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PROPOSED
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SETBACKS
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EXISTING
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EXISTING
GAS MAIN
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PROPOSED
HARDSCAPE
F1
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,
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PROPOSED
DRAINAGE DIRECTION
PROPOSED
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REVISIONS APPROVED DATE
ffl;!• v 1104 m 1 a -T••• �/1, •;r 1•.71 11-
ESTIMATED EARTHWORK QUANTITIES
700 aBIC YARDS EXCAVATION (CUT)
0 aBIC YARDS ET BAAICNENT (FILL)
700 CUSIC YARDS EXPORT*
*EARTHWORK QUANTITIES ARE ESTIMATED FOR
PERdIT PURPOSES ONLY. (CALCLLATED ON A
THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY
DUE TO SWIWAGE OR SWELL FACTORS).
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DATE BENCIMARK SCAR
�-� CITY OF ENCINITAS SURVEY CONTROL POINT
NO. 1004, "ENC -04• L.S. 7322 ", 2..5"
DISK IN DRAINAGE BOX INLET AT THE HORIZONAL N A
NORTHEAST CORNER OF LEUCADIA OAKS PARK
ON THE WEST SIDE OF RAINTREE DRIVE. VERTICAL N A
DATUM: NAVDB8 ELEV.: 67.64'
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P45o) LARET SIITER G ASSOCIATES
535 N. H16 WAY 101, SUITE A
So" BEACH CA, 92075
PLSA 163,5
WILLIAM G. MACK
R.C.E. NO. 73620
EXP. 12- 31-,2 I (p
PLAN WO & BUHMING
W�A BY:
DA TE-
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No. 73620
Exp. 12/31/14
LEUCADIA WASTEWATER DISTRICT NOTES
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SOILS EN13 EER'SC,ERTIFICATE
A REGISTETEO CIVIL ENGINEER IN Tf•E STATE OF
CALIFORNIA, PRINCIPALLY DING BUSINESS IN THE FMLD OF APPLIED SOIL
NECHANICS HEREBY CERTIFY*THAT A SAMPLING AND STUDY OF THE SOIL C(MDITIONS
PREVALENT WITHIN THIS SITE WAS MADE BY AE OR UDDER MY DIRECTION BE771gEN
VW DATES If -2-9•10 AN) f.-4 -1V . ONE COMPLETE COPY OF THE SOILS
T CO Tnl FROM THIS STUDY, WITH MY RECOM�ETDAT EA HAS BEEN
ITTED TD THE OFFICE OF THE CITY ENGINEER FURTHERMORE: I HAVE RE'VZWV
GRADIDm PLANS AND CERTIFY THAT THE UATIDAS D LUDED IN THE
V]ILS REPORT F01R THIS PRO„ECT HAVE BEEN INCORPORATED IN THE GRADING FLANS
SPE CIF rcm—
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EXP. OATP.
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metal AS DBFI►rov TA
GEOS ILS INC. gvizscelf 316m at'"941
5741 PALMER WAY CARLSBAD, CA, 92010 flwrcclf 1, 1 §f. ;3s °6
PROJECT ND. W.O. 6161 -A2 -SC eCT11Eer• l.14sn
PHONE (760) 438 -3155 B«s7MEst I►NO Pi $s%vHs
C.000 C2610.
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LOT 19 BLOCK 11 OF MAP 1859 DV TlE CITY OF ENCINITAS
COLNTY OF SAN DIEM STATE OF CALIFORNIA.
A.P.N.: SITE ADDRESS OWNERIPERMITTEE
256 -011 -13 828 NB'TUAE AVE NORTH LOT DR. LEONARD OKUU
ENCINITAS CA 92024 828 AEPTLtE AVE
ENCINITAS CA 92024
� 7• Fa'
s
s
DR. LEONARD DKIdV DATE
828 AEPTLW AVE
ENCINITAS CA 92024
LEGEND
PROPERTY
BOUNDARY
- -
PROPOSED
BUILDING
SETBACKS
— — — -
PROPOSED
CONTO MaS
95
EXISTING
CONTOURS
- _.._......
CENTERLINE
-
EXISTING
EDGE OF PAVEMENT
r«- �--
EXISTING
WATER MAIN
- ___..; _..__. _., a _..
EXISTING
WATER SERVICE
PROPOSED
WATER SERVICE
W
EXISTING
SEWER MAIN
. ..... - `�- - -
EXISTING
SEWER LATERAL
- - i
EXISTING
BUILDING_
EXISTING
GAS MAIN
_.w_
EXISTING
H(ARDSCAPE
PROPOSED
HARDSCAPE
F1
I
PROPOSED
0" HIGH 6716" CURB
PROPOSED
DRAINAGE DIRECTION
PROPOSED
SITE WALL
LIMITS OF WORK
W W
EDGE OF PAVEMENT LIMIT OF WORK
'
PROPOSED
LANDSCAPE MOUND
- -- � - -T %-
PROPOSED AC SWALE
t / ,.
••,r•/4 I r
PASCO LARET SUITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
595 North Highway 101, Ste A, Solana Beach, CA 52075
ph 858.259.82121 fx 055,259.4512 pltasengincerin0.com
PLANS PREPARED UNDER THE SUPERVISION OF
I DATE: 320
R.C.E. N0. 73620
WILLIAM G. MACK EXP. 12 -31 -14
APPROVALS
VIIII
EVIEWEL7 /
MASIH MAHER GLENN PRUIM
ENGINEERING PUBLIC
WORKS DIRECTOR
DATE: �/ 24 / ( 4 DATE: -�Itfll&f
i
0
•v
Q LEUCADIA
Sp
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a � �
VICINITY MAP
Al
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GRADING PLAN FOR:
11689 -G
828 NEPTUNE AVENUE NORTH LOT
07 -155 CDP APN 256- 011 -13 SHEET 1 OF '?
5/14/2014J: \Active Jobs \1635 \1635G.pr^o
1" PVC SO PLMP
QISF1 DARGE LINE
NOTES:
PRIM 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 PROPERLY
BACKFILLED AND COMPACTED?.
GEOTECHNICAL ENGINEER TO VERIFY Al r7TMn THAAT
Fr,/ L BUBBLER APPROXIMATE LOCATION OF THE ARTIFICIAL BLUFF IN THE AREA BEING EXCAVATED
TERGY'RIP –RAP EXISTING 1 1 2" GAS MAIN
/ iS STABLE DURING CONSTRUCTION
(D I � j ATOR � PER LCWD DWG 147 -8
` s s e EX. 'DEADMAN" ANT LID BMP SWALE AFA NOT 0 i /�I p EXISTNG Cif 6 GUTTER CONTRACTOR TO INSTALL TEMPORARY STORM WATER P( I 1 \ MODIFIED WTHOUJ7 A PFRMTT FROM rrrv� iI l TO REMAIN FOR ANY AND ALL STORM WATER WHILE THE TEMPORARY
1 ART
MATG
I EXISTING EXCAVATION IS ONGOING, UNTIL SUCH TIME THAT THE
M4TC & GUTTER FLOWLINE CONSTRUCTION OF THE BASEMENT WALLS ARE COMPLETED.
CURB FL 46.46
MALL LIGHT WELL DRAINS AND FOUNDATION DRAINS TO
INSTALL 6" DIA. DRAINAGE DRAIN TO SUMP PUMP. SEE PLUMBING PLANS.
WEEP MOLE IN SITE WALL
1
PRO 3' WIDE `}
AC SW 4 W/ (SEE i SUMP AND PUXVP
DETA THIS SH TG --%.81
IF I1V =93.89
IF OUT =96.58
IE =91.89
EXISTING SEWER LATERAL PER LCWD DWG 147-8
EXACT LOCATION TO BE FIELD DETER41AED BY
x.62 CONTRACTOR. TO REMAIN
INSTALL 6" DIA. DRAINAGE
WEEP HOLE IN SITE WALL
IE=FG BASIN + 4 "' — APPROXIMATE L ON OF
-- - - ' -'- - -- - EXISTING 6" WATER
=96.61 ' DESIGNATED LID BIORETENTION 8MNP AREA TO PER LCWD 147 -B
96.67 „r- i MODIFIED WITHOUTNAAPERMIT FROM TTHE CITY.
