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WORK bft6NN ONE -'t W! SHEET` t5 SCHEMA11c. _L S-0-1i VAULTS
lTEMS, I.E. XiCEES. _514XU 3. GROUNfiJCOVERS. ETC.,
�ti X
-��i bHOWN �W
,W TK PPROXI MATE - 10CATi0N5 �IkT DO NOT , ..
USE ' THfSE PLANS TO MEN5108 FOR
_-
MATCHLtNE
CEMENT 01'"' THES S. DETAIL - -VKAWINGS MAY `
'tk OVIDE AODiTi0 CLARI-FICATIOX - M LOCATION • OF R. _ CENTERLINE Or
-!" -IT1`M5. ONTRAdTOR SHALL, NOT LOCATE ANY STREET
r
E
ITEMS ERE 15 OBVIOUS THAT THEY ARE IN PIRECfi
. o
- C ONFLICT 'UNDERGROUND UTILITIES. STRUCTURES L NF - - `�- �--•-
- _
�, ( - PROPERTY
ERMAN tMPROVEMENTS. OR PEDESI AND
V K . '8 CONSIDERATIONS. CONTRACTOR
_
SHALL_ SOT_, N5TALL ANY PLANT MATERIALS IN � : l 4 � • --- --
LIOCATiONS - TH E' ULTIMATE GR OWTH OF THE PLANT
I
,
E J •
TERIAL5 LL -- DAMAGE OR AFFECT STRUCTURES 0 i r - '
1 _ ,
R f
iMPE STRiAN OR VEHICULAR CIRCULATION. 00 + -
LOCATE TREES OR TALLER SHKU155 IN LOCATIONS W`MERE ,� VI
Witt ,B LOCK IRRIGATION HEADS ANb ,PREVENT
ADEQUAT `COVERAGE. WHERE CALLED FOR., OBTAIN
GRAMW Sr"
AP _!OF THE IANDSCAfiE !t#FCHiTEtT FOR •• �; J I I 1
ACEMNT OF -._ TREES. SHRUBS. AND OTHER ITEMS OF _ I I i 20' 30' 4E0' 671'
SJ'
p
, I
I
RK. - - tOTiFY 'THE SCAPE ARCHITECT IMMEMATEL '
- -
q,--ANY D15CR'A E5 BETWEEN PLANS AND ACTU i { I I f O OT SCALE 1 '= 20
E
J
HE CONTRACTOR SMALL REPAIR THE R L E AREAS
' ='t 15TURBED DURING THE CONSTRUCTION OF THIS =
OJECT, INCLUDING 15UT NOT LIMITED TO THE AREA
LOC T1�EES� `ANQ -. DER b5 irltF�l'Jtrf A I -- I- x r MOWN, WITH NECESSARY FINISH GRADING.
ROTOR IRRIGATION KF-ADS;`.5' AAINiMUM FROM { I i j '� j i j i RiGATiON, AND PLANTING. IT
15 THE INTENT OF NOTE: V
SPRAY HEADS. TrESE PLANS TO RESTORE THE AREAS SHOWN TO FOR PLANTING LEGEND, SEE SHEET 21A
THEIR ORIGINAL STATE, AS CLOSELY AS POSSIBLE. FOR PLANTING DETAILS. SEE SHEET tV h
-- i
RFVISIONS I APPROVED i DATE i RFFFRFNCFS I DATF BENCH MARK SCA I 1 UL5IGNLU UY 1 UNAWN BY 1 LMLI.KtU 1:11
I APPROVAI !R I CITY AF FNCINITAS ENGINEERING DEPARTMENT DRAWING NO.
DESCRIPTION: SO CO STD DISC I N S/W PLANS PREPARED UNDER SUPERVISION OF RECOMMWED A ROVE PLANS FOR THE WIDEIRM
OF v
STiNPD OC 173. 1969 20 5 b t • V
HORIZONTAL DATE• — BY: o BY:
OCAITON: SE CORNER OF I -5/ LEUCADIA BRIDGE 1599 0 HOLT ALAN D. ARCHIBALD LEUCADIA BOULEVARD 0012
-Si
RECORDED FROM: CO. VERT CONTROL PG 127 VERTICAL R.L.A. N0: DATE: - Z,_r =_: DATE: le -1 6 - 4 6- LANDSCAPE
AND MMOATION PLANS
ELEVATION: 174.53 D ATUM: M.S.L G L . NO ELL EXP: t- � "oA lb R.C.E. 18189 R.C.E. 21869 WORK PROJECT NO.
