1989-9224 G (Plans) Dom .,
2. Equipment and workers for emergency work shall responsibility to contact the following
be made available at all times during the rainy owners of said utilities or structures A. GENERAL
season, All necessary materials shall be prior to any excavation, for verification
stockpiled on site at convenient locations to and location of utilities and notification 1. All work shall
be dons in accordance with thaw
facilitate rapid construction of temporary of commencement of work: plans, the standard specifications
for public
works construction, the design construction
devices when rain is eminent.
a. Sewers E NG+NIT'a5 `iirwF_R (619) 944 -50'19 standards of the City of Encinitas and the San
3. Devices shown on plans shall not be moved or Diego area regional standard drawings. Any
modified without the approval of the Engineering b. Gas i Electric - 517 r 6E (400 422 -4 changes or revisions
therefrom shall be
Inspector. approved by the City Engineer prior to any
C. water - 5AN DlE d +T_o vJA7vg(w C I) 7 request for inspection.
4. The Contractor shall restore all erosion Control
devices to working order. CV the satisfaction of d. Telephone - PACIFIC BELL ( 422 -x})
�
the City Engineer after each run -off producing 2. 7 6e sets [e ort titled SaLs Inwstt anon
For
P � Po osed Sin le
v Family Res;dence Lot 5 Block 13 Neptune Avenue Encinitas,
rainfall. a. Cable TV - ►rtcNs►o�/ ��1 -E�` �' "9DO0 P
5. The contractor shall install additional erosion 2. Contractor shall notify the City Engineer's CA dated
May 30, 1968 5app1;me/76J Soils InveSE ida E iop
n ,said - Epurl.
control measures as may be required by the City office 48 hours prior to beginning any work dated Ma 7 , 1989
bniti P,,91uWb Ketchum En�oiy
Engineer due to uncompleted g rading o or on this p roj ect. teal/ be CornfoLared as a part o,( 7�i[s
Grad
q p q g p p ect. Phone: (619) 944 -5070 inf p
6radnq shall be done in accordance w;lt, - Me recommen-
datlons and ;
unforeseen circumstances which may arise.
3. The contractor shall give 24 hours notice spec;!caEons contained
6. The contractor shall be responsible and shall on calls for inspection. Phone: (619) 944 -
take necessary precautions to prevent public 5070. All work performed without benefit
trespass onto areas when impounded waters create of inspection will be subject to rejection
a hazardous condition. end removal.
7. All erosion control measures provided per the C. GRADING r
approved gradinq plan shall be incorporated
hereon. 1. All grading shall be inspected and tested by a 3. Approval of this plan
does not constittitb
qualified soils engineer or under his approval of sizes, location and type of drairAeo
8. Graded areas around the project perimeter must direction. He shall inspect and test the facilities,
nor of improvements within strt*t
drain away from the face of slope at the excavation placement and compaction of fills and right
-of -ways. Separate approvals and permMW
conclusion of each work day. backfills and compaction of trenches. He shall for these shall be required in a"junetion
with
submit soils reports as required and will improvement plans.
9. All removable protective devices shown shall be determine the suitability of any fill material.
in place at the end of each working day when Upon completion of grading operations he shall 4.
Written permission shall be obtained for any
the five (5) day rain probability forecast state that inspections and tests were made by
off -site grading.
exceeds forty percent (40%). Silt and other him or under his supervision and that in his
debris shall be removed alter each rainfall. opinion, all embankments and excavations were 5. Contractor shall
take any necessary prope during
precautions
constructed in accordance with the approved required to protect adjace p
10. Should germination of hydroseeded slopes fail to grading plans and that all embankments and grading
operations. Anything damaged or
provide effective coverage of graded slopes (90% excavations are acceptable for their intended destroyed shall
be replaced or repaired to
coverage) prior to November 15, the slopes shall use. condition existing prior to grading.