I (SEE DETAIL THIS SKEET) 112 SF
AC TRENCH RESURFACING PER
TRACTABLE CITY OF ENCINITAS STAND
IIVEWAY GATE- PROPOSED I" WATER SERVICE
W/ DUAL METER PER WAS WS-
U) II TO BE INSTALLED BY DIS AT
OWNER'S EXPENSE
n APPROXIMATE L CN OF
EXISTING 8" SEWER
PER L 147-B
XIMATE LOCATION OF
ISTING WATER SERVICE TO BE
RELOCATED BY DISTRICT AT
OWNER'S EXPENSE
?n
=97/0 �
��— APPROXIMATE LOCATION OF
.1 _ �i I EXISTING 6" AC WATER
PER LCWD DWG 147-8
16' CENTERLINE NEPTUNE AVE R.O.W.
20' .,
SS STA 0+00
EXISTING LWD SMH
W01 -1370
GRADING NOTE
ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE
APPLICANTS 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
DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN
PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS
GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE PROJECT UNTIL THE
REQUIRED PERMISSION IS OBTAINED.
FIRE NO
AN AUTOMATIC G CROSS A FIRE ACCESS ROADWAY OR DRIVEWAY SHALL
BE EQUIPPED AN APPROVED EMERGENCY KEY – OPERATED SWITCH
OVEGID COMMAND FUNCTIONS AND OPENING THE GATE. THE
RETRAC E DRIVEWAY GATE SHALL HAVE A KNOX BOX INSTALLED.
IRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED VERTICAL
EARANCE OF NOT LESS THAN 13 FEET 5 INCHES.
SEWER NOTE
IF NECESSARY, CONTRACTOR SHALL RELOCATE SEWER LATERAL TO PROVIDE A
MINI" OF 2' OF SEPARATION BETWEEN SEWER CLEANOUT AND PROPOSED WALL.
BEST LANDSCAPE PRACTICES CHECKLIST
1. WATER IS TO BE DIVERTED FROM HARDSCAPE AND ROOFS
INTO STGNWATER B4' AREAS.
2. IRRIGATION SHALL BE DESIGNED TO LANDSCAPE
IGIGATION EFFICIENCY NECESSARY TO MEET MAMA
3. ALL IRRIGATION SHALL BE GOLFED INTO HYDROZONES
AND DESIGNED TO DELIVER WATER TO HYDROZONES BIASED
ON MOISTURE REQUIREMENTS
4. ALL IR31CATIOIV TO BE INSTALLED WITH CONTROLLERS WITH
RAIN SENSING SHHITOFF AND SOIL MOISTURE SENSING DEVICES
5. PLANTS, WERE POSSIBLE WILL BE ROOT WATERED VIA
SOAKER HOSES OR XERISCAPM
6. DROUGHT TOLERANT PLANTS AND LOW WATER USE PLANTS
ARE TO BE USED THADUGHCUT THE LANDSCAPE
7. HIGH WATER USE PLANTS WILL BE LIMITED
B. TLAF AREAS ARE TO BE HELD TO AN ABS12LUTE MINIML#M.
LOWER WATER USE TUFF SHALL BE USED W-EN POSSIBLE.
9. A MADVTENANKE SCHEDULE SHALL BE PROVIDED INCLOWNG:
A. IRRIGATION WATERINfi, RLWF, EROSION OR IRRIGATION
SYSTEM FAILURE
B. MINIMIZING OVERSPR4YR6 ONTO HAROSCARE AREAS
C. REPLACEMENT OF LEAD, DYING OR DISEASED VEGETATION
D. ERADICATION OF INVASIVE S'ECIES
E. REPAIR IRRIGATION SYSTEM G CDAEOfENTS
F. REPLENISHING MLLCH
G. SOIL AMEWMENID WREN NECESSARY TO SUPPORT AND
MAINTAIN HEALTHY PLANT GROWTH.
H. FERTILIZING; PROVING, WEEDING AND NAAINTAINIMG HEALTHY
PLANT GOOWTH
I. MAINTAIN TO AVOID OBSTRUCTION OF MOTORISTS VIEWS.
J. IDENTIFY AMO IS RESPON cUBLE TO MAINTENANCE
10. RETICLLATTNG WATER SHALL BE USED IN ALL LECORATTVE
WATER FEATLIES
11. MULCH WILL BE USED ON SLOPES LESS THAN 3:1 TO A DEPTH
OF 3" TO MINIMIZE EVAPOTRANSPIRATION.
12. SOIL AMENNENTS WILL BE USED TO CREATE AND MAINTAIN
A HEALTHY GROWING MEORN FOR ALL PLANT MATERIAL.
SOIL TESTING WILL BE UTILIZED TO IDENTIFY ANY SOIL
DEFICIENCY AND OFFER AM ROMENT RECOM>M£NDATIOMS.
13. THE ESTIMATED TOTAL WATER USE SHALL NOT EXCEED THE
MAXIMP APPLIED WATER ALLOWANCE (MAMA).
256AP2 -17 (,' 4 PCC CURB G 3 -- SAWCUT
1" PVC OUTLET SCALE 1 " =10' 2' PER PLAN
PIPE @ 17. GATE VALVE
SWALE SHALL BE PLANTED WITH
EXISTING AC PAVING 3" AUA
BUBBLER OUTLET DRAIN STEEL COVER S R NOT 2% 4" MIN 2% ADEQUATE ARE R OR T L F TO
CHECK VALVE EUCA STEWATER DISTRICT (LWD) REQUIRES THE PROPOSED SEWER PUMP STATION BLOCKING THE DRAINAGE FLOW MAY
TO ATEOSETED OUTSIDE OF FOR PUMP BUILDING AND INSTALLED IN ACCORDANCE WITH THE LWD t ALSO BE PLANTED ON SIDE SLOPES. TUIiF REINFORCEMENT MAT
' 4" AC OVER 6" IF APPLICABLE
CLASS II BASE MIN U
BASEMENT tl \
�- PF -38.3 T �
3 HYDROMATIC SK6 ON CLOGGIN Aa .r DETAIL.
AREA �847N SUBMERSIBLE P W/0. 6HP, 1750 A
230/1/60 R AND INTERGRAL LEVE R� SCALE
CON 18" MIN 4 - 6" MIN. ENGINEERED SOIL
CO O ITCH (SEE SPECIFICATIONS c /ASTA/TO 13C y LOWE2 7//AFAJ r • *SEE NOTE BELOW
AND ILS PER BARRET 2" MIN. 318" GAVEL
A —� E FRED PUMPS) OR EQUAL �QSALEMT GRADE. I1SHtECT hLC
NO SCALE Sfre AwoFF TO 6.45SWI.
�� � SITE WALL L34" M�.� !x--16 MMIN. 3/4" CRUSHED ROCK
DEEP- ROOTED DROUGHT
TOLERANT PLANTS FOR
TO SCALE WELL - BRAINED SOILS OR — j ENGINEERED SOIL LAYER SHALL BE MINIMUM 6" PEEP SANDY LOAM SOIL MIX WITH NO
\ CITY APPROVED EQUIV. WEEP HOLE MORE THAN CLAY CONTENT. THE MIX SHALL CONTAIN 54 -60% SAND, 20 -30% COMPOST OR
�!\ �, HARDWOOD MUL ULCt -( AND 20-30% TOPSOIL.
V — NOTE: VEGETATED SWALES ON GRADES 1F MORE THAN 2.5% MUST INSTALL CHECK DAMS TO
R 4" \, LIMIT THE SLOPE OF THE SWALE TO 2.5% UNLESS OTHERWISE APPROVED BY TH " DIRECTOR
PE
2" HARDWOOD MULCH OF ENGINEERING SERVICES.
