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s, - l• ^ J -.Affilsistor #7 Jiff J- I J: ,•/ Isar l) ..y r I• ►• } J• ►• ►. WILLIAM G. MACK 7 DA(Ttl
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Lo
DATE DA TE.
FIRM EXP. DATE--- DATE
REVISIONS
Ak
M • P��
DISK IN DRAINAGE BOX INLET AT THE
NORTHEAST CORNER OF LEUCADIA OAKS PARK t/11�
►.
MmkIyAj MM ON THE WEST SIDE OF RAINTREE DRIVE.
R.C.E. NO. 3620 ENGINEERING PUBLIC
�.
WORKS / I
I' /::
08-073 CDP AFN 256-011-03
NOTES:
PRIOR TO THE CONTRACTOR REQUESTING A BUILDING
DEPARTMENT FOUNDATION INSPECTION THE SOILS
ENGINEER SHALL ADVISE THE BUILDING OFFICIAL IN
WRITING THAT:
A. THE BUILDING EXCAVATIONS WERE PREPARED IN
ACCORDANCE WITH THE SOILS REPORT,
B. FOUNDATION EXCAVATIONS (IF ANY) COMPLY WITH
THE INTENT OF THE SOILS REPORT,
C. UTILITY TRENCHES (IF ANY) HAVE BEEN PROPERL
BACKFILLEO AND COMPACTED.
GEOTECHdICAL ENGINEER TO VERIFY IN FIELD THAT
THE ARTIFICIAL BLUFF IN THE AREA BEING EXCAVATED
IS STABLE DURING CONSTRUCTION
CONTRACTOR TO INSTALL TEMPORARY STORM WATER
FOR ANY AND ALL STORM WATER WHILE THE TEMPORARY
EXCAVATION IS ONGOING, UNTIL SUCH TINE THAT THE
CONSTRICTION OF THE BASEMENT WALLS ARE COMPLETED
MALL LIGHT WELL DRAINS, FQUNOAT DRAINS AND A
DRAINS TO DRAIN TO SUIP PUMP. S ING PLANS
APPI .011.02
SAME OMER
NOT -A-PART
,18" HIGH' LANDSCAPE MOUND '
Y
TG =97. FG=99.30 "
EXISTING FENCE WITH
6" CURRB TO REMAIN AT i .
PUMP TOP OF SEAWALL
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1Mk97.80
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LOWER BLU =f�< =97.� § t t�` ..- <. �
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TO REMAIN fG =97.80 § r
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<
T6= 7.6
A 19 FG-9 BO C t
Nam l FS--9T.80
L..
ea en , 80
i FS47.80
EXIST RE PIT TO REMAIN / l
FS497BO
IRREVOCABLE OFFER TO DEDICATE A EMENT FOR T -97.6
PICLZC ACCESS AND RECFE4TI,NAL USE AND 40; j� 4a
ALONG 77E SHORELINE SEWARD OF THE TOE LUFF - .6 -< {
NO EXACT DIMENSIONS OR LOCATION) F =97.80
PER DOC. NO. 86- 085559 `� HP=57 `` .•
REC. MARCH 4, 19B6 � F =98. -80
1 .
IRREVOCABLE OFFER TO LEDIC47E AN EASENk7VT FOR F U`\ ' L '
OPEN SPACE OVER AND ALONG THE' SHLINE ( \ 7,80
(NO EXACT ODCSIONS OR LOCATION ( PER DOC. W. 86- 085561 T 7.6 J . _ _ _
-0 `1-1
i SUMP AND PUMP
IE IN -85.8
IE OUT =9 343
FS-97.80 A J
LIGHTWELL
(TYPICAL)
FS=97 60
40' UFF SETBACK LINE
=97.80
TG -97.7
r n
r my I rw%
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IE--97.1 _
-LINE OF DECK ABOVE IN
SETBACK LI�
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FS-- 97.80
-W- -97.80
ROOFLINE (TYPICAL)
-1 " PVC SO' PIS' Q�)
DTSCHA LINE
REC. MARCH 4, 1986 i IE =B6.9
.- .
>YLIGHTWELC_ DRAT
COAECT °Rn °'
5' 4'
TO S
PER PLLING PLANS
r
FX T •' !
rr
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F:
FS- -97.
d: ¥ * '1
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now 'i"i�i"i',
s a
IMAM
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Ls
?
r
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L.
���
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- -- --- -
rtr
rr
u5
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= <
1 .
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WATER
SEQ. #
1
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12" HI&Y! LANDSCAPE Afl7I hD
LATERAL
MAIN
@ PL
SLOPE %
EL .@ PL
@ PL
ELEV.
MH RIM
VALVE
REC. MARCH 4, 1986 i IE =B6.9
.- .
>YLIGHTWELC_ DRAT
COAECT °Rn °'
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r
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256- 011 -13 r.
p
REC. MARCH 4, 1986 i IE =B6.9
_'
1
5' 4'
LENGTH
INVERT
APN
4" PCC CURB
256- 011 -13 r.
�i x
-
'.
LATERAL
BLDG.
��
i
- -- --- -
- ---- - --- --
OF LA
u5
GROUND
= <
1 .
STREAM
WATER
SEQ. #
1
I- FG =97.55
12" HI&Y! LANDSCAPE Afl7I hD
LATERAL
MAIN
@ PL
SLOPE %
EL .@ PL
@ PL
ELEV.
MH RIM
VALVE
_ T
4
7.801
113 18
-
T6 97.45
REQ.
IE x.90
,,. ,
N/A
MLfGHThELL DRAIN. PER PROPOSED CM SITE W
�I f
22.50'
1.2'
85.7
5%
97.4
CONNECT TO SUW PU P
j. !
!
FLOWL DIRECTI
F5 =97.50
SEE TEAPORARY
SHORING
M
PER PLUMBING PLANS (TYP)
(TYPICA
j ,, .,
PLAN SHEETS 4
TI RU 6
3i
¢I
E0
H
W
3'
mo
1" PVC OUTLET
PIPE @ 1%
BUBBLER OUTLET DRAIN
R%W
3'
EXIST. AC PAVINGM
INSTALL AC SWALE
PER DETAIL THIS SHEET w \ 0
GRAPHIC SCALE 1 " =10'
0 10 20 30
REVISIONS APPROVED I DATE REFERENCES DATE
PLAN
SCALE 0'
GATE VALVE
STEEL COVER
CHECK
MATIC SK60A2 NON CLOGGING
BMERSIBLE PUMP W 6 6HP 1750RPM
23011160 MOTOR AND INTERGRAL LEVEL
CONTROL SWITCH (SEE SPECIFICA77ONS
AND DETAILS PER BARRET
ENGINEERED PUMPS) OR EQUAL
DETAIL
NOT TO SCALE
NEPTUNE AVENUE SEWER LATERAL TABLE
1
5' 4'
LENGTH
INVERT
APN
4" PCC CURB
256- 011 -13 r.
UP
BACK
LATERAL
BLDG.
SEWER
INVERT
OF
DROP TO
OF LA
GROUND
DEPTH
PAD
STREAM
WATER
SEQ. #
LOT #
STATION
@ MAIN
LATERAL
MAIN
@ PL
SLOPE %
EL .@ PL
@ PL
ELEV.
MH RIM
VALVE
REMARKS
EL.
REQ.
1
N/A
1 +15.00±
83.5±
22.50'
1.2'
85.7
5%
97.4
11.7'
87.7
94.2±
YES
4" PVC
SEWER NOTE:
LEUCADIA WASTEWATER DISTRICT (LWD) REQUIRES THE PROPOSED SEWER PUP STATION
TO BE LOCATED OUTSIDE OF THE BUILDING AND INSTALLED IN ACCORDANCE WITH THE LWD
PRIVATE SEEWER AGREEMENT FOR PUMP STATIONS
CITY OF ENCINITAS SURVEY CONTROL POINT
NO. 1004, "ENC -04, L.S. 7322 ", 215"
DISK IN DRAINAGE BOX INLET AT THE HORIZONAL 1 " =10' _
NORTHEAST CORNER OF LEUCADIA OAKS PARK WILLIAM G. MArCK
ON THE WEST SIDE OF RAINTREE DRIVE. VERTICAL NIA _ R.C.E. N0. 73620
DATUM: NAVDBB ELEV.: 67.64' EXP. 12 -31 -X ite
DESIGNATED LID BIORETENTION BMP AREA TO
BE PRIVATELY MAINTAINED AND NOT TO BE.
MODIFIED WITHOUT A PERMIT FROM THE CITY.
(SEE DETAIL THIS SHEET) 20 -W
1.
20.00'
20.00'
FL =96.98 W
IE =97.01
SUW AMR] PUN° Z
TG=97.63
IE IW94.71
IE CR1T =97.04 Q t
IE 4" PVC PEW. _U
SUEORAIN Z m /T ^2^ m
W
4 FL-97.20
.31 IT
tt�
- XIS7ING
PROPOSED 3' WIDE
F.
PER POLE AC SWALE WITH
HP-97.47 6" CLASS II
DETAIL ET)
STNG EDGE
OF PAVEMENT
APPROXIMATE
LOCATION OF
EXISTING 6" AC WATER
PER LCWD DWG 147 -8
CENTERLINE NEPTUE AVE R.O.W.
INSTALL BLUER WITH ENERGY
RIP -RAP OISSIPATOR
- PROPOSED CMU SITE WALL PER
LANDSCAPE PLANS (TYPICAL)
PROPOSED 1" WATER SERVICE W/
DUAL METER PER WAS WS-09 TO
BE BE INSTALLED BY DISTRICT
AT OWNERS EXPENSE
DESIGNATED LID BIORETENTION BIP AREA TO
BE PRIVATELY MAINTAINED AND NOT TO BE.
MODIFIED WITHOUT A PERMIT FROM THE CITY
(SEE DETAIL THIS SHEET) 135 SF
-APPROXIMATE LOCATION OF
EXISTING 1 112" GAS MAIN
PER LCWD DWG 147 -B
-APPROXIMATE LOCAT
EXISTING 8" VCP
PER LCWD 7 -B
PR SEWER LATERAL
LWD 5 -17, S-25, 6 S -32
SS STI 0+00
yt EXISTING LWD SMi
X01 -1370
DEEP- ROOTED DROUGHT OZRELtA'LL R011o/- 110 6h5SMS
TOLEANT PLANTS FOR
WELLRDRAINED SOILS OR DAMN 76 BE V 9EL00
CITY APPROVED EQUIV. A03ACENr &I?ALE AAID
S AU OVERFLOW TO OWY.
F R 4„
BUBBLER WITH ENERGY 2" HARDWOOD MULCH
` R OR CITY
RIP -RAP DISSIPATOR AP EQUIVALENT
*8SE NOTE B SOIL
INSTALL IMPERMEABL TEXTILE
LINER AROUND BOTTOM 9 OF
BIORETENTION SECTION TO
SATISFACTION OF PROJECT SOIL
INSTALL 4" PVC PERF. SUBDRAIN AT ENGINEER
BOTTOM OF SOIL SECTION TO SATISFACTION 3" OF 318" GRAVEL
OF PROJECT SOILS ENGINEER IN FIELD'' B" OF 314" GRAVEL
CONNECT TO SUMP PUMP PER PLAN * #SEE NOTE BELOW
M BIORETENTION 'ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP
'SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX
SHALL CONTAIN 50-60% SANS 20-30% COMPOST OR HAROWDORD W LCR AND
20-30% TOPSOIL, FREE OF STONES, STUMPS, ROOTS OR SIMILAR OBJECTS,
AND ALSO FREE OF NOXIOUS WEEDS.
MM3 14" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF B" BUT MAY BE
DEEPEND TO INCREASE TIE INFILTRATION AND STORAGE ABILITY OF THE
DETAIL
EIORET ELATION DETAIL
NOT TO SCALE
tom!/ •�
ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE
APPLICANTS PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES
IS ANTICIPATED AS A RESICT OF ANY PROPOSED WORK OA AT THE
DISCRETION OF THE CITY FIELD INSPECTOR. A WRITTEN LETTER OF
PER41SBION FROM THE ADJACENT PROPRTY OWNER MUST BE OBTAINED AND
SUBMITTED TO THE CITY PRIOR 77 START OF ANY SUCH WORK. ANY
DISTURBANCE
ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEN
R
PREVIOUSLY AUTHORIZED IN WRITING AMID
SUBMITTED TO THE CITY I
GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE PROJECT UNTIL JE
REQUIRED PERMISSION IS OBTAINED.