LEGAL DESCRIPTION be stabilized with punched straw installed in 6. The develo r shall be
responsible that any
accordance with Section 35.023 of the Erosion 2. The contractor shall properly grade all
>�
LOT 5 IN BLOCK B OF SEASIDE GARDENS IN THE CITY and Sediment Control Handbook of the State of excavated surfaces to provide
positive drainage monument or bench mark which is disturbed or
California Department of Conservation. and prevent ponding of water. He shall control destroyed shall be 're-established
and replaced
OF ENCINITAS IN THE COUNTY OF SAN DIEGO MAP surface water and avoid damage to adjoining by a registered
civil engineer or a licensed
1800 FILED WITH COUNTY RECORDER ON 1924 SOIL ENGTNEER'S CERTIFICATE properti or to finished work on the site and
land surveyor.
shall take remedial measures to prevent erosion 7, The contractor shall design, cslmtruet and
I, 5 N. T61-IIIN a registered civil engilseer in the of freshly graded arses until such time as
maintain all safety devices, including shoring, -
State o Ca ifornia, principally doing business in the field of permanent drainage and erosion control measures
and shall be responsible for conforming to all
applied soil mechanics hereby certify that a sampling and have been installed.
' Y y p g local, state and federal safety and hos►lth
study of the soil conditions prevalent within this site was standards, laws and regulations.
made by me or under my direction between the dates
IECLARATION OF RESPONSIBLE CHARGES 3. All areas to be filled shall be prepared to be 8. Grading and
equipment operating within one -halt
tilled and fill shall be placed in accordance (1/2) mile of a structure for human
occupancy
(HEREBY DECLARE THAT( AM THE ENGINEER OF WORK with standard specifications. All vegetable erial shall be
P.M. and 7:30 a.m. nor on Saturdays, Sundays
shall not be eondgeted between the hours o! 5:30
FOR THIS PROJECT,THAT IHAVE EXERCISED RESPONSIBLE and 1 One complete copy of the soils matter and objectionable mat
A the surface upon Y s.
CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED report compiled from removed by the contractor from s study, with my
recommendations, has j and City recognized holidays.
Y
IN SECTION 6703 OF THE BUSINESS AND PROFESIONS been submitted to the office of the City Engineer. which the Lill
is to be placed. LO OSe fill and
CODE,AND THAT THE DESIGN IS CONSISTENT WITH CURRENT Furthermore, I have reviewed these grading plans and certify alluvial
soils shall be removed to suitable firm B. NOTIFICATIONS
STANDARDS. that the recommendations included in the soils report for this natural ground. The exposed soils shall be
AND SPECIFICATIONS BY THE CITY OF ENCINITAS IS specifications. he 1. The existence and location
o underg round
IUNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS project have been incorporated in the grading plans and scarified
to a depth of 6" and then compacted thes
CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, V 1 _ a minimum o! 90 percent. It shall spread, the
utility pipes and struc se shown v table
AS NGINEER OF WORK, MY RESPONSIBILITIES FOR PROJECT DESIGNS. Z_ � /g� a search of available
i - ��ft:�; 0 contractor's responsibility to place, spread, plans were obtained by
/,_ SIGNED: r n. Q� water and compact the fill in strict accordance records. To the bast of our knowledge
there are
���,, /L 29 88 with specificat Q �0 4 � M KF fl no existing utilities except as shown
on these
RCE NO.: Zt0 ZtP� <,, �Q C� �yc ions. plans, however:
SIROUS TA R1 KA MANI R.C.E. 28306 DATE / _
EXP.3/31/90 EXP. DATE: 3�3If �' `" 3 z 4. Cut and fill slopes shall be cut and trimmed to
aWe 26267 finish grade to produce smooth surfaces and precautionary me The contractor a
required to take due
Exp. 3/31/90 uniform cross sections. The slopes Of measures to protect any
E[vGrNeERs ADDRESS existing utilities or structures located at
excavations and embankments shall be shaped, -
311 CAMrNlTO H[iNDIR planyed and trimmed as directed by the engineer the work sits. It is the
contractor's
�o �/ / NG�N� ; .Q of work and left in a neat and orderly
SiIN prr6o . cR 3213/ AIIFLh' condition. All stones, roots and other
matter exposed or excavation Or embankment
Et: 566 -6516 slopes which are liable to become loosened shall GRADING PER THIS PLAN WILL 3E coMPl.ETE
my o<T is
be removed and disposed of. The toe and top of
all slopes shall be rounded in accordancq with
the Grading Ordinance.