BUBBLER WITH ENERGY COVER G CITY
NBPPLMAVENUE R RIP -RAP DISSIPATER APPROVED EQUIVALENT NOTE NO FILTER FABRIC IS TO BE USED IN THIS SECTION.
ct I 18" ENGINEERED SOIL \
20 ' SEE MOTE BELOWGETA VEGETATED SWALE DETAIL
H INSTALL IMPERMEABLE GEOTEXTILE NO SCALE
>e LINER AROUND BOTTOM & SIDES OF
W 3 16' BIORETENTIONN SECTION TO
2% 2% 2% SATISFACTION OF PROJECT SOILS
INSTALL 4" PVC PERE SUBDRAIN AT 3 OF 8' GAVEL
BOTTOM OF SOIL SECTION TO SATISFACTION
� EXIST. AC PAVING* OF PROJECT SOILS ENGINEER IN FIELD.-`, 8" OF 3/4" GAVEL
CONNECT TO SUMP PUMP PER PLAN- **SEE NOTE BELOW
INSTALL AC SWALE * BIORETENTION 'ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP
PER DETAIL THIS SHEET '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
PROPOSED 20-30% TOPSOIL FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS QpFESSI�
SWALE AND ALSO FREE OF NOXIOUS WEEDS. QUO SpM GREG N9l�
GRAPHIC SCALE 1 " =10' #GRIND AND OVERLAY AS NECESSARY FOR mx3 14" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF B" BUT MAY BE ��yv� ;9n�m
SMOOTH TRANSITION TO EXISTING PAVEMENT. PASCO LARET SUITE
DEEPEND TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE A. a z
0 10 20 30 DETAIL No,
12/31114 -0 & ASSOCIATES
TYPICAL SECTION NEPTUNE VNE A BIORE "� ONDETAIL Ex �} CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
NO SCALE NOT TO SCALE rT9 CIVI\- ��Q 535 North Highway 101, Ste A, Solana Beach, CA 92075
OF CA'V�F ph 858.259.8212 1 fz 8$58,259.4812 I plaaemgineeriang.com
REVISIONS APPROVED DATE REF NCE DATE BENC RYLAI SCAL p AS BUNT oESTRG o BY oaTRG BY crlEWGm BY APPROVALS CITY OF ENCINUAS ENGINEERING DEPARTMENT DRAWWG N °
q �� 14 9 CITY OF ENCINITAS SURVEY CONTROL POINT PLANS PREPARED UNDER THE SUPERVISTON OF REVIEWED GRADING PLAN FOR:
G%) NO. 1004, "ENC -04, L.S. 7322 ", 2.5" BY:
DISK IN DRAINAGE BOX INLET AT THE HORIZONAL 1 " =10' Aid.
' ? NORTHEAST CORNER OF LEUCADIA OAKS PARK I �� DATE: MASIH MAHER GLENN PRUIM 11689 ®O
ON THE WEST SIDE OF RAINTREE DRIVE. WILLIAM G. MACK OAT Jam, A.C.E. N0. 73 20 ENGINEERING PUBLIC 828 NE AVENUE NORTH LOT
VERTICAL N/A R.C.E. NO. 73620 WILLIAM G. MACK WORKS DIR CTOR
DATUM: NAVDBB ELEV.: 67.64' EXP. 12 -31 -14
EXP. 12- 31 -y>c I DATE: (412411A DATE &' 2 07 -155 CDP APN 256- 011 -13 SHEET 2 OF 7
6 116 12014dAActive Jobs\ 1635\ 1635G.pro
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1 FROM BLLFF EDGE -
i
IRREVOCABLE OFFER TO •
DEDICATE AN E45EWNT FOR' � (FXPIC
PUBLIC ACCESS AND RECREATIONAL 1 F& --Z.40 ¢.
USE OVER AND ALONG THE IME , ,
SEWARD OF THE TOE OF BLLFF I I W(N ! x!t
(NO EXACT DIMENSIONS OR LOCATION)
(TYPICAL) c '
PER DOC. PD. 86- 085559 REC.1 MARCH 4, 1f
EXISTING SEAWALL
LOWER BLUFF\
�
IO SYSTEM i Cd
IRREVOCABLE OFFER Td DEDICATE
AN EASEMENT FOR OPC* SPACE OVER 1FL --0.50 1 "
AND ALONG THE SHOIELIPE'A
(NO EXACT DIMENSIONS OR LOCATION)' 1 IPA
PER DOC. 10.',86- 08556.1 EEC. p
MARCH A 1986; ? 1 1 f
EXISTING WITH
6" G(N13 TO AIN AT
TOP 'OF SEAWALL
APNI"I-W
sum
1 1 11 �c71� 11 1 G
}
ETD CF WALL 5' \MIN. I r7
FROM3LU FF EDGE 1
1" PVC OUTLET
PIPE ® 1%
BUBBLER OUTLET DRAIN-
R
I
PCC
WALKWAY
APN
256- 011 -17
AREA
4" PCC CURB
J
3
H
A —A
PD SCALE
0 .,P.
¢ I
NEPTUNEAVENUE R/W
1-�
GATE VALVE
STEEL COVER
--CHECK VALVE
' -r•I�m r 1'
1 \\
Q x
n
NOTES®
PRIM TO THE CONTRACTOR REMESTING 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 PROPERLY
„
i
BACKFILLED AND COMPACTED.
GEOTECHNICAL ENGINEER TO VERIFY IN FIELD THAT
I APPROXIMA6E.LOCATION OF
THE ARTIFICIAL BLUFF IN THE AREA BEING EXCAVATED
IP
1 EXISTING 1 1/2" GAS MAIN
IS STABLE DURING CONSTRUCTION
PER LCWD DWG 147-8
ED
ENT
'
USING CURB S GUTTER
CONTRACTOR TO INSTALL TEMPORARY STORM WATER PUS'
I
0 REMAIN
ALL STORM WATER WHILE THE TEMPORARY
1
MA XATST
EXCAVATION IS G UNTIL SUCH TIME THAT
6EXGUTTER FLOWLIAE
1
CONSTRUCTION OF THE BASEMENT WALLS ARE COMPLETED.
\ FL '27
*ALL LIGHT WELL DRAINS AND FOUNDATION DRAINS TO
;e 6" DIA. DRAINAGE
DRAIN TO SUMP PUMP. SEE PLUEING PLANS.
IN SITE WALL
-
3' WIDE
AC S
W/ (SEE SUMP AND PUUP
DETA
THI5 TG- -94.61
IE IN =91.69
1 IE OUT =94.38
} IE =89.69
EXISTING SEWER LATERAL PER LCWD DWG 147-8
EXACT LOCATION TO BE FIELD DETERMINED
BY
f ;CONTRACTOR. TO REMAIN
INSTALL 6" DIA. DRAINAGE
17- WEEP HOLE IN SITE WALL
IE�G BASIN + 4"
APPROXIMATE LOCATION OF
EXISTING 6" AC WATER
DESIGNATED LID BIORETENTION BMP AREA
TO PER LCWD DWG 147-8
Z
BE PRIVATELY MAINTAINED AND NOT TO BE.
M
MODIFIED WITHOUT A PEAFIIT FROM THE CITY.
(SEE DETAIL- -THIS STET) 112 SF
AC TRENCH RRESLWACING PER
-
1 CITY OF ENCINITAS STANDARROs
ITEM
i" WATER SERVICE
DUAL METER
1 PER WAS ME-09
TD OF INLSTALLED BY DISTRICT AT
{ b DER S EXPENSE
APPROXIMATE LOCATION OF
EXISTIMK; e" VCP SEWER
STNS, ROOTS, OR SIMILAR SECTS,
LCWD DWG 147-B
\ APPROXIMATE LOCATION OF
EXISTING WATER SERVICE TO OF
\ RELOCATED BY DISTRICT AT
U2 OWNER S EXPEL
SEWER NOTE.
LEUCADIA WASTEWATER DISTRICT (LWD) REQUIRES THE PROPOSED SEWER PUMP STATION
TO BE LOCATED OUTSIDE OF THE BUILDING AND INSTALLED IN ACCOROANGE WITH TIE LWD
PRIVATE SEEWER AGREEMENT FOR PUP STATIONS
7� ` ( HYDROMATIC SK60A2 NEON CLOGGING
23011160 MOTOR AND INTERGRAL LEVEL
CONTROL SWITCH (SEE SPECIFICATIONS
AND DETAILS PER BARRET
ENGINEERED PUMPS) OR EQUAL
PUMP DETAIL
NOT TO SCALE
20'
H
16'
\— EXIST. AC PAVING*
INSTALL AC BOURNE � =f
PER DETAIL THIS SHEET
PROPOSED
SWALE
DIRECT ALL RUNKFF 70 BASINS.
BASIN TO BE 4" BELOW ADJACENT
GRADE
DEEP- ROOTED DROUGHT
TOLERANT PLANTS FOR
WELL• - DRAINED SOILS OR
SIZE WALL
LCWD DWG 147-8
PTI.RE AVE R.O.W.