FIRE NOTES:
AN AUTOMATIC GATE ACROSS A FIRE ACCESS ROADWAY OR DRIVEWAY SHALL
BE EQUIPPED WITH AN APPROVED EMERGENCY KEY - OPERATED SWITCH
OVERRIDING ALL COMMAND FUNCTIONS AND OPENING THE GATE. THE
RETRACTABLE DRIVEWAY GATE SHALL HAVE A KNOX BOX INSTALLED.
ALL FIRE APPARATUS ACCESS POADS SHALL HAVE AN UNOBSTRUCTED VERTICAL
CLEARANCE OF NOT LESS THAN 13 FEET 6 INCHES.
No. 73620
Exp. 12/31/14
r
PASCO 1 ARET SUITE R
& ASSOCIATES
CIVIL ENGINEERING + LAND PIANNING + LAND SURVEYING
535 North Highway 101, Ste A, Solana Beach, CA 92075
ph 858.259.8212 1 ffx 858.259.4812 ( plsaengineering.com
DE5IRG BY DRAIN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO
TRG TRG WGM
PLANS PREPARED UNDER THE SUPERVIS ON OF IEWED GRADING PLAN FOR:
BY. �� y1 nn//��
II DATE: ll MASIH MAHER GLENN PRUIM 116717�G
R. C. E. NO. 3 20 ENGINEERING PUBLIC 828 NEPTUNE AVENUE SOUTH LOT
WILL'I'AM-6. MACK WORKS DI ECTO
EXP. 12 -31 -14
DATE: 4/2-4114 DATE: 6 /Z &f /'1' 08 -073 CDP APN 256- 011 -03 SHEET 2 OF 7
6 11612014JAActive Jabs \1635 \1635G4�ro
1
5' 4'
PCC FF =98.4
WALKWAY
APN
4" PCC CURB
256- 011 -13 r.
3" PVC
STORR�?AIN
3
1
ti
1
J
BASEMENT
FF --B8.3
AREA DRAIN
°
\
A -A
NO SCALE
PASCO 1 ARET SUITE R
& ASSOCIATES
CIVIL ENGINEERING + LAND PIANNING + LAND SURVEYING
535 North Highway 101, Ste A, Solana Beach, CA 92075
ph 858.259.8212 1 ffx 858.259.4812 ( plsaengineering.com
DE5IRG BY DRAIN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO
TRG TRG WGM
PLANS PREPARED UNDER THE SUPERVIS ON OF IEWED GRADING PLAN FOR:
BY. �� y1 nn//��
II DATE: ll MASIH MAHER GLENN PRUIM 116717�G
R. C. E. NO. 3 20 ENGINEERING PUBLIC 828 NEPTUNE AVENUE SOUTH LOT
WILL'I'AM-6. MACK WORKS DI ECTO
EXP. 12 -31 -14
DATE: 4/2-4114 DATE: 6 /Z &f /'1' 08 -073 CDP APN 256- 011 -03 SHEET 2 OF 7
6 11612014JAActive Jabs \1635 \1635G4�ro
1 m:
PRIOR MK CONTRACTOR NEGUESTING A BUILDING
DEPARATION INSPECTION, TIE SOILS
ENGIN BHA DVISE THE BUILDING OFFICIAL IN
WRITIHAT.•
A. BUILDING AVATIONS WERE PREPARED IN
ADANCE WITH SOILS REPORT,
B. ATION EXCAVA (IF ANY) C0PLY WITH
NTENT O THE S REPORT,
C. ITY TRENCHES (IF A HAVE BEEN PROPERLY
BILLED AND COMPACTED.
GEOTECAL ENGINEER TO VERIFY IN 0 THAT
THE AICIAL BLUFF IN THE AREA BEI XCAVATED
IS ST DURING CONSTRUCTION
CONTRR TO INSTALL TEMPORARY STORM WATER
FOR AND ALL STORM WATER WHILE THE TEMPORA
EXCAVN IS ONGOING UNTIL SUCH TIME THAT THE
CONSTRICTION OF THE BASEMENT WALLS ARE COMPLETED.
MALL LIGHT WELL DRAINS, FOUNDATION DRAINS AND AREA
DRAINS TO DRAIN TO SUMP PIMP. SEE PLUMBING PLANS.
INSTALL AC STALE
PER DETAIL THIS SHEET
REVISIONS
CC #1 REPLACE SHI
WITH THIS SHEET
C_c41:Z , Aw 11
� i t
}�
EXISTII G FF PITT W'
9 t �F5 =95M�.6-0 -
IRREVOCABLE OFFER TO DEDICATE AN EASEMENT F
PUBLIC ACCESS AND RECREATIONAL §USE OVER AN7
ALOE THE SHORELINE SEWARD OF THE TOE C BLI
(NO EXACT DIMENSIONS OR LOGATION)
PER DOC. NO. 86- 085559 i
REC. MARCH 4. 1986 I I FG-
IWEVOCABLE OFFER TO DEDICATE AN, EASEMENT FOR I FG=95.
OPEN SPACE OVER AND ALONG THE SHORELINg { I —
(NO EXACT DIMEMSIOVS OR LOCATICIA01 I I
PER DOC. N0. 86 -O85561
REC. MARCH 4 1986 II -1194 -�{
" H�H L }
3t 1 ¢I A R W
20'
W I 3' I 16'
EXIST. AC PAVING*
GRAPHIC SCALE 1" =10'
0 10 20 30
APPROVED 1 DATE
11
4i. I n .g tL3.
7 FS=
NEB 4
6 tNO L
1" PVC OUTLET
PIPE 0 1%
BUBBLER OUTLET DRAIN
A
FOR
VEMENT.
'_ I I a N E &, i
.00'
MUE OWNER
LENGTH
NOT-A-PMT
INVERT
APPROXIMATE LOCATION OF
TG - -9543
EXISTING 6" AC WATER
18 " }` 101 LAI SCAPE
MO'(V
PER LCWD DWG 147-8
}
4
4
SEWER
� l
OF
DROP TO
1
GROUND
EXISTING FENCE WITH
6" CURB
PAD
}
TO REMAIN Ai
SEQ. #
TOP OF SEAWALL
STATION
@ MAIN
}
FG- -60
@ PL
SLOPE %
HIP =x.60
@ PL
EXISTING SEAWALL G
MH RIM
VALVE
LOWER'�LIFF }
FG=95 60
-PROPOSED SEWER LATERAL
TO REMAIN SYS?EM y
FG=- _d5.6o
i
l EXISTING TOP
WIDE
C§E3 PUCE C SW
"TAIL
ITN I
I
� i t
}�
EXISTII G FF PITT W'
9 t �F5 =95M�.6-0 -
IRREVOCABLE OFFER TO DEDICATE AN EASEMENT F
PUBLIC ACCESS AND RECREATIONAL §USE OVER AN7
ALOE THE SHORELINE SEWARD OF THE TOE C BLI
(NO EXACT DIMENSIONS OR LOGATION)
PER DOC. NO. 86- 085559 i
REC. MARCH 4. 1986 I I FG-
IWEVOCABLE OFFER TO DEDICATE AN, EASEMENT FOR I FG=95.
OPEN SPACE OVER AND ALONG THE SHORELINg { I —
(NO EXACT DIMEMSIOVS OR LOCATICIA01 I I
PER DOC. N0. 86 -O85561
REC. MARCH 4 1986 II -1194 -�{
" H�H L }
3t 1 ¢I A R W
20'
W I 3' I 16'
EXIST. AC PAVING*
GRAPHIC SCALE 1" =10'
0 10 20 30
APPROVED 1 DATE
11
4i. I n .g tL3.
7 FS=
NEB 4
6 tNO L
1" PVC OUTLET
PIPE 0 1%
BUBBLER OUTLET DRAIN
A
FOR
VEMENT.
'_ I I a N E &, i
NEW aA
q i
J LIGHTNELL
(TYPICAL)
4 CONNECT
PER
TYP)
3.011 -131
PPP "�
HYDROMATIC SK60A2 N /ON CLOGGING
230 /1160BMOTOR AND INTERGRALL EVEL
CONTROL SWITCH (SEE SPECIFICATIONS
AND DETAILS PER BARRET
ENGINEERED PUMPS) OR EQUAL
PUMP DETAIL
NOT TO SCALE
NEP71JNE AVENIVE SEWER LATERAL TABLE
.00'
- FL --94.78 W E
LENGTH
}
INVERT
APPROXIMATE LOCATION OF
TG - -9543
EXISTING 6" AC WATER
UP
M�
PER LCWD DWG 147-8
LATERAL
BLDG.
SEWER
INVERT
NEW aA
q i
J LIGHTNELL
(TYPICAL)
4 CONNECT
PER
TYP)
3.011 -131
PPP "�
HYDROMATIC SK60A2 N /ON CLOGGING
230 /1160BMOTOR AND INTERGRALL EVEL
CONTROL SWITCH (SEE SPECIFICATIONS
AND DETAILS PER BARRET
ENGINEERED PUMPS) OR EQUAL
PUMP DETAIL
NOT TO SCALE
NEP71JNE AVENIVE SEWER LATERAL TABLE
.00'
- FL --94.78 W E
LENGTH
}
INVERT
APPROXIMATE LOCATION OF
TG - -9543
EXISTING 6" AC WATER
UP
BACK
PER LCWD DWG 147-8
LATERAL
BLDG.
SEWER
INVERT
OF
DROP TO
OF LA
GROUND
DEPTH
PAD
STREAM
WATER
SEQ. #
LOT #
STATION
@ MAIN
LATERAL
MAIN
@ PL
SLOPE %
EL.@ PL
@ PL
ELEV.
MH RIM
VALVE
REMARKS
-PROPOSED SEWER LATERAL
PRajtmo Du SI PER
LANDSCAPE !TYPICAL
PER LWD S -17, S -25 S 5 -32
—l"XISTIM
WIDE
C§E3 PUCE C SW
"TAIL
ITN I
I
EL.
REP.
1
N/A
1 +15.00±
83.51
22.50'
1.2'
85.7
5%
95.2
9.5'
B5.3'
94.2±
YES
4" PVC
SEWER NOTE.'
LEUCADIA WASTEWATER DISTRICT (LAD) REQUIRES TIE PROPOSED SEWER PUMP STATION
TO BE LOCATED OUTSIDE RE THE BUILDING AND INSTALLED IN ACCORDANCE WITH THE LWD
PRIVATE SEEWER AGREEMENT FOR PUMP STATIONS
DATE BENC B ARK SCALE AS BUILT
CITY OF ENCINITAS SURVEY CONTROL POINT P
NO. 1004, "ENC -04. L.S. 7322 2.5"
DISK IN DRAINAGE BOX INLET AT THE HORIZONAL 1 " =10'
NORTHEAST CORNER OF LEUCADIA OAKS PARK WILLIAM G. MACK
y ON THE WEST SIDE OF RAINTREE DRIVE.
VERTICAL N/A R.C.E. NO. 73620
DATUM: NAVD88 ELEV.: 67.64' EXP. 12- 31 -gl(o
SITE M
PLANS
ONO
tit i1�yS DESIGNATED LID BIORETENTION BMP AREA TO
�p BE PRIVATELY MAINTAINED AND NOT TO BE.
MODIFIED WITHOUT A PERMIT FROM THE CITY.
(SEE DETAIL THIS SHEET) 20 SF
naa• •�r �•r r
r r.•
ropf
BUYER WITH
RIP -RAP DIS
20.00'
.00'
- FL --94.78 W E
- IE =94.81 �1
}
SL NP AND RAP z
APPROXIMATE LOCATION OF
TG - -9543
EXISTING 6" AC WATER
IE IN- -92.51
i
PER LCWD DWG 147-8
IE OUT-94.84 Q
4
I PERMIT R THE Y.
IE =90.51
— 4" PVC PERN=.
(SEE DETAIL THIS SHEET) 135 SF
SUBDAAIN
}
f
(
EXISTING 1 112" GAS MAW
FL--95 }
CENTERLINE NEPTUNE AVE R.O.W.
crr Z
�
122
�.