5. All trees, brush, grams and other pMEkr,..,
objectionable material shall be collected,
piled or otherwise disposed of off the site by
the contractor so as to leave the areas that (' NO. 283
have been cleared with a neat and finished E�p�r<s
SIT ADDRESS 3e� NtPTuNe A� PROJECT LOCATION > RD appearance Tres from unsightly debris. Approval /
SIT PARCEL n(2 256- 351-0500 a of location of debris fill shall be secur Engineer prior to V
ad from .3/31/90 A j
the soils engineer and City IT
PERM / TEE a
N the disposal of any such material. OF Opt \'`� /
Q ' .C.i...I,..«.�.
JAY JU/1NST N �! D . LANDSCAPING K�fESS /o � ,�Htkl N ���
/23/7 LOCHEOALE LANZ
Lo.5 Aw�zos LA, .9004'.) �a ROSETA 1. All slo • shall be planted ved Yrigated in
U H �
accordance; wish plans app the City
Engineer. "Plans shall eonlora to the City of - ?
ST Encinitas Grading Ordinance and all adopted NO 28306
v
P landscape and irrigation standards. 6cp, d 1
Y _
� A ST * y 2. Finish grading and planting shall be * s / Colt �P
K
accomplished on all slopes prior to Oetobbr 1 or
immediately upon completion of any slopes graded �`! rA0O�% n
J y - between October 1 and April 15.
4t " E,. • xRosiom CONTROL
B ST
sNEET CI TY CI OF ENCINITAS
1. In eels emergency work is
ENCINITAS BLVD required, contact DEPT, OF PUBLIC WORKS s Ts
j+, E�s.jLi at` -[s) 7 9ti /7L (phone No. );
NEPTUNE AVEAW
GRADING PLAN FOR
SINGLE FAMILY RESIDENCE
OWNER MR. ✓. JOHNSTON N -200 e 7 7
VICINITY MAP CITY APPROVED CHANGES BENCH MARK: APPROVED BY CI ENGINEER ►EEF of o
N.T.S. NO DESCRIPTION APPROVED Er GATE DESCRIPTION:
L OCATION, �/V�/GtT6 _
.«l1 /�. /#VOA/ aL&r Go T_ .�
- - - ev
RECORD FROM: i ci iTA GRADING
PLAN ND.
ELEV: DATUM:
Rum. 4. I4
4 f7
ABBREVIATION
( 1' ( o /
F.G. FINISHED GRADE
B.G. BREAK IN GRADE 141
I.E. INVERT ELEVATION ! s c3 I o
TW TOP OF WALL I /4
ALHAMMU FOUNDRY A-2010 PL PROPERTY LINE ' '
CAST IRON GRATE MIN. MINIMUM �, -r 10 �� /
/ •�j ��, �,
SMH SEWER MANHOLE 7
I I
<ae ,3orrbn
CLF CHAIN LINK FENCE i2 �E� sokso c -/ =� �,' E�eATON'
D D 36' TO FACE OF BLDG. CONC CONCRETE % SEE ' wOFIC I E 7-0 1 sECTIa/v r
r EXST. EXISTING -� �' I `fT sc '•: o No/ i " =2f v h'r.
28 TO FACE OF I�PER DECK /EXSTI
L -- r i ?r —� PROP. PROPOSED
CPP. CORREGATED PLASTIC PIPE - �� �_ = 40'- MIN /MUM SETBACK
EL. ELEVATION
i - - 1
E EXISTING STRUCT
CD INSTALL DB -1212 DRAIN BOX VaQV&FN To er: MELD IN l2' FACE OF.
