIT'
IEV KENNEDY DEVELOPMENT OF CALIFORNIA
PART OF THIS GRADING PLAN. ALL GRADING SHALL,BE DONE IN -LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF
7720 EL CAMINO REAL, SUITE 2M
ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIF IGAT IONS
GRADING LIMIT LI LA COSTA, CA 92075
"0
WORK' PROPO S E D V
Al Z.,4 or
' �t, Z�/
CONT AINED I N S A ID REPORT, e
/A r#6 e1(5Hr_
A . SEWERS PROPOSEO CONTOURS
COUNTY WATER:. DISTRICT
3;. THIS PLAN�OOES NOT,'CONSTIrTUTE-,.APPROV`AL ' OF
AT=n Q1 1A
4161e 5Y,4U A725 1:KMeAfW 710 rhlf a" IF a-aw %W%rf-w 1w it I wa-U&
A11r
&
SIZES, LOCATION AND TYPE OF.DRAINAGE FACILITIES, NOR OF B GAS ELECTRIC - (800) A22-4133' , .PROPOSED,SPOT ELEVAT ON'S;
CUT 1,000 C-k Y
�IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS SEPARATE FS..
: PERMITS FOR THESE SHALL BE REQUIRED IN Alv)ele
SOWD IW45 lel6qj- 6�e*_ k W
C WATER,,, 683-2848. PROPOSEDGRAVEL.-BAGS"
CONJUNCTION WITH IMPROVEMENT PLANS. 4 r0,41r ? 0qCr0.je! 111,4ZZ 06
r,41A1 4 1:'KCtW1,r )rO-e
FILL Y.
c
-A
_
0. TELEPHONE' (800) 422r-A 133
'WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE PROPOSED'2: i FILL SLOPEf' Y
EXPORT 1,600 C. Y.
GRADING.. E.- CABLE TV (800) A22-4133
UT SLOPE 7V 1A1-61cC<,r140A1 A6 Y rMiE 04e 4t rX
PROPOSED 2A C
y 2: IYCUT
�ero _61-1.4Z4 e101VoOL Y 01171-1 rllZS ?4 Ag& /�704 4 (16C
5.: CONTRACTOR SHALL ANY NECESSARYrPRECAUTIONS- REQUIRED r- .2.1 CONTRACTOR SHALL NOTIFY THE CITY ENGINEER OFFICE AB 104MIN
PERMIT PURPOSES
- - - -- - - 1",4 4W4f 19*4 �*916 Alec. EARTHWO rtu ^I I A ES ARE ESTIMATED FOR,
PROPOSED, DRAINAGE SWALE' N
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT N N u
u /A I I I I
ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL
TI�J6 P,4 0 LE Y.4 no AJ 5
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR PHONE: (619Y 633-2770. 6XI 171
2 � U H Z I
�aS^AA6�,4Z z Y-DIIE TO- SHRINKAGE- -OR SWELL- - FACTO
Nv MAY VAR*1
FL 0
IVIA-17 to, I eloAl"e5crIO&I 014' e4a 5 . 4 . 140
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING.
3. THE CONTRACTOR SHALL GIVE 24 HOURS'.NOTICE ON CALLS FOR LOT 1 &P_�AE)Er,)
/ 6r z 6p�opzow- S1.7S 4AA0'07;q J06 je DWO. 3304 - 0.
6. DEVELOPER SHALL BE.RESPONS'IbLE.THAT ANY MONUMENT 00 INSPECTION. PHONE: (619) 633-2770. ALL WORK PERFORMED
1,859 rO
COA10 -Z 00,e,4eS,4
iBENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO
:_:�ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER, REJECTION AND REMOVAL.
�OR A LICENSED LAND SURVEYOR
104felf 1'eW4e5W 0 S. 'o
CONTRACTOR SHALL DESIGN9
-7. CONSTRUCT MAINTAIN ALL
r 1 eg'? .5.
SAFETY DEVICES, INCLUDING SkORING, AND SHALL BE,
Solis EMINSE" E&H I TE,
Z, 304 5.1
RESPONSIBLE FOR CONFORMING To A L L LOCA L STATE AND
Be IAI
� eoe <Q5: 7 FEET
: 5C
FEDERAL SAFETY AND. HEALTH STANDARDS, LAWS AND m
A REG ISTERED C IVI L ENGINEER IN THE STATE OF, GRAPHIC
REGULATIONS. 6WIWIA14 Alelc? M, r !!W�
CALIFORNIA. PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL
MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL 10 20'
60 80S
B.