7,FL'�85.00
EXISTING B" VCP SEWER
I
INSTALL BUBBLER WITH EMERG
PER LCWD DWG 147-8
fRy,l PIPE x
RIP -PAP DISSIPATOR
(�S YVG S1fl�M °
-PROPOSED SEWER LATERAL
PRajtmo Du SI PER
LANDSCAPE !TYPICAL
CAS
PROPOSED ATER SERVICE W/
DUAL PER WAS NS-09 TO
INSTALLED BY DISTRICT
}
ONNER S EXPENSE
CESIC NOTED LID BIORETENTION BMP AREA TO
BE
IEWNAAOCI
FL-195-1 1
1
M%� 9
r
I PERMIT R THE Y.
�Ga ga3B�rGR- --
(SEE DETAIL THIS SHEET) 135 SF
16'
APPROXIMATE LOCATION OF
(
EXISTING 1 112" GAS MAW
FL--95 }
PER LCWD DWG 147 -8
APPROXIMATE LOCATION OF
EXISTING B" VCP SEWER
I
PER LCWD DWG 147-8
�$
-PROPOSED SEWER LATERAL
I
PER LWD S -17, S -25 S 5 -32
—l"XISTIM
WIDE
C§E3 PUCE C SW
"TAIL
ITN I
I
hP -95.27
SHEE77)
EAS
EDGE i
OF
VEMENT }
s{
SS STA 0+00
EXISTING LWO SW
#01 -1370
DIRECT ALL RUNOFF TO BASINS.
BASIN TO BE 4" BELOW ADJACENT
GRADE AND SHALL OVERFLOW
18"'fTVtil EEI(EEFED SOIL
- III -1 11_I I l -III I * SEE N QELOW
11 -1 I I_I 1 I -III INSTALL RC CEO
j l I I I I_I I I —I 1 I_I I I_1 i BIORETENTION SECTION
I I I J :::::...,::;:: ;_..:• SATISFACTION OF PROJECT
;..•; •.:;.:.. ,;. -:: ,- ENGINEER
INSTALL 4" PVC PERF. SU3F1A1V' AT
BOTTOM OF SOIL SECTION TO SATISFACi�C�N .- .-
�� 3" OF 318" GRAVEL
OF PROJECT SOILS ENGINEER IN FiELO B" O 3/4" GRAVEL
CONECT TO SLW PIArP PER'PL **SEE NOTE BELOW
* BIORETENTIOV INGIMEERED SOIL" LAYER SHALL BE MINIMUH 24" DEEP
'SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. TIE MIX
SHALL CONTAIN 50-60% SAND 20-30% COMPOST OR HAROWOOO MULCH, AND
20-30% TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS,
AND ALSO FREE OF NOXIOUS REEDS.
K*3 14" CRUSHED ROOK LAYER SHALL BE A MINIMUM OF B" BUT MAY BE
DEEPEMD TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE
DETAIL
BI0RE7ENTI0N DETAIL
NOT TO SCALE
❑0
NEWS EET
UtbIbMW UT UKAW14 UT I LMLAW OT w R®" w y `9
T G RG WGM AM ♦ AL S
PLANS PREPARED UNDER THE SUPERVISION OF REVIEWED
1 � BY: M
DATE: ( MASIH MAHER F&-GLENN PRUIM
620 ENGINEERING PUBLIC
WILLIAM G. MACK EXP. 12 -31 -14 WORKS DIRECTOR
DATE: DATE: 4 1 G,,e_L4
ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY IN THE
APPLICANTS PROPERTY. IF ANY DISETT;OF ANeAjVY%UGHB�WCW. PROPERTIES
IS ANTICIPATED AS A RESULT OF AAT THE
DISCRETION OF THE CITY FIELD INN TTER OF
PERMISSION FROM THE ADJACENT PRE OBTAINED AND
SUBMITTED TO THE CITY PRIOR TO ANY
DISTURBANCE ON THE ADJACENT ATE PROPERTY THAT HAS NOT BEEN
PREVIOUSLY AUTHfOaL IN INS, AND SUBMITTED TO THE CITY IS
GROUNDS FOR ASTOP- 0 BE ISSUED FOR TIE PROJECT UNTIL THE
REQUIRED PERMISS S OBTAINED.
W 1411430
AN AUTOMATIC GATE ACROSS A FIRE ACCESS ROADWAY OR DRIVEWAY SHALL
BE EOUIPPED WITH AN APPROVED EMERGENCY KEY - OPERATED SWITCH
OVERRIDING ALL COMMAND FLACTION3 AND OPENING THE GATE. THE
RETRACTABLE DRIVEWAY GATE SHALL HAVE A KNOX BOX INSTALLED.
ALL FIRE APPARATUS ACCESS ROADS SHALL HAVE AN LhWSTRWTED VERTICAL
CLEARANCE OF NOT LESS THAN 13 FEET 6 INCHES.
No. 73620
Exp. 12/31/14
AREA
!N ffiTil isi /1:7:;
J
W
3
My
J
BASEMENT
A -A
NO SCALE
PASCO LARET SUITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North Highway 101, Ste A, Solana Beach, CA 92075
ph 858.259.82121 fa 858.259.4812 1 plsaemgimeerimg.comn
CITY OF ENCINITAS ENGRiEEIZING DEPARTMENT DRAVANG NO
GRADING PLAN FOR:
828 NEPTUNE AVENUE SOUTH LOT 11690 —G
zt
)8 -073 CDP APN 256 - 011 -03
SHEET 2A OF 7
91412014J: \Active Jobs \1635 \1635G.pro
_N07 w:
PRIOR TO THE CONTRACTOR REQUESTING A BUILDING
DEPARTMENT FOUNDATION INSPECTION,, THE SOILS
ENGINEER SHALL ADVISE THE BUILDING OFFICIAL IN
WRITING THAT
A. THE BUILDING EXCAVATIONS WERE PREPARED IN
ACCORDANCE WITH THE SOILS REPORT
B. FOUNDATION EXCAVATIONS (IF ANY) COMPLY WITH
THE INTENT OF THE SOILS REPORT,
C. UTILITY TRENCHES (IF ANY) HAVE BEEN PROPERLI
BACKFILLED AND COMPACTED.
GEOTECHNICAL ENGINEER TO VERIFY IN FIELD THAT
THE ARTIFICIAL BLUFF IN THE AREA BEING EXCAVATED
IS STABLE DURING CONSTRUCTION
CONTRACTOR TO INSTALL TEMPORARY STORM WATER PUMP
FOR ANY AND ALL STORM WATER WHILE THE TEMPORARY
EXCAVATION IS ONGOING, UNTIL SUCH TIME THAT THE
CONSTRUCTION OF THE BASEMENT WALLS ARE COMPLETE
ALL LIGHT WELL DRAINS FOUNDATION DRAINS AND AR
DRAINS TO DRAIN TO SUMP PUMP. SEE PLUMBING PLAN
31
¢I
U)
H
INSTALL AC SWALE
PER DETAIL THIS SHEET
e
APS4 2W 11 -012
&WE OWNER
-P T
S4ME QANER
a° - T
q y
6" CURB TO REMAIN AT, -
TOP OF SEAWALL
} FG =95:¢0 ; -Y�..
FS-0.66
1
D. EXISTING SEAWALL & • °. c 1 - LIC�FITWELI�
LOWER BLUFF FG- -5;60 • ;q{ (TIPICAU' IGHTWELL
FS= .60 S1kP
EA PROTECTION SYSTEM T' °{ �:�' FS- -95.601 f
a ..
S.TO REMAIN FG-95.60 a a X a {
40' UFF SETBACK LINE °
t' EXISTING TOP � BLUFF ' yy '� ..� ° < =95.60 ° Arm
t 1 { : ! f a • FOUNTA�PER
LOCATION
LAADSCA �P ANS �
,WE OWNER
NOT-A—PARTtl TS-95-60
FS= 95.6r� 1 t ; -- _ a FWST FL 000 FFt
'\ .9 d
EXISTING FIR PIT TO'REMAIN4. i (fYPIDL
FS- -95.50 �' l{ �' { " LIME OF DEq ABOVE CMN
IRREVOCABLE OFFER TO DEDICATE AN EASEMENT FOR `= A:� �, � PE
PUBLIC ACCESS AND RECREATIONALIUSE OVER AND 1° ;,
ALONG THE SHORELINE SEWARD OF TOE 'OF BL F { p y {{a �ICAL) �V �F �E
(NO EXACT DIMENSIONS OR LOCATION) I i,a FS= 95.68
PER DOC. NO. 86- 085559 FG= 95.60 1 e %DUN 1., BA S IN G
REC. MARCH 4, 1986 i { 9 SYNTHETIC I 1g } kF�
I FG =96.6b TURF
)a " FS-95.
IRREVOCABLE OFFER TO DEDICATE AN EASEMENT FOR' ! `f NEW,,SEkER
' F *96. 0 a NEW DRAIN { r
OPEN SPACE OVER AND ALONG THE SHO ELDE j PUMP WELL � Ff =ggLV
? { FS- 60
PAD=89.1
(NO EXACT DIMENSIONS OR LOCATION)] t
PER DOC. NO. B6- 085561 f `4
REC. MARCH 4, 1986 l 1 _ NEW DRAIN
PLANTER <,.. ��; a
V2" HIGH LANEBCAPE
-95.60
113.1 '
o NEW GLASS WALL 1 NEW DRAIN AEW
t END OF WALL FG-- i.60�,
f FS =95.30
t t t 5' MIN FROM uFF 1 12 SEE TEWOR4W SFIORAt
PL:A Sf EETS 4:_Jh 6
GRADING PLAN
SCALE 1" =10'
NE rUNNE AVENUE
20'
16'
2%
R W
EXIST. AC PAVING*
PROPOSED *GRIND AND OVERLAY AS NECESSARY FOR
SWALE SMOOTH TRANSITION TO EXISTING PAVEMENT
TYPICAL SECTION MEMNE AVENUE
NO SCALE
GRAPHIC SCALE 1 " =10'
0 10 20 30
REVISIONS
REPLACE
2A WITH THIS SHEET
APPROVED DATE REFERENCES
11A- AA A.r r/_
1" PVC OUTLET
PIPE ® 1% GATE VALVE
BUBBLER OUTLET DRAIN STEEL COVER
CHECK VALVE
ROOFLINE (TYPICAL)
NEW ORAI �DI PVC
4
l
HYDROMATIC SK60A2 NON CLOGGING
L SUBMERSIBLE PUMP W /0.6HP, 1750RPM,
23011160 MOTOR AND INTERGRAL LEVEL
CONTROL SWITCH (SEE SPECIFICATIONS
AND DETAILS PER BARRET
a A ENGINEERED PUMPS) OR EQUAL
P DE1J" M
NOT TO SCALE
NEW DRAIN �\11 'NEW SITE WALL
c AEW DRAIN
4'ELL DRAIN PROPOSED CMi SITE W
F -TO Sly -PO PER LANDSCAPE PLANS
JADING PLANS (TYP)
NEPTUNE AVENUE SEWER LATERAL TABLE
GRADING NOTE
ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE
APPLICANT'S PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES
IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK OR AT THE
DISCRETION OF THE CITY FIELD INSPECTOR. A WRITTEN LETTER OF
PERMISSION FROM THE ADJACENT PROPRTY OWNER MUST BE OBTAINED AND
\
LENGTH
ILI,,
INVERT
APPROXIMATE LOCATION OF
DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN
EXISTING 6" AC WATER
LIGHTWELL
�e
PER LCWD DWG 147 -B
LATERAL
BLDG.
SEWER
D.. O. e
OF
DROP TO
r �r
GROUND
DEPTH
PAD
STREAM
WATER
1 10
SEG. #
LOT #
STATION
@ MAIN
LATERAL
OF
@ PL
SLOPE %
EL.@ PL
@ PL
ELEV.
MH RIM
VALVE
FS-0.
PROPOSED 1" WATER SERVICE W/
CLEARANCE OF NOT LESS THAN 13 FEET 6 INCHES.
DUAL AFTER PER WAS WS -09 TO
BE BE INSTALLED BY DISTRICT
AT OWNERS EXPENSE
EL.
PEG.