CMS95D SHEETL21OF .��
FILE: LASH16 -DWG PATH: N:\SD0019\00\D1i
N
I
i
PLANT MATERIAL LEGEND
TREES GROUNDCOVERS AND LOW PERENNIALS
� Muate�i I i m Comm Mir !6. wfo Gi. twwu�ew i IIi1� fta cmwik ttr SiR ev *m � G.�+s
LAMPRANTHUS PURPLE ICEPCANT FLATS ROOTED K
0 BAUMWA BLAKEANA HONG KONG ORCHID 2,' BOX v X v 1 (ro l e-C.- M 1�
TREE f9 &*A- 0 >/SF" �lrt ' ' C44 1"ICODUCTUS
L A•NfA•NA f4agALxAvaj5m TRAILING LANTANA ��.6�4L• R001 tv 0
CRAMArROPS HUMS ILIS #ADRRiCR
ENEAN FAN 2r BOX 7 C&A 1--t WOF-TMpy W-9 •�`rms ft' ac. + m=Ld Cleft -e
PALM DOUBLE ftJMft - ,
-16 - - 12'- t!5' c1'M �bassac+ _ Ca4 u1IC:b. i '.ytSKA►'ir'bc3 NiL' NGN - _ _ �._u. _. -_ ''�• pbT'S lLadftU 94' O.G.
- fts0w s .
��►. l�ol�IE1 °• �1 ��'# _. ' -� :. ; 1� "- 3o'cTfl ;� - �+�rc.E /�,,ec:E -
- r
MALEPHOK A CROCEA CKOCEUM ICEPLANT FLATS ROOTED
-4V i
A.Allilillopp, low
FU I�L.muN CrROLt N� � (or � DX _ .. _ _ . �} 4'l Gl'FT. -. � � *J�t„�• .
•} ~~ r = - MYOPORUM BILE N.C.N. FLATS ROOTED 12" O.C.
♦ EUCALYPTUS FCC RED - FLOWERING GUM 24" BOX 8 -? X 2-Y r MUST NOT BE ROOTBOUND. SEE
SPECS. (to' O G. M► r1.) 0 0 0 0 0 0 epr4w4* Gos ML M — torm r w
0000 00
Q EUCALY'PTOS TOKQUATA CORAL GUM 24 BOX W-8' X 2'3' r MUST NOT BE too BOUND. SEE VINES
SPECS. (Lo' O•c• tfi r•►.)
1A3 flit. tow 809* 0"m C4~ w . 9br for %aftf Cowen
fl" cW41v lta treo 9X3 2 - • d DOU / GAMOILLEA'TAHmAN SOUGAINMLEA 1 GAL O V X r 2 per SEE SPECS FOR SPECIAL
+ r {r MAIV vp*d PLANTING INSTRUCTIONS
PINUS ELDAMA • . AFCFi tAN MNE 24 BOX S` X 3 M S �j3� 0,�. `rr'r� • Mr FiCUS PUM CKEErM IVY 1 GAL O J'
X r 2 per SEE SPECS FOR SPECIAL "
!
MONO &" I'3 COAL ' pr 2 t " abt a - 4*4t e 1 vp d PLANTING ING MT KUC 71ON5
I
• r • r ART HENOCTSSUS BOSTON Wy 1 GAL O 3' x r 2 SEE SPECS FOR SPECIAL
Ir x
a�� tr�tc •o 24" eox � z. P�*
y _ TRiCUSMOATA - �yiribd PLANTING INSTRUCTIONS
SIMURS / PERENNIALS / GRAES "r�d Mix 'A' S:S
� 10m Ir - 1 lire Crew "m S>�r S K*f"m 5�► 00"my H� re, CA 925M (909) 674-%39
id►.1t42Q Fund ► Can7vri Rv Lot
AGAVE ATTENUATA AGAVE 5 GAL 'X8* 5` 1 O.C. Guo r.
18
� f
Call penent /1ppiRcatlbr+ Itaee X Puricr % Germtnaeta►
ALOE STRVATA CORAL ALOE 5 GAL T' X 12" V O.C. ce11+ulase Mood Aber . S 1 pounds/ 1 000 SF
Gro rower ConevIfed- Mtellev i241 -9 12 pounds/ 1000 SF
1 �1Go��•�t,t,�M DWARF IWAIb ' .' 5 GAL 18" x Ir 4r 0.G Gro -power Plus S-3-1 I I pounds! 1000 SF
E"I �' - r • l i-0-0 Sranclar %rdh w S pounds/ 1000 SF
Freese -drhd M com I on *m 4 ounces 1 000 SF •
CAKI"S5A MACROCARPA DWARF NATAL PLUM 5 GAL 12' X er v O.C. (soak 24 hm in lukewarm watel
1- b�W004 �awTy�• So mi Soli reneaant 1 pintnom SF
- CISTUS SALViIFOLiUS SAGELEAf ROCKROSE 5 GAL 12" X 18" If 0.�
Festuca rubs 0.46 peundt/AC
- /roman maltls 0.92 Pounds/AC 13% 1S% •
CIS" rU1CPUREU5 ORCHID KOCKROSE 5 GAL t2' X t8" If O.C. Sdpa puIcM•a 092 poundslAC
*w FMre Grans Mar" LS poundfdAC !Sx W%
• 'Trjritrr t � hers ftAME aW 4 GAL td" x 0' 3tro.C. pe�„�IAC 9s% W% '
-• snrsRtt�a 2.5
Echinacu3a put put 1.2S pounds/AC ts% f0%
DIE TES VEGETA FORTNIGHT LILY S GAL 18" X t8" * O.G
salvia clevoki dR 0.14 paunds/AC 9SX 00%
r
p ECHRXI FASTUOSUM PKIDE OF MADEIRA 5 GAL 24' X IM O.C. / +�
0 S t • 1 EXTSTTNG TREE TO BE SAVED,
SEE SFEC5.