IF
CITY APPROVED EOUIV. WEEP HOLE
[ [�
1-1 ..... IF N [�— PER 4"
�I
BUBBLER WITH ENERGY f�, .'.�.'.....'< .' COVER HARDWOOD MULCH
T
RIP -RAP DISSIPATQR ... - APPROVED EOJIVALENT
!B" ENGINEERED solL
S=E NOTE BELOW
INSTALL IMABLE GEOTEXTILE
LEI ARDL40 BOTTOM s SAS OF
I =1 11=.1 11-1 i 1 =1 , :• BI(E'ErENTIDN SECTI ON TD
...— >..;:...,;,;:;. - ::• ;.•; � -,�
SATISFACTION OF PROJECT SOILS
INSTALL 4" PVC PEFE. 3" OF 3/8" AVEL
BOTTOM OF SOIL SECTION TO G
OF PROJECT SOILS ENGINEER .IN'FiELFJ 8" OF 3 14" GRAVEL
conNEer TO sty RAP PER �A�- .,.-.<..,..•;�, , , _ ' � �sEE nrorE BELOW
* BIOFETENTIOI 'ENIGINEEfED SOIL" LAYER STALL OF MIIVIFAaN 24" DEEP
"SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX
SHALL CONTAIN 50-60% SANS 20 -30% CO+POST OR HARDWOORD PHAAO•( AND
20-30% TOPSOIL, FREE OF STONES,
APPROXIMATE LOCATION OF
EXISTING 6" AC WATER
PER
GRAPHIC SCALE 1 " =10' *GRIND AND OVERLAY AS NECESSARY FOR **314" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 8" BUT MAY BE PASCO LARET SUITER
DEE�TD TO INCREASE THE INFILTRATION AND STORAGE ABILITY � THE y A.
No. 73620 � ^' �, ASSOCIATES
SMOOTH TRANSITION TO EXISTING PAVEMENT.
DETAIL � z
0 10 20 30 T i �IC['u.r SECTI ®N, ® AVENUE BIORETENTIONDETAIL ¢ Exp. 12/31/14 2
tit. 1� CIVIL ENGINEERING +LAN® PLANNING +LAND SURVEYING
�7
NO SCALE NOT TO SCALE � SHEET sP,4�F CIVIL � 535 N®rth Highway 10, Ste A, S ®lana Beach, CA 98075
OF' CALIF ph 855.259.5818 I fz 855.859.4818 I plsaenglneering.c ®ffi
REVISIONS APPROVED DATE REFE CES DATE BENCHMARK SCALE AS BZTlL.T oeSIGRED By DRAWN BY CHECKED BY A,ppR ®vAL.S OF g.NCINHAS ENGG DEPARTMENT DRAWMi ITT ®"
t CCIM1 REPLACE SHEET 2 R� � .. CITY OF ENCINITAS SURVEY CONTROL POINT PLANS PREPARED UNDER THE SUPERVISION OF REVIEWED GRADING PLAN FOR:
WITH THIS SHEET N0. 1004, "EMC -04, L.S. 7322 ", 2.5" BY: 11689 —G
� I DISK IN DRAINAGE BOX INLET AT THE HORIZONAL 1 " =10' + t DATE: C)// R v
NORTHEAST CORNER OF LEUCADIA OAKS PARK MASIH MAHER GLENN PRUIM
ON THE WEST SIDE OF RAINTREE DRIVE. WILLIAM G.'MACK 'DA E / ,� R.C.E. N0. 3 20 ENGINEERING PUBLIC 828 NEPTUNE AVENUE NORTH LOT Q
VERTICAL N/A R.C.E. N0. 73620 WILLIAM G. •MACK WORKS DIRECTOR
DATUM: NAVD88 ELEV.: 67.64' EXP. 12- 31 -.,f EXP. 12 -31 -14 DATE: DATE: 94I0;i 14 07 -155 CDP APN 256 - 011 -13 SHEET 2A OF 7
9141
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 WOi-0C OR AT THE
DISCFETIOV OF TFE CITY FIELD INSPECTOR. A WRITTEN LETTER OF
IERMISSIOV FROM THE ADJACENT FORTY OWNER MUST BE OBTAINED AND
SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY
DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN
PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS
GFOLAGS FOR A STOP-WORK TO BE ISSUED FOR THE PROJECT UNTIL THE
REQUIRED PERMISSION IS OBTAINED.
FIRE NOTES
AN AUTOMATIC GATE ACROSS A FIFE ACCESS ROADWAY DR DRIVEWAY SHALL
BE EGtIIPPED WITH AN APPROVED EMERGENCY KEY - CRATED SWITCH
OVERRIDING ALL COMMAND FUNCTIONS AND OPENING THE GATE. THE
RETRACTABLE DRIVEWAY GATE SHALL HAVE A KADX BOX INSTALLED.
ALL FIFE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED VERTICAL
CLEARANCE OF NOT LESS THAN 13 FEET 6 INCRES.
SEWER NOTE
IF NECESSARY, CONTRACTOR SHALL RELOCATE SEWER LATERAL TO PROVIDE A
MINE" OF 2' OF SEPARATION BETWEEN SERER CLEAPNDUT AID
PROPOSED WALL.
BEST LANDSCAPE PRACTICES CHECKLIST
r n r •• ► 7
�•• r 17. AN 1 •r a•4
a• •:I�ti I: r .� , r1 � r:71
I'I I -I 1 T 4ry •
2
1
1 7 r �r ll • "1 1171 'r d l
a.
r r r � I 11 •• -1^ ,•
- I r
I ►: � 7 r ti•• I � • -r• ,.1
•. r I -.771 L.;. •....► I
� / IO I: 1 / ► I• I
u:7 r 1 -•r ti r.� I .r
I r: I � .. ► I ►. r•
7•
-11 r.� I LEI 1 r -. :.► I I.
I I r r 1171 I t► I �► I
* ENGINEERED SOIL LAYER STALL BE MINIMUM 6" DEEP SANDY LOAM SOIL MIX WITH PO
MORE THAN 5% CLAY CONTENT. THE MIX STALL CONTAIN 50-60% SANS 20 -30% COMPOST OR
HARDWOOD M1AGHd AND 20-30% TOPSOIL.
NOTE. ° VEGETATED SWALES ON GRADES OF MORE THAN 2.5% MUST INSTALL CHECK DAMS TO
LIMIT THE SLOPE OF THE SWALE TO 2.5% UNLESS OTHERWISE APPROVED BY THE DIRECTOR
OF ENGINEERING SERVICES.
NOTE NO FILTER FABRIC IS TO BE USED IN THIS SECTION.
VEGETATED SWALE DETAIL,
NO
SCALE
2014J.' \Active Jobs \1635 \1635G.pra
STNS, ROOTS, OR SIMILAR SECTS,
AND ALSO FREE OF NOXIOUS WEEDS.
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 WOi-0C OR AT THE
DISCFETIOV OF TFE CITY FIELD INSPECTOR. A WRITTEN LETTER OF
IERMISSIOV FROM THE ADJACENT FORTY OWNER MUST BE OBTAINED AND
SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY
DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN
PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS
GFOLAGS FOR A STOP-WORK TO BE ISSUED FOR THE PROJECT UNTIL THE
REQUIRED PERMISSION IS OBTAINED.
FIRE NOTES
AN AUTOMATIC GATE ACROSS A FIFE ACCESS ROADWAY DR DRIVEWAY SHALL
BE EGtIIPPED WITH AN APPROVED EMERGENCY KEY - CRATED SWITCH
OVERRIDING ALL COMMAND FUNCTIONS AND OPENING THE GATE. THE
RETRACTABLE DRIVEWAY GATE SHALL HAVE A KADX BOX INSTALLED.
ALL FIFE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED VERTICAL
CLEARANCE OF NOT LESS THAN 13 FEET 6 INCRES.
SEWER NOTE
IF NECESSARY, CONTRACTOR SHALL RELOCATE SEWER LATERAL TO PROVIDE A
MINE" OF 2' OF SEPARATION BETWEEN SERER CLEAPNDUT AID
PROPOSED WALL.
BEST LANDSCAPE PRACTICES CHECKLIST
r n r •• ► 7
�•• r 17. AN 1 •r a•4
a• •:I�ti I: r .� , r1 � r:71
I'I I -I 1 T 4ry •
2
1
1 7 r �r ll • "1 1171 'r d l
a.
r r r � I 11 •• -1^ ,•
- I r
I ►: � 7 r ti•• I � • -r• ,.1
•. r I -.771 L.;. •....► I
� / IO I: 1 / ► I• I
u:7 r 1 -•r ti r.� I .r
I r: I � .. ► I ►. r•
7•
-11 r.� I LEI 1 r -. :.► I I.
I I r r 1171 I t► I �► I
* ENGINEERED SOIL LAYER STALL BE MINIMUM 6" DEEP SANDY LOAM SOIL MIX WITH PO
MORE THAN 5% CLAY CONTENT. THE MIX STALL CONTAIN 50-60% SANS 20 -30% COMPOST OR
HARDWOOD M1AGHd AND 20-30% TOPSOIL.