DESIGNATED LID BIORETENTION BAP AREA TO
1
N/A
1 +15.00±
83.5±
22.50'
1.2'
85.7
5%
95.2
9.5'
85.3'
94.21
YES
4" PVC
EXISTING 1 112" GAS MAIN
1
PER LCWD DWG 147-6
NEW DRAIN �\11 'NEW SITE WALL
c AEW DRAIN
4'ELL DRAIN PROPOSED CMi SITE W
F -TO Sly -PO PER LANDSCAPE PLANS
JADING PLANS (TYP)
NEPTUNE AVENUE SEWER LATERAL TABLE
GRADING NOTE
ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE
APPLICANT'S PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES
IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK OR AT THE
DISCRETION OF THE CITY FIELD INSPECTOR. A WRITTEN LETTER OF
PERMISSION FROM THE ADJACENT PROPRTY OWNER MUST BE OBTAINED AND
\
LENGTH
SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY
INVERT
APPROXIMATE LOCATION OF
DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN
EXISTING 6" AC WATER
UP
BACK
PER LCWD DWG 147 -B
LATERAL
BLDG.
SEWER
INVERT
OF
DROP TO
OF LA
GROUND
DEPTH
PAD
STREAM
WATER
1 10
SEG. #
LOT #
STATION
@ MAIN
LATERAL
MAIN
@ PL
SLOPE %
EL.@ PL
@ PL
ELEV.
MH RIM
VALVE
REMARKS
PROPOSED 1" WATER SERVICE W/
CLEARANCE OF NOT LESS THAN 13 FEET 6 INCHES.
DUAL AFTER PER WAS WS -09 TO
BE BE INSTALLED BY DISTRICT
AT OWNERS EXPENSE
EL.
PEG.
DESIGNATED LID BIORETENTION BAP AREA TO
1
N/A
1 +15.00±
83.5±
22.50'
1.2'
85.7
5%
95.2
9.5'
85.3'
94.21
YES
4" PVC
SEWER NOTE.'
LEUCADIA WASTEWATER DISTRICT (LWD) REQUIRES THE PROPOSED SEWER PUMP STATION
TO BE LOCATED OUTSIDE OF THE BUILDING AND INSTALLED IN ACCORDANCE WITH THE LWD
PRIVATE SEEWER AGREEMENT FOR PUMP STATIONS
DATE BENCHMARK SCALE AS BU]
CITY OF ENCINITAS SURVEY CONTROL POINT
NO. 1004, "ENC -04, L.S. 7322 ", 2.5"
�(i.l DISK IN DRAINAGE BOX INLET AT THE HORIZONAL 1
NORTHEAST CORNER OF LEUCADIA OAKS, PARK WILLIAM G. MAC
ON THE WEST SIDE OF RAINTREE DRIVE.
VERTICAL N/A R.C.E. NO. 73620
DATUM: NAVDBB ELEV.: 67.64' EXP. 12 -31 -16
20.00'
-
FL-94.78 = k
NEW TRASH Z
AREA WALL Lill
t �
i
}
{
Z�
NEW PVC OUTFALL
4
NEW CATCH BASIN W/
-AEW BUBBLER WITH EHERQY 'i
RIP- R4P1figISSIPAT0R cn i
FL =95
OF t,
a
,00
GRADING NOTE
ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE
APPLICANT'S PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES
IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK OR AT THE
DISCRETION OF THE CITY FIELD INSPECTOR. A WRITTEN LETTER OF
PERMISSION FROM THE ADJACENT PROPRTY OWNER MUST BE OBTAINED AND
\
SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY
APPROXIMATE LOCATION OF
DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN
EXISTING 6" AC WATER
PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS
PER LCWD DWG 147 -B
GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE PROJECT UNTIL THE
i
REQUIRED PERMISSION IS OBTAINED.
1
FIRE NO
CENTERLINE NEPTUNE AVE R.O.W.
AN AUTOMATIC GATE ACROSS A FIRE ACCESS ROADWAY OR DRIVEWAY SHALL
1 10
BE EQUIPPED WITH AN APPROVED EMERGENCY KEY - OPERATED SWITCH
INSTALL BUBBLER WITH ENERGY
OVERRIDING ALL COMMAND FUNCTIONS AND OPENING THE GATE. TFE
RIP -RAP DISSIPATOR
RETRACTABLE DRIVEWAY GATE SHALL HAVE A KNOX BOX INSTALLED.
PROPOSED CMU SITE WALL PER
LANDSCAPE PLANS (TYPICAL)
ALL FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED VERTICAL
PROPOSED 1" WATER SERVICE W/
CLEARANCE OF NOT LESS THAN 13 FEET 6 INCHES.
DUAL AFTER PER WAS WS -09 TO
BE BE INSTALLED BY DISTRICT
AT OWNERS EXPENSE
DESIGNATED LID BIORETENTION BAP AREA TO
BE PRIVATELY MAINTAINED AND NOT TO BE.
MODIFIED WITHOUT A PERMIT FROM THE CITY.
(SEE DETAIL THIS SHEET) 135 SF
APPROXIMATE LOCATION OF
I
EXISTING 1 112" GAS MAIN
1
PER LCWD DWG 147-6
APPROXIMATE LOCATION OF
EXISTING B" VCP SEWER
PER LCWD DWG 147-8
PROPOSED SEWER LATERAL
PER LWD S -17, S -25, 6 S -32
WIDE
BASE
3' 1.5'
SHEET)(
SAWCUT
2'
i EDGE
=RENT
EXISTING AC PAVING
2% 4" MIN -1 2% —
(b
SS STA 0 +00
EXISTING LWD SMH
#01 -1370
DEEP - ROOTED DROUGHT
TOLERANT PLANTS FOR
WELL - DRAINED SOILS OR DIRECT ALL RUNOFF TO BASINS.
CITY APPROVED EQUIV. BASIN TO BE 4" BELOW ADJACENT
_ GRADE AND SHALL OVERFLOW
HARDWOOD MULCH
HUBBLER WITH E Y — COVER OR CITY
RIP -RAP DISSIPAT - _ APPROVED EQUIVALENT
18" ENGINEERED INEE IL
BELOW
INSTALL IMPERMEABLE GEOTEXTILE
LINER AROUND BIORETENT ON SECTION IDES OF
SATISFACTION OF PROJECT SOILS
ENGINEER
INSTALL 4" PVC PERF. S 3" OF 3/8" GRAVEL
BOTTOM OF SOIL SECTION TO SAT
OF PROJECT SOILS ENGINEER I 8" OF 3/4" GRAVEL
COAUVECT TO SUMP PUMP PER � `� * *SEE NOTE BELOW
BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP
'SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX
SHALL CONTAIN 50-60% SAND, 20-30% COMPOST OR HARDWOORD MULCH, AND
20-30% TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS,
AND ALSO FREE OF NOXIOUS WEEDS.
#M314" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 8" BUT MAY BE
DEEPEND TO INCREASE THE' INFILTRATION AND STORAGE ABILITY OF THE
DETAIL
-BIORETEIMONDETAIL
NOT TO SCALE
♦♦ 1 T
UttllMtU tlY UMAWN tlY GHtUKtU tlY A T C�
TAG TAG ®<T 1'�M
WGM V
PL N PREPARED UNDER THE SUPERVIS D OF REVIEWED A^
DATE. MASIH MAHER Ce /GLENN PRUIM
R.C.E. NO. 36 0 ENGINEERING PUBLIC
W LL AM G. MACK EXP. 12 -31 -16 o WORKS DIRECTOR
DATE: 'ice& DATE:
I
5' 4"
WALKCC
WAY
APN
256- 011 -1 3 r -
AREA
No. 73620
Exp. 12/31/14
NO SCALE
!II�IsIN<Nlla
J
W
3
N
J
A -A
NO SCALE
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North Highway 101, Ste A, Solana Beach, CA 92075
pin 858.259.82121 fx 858.259.4812 1 plsaengineering.com
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TALL TBFMW GRAVEL',
i,�S
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BA ALOV+rU DRAINAGE PATH? { 1 1 E 1 q
FOR DIRA710N OF CM7RUCFIGN
DVSTALL �l TEAFARARY GRAVEL1 i 11 i i
BAGS ONSITE SURFACE MIS
iFOR DLR4710N OF L�JSTFaGCTION
��� - - -- - - - - --
GRAPHIC SCALE 1 " =20'
0 20 40 60
RUNOFF
L
N74 016 30 E• 113.18'
APN256- 011 -12
TWO LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
GAP BETWEEN BAGS tic S
ACTS AS SPILLWAY DETAIL: GRAVEL BAG
GRAVEL BAGS TO BE INSTALLED PER CASQA SE-6 OR EQUAL NTS
\ :1
WTALL ibFMARY STABILIZED
CONSTRICTION ETITRAhCE- DURIAG
ROUGH GRADING AND SITE WORK
C0NS7RUCTZ0N
ARV 256 - 011 -13 ,
LOT 18 OF '
MAP 1859 ppp
BlISTALL HYDFt&cEDING TO
STABILIZE ALL ONSITE DISTUED
AREAS TO SATISFACTION OF THE
CITY INSPECTOR �c
r
\
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i
GRAPHIC SCALE 1 " =20'
0 20 40 60
RUNOFF
L
N74 016 30 E• 113.18'
APN256- 011 -12
TWO LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
GAP BETWEEN BAGS tic S
ACTS AS SPILLWAY DETAIL: GRAVEL BAG
GRAVEL BAGS TO BE INSTALLED PER CASQA SE-6 OR EQUAL NTS
\ :1
WTALL ibFMARY STABILIZED
CONSTRICTION ETITRAhCE- DURIAG
ROUGH GRADING AND SITE WORK
C0NS7RUCTZ0N
ARV 256 - 011 -13 ,
LOT 18 OF '
MAP 1859 ppp
BlISTALL HYDFt&cEDING TO
STABILIZE ALL ONSITE DISTUED
AREAS TO SATISFACTION OF THE
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1. SET POSTS AND EXCAVATE A
4BY4IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
• r� r r ~t• k
E
a
c�
I
III
2. STAPLE WIRE FENCING TO
THE POSTS.
o--- Ly
3. ATTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
4 IN (10 CM)
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
FILTER FABRIC O
WIRE
DETAIL SILT FENCE
NITS
SILT FENCE TO BE INSTALLED PER CASQA SE -1 OR EQUAL
1
tt
`t
1,
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1
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D_
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CONSTRUCTION ENTRANCE
SAND /GRAVEL BAGS (2 HIGH) oc®o®o ®o
FIBER ROLL
HYDROSEED PAD PROTECTION IF
PAD IS LEFT VACANT FDA MORE + + + + +
THAN 6 MONTHS OR AT THE CITY +
ENGINEERS DISCRETION.
BMP NOTE:
ALL CONSTRUCTION BMP'S TO BE INSTALLED PER CASQA
CONSTRUCTION BI HANDBOOK OR EQUAL. DETAILS HAVE
BEEN PROVIDED ON THIS PLAN FOR REFERENCE ONLY.
COARSE
AGGREGATE
FILTER
FABRIC
-, rORIGI
GRADE
0 4
A4 A y
1. 1' MIN., UNLESS OTHERWISE
SPECIFIED BY A SOILS ENGINEER
SECTION A —A
U NOTE:
C3 CONSTRUCT SEDIMENT BARRIER AND
CHANNELIZE RUNOFF TO SEDIMENT
TRAPPING DEVICE
r—A
WIDTH AS REQUIRED
TO ACCOMODATE
ANTICIPATED TRAFFIC
u H r
k/: • r.� t 7• r ► a• r � 1. Ir ; .. • kt � r,, �,.
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11 t r
o MIN. RADIUS t —A ppPQFESStrf) Gn
30' MIN PASCO LARET SUITER
w �~ No.' 7`3' m & ASSOCIATES
DETAIL: CONSTRUCTION ENTRANCE Exp. 12/31/14 m CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
NITS �q CT e 535 North Highway 101, Ste A, Solana Beach, CA 92075
CONSTRUCTION ENTRANCE TO BE INSTALLED PER CASQA TR -1 OR EQUAL lF OF CAL¢ ph 858 "259.3212 1 fz 858.259.4812 1 glsaengineering , com
REVISIONS APPROVED DATE REFE NCE DATE B$rj SCALE AS BUILT DESTRN��ED BY DRTRC BY CHECKED BY pM Cj'I'y OF ENCIlVITAS ENGII�� a DEPARTMENT DRAWIl�TC N®.