HEMSMALLiS VELLOW DAYLiLY f GAL 18" X 18" 30 O.C. `rte
%M I'M 3T'
KNiPHOFIA UVARIA RED RIOT POKER 5 GAL yr x 0" 9' O.C.
LANTANA C. �SPREADiNG LANTANA f GAL 16"x18" 8 O.C. N O T E:
THE CONTRACTOR SHALL REPAIR THE AREAS -
SUNSET DISTURBED DUKINO THE CONSTRUCTION OF THIS
TiT
NERW OLEANDER TE t DWARF fir Y.- 5 GAL 12' X Ir v O.C. PROJECT. INCLUDING BUT NOT LIMITED TO THE AREA
ptNl4 OLEANDER SHOWN. WITH NECESSARY FINISH GRADING.
IRRIGATION. AND PLANTING. iT 15 THE INTENT OF _
PHOKMiUM TENAX DWARF FLAX 5 GAL 12" X 12" v O.C. THESE PLANS TO RESTORE THE AREAS SHOWN TO
-V or
'.iQ1�AT THEIR ORIGINAL STATE. AS CLOSELY AS f0551BL�.
_ - &4rov► v C'.o�rly- MIX :
tVA& ► AICNVIT. w bog Aw- w cm TvaiW Nb Wft PATS I zw O G � -19AeA Cg
� E '�I�.l"i - � mat -_ . _ �"- Ga' GVt:.>Z �fl w� �,,,t,pw ►�.+c�
e L�'x.►1',ci�. -710 GLttl��.iIGA .'1!f'fi�►�IoOO�R ;
4 - lh-m ^ �r r11 rA T I N � '�A�.1'� -_ ge t0t _ 1� � GT'� _ TV l Fo v M F+t Lrvr+'t Aff I bS/ 100 %F
+
ge l5w fA • W trA 1Ph1 Lox 1E0t, M or-41>l I L o (b's/ I WO SF
4C Bost qW- 6e r -rA i!tOf1I:' f4mp }SQ�.acd.ST t?vEC Im %twroM op
'
- 'JTSIZ AN D *,p T09 SOp - M %Il �Q GIx= 1C.t to+1S .
j
TOP DZa25& At9A W1 I
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE ' " A � HECKED BY APPROVALS CITY OF ENCINITAS
ENGINEERING DEPARTMENT DRAWING NO. A
v I 1O DESCRrPnON: SD Co STD DISC IN S/W PLANS PREPARED UNDER SUPERVISION OF RECOMM A RO D PLANS FOR
THE WIDENING of � v
��•'►� sr. eY: LEUCADIA BOULEVARD 0012 -Si
STMPD OC 173. 1969 HORIZONTAL DATE: PA - 19-11b 9
f OCATim SE CORNER OF 1 -5Z LEUCADIA MODE 1599 J. HOLT ALAN D. ARCHIBALD
le4�n
R.LA. N o: DATE: - Z -f* DATE: '{ LANDSCAPE AND IRRIGATION PLANS
ECORDED FROM: •S- CO. PERT CONTROL PC 127 VER1?CA SHEE
L. N WELL EXP: R.C.E. 18189 R.C.E. 21869 WORK p�,�T NO. CMS95D PLAN tfOr- O TL21 -�
LEVATION: 174.53 D ATUM: M.S-L M EG 1�'�� `•�•�b
3/8" EXPANSION JOINT COi D JOINT
i PER B 4" C NCRETE *VkLK - FINISH rKEM PIED FELT EXPANSION JOINT 3W WiDE wr TEAR -OFF CAP
• 20' O.C. MAX. (UNLF55 -22 AS NOTED ON LEGFND SPACE JOINTS PER PLAN OR CONCRETE U4" TOOLED RADI35. TYP.
OTHERWi5F 5HOYM) 114" TOOLED KADIV5. TYP. PAVEMENT SCHEDULE. REMOVE CAP AFTER
IFO VAD TOOLED JOINT t3 CONCRETE CURING AND FILL w/ MAINTENANCE WALK
11 ELA5TOMERIC SEALANT - COLOR TO MATCH SFE LEGEND FOR FINISH
WN
OR AS SHO ON PLAN � T � • PAVEMENT. SAND TOP OF SEALANT rd
- jV rACTW yJbGR•dDlL
StIl SAND BEFORE 5FT.