IY
—PER ASSOCIATED PRODUCT INC. PLNce ✓nio 39n0 &96 STRUOTURE
SEE DETAIL "A" .Tao ; Bo £XI STING CONC. � I
STA IRS
EXISTING 6 0 H H EX I EXISTING BLK WALL
DETAIL -A ("WECK (E XISTING )
INSTALL DB -1212 DRAIN BOX 2�
PER ASSOCIATED PRODUCT 40' FROM TOP OF EXI BCK NML /
SEE DETAIL A" BLUFF 5 1 y� J� al 1 I CONSTRUCT SIDEWALK
4" To l �,
\IN TA LL 3 CORREGATED UNOERDRA/N PER S D.
S �. U- I (L OM e" LASTIC PIPE
VARIES FR ►� y ( ^ 12 OWG.D -27 Cs�ck -Oj
\N I 'J T W 84 / 1 j i io '� f /ST• BLK(I/AL(
m r+ BY _ x % •L- -EXIST wM
EXISTING UTILITY POLE SC
I 7
iK � - -� 133.34' °s � — fl MrK `— - — 6 ; - � 'i.' TO
A F
� 1 N
i
C
f �
\ % ^" 1
2X � 1 � 2X M/N � •
v� THIN WALL KNOCKOUT On/�7
THIN WA EACH OU / �0 PRO .RESIDENCE / 'H /6�5' T 2' /-//C•`/
— ITY +d 4
1u EE �G• o
S 0 �
m Q M /n/ 60 TO IJr' Fes-
�
y
A v� � °tea vE '�'ir
f
1
s .r z 2,
F.G. 84 z
O Wm m Qro / / II
qOr
SEC TION D -D '4 MIN. 2X Ml . y A ,TPP /41�' SEE /t A
o 2. / . (894
/ ,(Be' z I D' 1 EARTHWOOK OUANT /TICS
DRAIN BOX DB -1212 I 1 �� �� I i 1 cur 250 cu YDs
it
°' � FILL 30 CU YDS
N.T.S g �� _ o i
ter — _ -- G J//
2:IIMUO� — r '= t CONSTRUCT SIDEWALK SL RA T� �S
FROM H/G TOP INSTALL 3" CORRELATED b i 6/ EXISTING. 72" a+ �1- o UNDERORA /N PER
42' - - --
a T ••• STD.DWG D -27 CsaGrl CUT 2 = I
n
INSTALL DS -1212 ORA /N BOX PLASTIC PIPE �e'� ti E STING BLK W N
\ PER ASSOCIATED PRODUCT INC. °� OF BLUFF 'P WOODEN FENCE FILL 2 �` I : 1
+ DOWN SPOUTS S BE INSTALLED AT CORNERS OF HOUSE WhERE ` SEE DETAIL "A" fL 135.5' E ss HIGH)
'TWY WILL BE CON➢1ECTED BY CPP TO TIE INTO DRAIN BOXES. EXISTING DECK EL (8n
yl ' SPECIAL NOTES
+ *PROTECT IN PLACE L ALL GRADING DETAILS WILL BE IN
ACCORDANCE WITH SAN DIEGO COUNTY
LEGEND L EXISTING STRUCTURE EXISTING GARAGE / II REGIONAL STANDARD DRAWINGS
INSTALL DB -1212 DRAIN BOX 4' D S DS -8 , DS-10, DS -11 , D -75
EXISTING CONTOUR — - - -32 PER ASSOCIATED PRODUCT INC. 2. AILL EXISTING STRUCTURES ARE TO BE
SEE DETAIL "A 4 6XIS7
FINISHED SPOT ELEVATION 48 72 -r OUTER FACES OF BUILDING /5 • 51/>E"RLK 25' PROTECTED IN PLACE UNLESS
OTHERWISE /ND /CA
DAYLIGHT LINE —► ATED ON PLANS.