"r CITY OF ENCINITAS SURVEY CONTROL POINT PLANS PREPARED UNDER THE SUPERVISIQN OF REVIEWED EROSION CONTROL PLAN FOR
NO. 1004, "ENC -04, L.S. 7322% 2.5" / BY: �/�{ 1 1
DISK IN DRAINAGE BOX INLET AT THE HORIZONAL N A DATE: / — 1,16
NORTHEAST CORNER OF LEUCADIA OAKS PARK MASIH MAHER GLENN PRUIM 828 NFIqUNE AVENUE SOUTH 1"r
ON THE WEST SIDE OF RAINTREE DRIVE. WILLIAM G. MACK D TE R.C.E. NO. 3620 ENGINEERING PUBLIC
VERTICAL N/A R.C.E. NO. 73620 WILLIAM G. MACK WORKS DYR CT R
DATUM: NAVD88 ELEV.: 67.64' EXP. 12 -31 -14 EXP. 12 -31 -14 pATE:1! /2./14 DATE: 08 -073 CDP APN 256- 011 -03 SHEET 3 OF 7
61412014,: \Active Jobs \1635 \16356.1x'®
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1. SET POSTS AND EXCAVATE A
4BY4IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
• r� r r ~t• k
E
a
c�
I
III
2. STAPLE WIRE FENCING TO
THE POSTS.
o--- Ly
3. ATTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
4 IN (10 CM)
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
FILTER FABRIC O
WIRE
DETAIL SILT FENCE
NITS
SILT FENCE TO BE INSTALLED PER CASQA SE -1 OR EQUAL
1
tt
`t
1,
�i
1
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w
Z)
z
w
a
W
z
H
D_
w
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CONSTRUCTION ENTRANCE
SAND /GRAVEL BAGS (2 HIGH) oc®o®o ®o
FIBER ROLL
HYDROSEED PAD PROTECTION IF
PAD IS LEFT VACANT FDA MORE + + + + +
THAN 6 MONTHS OR AT THE CITY +
ENGINEERS DISCRETION.
BMP NOTE:
ALL CONSTRUCTION BMP'S TO BE INSTALLED PER CASQA
CONSTRUCTION BI HANDBOOK OR EQUAL. DETAILS HAVE
BEEN PROVIDED ON THIS PLAN FOR REFERENCE ONLY.
COARSE
AGGREGATE
FILTER
FABRIC
-, rORIGI
GRADE
0 4
A4 A y
1. 1' MIN., UNLESS OTHERWISE
SPECIFIED BY A SOILS ENGINEER
SECTION A —A
U NOTE:
C3 CONSTRUCT SEDIMENT BARRIER AND
CHANNELIZE RUNOFF TO SEDIMENT
TRAPPING DEVICE
r—A
WIDTH AS REQUIRED
TO ACCOMODATE
ANTICIPATED TRAFFIC
u H r
k/: • r.� t 7• r ► a• r � 1. Ir ; .. • kt � r,, �,.
r r i• t ar r •7• r ... r• -� r 7r r•
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30' MIN PASCO LARET SUITER
w �~ No.' 7`3' m & ASSOCIATES
DETAIL: CONSTRUCTION ENTRANCE Exp. 12/31/14 m CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
NITS �q CT e 535 North Highway 101, Ste A, Solana Beach, CA 92075
CONSTRUCTION ENTRANCE TO BE INSTALLED PER CASQA TR -1 OR EQUAL lF OF CAL¢ ph 858 "259.3212 1 fz 858.259.4812 1 glsaengineering , com
REVISIONS APPROVED DATE REFE NCE DATE B$rj SCALE AS BUILT DESTRN��ED BY DRTRC BY CHECKED BY pM Cj'I'y OF ENCIlVITAS ENGII�� a DEPARTMENT DRAWIl�TC N®.
"r CITY OF ENCINITAS SURVEY CONTROL POINT PLANS PREPARED UNDER THE SUPERVISIQN OF REVIEWED EROSION CONTROL PLAN FOR
NO. 1004, "ENC -04, L.S. 7322% 2.5" / BY: �/�{ 1 1
DISK IN DRAINAGE BOX INLET AT THE HORIZONAL N A DATE: / — 1,16
NORTHEAST CORNER OF LEUCADIA OAKS PARK MASIH MAHER GLENN PRUIM 828 NFIqUNE AVENUE SOUTH 1"r
ON THE WEST SIDE OF RAINTREE DRIVE. WILLIAM G. MACK D TE R.C.E. NO. 3620 ENGINEERING PUBLIC
VERTICAL N/A R.C.E. NO. 73620 WILLIAM G. MACK WORKS DYR CT R
DATUM: NAVD88 ELEV.: 67.64' EXP. 12 -31 -14 EXP. 12 -31 -14 pATE:1! /2./14 DATE: 08 -073 CDP APN 256- 011 -03 SHEET 3 OF 7
61412014,: \Active Jobs \1635 \16356.1x'®
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512 VIA DE LA VALLE, SUITE 208,
PROJECT ADDRESS:
PROJECT CONTACTS /CONSULTANTS:
OWNER /OWNER'S REPRESENTATIVE: CML ENGINEER-
DR. LEONARD OKUN SOIL ENGINEERING CONSTRUCTION, INC.
C/o COHN AND ASSOCIATES, INC. ROBERT D. MAHONY, P.E., G.E., C.E.G.
512 VIA DE LA VALLE, SUITE 208, 927 ARGUELLO STREET,
SOLANA BEACH, CALIFORNIA 92075 REDWOOD CITY, CALIFORNIA 94063
(858) 755 -7308 (650) 367 -9595
GEOTECHNICAL CONSULTANT -
GEOSOILS, INC.
5741 PALMER WAY,
CARLSBAD, CALIFORNIA 92010
TEL. (760) 438 -3155
828 NEPTUNE AVENUE,
ENCINITAS, . CALIFORNIA
NOTE,:
VICINITY MAP BY YAHOO MAPS.
VICINITY MAP 1
SCALE: AS SHOWN ABOVE 4
0
SHEET INDEX:
0 GRADING PLAN SHEETS 1-3 BY OTHERS
4. VICINITY MAP, AERIAL VIEW OF PROJECT SITE,
PROJECT NOTES AND PROJECT CONTACTS /CONSULTANTS
5. SITE PLAN- PROPOSED WORK
6. SECTIONS, DETAILS AND TABLES
A 7. MONITORING OF SHORING, EXISTING IMPROVEMENTS,
EXCAVATION OBSERVATION AND MONITORING NOTES
NOTE:
IMAGE FROM GOOGLE EARTH, 2013.
IMAGERY DATE NOVEMBER 2, 2012.
PROJECT NOTES:
GENERAL NOTES:
1. DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH
2013 CBC, AS AMENDED BY STATE OF CALIFORNIA, AND
CITY OF ENCINITAS CODES AND ORDINANCES.
2. ALL DIMENSIONS, CONDITIONS AND LOCATION OF FACILITIES
TO BE VERIFIED AND DETERMINED IN FIELD.
3. EXACT LOCATION AND EXTEND OF TEMPORARY SHORING
DESIGN & CONSTRUCTION PROJECT MAY BE ADJUSTED AS
FIELD CONDITIONS REQUIRE AT TIME OF CONSTRUCTION.
4. ALL EXPOSED STEEL SHALL BE GALVANIZED OR
COATED WITH CORROSION INHIBITING PAINT.
5. CAST -IN -PLACE REINFORCED CONCRETE SHALL HAVE
MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS:
- TEMPORARY SHORING PIERS BACKFILL: f'c =2,500 PSI
USE CEMENT TYPE II - V PORTLAND CEMENT.
MAXIMUM WATER- CEMENTITIOUS MATERIAL RATIO BY WEIGHT,
NORMAL WEIGHT CONCRETE, TO BE OF 0.59.
6. SECTION AT CONSTRUCTION JOINT (C.J.), IF ANY, MAKE
ROUGH AND FORM KEY.
7. REINFORCING STEEL, IF ANY, SHALL CONFORM TO ASTM A615,
GRADE 60 FOR #4 BARS AND ABOVE.
8. STEEL MEMBERS SHALL BE:
- ALL WIDE FLANGE STEEL MEMBERS SHALL CONFORM TO
ASTM A572, GRADE 50,
- MISCELLANEOUS CHANNELS, ANGLES, AND PLATES SHALL
CONFORM TO ASTM A36.
9. REINFORCEMENT COVER:
- CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED
TO EARTH SHALL HAVE MINIMUM 3" CONCRETE COVER,
- CONCRETE EXPOSED TO EARTH OR WEATHER SHALL HAVE
MINIMUM 2" CONCRETE COVER FOR #6 BARS AND ABOVE,
1 1/2" FOR #5 BARS AND BELOW.
10. SPLICES OF REBAR, IF ANY, TO BE CLASS (B) SPLICE.
11. EPDXY ADHESIVE TO BE "SET -XP" BY SIMPSON STRONG -TIE
COMPANY, INC., ESR -2508, OR EQUAL.
CONCRETE / GROUT PATCH, IF ANY, SHALL BE APPROVED
HIGH STRENGTH CEMENT BASED COMPOUND.
12. ALL RETROFIT HARDWARE, IF ANY, TO BE BY SIMPSON
STRONG -TIE COMPANY, INC., OR EQUAL.
13, SPECIAL INSPECTION (2013 CBC SEC. 1704, SEC. 107.2.1.):
- CITY OF ENCINITAS SPECIAL INSPECTION SCHEDULE.
UPON CONCLUSION OF CONSTRUCTION, ENGINEER OF RECORD
WILL PREPARE SUMMARY LETTER OF HIS OBSERVATIONS
RELATIVE TO TEMPORARY SHORING AND AS -BUILT
CONSTRUCTION CONDITIONS.
14. PROJECT RECOMMENDATIONS AND DESIGN PARAMETERS.
- PRELIMINARY GEOTECHNICAL EVALUATION, PROPOSED
RESIDENTIAL CONSTRUCTION, LOTS 18 AND 19 OF BLOCK 11,
MAP 1859, ENCINITAS, SAN DIEGO COUNTY, CALIFORNIA,
BY GEOSOILS, INC., W.O. 6161- A2 -SC, DATED FEBRUARY 27,
2013.
15. CONSTRUCTION DOCUMENTS SHALL BE REVIEWED, AND
GEOTECHNICAL ASPECTS OF CONSTRUCTION SHALL BE
PERIODICALLY OBSERVED BY SOIL ENGINEER OF RECORD:
GEOSOILS, INC.
16. ALL CONSTRUCTION SHALL COMPLY WITH
RECOMMENDATIONS OF AFOREMENTIONED REPORT(S).
aE SM&Ml(r DESIGN R.EvzEtifo AA/D
APPaoVE,d Fox CzfY aY C-usn
CORP. AS PC- i4 -477.
PUBLIC WORKS REQUIREMENTS:
21. OWNER SHALL APPLY FOR AND OBTAIN TEMPORARY ENCROACHMENT
PERMITS, IF APPLICABLE, FROM DEPARTMENT OF PUBLIC WORKS
FOR ALL WORK IN RIGHT OF WAY, EASEMENTS OF PROPERTY IN
WHICH CITY HOLDS INTEREST, INCLUDING DRIVEWAY, SIDEWALKS,
SEWER CONNECTIONS, SEWER CLEANOUTS, CURB DRAINS, OR
STORM DRAIN CONNECTIONS IN FIELD.
22. ALL CONSTRUCTION RELATED ACTIVITIES WHICH REQUIRE CITY
PERMIT SHALL BE ALLOWED ONLY DURING HOURS OF 8:00 A.M.
TO 5:00 P.M., MONDAY THROUGH FRIDAY AND 10:00 A.M. TO
5:00 P.M. SATURDAYS. NO CONSTRUCTION ACTIVITY OR RELATED
ACTIVITIES SHALL BE ALLOWED OUTSIDE OF AFOREMENTIONED HOURS
OR ON SUNDAYS AND FOLLOWING HOLIDAYS: NEW YEAR'S DAY,
PRESIDENT'S DAY, MEMORIAL DAY, 4TH OF JULY, LABOR DAY,
THANKSGIVING DAY, AND CHRISTMAS DAY. ALL GASOLINE POWERED
CONSTRUCTION EQUIPMENT SHALL BE EQUIPPED WITH AN OPERATING
MUFFLER OR BAFFLING SYSTEM AS ORIGINALLY PROVIDED BY
MANUFACTURER, AND NO MODIFICATION TO THESE SYSTEMS
IS PERMITTED.