NOTE. ° VEGETATED SWALES ON GRADES OF MORE THAN 2.5% MUST INSTALL CHECK DAMS TO
LIMIT THE SLOPE OF THE SWALE TO 2.5% UNLESS OTHERWISE APPROVED BY THE DIRECTOR
OF ENGINEERING SERVICES.
NOTE NO FILTER FABRIC IS TO BE USED IN THIS SECTION.
VEGETATED SWALE DETAIL,
NO
SCALE
2014J.' \Active Jobs \1635 \1635G.pra
INSTALL TEMPORARY FIBER ROLLS
AROIAU PERIMETER FOR
h DURATION OF CONSTRUCTION
APN256- 011 -17
h 4 h INSTALL TEMPORARY GRAVEL
1 i i BAGS ALONG DRAINAGE PATH
I ( FOR DURATION OF CONSTRUCTION
/
�--
1
0
0
tt h� h h h l I
h ►h k hl {� fi
Cn
1 m ►h i hh °{ � �- I
APN2%011h 1h 1 1
�� hh y ►Ih � h4 � A�
i
�O
GRAPHIC SCALE 1 " =20'
0 20 40 60
RUNOFF
i
m 'fi=r --.
s
r-
}
t
s
INSTALL SILT FENCE
ARUM PERIMETER FOR
DURATION OF CONSTRUCTION \
N74 016301E 122.71'
®oo oWV
:- APN 256- 011 -13 ,
LOT 19 OF
MAP 1859
INSTALL HYt#TOEEDING TO
STABILIZE ALL ONSITE DISTURBED
AREAS TO SATI ACTION OF THE
CITY INSPECT
w
_T
TALL 7EMA�ORARY GRAVEL
GS A STOt3A1 DRAIN
EROSION CONTROL FLAN
SCALE 1"10'
4
r
TWO LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
GAP BETWEEN BAGS
ACTS AS SPILLWAY DETAIL: GRA vEL BAGS
GRAVEL BAGS TO BE INSTALLED PER CASQA SE -6 OR EQUAL NTS
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
`illl
IG
16.00'
/ 1
rf :n {
t If
2. STAPLE WIRE FENCING TO
THE POSTS.
---�/ 4 IN (10 CM)
3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE
THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL,
INTO THE TRENCH.
Eml�
WE
0
FILTER FABRIC fit/
%> WIRE
DETAIL SILT FENCE
NTS
SILT FENCE TO BE INSTALLED PER CASQA SE -1 OR EQUAL
a I
{
{{
{
{ S
MARY STABILIZED
ENTRAACE DURING
P AND SITE WORK
W
a
z
W
a
W
z
H
a
W
z
LEGEND
CONSTRUCTION ENTRANCE
SAND /GRAVEL BAGS (2 HIGH) o ®o®0000
FIBER ROLL iiiii'sifisirs
HYDROSEEP PAD PROTECTION IF
PAD IS LEFT VACANT FOR MORE +
THAN 6 MONTHS OR AT THE CITY + + + + +
ENGINEERS DISCRETION.
BW NOTE:
ALL CONSTRUCTION BMP'S TO BE INSTALLED PER CASQA
CONSTRUCTION BMP HANDBOOK OR EQUAL. DETAILS HAVE
BEEN PROVIDED ON THIS PLAN FOR REFERENCE ONLY.
COARSE
AGGREGATE
FILTER
FABRIC
/ t, . VA
A4 A
ORIGINAL
GRADE
L--1.i' MIN., UNLESS OTHERWISE
SPECIFIED BY A SOILS ENGINEER
SECTION A -A
= NOTE:
U
o CONSTRUCT SEDIMENT BARRIER AND
CHANNELIZE RUNOFF TO SEDIMENT
TRAPPING DEVICE
r—A
19' RADIUS
MIN. 30' MIN
f))t
A
WIDTH AS REQUIRED
TO ACCOMODATE
ANTICIPATED TRAFFIC
•,, , r !; : t ;tar : a` r i
t t � - a1 �•; a ri r,t ,, r
t .► , •-, a �•.erar rr •r is a
t •�• tt. / •a- f F
r f r• , a1 •a• r °, I t. r a1 f •
t-
, /a~ r a r• a c to • .
t. a t •r/ a °/ a/
tt.
, °t,aa► t
f a• I• aa•a• a
a•,. , t J a•/t t F , •., ,
a i
a r- v e. r`a�a f r r•r
/•f.a I I �, ti r• r/
•a •F• , •F i t
t• is
. ,, va t i • -
F . r , . F of / / ` ar + • if w. r+
/ / , r t •c •uat r I.1� ae
f e t + +
• •• of tea► :at °
t•f..i r7/ • , I of / •.•, ,. ,..•:,. ,,,.
.- ,ri.at t• -• a• t •r. -.. r •t •t •Fa . -r•a• `t
F , ,• r•, / F � t/ •a• a
•teat: i a' r f r f- is ,
1 t �. a► J 'C•I. t
.I t Fa 31 I • • , •.a•, of J • / • Fa •.•.,+
VET
i t a ar / a / t a•,I I. f
i , a •/taf w t •t t a• a s
1 'r, e t rr1• ! ►t � t F•,
,• AIRIF-F e f 1 1 r •11 •e1
DRAIN DRIVEWAY, U
No. 73620
Exp. 12/31/14
PASCO LARET SUITER
& ASSOCIATES
NTS
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
505 North Highway 101, Ste A, Solana Beach, CA 92075
Ph 859.259,5212E ffa 858.259.4812 E gllsae nglneering. �
REVISIONS APPROVED DATE R ENCE DATE BENCHMARK aSC+ATA AS BUILT oesT� er �T 6 e. �� a. APPROVALS CITY OF ENCINUAS ENGINEERING DEPARTMENT DRAWING NO.
crrr OF ENCrNrTAS SURVEY CONTROL POINT PLA REPARED UNDER THE SUPERVISI DF EVI WED EROSION CONTROL PLAN FOR
NO. 1004, "ENO-04, L. S. 7322 ", 2.5 " BY: ,4A ..A A
DISK IN DRAINAGE BOX INLET AT THE HORIZONAL N/A / u /' I
NORTHEAST CORNER OF LEUCADIA OAKS PARK WILLIAM G. ACK DATE DATE: , I MASIH MAHER GLENN PRUIM 828 AVENUE NORTH I"r 11689 -G
ON THE WEST SIDE OF RAINTREE DRIVE. / R.C.E. NO. 73620 ENGINEERING PUBLIC
VERTICAL N/A R.C.E. NO. 73620 WILLIAM G. MACK - DIRECTO
DATUM: NAVD88 ELEV.: 67.64' EXP, 12- 31 -pt,( EXP. 12 -31 14 DATE: G/2¢ /14 DATE: _ L /V 07 -155 GDP APN 256- 011 -13 SHEET 3 OF 7
61412014J; \Active Jobs \1635 \16356 pro
m mid 11
il 1 1
PROPOSED RESIDENTIAL CONSTRUCTION,
LOTS 18 AND 19 OF BLOCK 11, MAP 1859, ENCINITAS, CALIFORNIA 92024
(828 NEPTUNE AVENUE, ENCINITAS, CALIFORNIA)
OWNER4MER'S REPRESEUML
DR. LEONARD OKUN
C/o COHN AND ASSOCIATES, INC.
512 VIA DE LA VALLE, SUITE 208,
SOLANA BEACH, CALIFORNIA 92075
(858) 755 -7308
CML F_Nf.INFFR-
SOIL ENGINEERING CONSTRUCTION, INC.
ROBERT D. MAHONY, P.E., G.E., C.E.G.
927 ARGUELLO STREET,
REDWOOD CITY, CALIFORNIA 94063
(650) 367 -9595
GEOTECHNICAL CONSULTANT:
GEOSOILS, INC.
5741 PALMER WAY,
CARLSBAD, CALIFORNIA 92010
TEL. (760) 438 -3155
ENCINITAS, CALIFORNIA
.NOTE:
VICINITY MAP BY YAHOO MAPS.
SHEET INDEX:
A 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.
W
PROJECT NOTES:
GENERAL NOTES:
1.
DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH
SITE ---(a)
4
2013 CBC, AS AMENDED BY STATE 01# CALIFORNIA, AND
CITY OF ENCINITAS CODES AND ORDIN CES.
2.
ALL DIMENSIONS, CONDITIONS AND LO AN OF FACILITIES
Mr. NO. Olwn New Res -n4
TO BE VERIFIED AND DETERMINED IN IELD.
3.