IEEE. --=1NI 1111 =1111 �_IIIi.�ii 'i
�.,....:...::... r._.:._ STEEL K ORcw_v' E wFay. i Ii i �!I i Ni
! _
SEE LEGEND FINISH
DA5E iF RFOV. SEE LFP3FND COLD ,,`OW CONCRETE PAVFRWNT MR LEGEND GRADE COLD .JOINT t3
�cT� lilt, Imo.
i = 114" RADIUS. M. #r3 REBAR THROUGH EXPANSION JOINT. 12" �
III I I11 I CokjrACTF 5u>x�It MIN. EACH 510E. w1 TAPE WRAP ON 2ND POUR.
FISH t CADF PER CiPEC5 1 P011R 2ND. POUR COMPACTED SUBr31CADF PER SPECS
. / CL IM - SEE 5TREET TMPROVFMFNIT PLAN5
.+- &.6- •' J Z
1f4" TOOLL�O RAD4t15.11'I'. - x3 REDAR w'/ MMCAP t3 ,� - EIV Ilk ,� STREET
PER DI<TAtI 1 12 _ Gi' = l �' 1 : 1 i Iii 1 Ii! I STEEL RFORCtNG, If RECxD. SEE tEr�FND
;
_
A5 � Jill '- CONCRETE PAVEMENT PER LEGEND
jo ITI iU
ON R AN 4" THICK GONCRFTF WAI K - COMPACTED 5UBGRADE PF1Z SPECS II i
F1Ni5H A5 NOTED ON L EOFND DEEP TOOLED JOINT 114" RADIUS TOOLED EDGES
NOTE: SPACE JOINTS PER PLAN OR CONCRETE
:.�:.:.�..,�.�+ -- .� ••.- ' ••••• �•• --� 51 F F� L RETWO'RCYI�. IF RFQD. Ilk -'� - 1 -t /4" PhV[ =Mf NT SCHEDULE
SEE LEGEND fe ���_ -} STEEL RfINFORCill IF REOV. 5EF L €•'SEND
- — t3A5E REGrD, 5E LEGEND i I - CONCRETE PAVFMFW PER LEGEND
C� ��
Ilk
I ! I I ! ! ii iii = : r 1 :.K_ i 1 11 I COMPACTED 5UBGRADF PPill 5PEC5 `
COMPACTE
r D 5IRADE CONCRETE MAINTENANCE WALK
PER SPECS
; ' _ c 'nit.9 ���) =l 4;1
:>( Al E : 1 1 /2" 1= O" F ..., �.e.�5 tc ae �( Al E: 1" - 1
r v' POURED CONCRETE= WALL.
N►�iPi�tivTED CON.. PAVFMNT F
r' X 45' CHAMFER. TYP. '�` � SEE SPE FOR CONCRETE: FTNlSHI.
NE"
'GARDEN 5TO PATTERN
*1 ER TO PECS.
�RFMOLDED FEI T
EXPANSION JOINT w/ TEAR 13a1L�1C • I�ER TO yPIEC3. - .-
i 3" MiN, - #4 REBAR CONTINUOUS
OFF CAP. SEE DETAIL � (3) ;R5 MAR 0 24" O.C. TWO TO
t �
4" IWK W *Jtr M1ff3M OF PAVE i5 LE5511l tB" m
b " RF L Z � .. � Tf MC K MiF WIDTH OF PAVtNK_'i 1518" OR MORE EXPANSION J OINT
- SEE DETAIL t3 W ;r ,
RECORDED FROM EGOR Y L. OWELL
CONTINUOUS RUNS
COi ,RFT E PE
WALK R LEGFNID I` < w
> q ) :1 I I WATERPROOF MFMfWA F
4" THiCK CONCRETE PAYW —i A FINISH -
22 SURFACE
E• J. 3" DUO. PERFORATED DRAiWINF
CONNECTED TO CURB CORE
DDER R _ 'Ilk K wr FILTER FA�iC
' WRAPPING COMPL
� i s
CONCRETE FOOTTNCi FOR BOUT.
== �1�� PER DETAIL l 1.7. ���..�.�..�...LZ: T �� h f1 _ -
4 f!5 MAR wl WtAIP
II __ _ 11h •, ! !
!
J il l
Ilil �!+ ,- iMf MTED CONCRETE PAVING.
G.