PLEASE VERIFY AFOREMENTIONED HOLIDAY SCHEDULE AND HOURS
WITH CITY OF ENCINITAS BUILDING AND PLANNING DEPARTMENT.
23. CONTRACTOR SHALL ENSURE THAT APPLICABLE BEST MANAGEMENT
PRACTICES (BMPS) FROM COUNTY OF SAN DIEGO STORMWATER
POLLUTION PREVENTION PROGRAM (STOPPP) ARE FOLLOWED TO
PREVENT DISCHARGE OF SOIL OR ANY CONSTRUCTION MATERIAL
INTO GUTTER, STORM DRAIN, OR CREEK.
SITE WORK NOTES:
31. ALL EXISTING TREES AND LANDSCAPING IN PROJECT AREA WILL
BE REMOVED PRIOR TO TEMPORARY SHORING CONSTRUCTION,
SITE PREPARATION AND EXCAVATION BY OTHERS.
SPECIAL INSPECTION SCHEDULE:
1. SOILS (2013 CBC TABLE 1705.6.):
1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE
TO ACHIEVE DESIGN BEARING CAPACITY
(PERIODICALLY DURING TASK LISTED).
2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND
HAVE REACHED PROPER MATERIAL (PERIODICALLY DURING TASK
LISTED).
11. CONCRETE CONSTRUCTION (2013 CBC TABLE 1705.3.):
1. INSPECTION OF REINFORCING STEEL AND PLACEMENT (PERIODIC).
2. VERIFYING USE OF REQUIRED DESIGN MIX (PERIODIC):
f'c =2,500 PSI, W/C RATIO =0.59, TYPE 11 - V PORTLAND CEMENT.
LAB TESTING OF CONCRETE SPECIMENS IS NOT REQUIRED.
III. CAST -IN -PLACE DEEP FOUNDATION ELEMENTS CONSTRUCTION
(2013 CBC TABLE 1706.8.):
1. OBSERVE DRILLING OPERATIONS AND MAINTAIN COMPLETE AND
ACCURATE RECORDS FOR EACH ELEMENT (CONTINUOUS).
2. VERIFY PLACEMENT LOCATIONS AND PLUMBNESS, CONFIRM ELEMENT
DIAMETERS, LENGTH, EMBEDMENT INTO SUPPORTING MATERIAL AND
ADEQUATE END- BEARING STRATA CAPACITY (CONTINUOUS).
FINAL REPORT DOCUMENTING REQUIRED SPECIAL INSPECTIONS
AND CORRECTION OF ANY DISCREPANCIES NOTED IN INSPECITONS
SHALL BE SUBMITTED AT POINT IN TIME AGREED UPON BY PERMIT
APPLICANT AND BUILDING OFFICIAL PRIOR TO START OF WORK.
IF NOT SPECIFICALLY AGREED AND /OR REQUIRED, FINAL REPORT
WILL BE SUBMITTED AFTER WORK COMPLETION.
0 1" 2" 3"
ORIGINAL DRAWING MEASURE
C: 16459
GE 554
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04 -17 -14
REVISION 2
2
04 -29 -,4
DESIGNED DRAM cr,ERDMOav APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
CITY OF ENCINITAS SURVEY CONTROL POINT PLANS PREPARED UNDER THE SUPERVISION OF REVIEWED GRADING PLAN FOR:
N0. 1004, "ENC -04, L.S. 7322 ", 2.5" BY:
DISK IN DRAINAGE BOX INLET AT THE HORIZONAL 1' =10' DATE / t MASIH MAHER GLENN PRUlM 11 690-G
NORTHEAST CORNER OF LEUCADIA OAKS PARK ROBERT D. MAHONY DATE ROBERT D. MAHONY 8 2 8 NEPTUNE AVENUE LOTS 18 8c 19
ON THE WEST SIDE OF RAINTREE DRIVE. ENGINEERING PUBLIC
VERTICAL NIA R.C.E. NO. 16459 R.C.E. 16459, G.E. 554, C.E.G. 847 WORKS DIRECTO
DATUM: NAVD88 ELEV.: 67.64' EXP. 06 -30 -15 EXP. 06 -30 -15 DATE: _ lolL4114 DATE: . ~ �y 07 -155 CDP SHEET 4 OF 7
z
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�• NOTES:
- TEMPORARY SHORING DESIGN & CONSTRUCTION ALONG a v
NORTHERN & SOUTHERN DROPERTY LINE OF LOTS 18 & 19 ®
AI FOR PROPOSED TWO (2) -STORY +BASEMENT RESIDENTIAL U a W 4
DEVELOPMENT.
- ALL GRADING, EXCAVATIONS AND NEW RESIDENCES 0
BUILDING FOOTPRINT ` APP X. LOCATION OF PROPOSED CONSTRUCTION IS BY OTHERS, N.I.C. z W ,X
BROWN RESIDENCE TEMP RARY SHORING ALONG NORTHERN t PROPOSED RESIDENCES BASEMENT PAD EXCAVATION PLAN y
IS TENTATIVE ONLY TO SHOW LOCATION AND EXTENT OF W ® 4,
-- -- -.__ -- .- - ° -_ -- - - -- - .---- - -, -_�
836/838 NEPTUNE AVENUE APPROX. LOCATION OF � PROP TY LINE f� li PROPOSED TEMPORARY SHORING. � _ < �
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SCALE: 1 " =10' g {ye TIEBACK AND PROPOSED SHORING PIER PIER P10 - Q Q
�k ,.fib c11 I i?i O' POTENTIAL INTERFERENCE, PILOT HOLE ALL BE _ P.T.D.F. PRESSURE TREATED
I'll DRILLED AT PIER P10 LOCATION TO VERI THAT T.O.G.B, -TOP OF SGRADE BEAM z Lou z
c3i THIS INTERFERENCE WILL NOT OCCUR T.Q.W. —TOP OF WALL ® af
T. & B. —TOP AND BOTTOM W
BUILDING FOOTPRINT S IC LESID NEE, Q. ��/� Z ® z
NOTES: SITE PLAN TENTATIVE, FOR PURPOSE OF SHOWING S �, U.N.O. - UNLESS NOTED OTHERWISE V / J LL
PROPOSED WORK ONLY. „ t 81 NEPTUNE AVENUE V.I.F. - VERIFY IN FIELD i -j
- pp
- SITE PLAN FROM GEOTECHNICAL MAP BY GEOSOILS, INC., B.O.W. - BOTTOM OF WALL ■ ■ . O N Q
W.O. 6161- A2 -SC, DATED 02/13. � Q (� in 00 U
- SOME ARCHITECTURAL INFORMATION HEREIN FROM _, G.B.W. -GRADE BELOW OF WALL v
DRAWINGS BY COHN AND ASSOCIATES, INC., B.O.P. - BOTTOM OF PIER DATE
JOB NO. 0607, DATED 12/26/12 & 2/14/13. T.O.G. -TOP OF GRADE
-- 03 -04 -14
PROJECT
F 14-027
SITE PLAN— PROPOSED WORK 1t okun New Rae -06
` ~`'�, D 1 "' 2" 3" REVISION Q
� 04 -17 -14
' '.`w,, REVISION 04 -29 -14
SCALE: 1"=10' S �� ORIGINAL DRAWING MEASURE REVISION //��
L°_y 06 -04 -14
REVISION Q
Fj
4 OB -12 -14
REVISIONS APPROVED DATE REF ENC S DATE BENCHMARK SCALE AS BUILT DESIRHEDBY DRRH CHERKDEMDBY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
CITY of ENCINITAS SURVEY CONTROL POINT PLANS PREPARED UNDER THE SUPERVISION OF REVIEWED GRADING PLAN FOR:
NO. 1004, "ENC-04, L.S. 7322", 2.5" BY:
DISK IN DRAINAGE BOX INLET AT THE HORIZONAL 1 "=10' DATE: NORTHEAST CORNER OF LEUCADIA OAKS PARK ROBERT D. MAHONY DATE ROBERT D. MAHONY MASIN MAHER GLENN PRUIM 828 NEPTUNE AVENUE LOTS 1 8 BC 1 9 1160 —
ON THE WEST SIDE OF RAINTREE DRIVE. ENGINEERING PUBLIC
VERTICAL N/A R.C.E. NO. 16459 R.C.E. 16459, G.E. 554, C.E.G. 847 WORKS DIR C R
DATUM: NAVD88 ELEV.: 67.64" EXP. 06 -30 -15 EXP. 06 -30 -15 DATE: 4124114 DATE: _/t7 07 -155 CDP SHEET 5 OF 7
❑A
❑0
cI
I
0
II
a
0
a
II
x
w
PL
APPROX. LOCATION OF I
NORTHERN PROPERTY
LINE
CL
TOP OF SHORING WALL TO BE
REMOVED UPON COMPLETION 12" 14" (AX.) 3' -0 "t
OF PROPOSED BASEMENT,
BY OTHERS V.I.F.
CL OF SOLDIER I T.O.GRADE
T.O.W. PILE & PIER EL. 96.0'±
VARIES T APPROX. LEVEL
III III III —I I I —I I I —I 1I-
APPROX. OUTLINE OF
(E) ADJACENT RESIDENTIAL
STRUCTURE:
— AT NORTH, BROWN RESIDENCE,
836/838 NEPTUNE AVENUE,
MOSTLY TWO —STORY W/ CONCRETE
DEADMAN AT EASTERN PART
(SEE SITE PLAN -1/5, SHEET 5)
INSTALL WOOD LAGGING, ROUGH Ell " — ?
CUT, (P.T.D.F.) PRESSURE TREATED i t IIII 11 1111 I IIII IIIII = „� f
DOUGLAS FIR, NO. 2, OR BETTER, I I =1
INSTALL 4x12 BOARDS FROM TOP ?�
TO BOTTOM OF WALL, QUATERNARY COLLUVIUM &
INSTALL LAGGING BOARDS W/ 1/4” I 1 WEATHERED QUATERNARY
WIDE GAPS TO FACILITATE DRAINAGE TERRACE DEPOSITS
THROUGH BOARDS, USE ADEQUATE
SPACERS, (TYP.)
(UPPER 3' -6 ='t) ?
w
tQ I g
a II m
QUATERNARY TERRACE 1
0 (N BASEMENT AREA I DEPOSITS 0
o ff
In OUTLINE OF PROPOSED I 6 -
w BASEMENT WALL, I I TO ASSURE TIGHT FIT ANY VOIDS BEHIND
EXCAVATIONS AND BASEMENT I (I M TEMPORARY SHORING BOARDS SHALL= BE
CONSTRUCTION BY OTHERS FILLED W/ 1/2" DIA. DRAIN ROCK.,
dND /OR
LEAN GROUT
5' -0"
DRILLED HOLE LEAN CONCRETE BACKFILL
PROPOSED BASEMENT I I W/ PUMPABLE CEMENT TREATED SAND FILL
PAD EXCAVATION (2 TO 3 SACK LEAN CONCRETE),
EL 85.25'± B.O.W. ABOVE PROPOSED BASEMENT PAD EXCAVATION
LOTS 1 825& 19 VARIES II.
TOP I
111 =1 I 1 =1' 11 =111 =1 11 =1 I I I 1 -1 �
I —I I -III —III —i I I —I I I�I I —III- N
1 I1 I O
SOSUPPORT, SOIL PASSIVE
B.O.FTG. QUATERNARY TERRACE
VARIES � I I DEPOSITS II
TT 1 I I =I I MI I M1 I I=1' �3�( N.) 3" (MIN.)
' 1 =1 I 1 -11 I- - �J--f..-
C
QUATERNARY TERRACE 6 I DRILLED HOLE CONCRETE BACKFILL
uj DEPOSITS 11 W/ f'c =2,500 PSI CONCRETE,
a 1 BELOW PROPOSED BASEMENT PAD EXCAVATION
� 2' -D" DIA. DRILLED PIER,
SPACING @ 7' -0" C.C.t, ( I w
a PIER CONCRETE BACKFILL UP TO
B.O.W. ELEVATION OF 2,500 PSI
z CONCRETE, ABOVE B.O.W. ELEVATION I QUATERNARY TERRACE
F TO TOP OF PIER POUR LEAN DEPOSITS o
CONCRETE BACKFILL (TYP.)