EARTH SWALE -- R/W 3. THE CONTRACTOR SHALL COMPLETE WORK
PROPOSED DRIVEWAY G -14 �� 2s TO FACE OF UPPER DECK 12'FACE OF WITHOUT DISTURBANCE OF THE BLUFF AND
PROP OSE INING WALULOC ONLY)� A� � BETWEEN THE TOP OF BLUFF AND ANY STRUCTURE
STRUCTURE SHALL MAINTAIN A 5'MIN BUFFER
PROP
CUT OR FILL SLOPES C`S - 10,11 3 R1W I5
FINISHED GRADE { ® 2 30 TO FACE OF EXIST. BLDG. 4. THE CONTRACTOR SHALL CONSULT THE SOIL ENG
EXISTING SPOT ELEVATION Q d !NEER PRIOR TO ANY OPERATION WITHIN THE BUF.
VARIES
A1 W w.wc� — SDRSD C -L— ® ° FER ZONE.
PROPOSED
m FL S. CO/vTPq C7O� 7t �EeiFy' f r vr�pilfs
Z w o o eV e01 , ic&r /,y 6 r/fX .SO<< - i✓G/ iVe-Z- 4
J J W NEPTUNE A VE — — C = t
u SEIBHCK 2 '
55., 22' 15'MIN. 25 ' MIN 2 oQROfESS /p�,9
!
cc 35' MAX. EXI., l 60" CLF PROP. BLOCK WALL IiER/
CL 7
W � 5' -
m :MI - -* - l 'c oJ S Fy F
EXISTSTEMNALL 7YPE /B -J-'111611 + � p( /STING 7 2 0 NI
EXISTING GRO wu l0' TW O 6 /SEE' - sDE =SD C / TW 84 j 2
PROTECT /N PLAC I - 3.G 83. WOODEN FENCE s 5 N0. 28306
G•�.d • +� EXISTING STEM WA L
_ of I sl Ems, 3 -31 -�0
p I 1 � 93 2_7 2X MIN. 2X MIN. F 83
I /
�� el—
DRAIN 30X EXISTING DECK
DB -121,L PER DB -1212 PER EL. 814
r FINISHED GRADE II W ASSOC.IPRDCT.INC." FINISHED GRADE ASSOC. PRDCT. INC 9TF OF CAUF'�
Z�IN V 3� ~ 3" CORREGATED PIPE —
/ P _ _ EXISTING GROUND 3" CORRELATED PIPE BWBOSiTYP) -
SOP. RETAINING WALL
LOCTT/ON SECTION B -B
ND /S TO
/ DRAIN BOX 9&1212 BE PART OF THE UILD /NG''u $ITE ADDIESS EN
ro coMVECTEO To OWM spout PLANS E / ; FINISHED GRADE ACCESSOR'S PARCEL NO. 256- 352 -0500 SCALE: HOR l " = 5' VER,
l " = 4 -- 2 CITY OF DEP ARTM E NT
FROM ROOF. µM Q!2 ENGINEERING DEPARTMENT S ETS
73 n °
gat �A 717 w ° JAY SPECIAL USE PERMIT N0. /TEE SPECIE PERMIT N0. (� AT TU NE
PLAN FOR:
o e 304 PTUNE AVENUE
DRI ✓AY ✓ TENTATIVE MAP N0.
x MI \ J 123/7 LOChEDALE LANE SINGLE FAMILY RESIDENCE
ELEV. slwwN ON PLAN rtYRI
Y
LDS ANGELOS CA. 90049
/ r COVER EXIS7iNG rYPE -C pH ,- OWNER :MR J. JOHNS TON - - COORD. 322 -E16
3" CORREGATED a SUTTER Put r �Y i
PLASTIC PIPE SECTIO C -C - SECTION A -A CITY APPROVED CHANGES BENCH MARK:
NT.S SCALE.- HOR 1 " = l0' VER. 1 " = 8' W NO. 25306 DC"IPTION : znivc.rr ELEV. APPROVED BY CITY
(NEER
EXIST 4 Syl.J ,� NO DESCRIPTION APPROVED w GATE IG
Tewr 3" COMWGATED
M
G f/�°A� ✓E1> ( //n 1(� tl I � z� ivlAni
PLASTIC PIPE * Exl.irsE �/.i1 * � � � LOCATION : f T.S BY
f 1 \F
RECORD FROM. GRADING �1
/r'w'� '� r•`�'a{. —i� `�h PLAN NO.