IF Ril ilU illy i!1) = I! I
SEE
SFF LEGEND MIN• #r4 REBAR A 12" OC. - BOTH WAYS
STEEL RFV4 I
COMPACTED RASE 1NATECRTAL 1'EIC � 10, � COMPACTED
SPECS -SEE IEGENp COMPACTED SUBGRADE PER SPECS SUBGRADE,
"c : W^t.L [� PER 5PEC'5. 5! E
FMT1Nr SUDGRADF COMPACTED iCm t75T^ILb is G H 1 llli�lll, 22 22
i�•O"
PER SPECS ?Z LZZ DZ2 �` �` ��, 1�oPOOL ?LJ
�t -DEFz.
CCNNECTiOf�t£+
ROHL IN PAVING SECTION �� ,
t , a �. ,. a� c a
� 1 a E: .s.9` 104d �iC Al F : ," _ 1'0'
D SCALE: 1 1/2 = • -0"
P,.P,omP..e.9`� 1(�
BOULDER
°�"` Fp;" GRAVE FOR HEIGHT ABOVE WALL, SEE G
TYPE Cif CURB & GUTTER PER
MIN. ll2
IMPROVEMENT PI AN5
RETE
THIR PORK CONC
1 .• 12" LAP
1 1 IiI =Lyra WALL, SEE DETAIL
s'• F `'!
1 11
�� ----- 11 T HIRD POUR - 1/
4" THICK CONCRETE PAVING PER LEGI =ND
i TOOLL�D
p 1 SEAT / PLANTER WALL (M'YON`D) �}pr
►�J�l �T G : 1 t • • illy � �� � - � �r r.�� .�1
UL
PAVING PER DRILL DODER a SET REBAR
PLAN 1 jf NM: SEE SECTION � �- DOYdFLS w/ POW -ROC.
•
1 u 4 t FOR PLANTER WALL _
FP05H 1 # DRAINAGE
5URFACE '. 1 i
5ECOND POUR CONCRETE WALL _
• - _
_ STEEL REINFORCEMENT FM LEGEND
W
1 1 STEEL REBAR, SEE - FOOTING, SEE DETAIL
'1
1 II+� IIli_ Ifli1 _ III - �ii1�
FIRST POURJ°LATFOKM FOR ll DE
•`► 1 i R �
- -, t
STEEL KEMFdRC1NG. SEE LEGEND COMPACTED SUBGRADE PER 5PEC'S.
I 1 T
1 i SECOND POUR - FOOTING L -22 COLD .CNN i
� 1
FOR WALL, SEE F FIRST POUR - PLATFORM FOR BOULDER
1 1 22
CwfPACTED 5UBGRADE PER SPECS `
COMPACTED SUBGRADE
C
ONCRETE PAVING CONTIGUOUS wI CURB
13OLILDFR SEAT I WALL SECTION I
�
PLAWER SEATWALL W/ BOULDER FRONT- VIEW G=. � J,�H.i.S.a�'tC'�G SCALE: 1" - 1' -0" °•.c�tPa .r.9� -,!04 a
5CAL E: 3/8" - 1' -0"
_KCAL E• 1 - 1'-O !r '
• ti . � \
;N o BY GRAWN BY CHE�KEO BY Ass CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. •c'
REVISION APPROVED DATE REFERENCES DATE BENCH MARK
SCALE
DESCRIPTION DES c E APP ROVALS
PLANS PREPARED UNDER SUPERVISION OF RECOM D AP WO E PLANS FOR THE WIDENING OF
��_ _
HORIZONTAL DATE: QZ - '!�'�� BY: 8Y: _
AR LEUCADIA BOULEVARD 0012 -SI
L J. HOLT LAN D. � CHIBALD LANDSCAPE AND IRRIGATION PLANS
IOFi
LOCAT: R.L.A. NO: 1599 DATE: Z -� .�! OATS: ti���'l -�-- �.
VERTICAL - - -- fr3 (r38 R.C. R.C.E.
18189 418 Vt�RK PROJECT
Imo. CMS950 LANDSCAPE OF-TAILS SHEET �ZOF
F1 FVATRIW. f1AT1 1U
P _
i
i
t
Z-O" t3" 13" L 23"
Z4r DEEP
COLUMN T:W. -
_ -
COLUMN CAP - CALF. PRECA5T STONE
tCC- 26 -26. CUT TO FiT PER C • ft" a &4x16 CMU COURSES A C
PER DETAIL
$AWCU 7 '
v l ?3
5LC1ki'MLXK MASONRY UNITS NOTE: GROUT ALL-CELLS 5Ol tD IV
t
jo NO TE: • • e I #4 REBAR HORtZ TiES A 4" O.C. MAX d
ALL ErO5EO MASONRY 5URFACFS #, i
SHALL RECEIVE ANTi- GRAFFITI ► t 4' -2 �— — PRECA5T COLUMN CAP UNIT
0 #CC-?6-26. COATING PER 5PFCIFICATION5. e - - � CALIF. PRfC T
ST CUT A5 51-100M.
S
007: SEE OFTAII G ► 6-#rI KFBAK VFRT. - TYP.