U) APPROX. LOCATION OF PROPOSED
w WF STEEL PILE FULL DEPTH TEMPORARY SHORING ALONG NORTHERN
W SEE SHORING WALL TABLE "A" ' I PROPERTY LINE,
4— B.O.P. FOR SHORING WALL LAYOUT SEE -
VARIES I L I SITE PLAN- PROPOSED WORK -1/5,
SHEET 5
1"-
2' -0'
DIA. .
NOTE:
-EXACT PROPERTY LINES LOCATION SHALL BE VERIFIED PRIOR TO TEMPORARY SHORING
CONSTRUCTION, P/L SURVEY BY OTHERS.
- ADJACENT STRUCTURES SHOULD BE EXAMINED AND PHOTO- DOCUMENTED FOR STRUCTURAL
CRACKS AND /OR ANY SIGNS OF FOUNDATION INSTABILITY PRIOR TO TEMPORARY SHORING
CONSTRUCTION, ADJACENT STRUCTURES SURVEY BY OTHERS.
- TOTAL DEPTH OF DRILLED HOLES WILL BE APPROVED BY GEOTECHNICAL CONSULTANT'S
REPRESENTATIVE IN FIELD AT TIME OF DRILLING.
SECTION- TEMPORARY SHORING WALL A
SCALE: 1/2 " =1' -0"
REVISIONS APPROVED DATE EF ENC S DATE BENCHMARK SCALE
CITY OF ENCINITAS SURVEY CONTROL POINT
NO. 1004, "ENC -04, L.S. 7322 ", 2.5"
DISK IN DRAINAGE BOX INLET AT THE HORIZONAL 1 " =10'
NORTHEAST CORNER OF LEUCADIA OAKS PARK
ON THE WEST SIDE OF RAINTREE DRIVE. VERTICAL N
DATUM: NAVD88 ELEV.: 67.64' LA
IS
J
J
3
z
z
F
0
w
w
a
w
J
a
1-
3
z
z
af
0
x
w
w
cn
APPROX. LOCATION OF
LINE \
CL
TOP OF SHORING WALL TO BE
REMOVED UPON COMPLETION
OF PROPOSED BASEMENT,
BY OTHERS
CL OF SOLDIER
T.O.W. PILE & PIER
VARIES
INSTALL WOOD LAGGING, ROUGH
CUT, (P.T.D.F.) PRESSURE TREATED
DOUGLAS FIR, NO. 2, OR BETTER,
INSTALL 402 BOARDS FROM TOP
TO BOTTOM OF WALL,
INSTALL LAGGING BOARDS W/ 1/4"
WIDE GAPS TO FACILITATE DRAINAGE
THROUGH BOARDS, USE ADEQUATE
SPACERS, (TYP.)
(N) BASEMENT AREA
LOT 18 D
OUTLINE OF PROPOSED ) 6
BASEMENT WALL
m
C.)
3` -0 "t
V.I.F.
T.O.GRADE
EL. 96.0'±
APPROX. LEVEL
DOWNSLOPE
2' -0"
DIA.
APPROX. OUTLINE OF CL PIER
(E) ADJACENT RESIDENTIAL
STRUCTURE:
- AT SOUTH, SORICH RESIDENCE,
816 NEPTUNE AVENUE,
ONE -STORY ALONG PROPERTY LINE
(SEE SITE PLAN -1/5, SHEET 5) a
iI i I i ice,. -i I r Iii —u I--1 � I -1�9J
I�III II�IIIIIII�IITI�II ,III =III r— —?
_ —I 1
' QUATERNARY COLLUVIUM &
WEATHERED QUATERNARY
TERRACE DEPOSITS
— ? (UPPER 3' -6'±)
�I QUATERNARY TERRACE
IT II A DEPOSITS
TO ASSURE TIGHT FIT ANY VOIDS BEHIND
EXCAVATIONS AND BASEMENT III TEMPORARY SHORING BOARDS SHALL BE
CONSTRUCTION BY OTHERS II FILLED W/ 1/2" DIA. DRAIN ROCK AND /OR
LEAN GROUT
5-0'
S.A.D. DRILLED HOLE LEAN CONCRETE BACKFILL
PROPOSED BASEMENT I ' W/ PUMPABLE CEMENT TREATED SAND FILL
PAD EXCAVATION (2 TO 3 SACK LEAN CONCRETE),
EL. 85.25'± B.O.W. III ; ABOVE PROPOSED BASEMENT PAD EXCAVATION
LOTS 18 & 19 VARIES
FAII
I —III—
III— TOP OF DESIGN PASSIVE
t ' SOIL SUPPORT,
B.O.FTG. QUATERNARY TERRACE
- VARIES ' ' DEPOSITS
1_ r' 11 � I -1111 I II T � rr . 3" ( N.) 3s,
-.�
QUATERNARY TERRACE ( DRILLED HOLE CONCRETE BACKFILL
DEPOSITS \ 6 W/ f'c =2,500 PSI CONCRETE,
2' -0" DIA DRILLED PIER I BELOW PROPOSED BASEMENT PAD EXCAVATION
SPACING ® 7' -0" C.C.±, I '
PIER CONCRETE BACKFILL UP TO
B.O.W. ELEVATION OF 2,500 PSI
CONCRETE, ABOVE B.O.W. ELEVATION I QUATERNARY TERRACE
TO TOP OF PIER POUR LEAN DEPOSITS
CONCRETE BACKFILL, (TYP.) APPROX. OF PROPSED
WF STEEL PILE FULL DEPTH, I TEMPORARYO SHTORING ALONG 30UT
SEE SHORING WALL TABLE "A" ' I ( I PROPERTY LINE,
B.O.P. FOR SHORING WALL LAYOUT SEE
VARIES ( SITE PLAN - PROPOSED WORK -1/5,
I . I SHEET 5
1p
2' -0"
DIA.
NOTE:
-EXACT PROPERTY LINES LOCATION SHALL BE VERIFIED PRIOR TO TEMPORARY SHORING
CONSTRUCTION, P/L SURVEY BY OTHERS.
- ADJACENT STRUCTURES SHOULD BE EXAMINED AND PHOTO - DOCUMENTED FOR STRUCTURAL
CRACKS AND /OR ANY SIGNS OF FOUNDATION INSTABILITY PRIOR TO TEMPORARY SHORING
CONSTRUCTION, ADJACENT STRUCTURES SURVEY BY OTHERS.
- TOTAL DEPTH OF DRILLED HOLES WILL BE APPROVED BY GEOTECHNICAL CONSULTANT'S
REPRESENTATIVE IN FIELD AT TIME OF DRILLING.
AS BUILT
ROBERT D. MAHONY
R.C.E. NO. 16459
EXP. 06 -30 -15
WF STEEL PILE FUL
SEE SHORING WALL
\ 2' -0" DIA. DRILLED PIER FOR
L WOOD LAGGING SHORING WALL,
P
SPACING AS SHOWN ON PLAN,
P
CONCRETE PIER BACKFILL SEE
UPSLOPE SECTIONS A/6 & B/6
DOWNSLOPE
2' -0"
DIA.
CL PIER WOOD
—t VARIES
\ \ CL OF SOLDIER
\ PILE & PIER
PL INSTALL LOCKING,
P =E3
ARY, FOR
UPSLOPE
E FULL DEPTH,
SEE SHORING WALL TABLE "A"
SHORING WALL TABLE "A ":
MARK
HEIGHT OF
SOIL ACTIVE
ZONE "H"
HEIGHT OF
NEUTRAL
ZONE "HC"
DEPTH INTO
SUPPORTING
MATERIAL
D„
TOTAL
DEPTH
TOTAL
PIERS
EACH
SHORING WALL PIER
REINFORCEMENT
RECOMMENDED SECTIONS
P1 —P2, P8 —P9
10' -9"
2' -6"
12' -6"
25' -9"
4
W16x45, W14x48
P3 —P7
10' -9"
2' -6"
14' -0"
27' -3"
5
W16x57, W14x61
P10 & P17
10' -9"
2' -6"
12' -6"
25' -9"
8
W16x45, W14x48
P19 —P22
10' -9"
2' -6"
6' -0"
19' -3"
4
W10x22, W12x26, W14x22
0
T. & B. —TOP AND BOTTOM
Z_i
U.N.O. — UNLESS NOTED OTHERWISE
W
W
V.I.F. — VERIFY IN FIELD
B.O.W. — BOTTOM OF WALL
Lv
d
G.B.W. —GRADE BELOW OF WALL
"H" — ACTIVE SOIL PRESSURE OF QUATERNARY COLLUVIUM AND QUATERNARY TERRACE DEPOSITS
FROM TOP OF GRADE TO TOP OF PROPOSED BASEMENT PAD EXCAVATION, ACTING OVER
FULL DEPTH AND WIDTH OF SHORING WALL.
AS PER ARCHITECTURAL DRAWINGS UP TO 10' -9" (TYP.), USED IN DESIGN FOR BOTH
LOTS 18 & 19.
"HC" — NEUTRAL ZONE W/ NO ACTIVE OR PASSIVE SOIL PRESSURE, FROM TOP OF PROPOSED
BASEMENT PAD EXCAVATION TO BOTTOM OF PROPOSED LINE FOOTINGS,
AS PER ARCHITECTURAL DRAWINGS DEPTH UP TO 2' -6" OF LINE FOOTINGS IS ANTICIPATED.
"D" — EMBEDMENT DEPTH INTO SUPPORTING MATERIAL OF QUATERNARY TERRACE DEPOSITS
(AS PER REPORT EMBEDMENT 7' -0" MINIMUM BELOW EXCAVATION ELEVATION)
NOTES:
— TOTAL NUMBER (21) SHORING WALL PIERS ANTICIPATED.
— TOTAL PIER DEPTH MEASURED FROM EXTERIOR ADJACENT GRADE.
— FOR PIER NUMBERS AND LOCATION SEE SITE PLAN -1/5, SHEET 5.
— THICKNESS OF SOIL LAYERS FOR DESIGN PURPOSES (QUATERNARY COLLUVIUM, WEATHERED
QUATERNARY TERRACE DEPOSITS AND QUATERNARY TERRACE DEPOSITS) FROM REPORT BY
GEOSOILS, INC.
— ACTUAL DEPTH OF EXCAVATION SHALL BE VERIFIED IN FIELD PER AS —BUILT CONDITIONS.
umzlw4mu or UMRM1 UT 11NLlNLU or APPROVALS_
RH H RDM A A LS
PLANS PREPARED UNDER THE SUPERVISION OF REVIEWED
BY.•
DATE DATE: 6 MASIH MAHER GLENN PRUIM
ROBERT D. MAHONY ENGINEERING PUBLIC
R.C.E. 16459, G.E. 554, C.E.G. 847 WORKS DIRECTOR
EXP. 06 -30 -15 DATE: /24! 14 DATE:
i�
a
0
ABBREVIATIONS:
Z
Z
C.C. — CENTER TO CENTER
q
C.O. —CLEAN OUT
0
"'
E.W. —EACH WAY
Z
(E), (N) — EXISTING, NEW
N.I.C. —NOT IN CONTRACT
z
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P.T.D.F. — PRESSURE TREATED
Z
O
N -
DOUGLAS FIR
W
T.O.G.B. —TOP OF GRADE BEAM
4
T.O.W. —TOP OF WALL
i
0
T. & B. —TOP AND BOTTOM
Z_i
U.N.O. — UNLESS NOTED OTHERWISE
W
W
V.I.F. — VERIFY IN FIELD
B.O.W. — BOTTOM OF WALL
Lv
d
G.B.W. —GRADE BELOW OF WALL
Z
=z
B.O.P. — BOTTOM OF PIER
Q
W
T.O.G. —TOP OF GRADE
S.A.D. —SEE ARCHITECT DRAWINGS
gz0
0 1" 2" 3"
Q
p
Z
ORIGINAL DRAWING MEASURE
CITY OF
ENCINITAS ENGINEERING DEPARTMENT
GRADING PLAN FOR:
828
NEPTUNE AVENUE LOTS 18 8c 19
07 -155 CDP
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DATE
03 -04-14
PROJECT
14-027
M. NO.
Okun New Ras -06
REVISION
1
Q
04 -17 -14
REVISION
2
Q
04 -29-14
REVISION
3
Q
06 -04 -14
REVISION
/�
L?)