ELEV: 3 DATUM: DATE
ABBREVIATION
F.G. FINISHED GRADE ¢
B.G. BREAK IN GRADE
I.E. INVERT ELEVATION /0 0 2 O, ��,
TW TOP OF WALL -
PL PROPERTY LINE
MIN. MINIMUM
SmH SEWER MANHOLE
BLK BLOCK L1i�IL" E .
CLF CHAIN LINK FENCE
D 1 r p 3r ro FACE ar ILDf� CONC. COM IE . EROSYCKI CONTROL PLAN
OF � �
PROP ItI.T S
� _ >!w� to FAf� 61�MIER DES am EX=T. EX I PR �D �
J CPP. GOW"TED PLASTIC PIPE 40= M/NI SETBACK
- - - EL. ELEVATION
_ LxIBTMw 81�w �
AWYALL WA W AVA/N /OX E
Ir pa ABSOCAA1r P11g01CT INC �sove�N 7%) 6r, n�cn I r PACE Olr,�l
ON DETAAL '9N r "� ' s FX /87/N6 CAINC simuchii
StAges ( 1) STAIRS
DETAIL -A caaX ornrArw f E1 M0r rsr, a'
'WALK' II 9XISTIN6 XX WALL
INSTALL
D19 -ItA! p1AMl BOX � ,I I I
PER AA IA TO PRODUCT 4 FNM TOP OF EXIST gGK.
SM WAX
r r y� '
/I1wTALL 1' Arm COIIw11NiCT SIDEWALK i
PL1171C PM[ UIa1wM /N PER
vARlfrt NIOM r » 16' ; 3.
TW M �•
_ �� t �/ itT. �c�rpMU. D101 wti
f, l33• _ __ — _ —_ _ A1X/S7/AG UTILITY POLE
�A�� fR 83 4 • '�^ •// T A� TO /
STAMW CM Nib
rn
/
tx,.W / I
SEE Sol ( y PMOr \ 1
fi
c? �, �
to. nu
/ .-. /
SECTION D-0 er >wlf � I I It s CIVIL
V I L
v —
1 ,fir
- - -- /� - — I I ' . A 4r F of cA��E
c � D mr �`� ART oww GOUANTMES
DRAIN eox QS -1212 I
I �' -" - _ � a � - I - � � i . • .� . ; 1 � I - cur - - -
l – l ( 1 250 CU YDS
KT.S \ - / l �
_ar.Arts- —
+ : FILL 30 CU YDS
COIAISTRUCT SASEWALK SLOPE l3fl T/ OS ON
• Donw �rDVrs sL A� AAITACtED xr'Art of IAOU9E PlA AAA PRO/MC AAA • �� 1 I[ /33.5'1 EXiI IIMG FEMCE / r AAR w s Tn� 7 Cur
s rI
DETAIL `Am
'THEY WILL BE COASAECTED NY CPI► TO TIE INTO DRAIN BOXES (66" HOW F /LL 2: /
. • PROTECT IN PLACE O ExisriNS a (sA I SPECK(. NOTES
OF WALL II J. ALL GRA DING DETAILS WILL BE IN
. LEGEND l ow a AI'XIB STAwmv 1XISTM I •, �� ' REGIONAL STAAIbARO ACCORDA DIE GO COUNTY
ALL ��
EXISTING CONTOUR _ - - -82 DRAW
FINISHED SPOT ELEVATION �--- �• r /AAG s• I 2. AI L EXISTING STRUCTURES -
7ARE TO BE
DAYLIGHT LINE - -I -- ttouTER FA�t IASN� Ia' '
EARTH SWALE 8 PROTECTED IN PLACE UNLESS OTHERWISE /ND/CA
ATED ON PLANS.