KM F OOTiNG t ► a A G
112" MORTAR JOINT - TIM.
u
t �':� GROUT VOID
all
s PRECAST CAP LAYOUT PLAN
B D SET CUT FIECE5 AS SHOWN
I�Vf SW r3K
F ADf I
_ 1 i
1
EXPANSION .K7lFtT i
_ RN - RI AL EI HB RH D COLUMN AP G
NE IGH BORHOOD h `3�' 44 C ✓l At 1" — 1' J iJ u1i CK i JJ t� 4 <a
A x ALE: 3/4" = 1 -(y'
11�.r,naC tE.g.9� 104d g b-(At E. t" = l'-O'
4• -2"
Fa �r-o" E 7-v" DEEP Ea
COLUMN T.W. TW -� :. ,,, COLUMN CAP - CAL IF. PRECAST STONE
iiiiiiiiiiiiiiiiiiiij COLU1 CAP UNITS -GUT AND FIT { COLUMN CAP - CALW. PRECA5T STONE
tCC -26 -26 F. 26" 5MAKE. CENTERED • tCC -26-26 F. 26"
PER DETAIL SQUARE. CENTFRFG
• - c ON COLUMN. .. ON COLUMN.
` t . • + •
.� --•�- GROUT CENTER VOiD 501.10
• e ► NOTE: GROUT ALL CELLS SOLID. '
� 8x6xt6 B bx4x* Cm1 NOTE: GROUT ALL CELLS SOLID.
• A5 sHOM IN A ;s o e &*Arb d 8x4xi6 CMU A5 ✓HONM iN
v 8x6�A6 A 8,r4xr6 CMU •
- � _ w/ AN ALTERNATING SEQUENCE OF
l "3 ►
10 w/ AN ALTERNATING SEQUENCE OF + 4" AND 6" UNITS STARTING p TOP < NOTE' ► BLOCK DIMEN51ON5 5TARTING 0 TOP
o ALL EXPOSED MA5cpmY ✓URFA(f5 -
• SHALL RECEIVE ANTi- G"FFIn
' ' 6 6MAIC 1�T, it COATING PER SPECIFICATIONS. �} s 5 RFBAR PERT.
i
w - ` t4 RFBAR TiES A 4 ' O.C. H(MZ
' ► ' . ' t4 REBAR TIES a 4" O.G. Hm7_ = W b - •
+ • 9 NOTE: SEE DETAIL N +. •
B f - GROUT CENTER VOID SOLID w FOR FOOTING L -25 -
L 3 . W p _ ' #5 REBAR DOWLS IN FOOTING
' . '• #5 REBAR DOWELS iN FOOTING �! � � F
'r DMArc m V4LT'&A&_ Tjs1L w L -?3 To Marc µ./F_�T'ICS�.. Netts
• e _ SEE DETAIL
H
SEE DETAIL G < �' - FiNtSH GRADE . • FOR FOOTING
• , e • • FOR FOOTING L l
. . . • • h ' FINISH GRADE
' FiNt5H GRADE
24" SO. MASONRY r.0LUMN -__.ELEVA ON
1 , -0 „ IJ�.r1AColf '04d E c ALE:: 3/4" = 1' -0" 1.1 ,.L a5( E :.y� 1044
TiE ALL HORMWAL MAR OF WALL TiE ALL HORIZONTAL KEBAR OF WALL
TO COLUMN TO COLUMN
E
I 24" MA50NRY COLUMN, SEE t I 24" MASONRY COLUMN, SEE 23
EXPANSION JOINT 0 BACK OF COLUMN STREET SIDE
PER SPECS.
*x6x* & 16x4x* cm iN ALTER'NATiNG
— �► I COUR5F5
— t4 KEBAR VERT. 8xfixr6 B 8x4xl6 CMU
GROUT . • *4 TtEs 6 14" O. c. Nom . . • 01 Iwo O .C. 2 ' 4 "
. .. —
.• ; . •, , . , . I s
volo — — z 4 REBAR vIrRT.
&"b CMu
. • #4 RFBAR HORiZ 014"`tK.
• 3/4" 50Liv GROUT VOID
I
— • I 6x6xt6 CMU EXPANSION JOINT TIE WALL REBAR INTO COLUMN
.. • .•• t
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GR W
OUT 2" OFFSET ..
.. Q
8,lox? - 04C $x4xT6 CMU VOID bx6xt6 cm . .
• 6 .._
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EXPANSION JOINT 0 BACK OF COLUMN - I # "AR HM7- -- — -- — — - - - -� N T4P 04.
PER 5PEC5.