4 0
44 GRADING AND EQUIPMENT OPERATING WITHINrONE-HALF 11/2) 1 1 9 6
CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY
MILE OF A STRUCTURE FOR HUMAN CCUPANCY SHALL NOT BE r DIRECTION BETWEEN THE DATES AND ONE COMPLETE MW-y - aM04' 0147
- SOILS REPORT COMPILED FROM THIS STUDY. WITH MY
CONDUCTEDr BETWEEN THE HOURS OFT 30 P. M AND 7: 30 A. M. COPY OF THE fl
-NOR ON-SATURDAYS, SUNDAYS AND CITY
RECOMMENDATIONS ED TO THE OFFICE O
Y THAT THE
LL COMMENCE UNTILrA PREGRADING INCLUDED IN THE SOILS REPORT FOR THIS PRO'
9.,_� NO GRADING.OPERATIONS SHA RTIF
Jr
ENGINEER. ALONG W FURTHERMORE,
E FOLLOWING PEOPLE
JECT
VE 6
rliz 4-e6 0 S. A' 4ff X Hr 0 4=
PRESENT: CITY INSPECTOR,#,CIVIL ENGINEER, L r �
aIr .4.cs,4
' N
000 6w
SIGN A-
(vr Yr
- THE CITY AT LEAST 48 HOURS IN ED:
$
ED WITH
. NG (6 1 9) 9 �633-2770._ (i 7 510)
RGE No .
I&
PRIOR.TO
Rp
0. HAULI LS TOANY
_63 11,
PROPOSED
-CON WITHINrTHIS PROJECT THE
L SUBMIT TO AND RECEIV E r EXP. DATE:
O r
-APPROVAL FROM HE v y
-15 Set (1 72)-
-CITY ENGINEER FOR THE PROPOSED VELOPER c �i A\"
D HE
RESPONSIBLE CWRGE
-CITY ENG 1
(17
3
�LE- tLO
4 ARiAE
PROJECT. Ni
0
j E SED RESPONSIBLE CHARGE OVER THE DESIGN
lqj.�6 UPON FINAL COMOL TMN OF'rTHE WORK UNDER THE,1GRADING OF THE
S r,
ND PROFESSION _ Jsiv rw.
FINAL GRADING APPROVAL AND/OR FINAL-
r
rl
-GRADED CERTIF AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. (PRIVATE ROAD)
OF SECURITY,
PELEASE AND AS CODE.
mow-
5037-G v
g
-i�,�,-,,-j-'HOVIDED STATING:
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICA
T
D IN SUBSTANTIAL ION5
TZ *v
di
BY. THE CITY OF ENCINITAS IS CONFINED TO A REVIEW.ONLY AND DOES NOT
j
Etc
THE -ATTACHED AS-GRADED PLAN". wcq
, Z�j'
�.` OR AS SHOWWON
THISSTATEMENT SHALL B %)
R , AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJEC'T
E
F E AND SIGNATURE OF THE CIVIL ENGINEER
W
CERTIFIES SUCH GRADING OPERATION.
BY .
A
wo
kD Z
17
-A
ALL B IFIED D TE 71�
.7
E E
No. 29577, 0 Z11
R.C.E. 29577 ml
AND TEST THE EXCAVATION PLACEMENT FILLS
E
U1
NCHES.,-HE SHALL
b
OWNEW CER I TE:
ci _110o
uj
TESTS WERE MADE BY,HIM OR UNDER HIS SUPERVISION AND THAT R D'r SOILS ENGINEER OR 7 FA
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE & 10 CD
76 'Q
6
OF THE 2
CTIVITY AND ADVI 4�,
SOILS REPORTSAND THAT ALL EMBANKMENTS AND EXCAVATIONS
\ 1� 0
,
SITE PLAN NO 7ES
.
N
TO PROVIDE POSITIVE DRAINAGE AND PREVENT- PONDING EARTH' ..tHALL B E r FINISHE SO THAT THE G14ADE
_ - 3 THE'CONTRACTOA SHALL PROPERLY GRA
r :r
THE GRADE.,OFrTHE
OFWATER. HE SHALL CONTROL SURFACE WATER AND AVOID G AT A MINIMUM 2%' t Iv
0
23
E REMEDIAL MEASURES TO PREVENT EROSION KENNEDY DEVELOPMENT , LLC' SLOPE OFr 1% AS,SHOWN W4 THE PLANS.
FOR A MINIMUM, DISTANCE of 5 SWALES S
DAMAGE TorADJOINING.PROPERTIES K ON THE UM
F CA IG5.
0 F F RE SHLY GR ADED AREAS UNTIL SUCH TIME AS P ERM ANENT 6d\
r 2) PRIOR TO THErCONTRACTOR 'REQUESTING A.BUILDIN - INSPECTION (7
G' p 0
LA COSTA, CA 92075
,,. ICIAL IN
, SUITE 2M
THE SOILS ENGINEER SHALL ADVISE, THE 'BUILDING OFF
I �D, v ul
1. THE BUILDING PAD WAS PREPARED IN
.r
5S
- -w-
j 'ALL AREAS TO BE-FILLED SHALL r BE PREPARED TO 88,FILLED AND ORT. 2. THE UTILITY TRENCH 0
4 'r
BACKFILLED AND COMPACTED. 3. THE v
CS
'FOUNDATION EXCAVATIONS, THE SOILS EXPANSIVE CHARACTRISTI
Br I IN CASE EMERGENCY WOR QUIRED, CONTACT
IONS. ALL VEGETABLE MATTER AND OBJECTIONA LE
31 C
M
FILL SHALL BE PLACED IN;ACCORDANCE-WITH STANDAR
FORTH IN THE SOILS REPORT.,
Cry z
LL 'EXISTING
�3
AND ALLUVIAL SGILS SHALL BE REMOVED TO,SUITABLE FIRM "0
H THE FILL IS TO BE PLACED..,
0
2
NATURAL GROUND.,, THE EXPOSED SOILS SHALL-BE SCARIFIED T AND WORKERS FOR EMERGEN WORK�SHALL BE MADE _TH1E BUILDING PAD 'i I
/ - 0
ALL ��;'%ADES AND THEr SIZE AND THE LOCATION OF - 171
-AVAILABLE 'AT ALL TIMES DURING THE RAINYSEASON.:
A DEPTH OF 6 INCHES AND THEWCOMPACTED TO A MINIMUM OF 9
01", TE .