PROPOSED DRIVEWAY G -14 Aw' Riw 3. ThE CONTRACTOR SHALL COMPLETE WORK
PROP.RETAINING WALLILOC ONLY)o�G , IfFAffOF
CUT OR FILL SLOPES PS -10,11 sT c WITHOUT D/STLARBANCE OF F E BLUFF AND
1a• SHALL MA /NTA /N A 5'M /N BUFFER
FINISHED GRADE 3O' TV FAW p D OW AM R/
EXISTING SPOT ELEVATI __�!.!L BETWEEN THE TOP OF BLUFF AMD ANY STRUCTURE 4
y1 ° _ . ThE CONTRACTOR SHALL CONSUL T ThE SOIL ENG
PROPOSED �'w4w S.DRSO C �_ : t� 1 HER PRIOR TO ANY OPERATION WITHIN THE BUF.
R
J
1 41
N Exisr. so- \
o - � '• �° • PRaP BLOCK WALL
EXISTING MOUND
EXISTINS er�DUMD EX /8TlT�IY1LL �
� PROTECT MY PL AS q ` • � TW 11 " " EXISTING 72" HISH
�
r t`.�1' _
WOODEN FENCE
d I I 2x MIN. OT • EXISTING STEM WALL
FIN/SMIr 3" CONVISATED PIPE aRAaE r q�nAL Amt FnvisNED6RADE DS-l� T. INC
2X ANN ASSOGArC7. /NCI EXISTING DECK
MST SROL11n EL. 8 /Y
/
PAP sLE ✓ B3� PAD OLEv � WALL 3" CORRELATED PIPE —
/ DRAMI MM M-nn --.. L ION K TO
m conptctl�o to DIM SE PART F TW BUILDMIG r FIN /S1 L8 ARADE SECTION B -B
PLANS ° V SCALE. HOR I " - 5' VER. l " S 4 tMEET�
FRION L oft � ? � \ J AC PARCEL NO. 2256 -332 -0.500 ( J C ITY
M4 NE MN ENCINI A S SM E PjEftv Ts AM ` M/VEIIMY
I PERMIT NO. t �E /ON' CON 7 FYAA/
- -- it alv a11Uw it \ - -- n,�y 18317 LOCAEDALE LANE TENTAT/VE MAP NO
FO P
LOS ANi'E'LO8 CA. 90049
StAfif<tE fAM /LY 1PESIDE'NCE -
PLArr/CPm 04 D- OWl1ER J. JOFMfSTON CIIi
S : HOR I " _ 1 . I + 9' .: �„is cr 7vv
MARK: N'-3ZA 4FV7�
6-��MI/�RiDcAtD4 -2 Na TION 0[1M1►11AN:
N,AK � M7t APPROVED MY CITY IGINEEIt
iyM! �, �" � �...
,- T � T t r ��: GIlADIp6
N O. 9Z�� c�
,.
i r
v
i
Mortar or rt•b►nbw esmtwse !" 1t 6" etsn
FioiMw /round Nse ! iN" C Mod WON N
z es Ns owp We& withis *A
area #or btiel backful deeige.
Vertk* ntrsf. VseNal ninf.
W= d alb
Grout tNkN No
TN N tooting
_ Fi1Nr Ilsesriel, 1" ma :. txsehad
Noriromm nisi. ftu r •: • "POW 4 a. h. per 4" die.
bond boon block • • :' 4 zlo,
i drds st 1 cu. ft. per h. of open
Asst leinq
4" die, drain th 1/4" gely. wire meah
CAP DETAIL KEY DETAIL earean g'. w 0" on centen, or one row
hwiseRteny of open head joints. ne M li ww
TYPICAL SECTION
NOTE
AN nneenry ream nq welts Shad be constructed
with us, key and drainage details w shown hereon.
V IP
ar
�q
i
'�1ylAy -
i t �.
/ "3 0 '-s t : -`
wA i _ - ' �-, I 1 /' f G. a to rN
WA Ll-
2�
A E.
4 40oGlX •s fd 41~ 49' o L '
Av/ Me x'v (v eri ,
>/✓ I►7 js
.1
U4I.Y G r' s:r r ALL Ci
FE
r 0 R�
4 / \ ' NO . 28306 4
, tilt, � - s/ C / VIA Q
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