STREET SiDE d
K.O.W. Lw K.D.W. LiNE +
Z-0 I 2" OFFSET
ui
MASONRY WALL MUM -CO) OFF-SFT - HOR17- SECTION MASONRY COWMN PROPFRTY HNF - 140RIT STMON
4' SO. MASONRY COLUMN - HOR17- ST C)N J
- ' n
I,I`5.Oftscc; i.9�riC4cl SCALE: 1" = 1 -�" 5.(.IF.. >. Y- 104[1 ff � `�!
u r.t �i,tC aJ 1 C4A SCALE : 1" — 1' -0' �' ' O
G .SCALE: 1 l - Z
1' s ' ' r�• 37 Z m
0
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t n '
r4
DESIGNE oRnwrr NHE�:KEOBY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N O < °N
REVISION APPROVED DATE REFERENCES DATE BENCH MARK SCALE W
PLANS PREPARED UNDER SUPERVISION OF RECOMM E APP ED PLANS FOR THE WIDENING OF a `�
DESCRIPTION: BY: �: _ � _ LEUCADIA BOULEVARD 0012 -SI
HORIZONTAL DATE: OZ • Ib . tb �j
N- LO J. HOLT ALAN D. ARCHIBALD LANDSCAPE AND IRRIGATION PUNS
R.L.A. NO: tt311a9 DATE: - & - f t -f 8 - - & - f t -f 8 — DATE: I ' q
LQCATIO
RECORDED FROM: �� - 6 - ffidl b R.C.E. 10 189 21869 Vmw PROTECT NO. CW95D It'ANMAPE DETAILS. SHEET L2
3OF
G OR Y L. NOWELL cP. A.C.E.
s
REBnR SCHEDULE
MMAR CAP _. _ _ WALL EXPANSION JOINT 1lr SQ. PRECAST F TE CAP UNIT
meow AT ►S: I : 15LOPE COND. AA - 7 ICe �► i 4l 1 PI Cs
CAP OF 60mb CMU CMU
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j { Z
1-161 G1 Y H
< L 240 Z4" Z4 11 14"
} � M + 1, �� �'
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5 ' sr l�' its STEEL REINFORCtf7. I " SCHEDULE _ � Y BARS .24' 64 L4° ��• 2� k4-'I � � i
-+ H BARS = ACRYLIC PANEL
tit b&" • $5 4 • *6 4 t ; 4 rs, _ � _�,
A 4D
T GROUT CELLS SOLID �r 2'47 Ilk I FINISH ; �L i
f
GRADE
L 2.4
tn R.O.W. LINE - WHM IT OCCURS , I , _ ♦ 7
STREET 5M OF WAIL TO RECEIVE 4 -� i _ J w
STREET ST SLURRY GOAT (EXFPT CAP
................ ...
° 0 UFMTS ) WITH ANTI- GRAFFITI COATING
MR 5PFCIFICATiOWi. i • -4 x 1` . -- 4x?Oro CMU CAP
FIN M" MADE , � -
�) FINISH M ADE ON RF5MPMAL L
,.,, e • = 51DE OF WALL. 5EF GRADW PLAN DAYtK�HT
(I 1 ' 11r 7 GK FOR ELEVATIONS. i I ---- 6x4416 CMU
FLUID- APPLIED MFkWANF � : 1 SLOPE
>M WATFRPROOFINr NHFRF� CONDITION IF -- - - - -- D
1 mw. ,) W 1.0 �� I P IRF'TAINIWJ OCCUR ►*.I +r{V L24 <
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OR Ao►YtrtL+M i 1 - -' r- F- SEE DETAIL e C
- M D1r!.a.�N 19412Y LOO' I s L24 --- Bxb�A6 CMU
rn S + FINISH GRADE
MASONRY WALL EMON A G N A RY I PA - LE
r, ' d [� , „ t.` .i,if[ s.i.9' 104A _ F.S.NI^trPE.5.41 *
S(.Al F: 1 /l." _ t -� � SCALE: 3/4" - t -O' ' t
16x" CIOU COLU%fN 2 -#X VFKT.
CMU COLUMN
GR ♦�. OLID
Bx6x16 CMU COURSES
Gx6x16 CMU
♦ 8" x 96" CLEAR ACRYLIC PANEL. SEF SPECS
EXPANSION JOINT p
#X "Alt VFRT. � 16" OC. p D 4 �•
♦, , I — CAM! COLUMN BEYOND
� ♦v
. L24 i
Qp- 7
` D D D p ♦�♦ '� , METAL CHANNEL
!. p a v ♦• D ♦� 4x2x* CMU CAP
I
F D p .♦ d d 5IM. l Z4
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EXPANSION JOINT D ACRYLIC PANEL &60 CM
4 D
D
4 4 L2 � -
♦� #4 REBAR HORFZ - CONT.