06 -12 -14
DRAWING
N0.
11690
-G
SHEET
6
OF
7
5. /111 concrete should delivered through a tremi e papa immediately subsequent le
approved excavation and steel placement. Care should be taken to prevent ' ing
the wails of the excavations with the tremie pipe during concrete cement.
Concrete should not be allowed to free fall more than 5 feel:. "Tail in "concrete
€t
will not be permitted.
_ .
6. Proper spacing minimum of 3 inches) between H . ams and the side walls, and
bottoms of the drilled shafts should be provi
7. Concrete used in the shoring constr Ion should be tested by a qualified materials
testing consultant for strength mix design.
8. Excavation for laggin ould not commence untilthe soldier pile concrete reaches
its 28 -day compr ive strength.
9. A com ' e and accurate record of all solder pile locations, depths, concrete,
P st gtha, quantity of concrete per pile should be maintained by the special
A\ inspeotor and geotechnical consultant. The shoring design engineer should be
noti ed of any unusual conditions encountered during installation.
Moriltorirrct of Shoring
"A.t' ♦dq t. "�3ia"Qi�a
i . The his designee should make periodic inspections of the job
site for the purpose of observing the installation of the shoring system and
monitoring of the survey.
2. Monitoring points should be established at the top of selected soldier piles and at
intermediate intervals as considered appropriate by the Geotechnical Engineer,
3.. Control points should be established outside the area of influence of the shoring
system to ensure the accuracy of the monitoring readings.
4. Initial monitoring and photo - documentation should be performed prior to any
excavation.
5. Once the excavation has commenced, periodic readings should be taken weekly
until the permanent retaining wall is bacicfilled to the design grade. If the
performance of the shoring system is within established guidelines, the shoring
engineer may permit the periodic readings to be b=.- weekly. Permission to conduct
bi- weekly readings should be provided by the shoring design engineer in writing,
and be distributed to the Geotechnical Engineer -of- Record, Structural
Engineer -of- Record, Civil Engineer -of- Record, and shoring contractor. Once
initiated, bl- weekly readings should continue until the permanent retaining wail is
backfilled to the design grade. Thereafter, readings can be made monthly.
Skeen c(o Cohn and .Associates, Inc. _ W.O. 6161 -A2 -SC
Lots 16 & 18 of Block 11, Map 1859 February 27, 2413
Fila:a \wp12 \fitH1\51 Hie2.pge ''^. -. �, .q =%*s - 31F. Page 28
Additional readings should be taken when requested by the special inspector,
Shoring Design, Engineer, Structural Engineer -of- Record, Geotechnical Engineer -
of- Record, or the Building Official.
6. Monitoring reading should be submitted tath Shoring Desi gn Engineer, Engineer
in Responsible Charge, and the Building Official (if applicable) within three business
days after they are conducted. Monitoring readings should be accurate to within
0.01 feet, results are to be submitted In tabular form showing at least the initial
date of monitoring and reading, current monitoring date and reading and difference
between the two readings.
7. If the total cumulative horizontal or vertical movement (from start of shoring
construction) of any nearby existing improvement reaches'/ inch or soldier piles
reaches 1 inch, all excavation activities should be suspended until the Geotechnical
Engineer and Shoring Design Engineer determine the cause of movement.
Supplemental shoring should be devised to eliminate further movement.
Supplemental sharing design will require review and approval by the Building
Official. Excavation should not re- commence until written permission is provided
by the Building Official,
monitoring of Existing Improvements
?. The contractor should complete written and photographic logs of any existing
improvement located within 104 feet or three times the depth of shoring (whichever
is greater), priorlo shoring construction. A licensed surveyor should document all
existing substantial cracks (i.e., greater than 1/8 inch horizontal or vertical
separation) in the existing structuresfimprovements,
i'- i�»4^:-_-
2. Thet'contractor should document the condition of the existing improvements
adjacent to the shoring wall prior to the start of shoring construction.
3. Thd"bontractor should monitor existing improvements for movement or cracking that
may result from the adjacent shoring.
4. if excessive movement or visible cracking occurs, the shoring contractor should
stop work and shore /reinforce the excavation, and contact the Shoring Design
Engineer and the Building Official.
5. Monitoring of the existing improvements should be made at reasonable intervals as
required by the registered design professional, subject to approval by the Building
Official. Monitoring should be performed by a licensed surveyor.
6. Prior to commencing shoring construction, a pre - construction meeting should take
place between the contractor, Shoring Design Engineer, Surveyor, Geotechnical
Okun c/o Cohan and Associates, Inc.. W,O. 6161 -A2 -S0
Lots 18 & 19 of Stock 19, Map 1859 February 27, 2013
File'twp12V616tt6161e2.Pge e. +, ,v, 1 '�:.. h Page 24
Engineer, and the Building Official to identify monitoring locations on existing
improvements.
7. if in the opinion of the Building Official or Shoring Design Engineer, monitoring data
indicate excessive movement or other distress, all excavation should cease until the
Geotechnical Engineer and Shoring Design Engineer investigates the situation and
makes recommendations for remedial actions Or continuation.
8. All readings and measurements should be submitted to the Building Official (if
applicable) and Shoring Design Engineer.
Excavation Observation and Monitoring ( II Ex nations)
When excavations are made adjacent to an existing improvement (i.o., utility, road or
building) there is a risk of some damage even if a well designed system of excavation
and /or shoring, is planned and installed. We recommend, therefore, that a systematic
program of observations be made before, during, and after construction to determine the
effects (if any) of construction on existing improvements.
We believe that this is necessary for two reasons: First, if excessive movements (i.e., more
than 1/2-inch) are detected early enough, remedial measures can be taken which could
possibly prevent Serious damage to existing improvements. Second. the responsibility for
damage to the existing improvement can be determined more equitably if the cause and
extent of the damage can be determined more precisely.
Monitoring should include the measurement of any horizontal and vertical movements of
both the existing Improvements and the shoring and /or bracing. Locations and type of the
monitoring devices should be selected as soon as the total shoring system is designed
and approved. The program of monitoring should be agreed upon between the project
team, the site surveyor and the Geotechnical Engineer -of- Record, prior to excavation.
Reference points on existing walls and buildings should be placed as low as possible on
the wall and building adjacent to the excavation. Exact locations may be dictated by
critical points, such as bearing waits or columns for buildings; and surface points on
roadways and sidewalks near the top of the excavation. The points on the shoring (it any)
should be placed under or very near the points on the structures.
For a survey monitoring system, an accuracy of a least 0.01 foot should be required.
Reference points should be installed and read initially prior to excavation. The readings
should continue until all construction below ground has been completed and the
permanent backthi has been brought to final grade.
The frequency of readings will depend upon the results of previous readings and the rate
of construction. Weekly readings could be assumed throughout the duration of
Okun c/o Cohn and ,Associates, Inc. VV.O. 6161 -A2 -SC
Lots 19 & 19 of Block 11, Map 1859 February 27, 2013
File:e1wp12V016tAai 61o2.pgo -_ - " ' °' wn Page 25
construction with daily readings during rapid excavation near the bottom and at critical
times during the installation of shoring or support. The reading should be plotted by the
Surveyor and then reviewed by the Geotechnical Engineer. In addition to the monitoring
system, it would be prudent for the Geotechnical Engineer and the Contractor to make a
T
complete inspection of the existing structures both before and after construction. he
inspection should be directed toward detecting any signs of damage, particularly those
caused by settlement. Notes should be made and pictures should be taken where
necessary.
Observation
It is recommended that all excavations be observed by the Geologist and /or Geotechnical
Engineer. Any fill which is'placed should be approved, tested, and verified if used for
engineered purposes. Should the observation reveal any unforseen hazard, the Geologist
or Geotechnical Engineer will recommend treatment. Please inform GSI at least 24 hours
prior to any required site observation.
Generai
Preliminary recommendations for foundation design and c sttuation are provided in the
following sections, These reaammendationshavebe2nd eloped from our understanding
of the currently planned site development, site obse tions, and subsurface exploration
and lab/project ory testing performed to date, and engi ering analyses. Foundation design
should e- evaluated at the conclusion of sit raring /remedial earthwork for the as-
graded l conditions. In the event that e information concerning the proposed
develot plan is not correct, or any anges in the design, location or loading
conditiof the proposed residenti structure are made, the conclusions and
recomations contained in this part shalt not be considered valid unless the
change reviewed and conciusi ns of this report are modified or approved in writing
by this e.
The ination and race endations presented in this section are not meant to
supercdesign by th project structural engineer or civil engineer specializing in
structusign. Upo equest, GSi could provide additional input/consultation regarding
soil paters, as r a ad to foundation design. Prelim F dation Design 1. oundation systems should be designed and constructed in accordance with
elines presented in the 2010 CBC.
Pkun c/o Cohn and Associates, Inc.
Lots 19 & 19 of Block 11, Map 1959
,Z�, n1e:e$w{i1216161V6i61a2.p9e
W,0,6161 -A2 -SC
February 27, 2013
Page 26
NOTES:
— MONITORING OF SHORING, EXISTING IMPROVEMENTS,
EXCAVATION OBSERVATION AND MONITORING NOTES FROM
GEOTECHNICAL REPORT BY GEOSOILS, INC.,
W.O. 6161— A2 —SC, DATED 02/13.
— ALL GRADING, EXCAVATIONS AND NEW RESIDENCES
CONSTRUCTION IS BY OTHERS, N.I.C.
— ALL MONITORING REQUIREMENTS AS PER REPORT BY
GEOSOILS, INC. (NOTES AS ABOVE) TO BE PERFORMED BY
GENERAL CONTRACTOR OR OTHERS RETAINED BY GENERAL
CONTRACTOR OR OWNER.
0 1 " 2" .3
ORIGINAL DRAWING MEASURE
U
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No. C. 1645
No. GE 554
XP, 06 -30 -1
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SHEET 7 OF 7
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APPROVED
DATE
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BENCHMARK
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AS BUILT
DESIRHED
DRAW N BY
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APPROVALS
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DRAWING NO.
BY
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CITY OF ENCINITAS SURVEY CONTROL POINT
NO. 1004, "ENC-04, L.S. 7322 ", 2.5"
DISK IN DRAINAGE BOX INLET AT THE
NORTHEAST CORNER OF LEUCADIA OAKS PARK
ON THE WEST SIDE OF RAINTREE DRIVE.
DATUM: NAVD88, ELEV: 67.64'
V)
Q
REVIEWED
BY.
MASIH MAHER GLENN PRUIM
ENGINEERING PUBLIC
WORKS DIR CTOR
DATE- -� DATE: f _
W
11690-G
Y
O
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Q
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0ZF-Q
ROBERT D. MAHONY DATE
R.C.E. NO. 16459
EXP. 06 -30 -15
0
W
F
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Q
SHEET 7 OF 7
Z
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03 -04 -14
PROJECT
14 -027
DWG. NO.
- - --
Okun New Res -06
REVISION Al New Dwg.
3 06 -04 -14
REVISIONS
APPROVED
DATE
R ENC S
DATE
BENCHMARK
SCALE
AS BUILT
DESIRHED
DRAW N BY
CHECKED
APPROVALS
CITY OF ENCINITAS ENGINEERING DEPARTMENT
DRAWING NO.
BY
"r
CITY OF ENCINITAS SURVEY CONTROL POINT
NO. 1004, "ENC-04, L.S. 7322 ", 2.5"
DISK IN DRAINAGE BOX INLET AT THE
NORTHEAST CORNER OF LEUCADIA OAKS PARK
ON THE WEST SIDE OF RAINTREE DRIVE.
DATUM: NAVD88, ELEV: 67.64'
HORiZONAL 1 " =10'
VERTICAL NIA
PLANS PREPARED UNDER THE SUPERVISION OF
f
DATE:
ROBERT D. MAHONY
R.C.E. 16459, G.E. 554, C.E.G. 847
EXP. 06 -30 -15
REVIEWED
BY.
MASIH MAHER GLENN PRUIM
ENGINEERING PUBLIC
WORKS DIR CTOR
DATE- -� DATE: f _
GRADING PLAN FOR:
8 2 8 NEPTUNE AVENUE LOTS 1 8 & 19
07 -155 CDP
11690-G
ROBERT D. MAHONY DATE
R.C.E. NO. 16459
EXP. 06 -30 -15
SHEET 7 OF 7