EXACT LOCATION AND EXTEND OF TEMPORARY SHORING
REVISION Q
4 06 -72 -14
DESIGN & CONSTRUCTION PROJECT MAY BE ADJUSTED AS
APPROVED
FIELD CONDITIONS REQUIRE AT TIME OF CONSTRUCTION.
4.
ALL EXPOSED STEEL SHALL BE GALVANIZED OR
DATE
COATED WITH CORROSION INHIBITING PAINT.
5.
CAST -IN -PLACE REINFORCED CONCRETE SHALL HAVE
DESIGNED BY
MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS:
° "ERDM
- TEMPORARY SHORING PIERS BACKFILL: f'c =2,500 PSI
CITY OF
USE CEMENT TYPE II - V PORTLAND CEMENT.
DEPARTMENT
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,
71
GRADE 60 FOR #4 BARS AND ABOVE.
8.
STEEL MEMBERS SHALL BE:
HORIZONAL 1 " =10'
VERTICAL NIA
- ALL WIDE FLANGE STEEL MEMBERS SHALL CONFORM TO
PLANS PREPARED UNDER THE SUPERVISION OF
ROBERT D. MAHONY DATE:
R.C.E. 16459, G.E. 554, C.E.G. 847
EXP. 06 -30 -15
ASTM A572, GRADE 50,
<
- MISCELLANEOUS CHANNELS, ANGLES, AND PLATES SHALL
18 �c 19
CONFORM TO ASTM A36.
9.
REINFORCEMENT COVER:
Lij
- 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,
ROBERT D. MAHONY DATE
R.C.E. NO. 16459
EXP. 06- 30-15
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
••
0•
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).
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:
I. 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 II - 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 INSPECTTONS
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.
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REVISION Q
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REVISION Q
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REVISIONS
APPROVED
DATE
RE
NCE
DATE
BENCHMARK
SCALE
AS BUILT
DESIGNED BY
DRAWN
° "ERDM
APPROVALS
CITY OF
ENCINITAS ENGINEERING
DEPARTMENT
DRAWING NO.
1 •
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CITY OF ENCINITAS SURVEY CONTROL POINT
DISK IN DRANAGE BOXSNLET 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
ROBERT D. MAHONY DATE:
R.C.E. 16459, G.E. 554, C.E.G. 847
EXP. 06 -30 -15
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ROBERT D. MAHONY DATE
R.C.E. NO. 16459
EXP. 06- 30-15
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SHEET 4 OF 7
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SCALE: AS SHOWN ABOVE 4
AERIAL VIEW
SCALE: N.T.S.
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SITE ---(a)
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REVISION
A o4 -» -u
REVISION /\
[?j 04 -29 -44
REVISION Q
3 06 -04 -14
REVISION Q
4 06 -72 -14
REVISIONS
APPROVED
DATE
RE
NCE
DATE
BENCHMARK
SCALE
AS BUILT
DESIGNED BY
DRAWN
° "ERDM
APPROVALS
CITY OF
ENCINITAS ENGINEERING
DEPARTMENT
DRAWING NO.
1 •
.� �/b
CITY OF ENCINITAS SURVEY CONTROL POINT
DISK IN DRANAGE BOXSNLET 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
ROBERT D. MAHONY DATE:
R.C.E. 16459, G.E. 554, C.E.G. 847
EXP. 06 -30 -15
REVIEWED
BY: ASIH MA HER
MAStH MAHER GLENN PRUIM
ENGINEERING PUBLIC
WORKS DIR TOR
DATE: /34 ( DATE: "&d1
GRADING PLAN FOR:
8 2 8
07 -155 CDP
NEPTUNE AVENUE LOTS
18 �c 19
11689-G
ROBERT D. MAHONY DATE
R.C.E. NO. 16459
EXP. 06- 30-15
SHEET 4 OF 7
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FOR PROPOSED TWO (2) —STORY+ BASEMENT RESIDENTIAL
DEVELOPMENT.
— ALL GRADING, EXCAVATIONS AND NEW RESIDENCES
CONSTRUCTION IS BY OTHERS, N.I.C.
PROPOSED RESIDENCES BASEMENT PAD EXCAVATION PLAN
IS TENTATIVE ONLY TO SHOW LOCATION AND EXTENT OF
PROPOSED TEMPORARY SHORING.
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— ARTIFICIAL FILL PLACED UNDER THE-PURVIEW Of
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Afu
ARTIFICIAL FILL — UNDOCUMENTED
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QUATERNARY TERRACE DEPOSITS
REVIEWED
— APPROXIMATE LOCA77ON OF GEOLOGIC `CONTACT
DATE
:/' /,,,
ROBERT D. MAHONY DATE: - �+'�F�—
— APPROXIMATE LOCATION OF EXPLORATORY BORING (09, 2011)
TD =89'
NTH TOTAL DEPTH IN FEET
-5
R.C.E. 16459, G.E. 554, C.E.G. 847
EXP. 06 -30 -15
WORKS DIR
DATE: _4L2Ai_14 DATE: G L ,V
07 -155 CDP
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A APPROX. LOCATION OF
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FOR PROPOSED TWO (2) —STORY+ BASEMENT RESIDENTIAL
DEVELOPMENT.
— ALL GRADING, EXCAVATIONS AND NEW RESIDENCES
CONSTRUCTION IS BY OTHERS, N.I.C.
PROPOSED RESIDENCES BASEMENT PAD EXCAVATION PLAN
IS TENTATIVE ONLY TO SHOW LOCATION AND EXTENT OF
PROPOSED TEMPORARY SHORING.
REVISIONS
APPROVED I DATE
(Vv a 4I.Z.•2
1�
DATE BENCHMARK SCALE AS BUILT
_f 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 ROBERT D. MAHONY
ON THE WEST SIDE OF RAINTREE DRIVE.
VERTICAL N 1A R.C.E. NO. 16459
DATUM: NAVD88 ELEV.: 67.64' EXP. 06 -30 -15
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APPROVALS
O_
DRAWING NO.
APPROX. LOCATION OF PROPOSED,
PLANS PREPARED UNDER THE SUPERVISION OF
REVIEWED
GRADING PLAN FOR:
DATE
:/' /,,,
ROBERT D. MAHONY DATE: - �+'�F�—
BY:
MASIH MAHER GLENN PRUIM
ENGINEERING PUBLIC
828 NEPTUNE AVENUE LOTS 18 �?� 19
TEMPORARY HORING ALONG SOUTHERN
`
R.C.E. 16459, G.E. 554, C.E.G. 847
EXP. 06 -30 -15
WORKS DIR
DATE: _4L2Ai_14 DATE: G L ,V
07 -155 CDP
SHEET 5 OF 7
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- CENTER TO CENTER
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—NOT IN CONTRACT
TREATED
REVISIONS
APPROVED I DATE
(Vv a 4I.Z.•2
1�
DATE BENCHMARK SCALE AS BUILT
_f 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 ROBERT D. MAHONY
ON THE WEST SIDE OF RAINTREE DRIVE.
VERTICAL N 1A R.C.E. NO. 16459
DATUM: NAVD88 ELEV.: 67.64' EXP. 06 -30 -15
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APPROVALS
CITY OF ENCINITAS ENGINEERING DEPARTMENT
DRAWING NO.
APPROX. LOCATION OF PROPOSED,
PLANS PREPARED UNDER THE SUPERVISION OF
REVIEWED
GRADING PLAN FOR:
DATE
:/' /,,,
ROBERT D. MAHONY DATE: - �+'�F�—
BY:
MASIH MAHER GLENN PRUIM
ENGINEERING PUBLIC
828 NEPTUNE AVENUE LOTS 18 �?� 19
TEMPORARY HORING ALONG SOUTHERN
`
R.C.E. 16459, G.E. 554, C.E.G. 847
EXP. 06 -30 -15
WORKS DIR
DATE: _4L2Ai_14 DATE: G L ,V
07 -155 CDP
SHEET 5 OF 7
<
PROPERTY LINE
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ABBREVIATIONS:
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- CENTER TO CENTER
W
C.O.
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-CLEAN OUT
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(E), (N)
— EXISTING, NEW
N.I.C.
—NOT IN CONTRACT
TREATED
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P.T.D.F.
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-TOP AND BOTTOM
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0
1" 2" 3"
REVISION
Q
04_17 -14
REVISION
ORIGINAL DRAWING MEASURE
A,
04 -29 -14
REVISION
06-04- 14
REVISION
4
Q
Os -42 -14
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APPROVALS
CITY OF ENCINITAS ENGINEERING DEPARTMENT
DRAWING NO.