N
NECESSARY
PERCENT.— IT SHALL BE THE CONTRACTOR'S,--RESPONSIBILITY TO 8 T. V
TY�-:CORNERS E DRA
JNAGE
PLACE, r -,. T lo PRNAT' 5. 64
SPREAD. WATER AND COMPACT THE FILL IN STRICT *3.5.1
_ r r
AND THE BUILDING EXTERIO &7AW LMAF
BY A SURVEYOR SMT. PER FINA
E
tj
TO THE COMME TV N o. 13325
PRIO
* # , / I , 6
P% /./ lit-
DEVICES SHOWN ON PLANS SHALL NOT BE MOVEU OR MODIFIED 16 0
A NO: TRIMMED TO FINISH 5) PROVIDE POSITIVE DRAINAG
5* CUT AND FILL -SLOPES�.SHALL,_BE CUT, E,AWAY FROM THE BUILDING AND
GR ON UPHILL SIDE OF THE BUILDING. _11G
ADE:TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS
G 7- (0
FROM THE -SIDE�
SHALL BE SHAPED, PLANTED.ANDr TRIMMED AS DIRECTED BY THE 4. THE CONT ACTOR RESTORE -ALL EROS R CES JEAVES-OVIER *INDOWS VALLrBE NOT LESS
THAN 30 V
6
'4,
ING O S ENGINEER AND REAR PROPERTY LINES., PROJECTIONS, INCLUDING EAVES'r SHALL
ENGINEER OF WORK:AND LEFT IN.A NEAT AND ORDERLY
HEAVY TIMBER -OR OF
CON R WASTE MATTER�.,-,, .,
OJECT INTO THE 36
EXPOSED,OR EXCAVATION OR EMBANKMENT SLOPES WHICH A
RE 70AI
- -SHALL INSTALL ADDITIONAL CONTROL
5 ,THE CONTRACTOR
OOSENED SHALL BE REMOVED AND D
SHALL
TO HE PROPERTY rt
OF., THE TOE AND OF ALL SLOPES SHALL BE ROUNDED IN
4 5X 'c40-/,33?,
LINES. C ' q rff
AC NCE., NCES,
5ASILY .,SEEN FROM� THE` STREET. ALL,r
NRS SHALL BE�
16 7)
ALL' TREES BRUSH. GRASS, AN ONABLE'MATERIAL REQUIRED PERMITS MUST 13E OBTAINED FROM THE �FIRE PREVENTION,
W
SHA LL BE OCCUPIED.-
bOLLECTED. PILEIYOR OTHERWISE DISPOSED OF OFF 6'. THE CONTRACTOR SHALL, BE RESPONSIBLE AND SHALL TAKE
ONTO.- I RD. r
Mill I I
8) r ILL r
A OUS CONDITION. LA
.WITH A NEAT AND FINISHED APPEARANCE APPROVED GALVANIC SHALL BE INSTALLED,BETWEEN A
w
S IN CONTACT. CA7
ARWR CT. w
v
THE SOILS 'ENGINEER AND Y. 1 �r
9) r -VERIFY A r
THE GENERAL,CONTRACTOR SHALL LL WMENSIONS AND
THE DISPOSAL OF ANYrSUCH MATERIAL. - HEREON.
OR TO
ND
SHALL-NOTIFY THE
AY
B. GRADED AREAS AROUND THE T PERIMETER rMUST DRAIN AW DISCREPANCIES. of
Z of
10 _8CEDE
DAY.
'NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PR NCE e''
0 .....................
z
NT C
I ALL
BLE
9. ALL REMOVAi PROTECTIVE'DEVIC5S SHOWN SHALL BE�IN PLACE'
SE PLA Eb'AND' ANCE PART OF
SLOPES� SHALL: r A CORD
WORK SHOWN ON THE DRAWINGS.
% k 9 9 1
HE, FIVE (5) DAY RAIN ,, SUCH DETAILS SHALL BE THE SAME. AS FOR SIMILAR
WITH PLANS APPROVED BY THE ENGINEER PLANS, SHALL
LEUCADIA 13LVa
i. .4