PLANS PREPARED UNDER THE SUPERVISION OF
REVIEWED
GRADING PLAN FOR:
DATE
:/' /,,,
ROBERT D. MAHONY DATE: - �+'�F�—
BY:
MASIH MAHER GLENN PRUIM
ENGINEERING PUBLIC
828 NEPTUNE AVENUE LOTS 18 �?� 19
11689-G
R.C.E. 16459, G.E. 554, C.E.G. 847
EXP. 06 -30 -15
WORKS DIR
DATE: _4L2Ai_14 DATE: G L ,V
07 -155 CDP
SHEET 5 OF 7
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APPROX. LOCATION OF
NORTHERN PROPERTY
LINE
CL
TOP OF SHORING WALL TO BE "
REMOVED UPON COMPLETION 1214" ( AX. )
OF PROPOSED BASEMENT, 3' -0 "±
BY OTHERS V.I.F.
CL OF SOLDIER I T.O.GRADE
T.O.W. PILE & PIER EL 96.0'±
VARIES — APPROX. LEVEL
INSTALL WOOD LAGGING, ROUGH
CUT, (P.T.D.F.) PRESSURE TREATED
DOUGLAS FIR, NO. 2, OR BETTER,
INSTALL 4x12 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 19
OUTLINE OF PROPOSED I 6
BASEMENT WALL
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)
III i t Itl I I— III —I 11 -1 I I -I I
11111 I I ILI II i II I I„I I I„I 11 -1I1 1— ?
QUATERNARY COLLUVIUM &
WEATHERED QUATERNARY
' TERRACE DEPOSITS
(UPPER 3' -6 " ±)
I
I
I_ QUATERNARY TERRACE-,
DEPOSITS
I- M
1= TO ASSURE TIGHT FIT ANY VOIDS BEHIND
I ' F
EXCAVATIONS AND BASEMENT (I 1 TEMPORARY SHORING BOARDS SHALL BE
CONSTRUCTION BY OTHERS I FILLED W/ 1/2" DIA. DRAIN ROCK AND /OR
5' -0" LEAN GROUT
S.A.D. ( DRILLED HOLE LEAN CONCRETE BACKFILL
PAD B
PROPOSED BASEMENT I W/ PUMPABLE CEMENT TREATED SAND FILL
(2 TO 3 SACK LEAN CONCRETE),
EL. 85.25'± B.O.W. i I I i ABOVE PROPOSED BASEMENT PAD EXCAVATION
LOTS 18 & 19 VARIES
I III =111 III I I lit' II —II
III Illi 11 I i1 I I
SOIL S PASSIVE
SUPPORT,
B.O.FTG. I QUATERNARY TERRACE
VARIES ' I DEPOSITS
77--711 =11 I 1 —T(T ' —•_
I 3" ( N'> C I
QUATERNARY TERRACE I DRILLED HOLE CONCRETE BACKFILL
DEPOSITS W/ f'c =2,500 PSI CONCRETE,
2' -0" DIA. DRILLED PIER, ' BELOW PROPOSED BASEMENT PAD EXCAVATION
SPACING 0 7' -0" C.C. ±,
PIER CONCRETE BACKFILL UP TO ' I
B.O.W. ELEVATION OF 2,500 PSI ;
CONCRETE, ABOVE B.O.W. ELEVATION I QUATERNARY TERRACE c?.r
TO TOP OF PIER POUR LEAN DEPOSITS If
CONCRETE BACKFILL, (TYP.)
' ' APPROX. LOCATION OF PROPOSED
WF STEEL PILE FULL DEPTH, TEMPORARY SHORING ALONG NORTHERN
SEE SHORING WALL TABLE "A" 1 I PROPERTY LINE,
B.O.P. 1 FOR SHORING WALL LAYOUT SEE
„« N SITE PLAN - PROPOSED WORK -1/5,
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.
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REVISIONS APPROVED DATE Rfg%NCEV DATE BENCHMARK SCALE
oNdao .111 11���16 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 ZA
DATUM: NAVD88 ELEV.: 67.64'
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APPROX. LOCATION OF
SOUTHERN PROPERTY
LINE
CL
TOP OF SHORING WALL TO BE
REMOVED UPON COMPLETION 12 4
OF PROPOSED BASEMENT,
BY OTHERS
CL OF SOLDIER
PILE & PIER
T.O.W.
VARIES —
INSTALL WOOD LAGGING, ROUGH
CUT, (P.T.D.F.) PRESSURE TREATED
DOUGLAS FIR, NO. 2, OR BETTER,
INSTALL 4x12 BOARDS FROM TOP
TO BOTTOM OF WALL,
INSTALL LAGGING BOARDS W/ 1/4"
WIDE GAPS TO FACILITATE DRAINAGE
THROUGH BOARDS, USE ADEQUATE
SPACERS, (TYP.)
jdl BASEMENT AREA
Lar 1$ D
OUTLINE OF PROPOSED _)
BASEMENT WALL
>r!
I '
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EXCAVATIONS AND BASEMENTI
CONSTRUCTION BY OTHERS
5' -0"
PAD EXCAVATION
PROPOSED BASEMENT
EL. 85.25'± B.O.W.
LOTS 18 & 19 VARIES
APPROX. OUTLINE OF
(E) ADJACENT RESIDENTIAL
STRUCTURE:
- AT SOUTH, SORICH RESIDENCE,
816 NEPTUNE AVENUE,
C) ONE -STORY ALONG PROPERTY LINE
3` -0 "± (SEE SITE PLAN -1/5, SHEET 5)
V.I.F.
T.O.GRADE
EL. 96.0'±
APPROX. LEVEL
�I�II -III
B.O.FTG.
VARIES
'= 1 I I - I I II 1I 1 I I I rT- Trt 3 N.) 3" (MIN.)
QUATERNARY TERRACE ' 1
DEPOSITS 1
2' -0' DIA. DRILLED PIER, '
SPACING 0 7' -0" C.C. ±,
PIER CONCRETE BACKFILL UP TO
B.O.W. ELEVATION OF 2,500 PSI
CONCRETE, ABOVE B.O.W. ELEVATION
TO TOP OF PIER POUR LEAN
CONCRETE BACKFILL, (TYP.)
WF STEEL PILE FULL DEPTH, '
SEE SHORING WALL TABLE "A" '
B.O.P.
v
IP
2' -0"
111; 1111111TI 1
2' -0" DIA. DRILLED PIER FOR
P L—
IF_
?J
P
QUATERNARY
COLLUVIUM &
SECTIONS A/6 & B/6
WEATHERED
QUATERNARY
SCALE: 3/4 " =1' -O"
TERRACE
DEPOSITS
W16x45, W14x48
(UPPER
3' -6' ±)
DIA.
14' -0"
—�
WOOD LAGGING,
QUATERNARY TERRACE-,
DEPOSITS
TO ASSURE TIGHT FIT ANY VOIDS BEHIND
TEMPORARY SHORING BOARDS SHALL BE
FILLED W/ 1/2" DIA. DRAIN ROCK AND /OR
LEAN GROUT
DRILLED HOLE LEAN CONCRETE BACKFILL
W/ PUMPABLE CEMENT TREATED SAND FILL
(2 TO 3 SACK LEAN CONCRETE),
ABOVE PROPOSED BASEMENT PAD EXCAVATION
TOP OF DESIGN PASSIVE
SOIL SUPPORT,
QUATERNARY TERRACE
DEPOSITS — —
DRILLED HOLE CONCRETE BACKFILL
W/ f'c =2,500 PSI CONCRETE,
BELOW PROPOSED BASEMENT PAD EXCAVATION
QUATERNARY TERRACE
DEPOSITS
PROPERTY LINE,
FOR SHORING WALL LAYOUT SEE
SITE PLAN - PROPOSED WORK -1/5,
SHEET 5
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.
l�. SECTION — TEMPORARY SHORING WALL B
SCALE: 1/2"=V-0"
' -0" G
AS BUILT
ROBERT D. MAHONY
R.C.E. NO. 16459
EXP. 06 -30 -15
DOWNSLOPE
2' -0"
DIA.
CL PIER
WF STEEL PILE FULL DEP
.Q 4 4 a SEE SHORING WALL TABLE
a
a B.
<
2' -0" DIA. DRILLED PIER FOR
P L—
WOOD LAGGING SHORING WALL
SPACING AS SHOWN ON PLAN,
P
CONCRETE PIER BACKFILL SEE
UPSLOPE
SECTIONS A/6 & B/6
SECTION —WALL
DRILLED PIER
SCALE: 3/4 " =1' -O"
25' -9"
DOWNSLOPE
W16x45, W14x48
2' -0"
10' -9"
DIA.
14' -0"
CL PIER
WOOD LAGGING,
-t
VARIES
\ CL OF SOLDIER
PILE & PIER
PL INSTALL BLOCKING,
P AS /IF NECESSARY, FOR
UPSLOPE TIGHT FIT
WF STEEL PILE FULL DEPTH,
SEE SHORING WALL TABLE "A"
SHORING WALL TABLE "A ":
1
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
W1Ox22, W12x26, W14x22
0 1" 2" 3"
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ORIGINAL DRAWING MEASURE
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CITY OF ENCINITAS ENGINEERING DEPARTMENT
GRADING PLAN FOR:
~
"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.
UL�WNLU CT urtnwn o, �M� NMV o. APPROVALS
RH RH RDM
PLANS PREPARED UNDER THE SUPERVISION OF REVIEWED
BY.•
DATE: G MASIH MAHER GLENN PRUIM
DATE ROBERT D. MAHONY ENGINEERING PUBLIC
ssR.C.E. 16459, G.E. 554, C.E.G. 847 WORKS
DIRE
EXP. 06 -30 -15 DATE: .6 /Z4/ 14 DATE: Olt
�
ABBREVIATIONS:
U
C.C. - CENTER TO CENTER
C.O. -CLEAN OUT
Z
E.W. -EACH WAY
(E), (N) - EXISTING, NEW
Z
N.I.C. -NOT IN CONTRACT
P.T.D.F. - PRESSURE TREATED
®
DOUGLAS FIR
T.O.G.B. -TOP OF GRADE BEAM
T.O.W. -TOP OF WALL
n
e7i
T. & B. -TOP AND BOTTOM
U.N.O. - UNLESS NOTED OTHERWISE
V.I.F. - VERIFY IN FIELD
B.O.W. - BOTTOM OF WALL
G.B.W. -GRADE BELOW OF WALL
O
B.O.P. - BOTTOM OF PIER
T.O.G. -TOP OF GRADE
S.A.D. -SEE ARCHITECT DRAWINGS
0 1" 2" 3"
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ORIGINAL DRAWING MEASURE
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CITY OF ENCINITAS ENGINEERING DEPARTMENT
GRADING PLAN FOR:
~
828 NEPTUNE AVENUE LOTS 18,& 19
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04 -17 -14
REVISION
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04 -29 -14
REVISION
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06 -12 -14
DRAWING
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11689
—G
SHEET 6 OF 7
6. All concrete should delivered through a tremie pipe immediately subsequent
approved excavation and steel placement. '�aroshould be taken toprevent ` ing
the walls of the excavations with the tremie pipe during concrete cement.
Concrete should not be allowed to free fall more than 5 feet. "Tall ein ° concrete
will not be permitted,_
6. Proper spacing (minimum of 3 inches} between H ams and the side wails, 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 until the Soldier pile concrete reaches
its 28 -day comer live strength.
9. A corn),PI106 and accurate record of all soldier pile locations, depths, concrete,
str gths, quantity of concrete per pile should be maintained by the special
\ ( nspector and gectechnical consultant. The shoring design engineer should be
\� notified of any unusual conditions encountered during installation.
Monit®rinq ®f Sho�
E �5 TO 6
;. J��a fr�2yi� L.��iPE^�t�v Da°4�
should make periodic inspections oft e 'ob
1. The sfv�ir?�. " nr his designee s o p h l
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 backfilled 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 bi- weekly. Permission to conduct
bi- weekly readings should be provided by the shoring design engineer in writing,
and be distributed to the Geotechnical Eng ineer -of- Record, Structural
Engineer -cf- Record, Civil Engineer -of- Record, and shoring contractor. Once
initiated, bl- weekly readings should continue until the permanent retaining wall is
backfilled to the design grade- Thereafter, readings can be made monthly-
Okun c/o Cohn and Associates, Inc. VV,a. 6161 -A2-SC
Lots 16 & 1s of Block 11, Map 1959 February 27, 2013
File:e:hvP12 \6181 \6161 a2.pge - ° - Page 23
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 to the Shoring Design 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 readin s.
7. If the total cumulative horizontal or vertical movement (from start of shoring
construction) of any nearby existing improvement reaches 'Az 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 shoring 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
1. The contractor should complete written and photographic logs of any existing
improvement located within 100 feet or three times the depth of shoring (whichever
is greater), prior to shoring construction. A licensed surveyor should document all
existing substantial cracks (i.e., greater than 1/a inch horizontal or vertical
separation) in the existing structures/improvements.
2. The%ontractor should document the condition of the existing improvements
adjacent to the shoring wall prior to the start of shoring construction,
y p
3. Thrs` contractcrr should monitor existingimprovements 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 shorelreinforce 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, Priorto commencing shoring construction, apse- construction meeting should take
place between the contractor, Shoring Design Engineer, Surveyor, Geotechnical
Okun clu Cohn and Associates, Inc. W.O. 6161 -A2 -SG
Lots 18 & 19 of Block 11, Map 1859 February 27, 2013
F11z'e$wP12V6161V6Y61a2.pge '` sa i:q iF37a- 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 resign 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 Mon torin Ali Excavations)
When excavations are made adjacent to an existing improvement (i.e.. utility, road or
building) there is a risk of some damage even if a well designed system of excavation
and /or sharing, 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 /cinch) 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 at
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 sharing 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 watt and building adjacent to the excavation. Exact locations may be dictated by
critical points, such as hearing walls or columns for buildings; and surface points on
roadways and sidewalks near the top of the excavation. The points on the shoring (if 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 backfiil has been brought to final grade.
The frequency of readings will depend capon the results of previous readings and the rate
of construction. Weekly readings could be assumed throughout the duration of
Okun clo Cohn and Associates, Inc. W.O. 6181 -A2 -SC
Lola 1s & 19 of Block 11, Map 1859 February 27,20r13
ale.e:Awp19V61(aAG161m ,'. ?4 Page 26
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
complete inspection of the existing structures both before and after construction. The
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 it 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.
r:�enerai
Preliminary recommendations for foundation design and c situation are provided in the
following sections, These recommendations have been d eloped from our understanding
of the currently planned site development, site obse -ions, and subsurface exploration
and laboratory testing performed to date, and engi eying analyses. Foundation design
should e- evaluated at the conclusion of sit rading /remedial earthwork for the as-
graded conditions. In the event that e information concerning the proposed
develot plan is not correct, or any angel in the design, [oration or loading
conditiof the proposed eesidenti structure are made, the conclusions and
recomations contained in this port shall not be considered valid unless. the
changee reviewed and conclusi he 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
supersdesign by th project structural engineer or civil engineer specializing in
structusign. Upo equest, GSlcouldprovideadditionalinput /consultationregarding
soil paters, as r atad to foundation design. Preiiim F dation Design i . oundation systems should be designed and constructed in accordance with
elines presented in the 2010 CBC.
Qkun c/o Cohn and Associates, htC.
Lots 18 & 1g of Block 11, Map 1859
Y 6161a2. a
Fde:a:lwPY216 611 p9
W.Q. 6161 -A2-30
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.
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DATE
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PROJECT
14 -027
DWG. NO.
Okun New Res -06
REVISION /131 \ A11 New Dwg.
06 -04 -14
REVISIONS APPROVED DATE REFS ENCE DATE BENCHMARK SCALE AS BUILT
DESIGNED BY DRAWN BY CHERKDEi�D BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
-1 CITY OF ENCINITAS SURVEY CONTROL POINT PLANS PREPARED UNDER THE SUPERVISION OF REVIEWED GRADING PLAN FOR:
DIISKIIN DRAINAGE BOXSNLET AT THE HORiZONAL 1 " =10' BY — i J.
NORTHEAST CORNER OF LEUCADIA OAKS PARK DATE: r'f MASiH MAHER a GLENN PRUIM 11689-G
ON THE WEST SiDE OF RAINTREE DRIVE. ROBERT D. MAHONY DATE ROBERT D. MAHONY ENGINEERING PUBLIC 828 NEPTUNE AVENUE LOTS 1 8 BC 19
VERTICAL N� R.C.E. NO. 16459 R.C.E. 16459, G.E. 554, C.E.G. 847 WORKS D/RECTO
DATUM: NAVD88 ELEV.: 67.64' EXP. 06 -30 -15 EXP. 06-30-15 DATE: (0/24/ 14 DATE: (Z9 Y
07 -155 CDP SHEET 7 OF 7