- #4 REBAR VERT. 0 16" OC. ,
< 44
FINISH GRADE i
A CRYLIC PANEL WALL - RM CTION ( LOWER) PANEL WALL - ORIZ. S ECTION ACRYLIC PANEL WALL - VERT1 AL ECT1 N
:�l /'LE: J 1 U '
.. 1rA DRfSFD kIV( 'T,# r
9 '1/4"
1% mb CMU • IN
♦
_ EQUAL 2" EQUAL
CM CUT TO ACCEPT CHANNEL
47" x 96" GLFAR ACRYLIC 1!8" M � . _. OUT � t
TYP
♦�♦ PANEL RYt
♦ CLEAR AC_� PANFI • • - GROUT FLUSH I W EDGE OF CHANNEL
~ SFAI ANT CAUI K
I I � �
t �
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STOP JOINT
ANCHOR LUGS
�- '` F — ♦ 7 Z CAVITY WALL TIZ ♦ 2 -8 -2
• L L4 o. ° EVERY OTHER COURSE - AVAIABLE ♦i
w `D THROUGH R C P BLOCK i BRICK INC.
_ p � .♦ — 4x2xl6 CMU CAP d �.♦ 4 4 610/460 -7250 v ACRYLIf PANEL
j 2 \ ♦� 4 4
2 45 RFI3AR VER1. ♦ •�. ► o W
—
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` sm IV (WOUT vOm ►. • Q
Q ♦ " STOP JOINT
I 13 ♦ CUT &" CMU IN HALF TO MAKE
:.24 -_ _ -_ -- -- — &05x* CMU ��� COLUMN PIECES Q
FINISH GRADE ACRYLIC PANEL MUMEDIATIE COLUMN - SECTION ALUMM CHANNEI nETAH-
SCALE: 3/4" = I' -O' AI f crf c ^ 5 ` 1 `uA " 1., ,. <<rVlc .tf.9� Ina I �iC,AI F : ACTUAL SILF f lt'J •: r hir
, , �' 10 G SCALE: 3 -
Z
_ ooft
DESIGNEE BY L) RAAN BY C HECKED BY I
REVISION APPROVED DATE REFERENCES DATE BENCH MARK SCALE -- -- - - - - - -- APPROVALS CITY OF ENCINITAS ENGINEERING
DEPARTMENT DRAWING NO. < J r-
g_ DESCRIP __- _ _ _ -__ _ PLANS PREPARED UNDER SUPEHVISION OF RECOM D APP OIV`IED %_0 �1
PLANS FOR THE WIDENING OF a
HORIZONTAL GATE: -oz •16 BY: eY: � b -
LOCATION: LL J. HOIT AND. ARCH Ago LEUCADIA BOULEVARD 0012 SI
RECORDED FROM. VERTICAL Al NO: I LL
O
2 -,J -t� LANDSCAPE AND IRRIG/1TION PLANS
DATE:
6- 30 - S i` 't b
R.C.E. 1 e1e9 21869 WOW PROJECT NO. CMS95D LANDSCAPE DETAILS SHEET L24DF 5
EGOZC�OV�4EU�� EXP: E R.C.E. _ _
_ A
dL.w i.,
r
9
t
EXPAN51ON JOiI�iTS • 20' OZ. MIN. , -- - - - - /2 r2m PLASTIC CATCH BASIN
V ARIES - SEE PR
WOV�NT FLANS. �- _ -- __ -- _ _ _ -- . _ __ _, TOP OF CURB NDS # t2jW •
12"Xi2" PLASTIC ATRIUM OR ATE
COW ItM MAiNTENANtT - f
� 1I 290 (BLACK)
A
P
WALK. SEE DFTAIl TREES a SHRUBS PER LN
c i .. j
SECURE GRATE W/ STAINLESS
STEEL TAMPER -PROOF SCREWS
IV-00 MIN. mm. MEDIAN CURB ( NO PLANTS MA11-fiN _ _ 6' DiAME7ER ARE/1 TO BE `, /� , 1/.
IL
(4 PER GRATE)
TH15 AREA LEFT CLEAR OF PLANTING FUSH GRADE - 5LOFF TO DRAIN
AROUND TREE.
TREE TO EDOF OF
r _
f �
CONCRETE f' i
h.
2% R C- — TREE LOCATION OUTLET - 3. '. OR 6" PIPE
,�.- ,_.. =--
FLOW LiNE , R �'': WHERE REQUIRED TO ACHIEVE iNVEKT
M T dll t i "� GRADE FLOrVL1NE
t ELEVnT10N5 5l ON PLAN. USE
tp
'r0 T�0;7 �A AROUND TREES i EXTENSION RI5ER(5). NDS #11217. BLOCK
_ .NINGS W/ NDS #x1206
- - - -- - -- ' OFF
PLUG(5) '
-- SUBGRADE f / O ADAPTER FiTTiAK . AS REQUIRED
x
` REti10VL� ALL EXISTIt� PAViNr a �.� NDS # OR #1245
MOISTURE BARRIER. NOTE:
r. AREAS, 5FE APPROVED EQUAL
INSTALL TO 30" BELOW BASF MAT15 IN PLANTiN
TOP OF CURB OR CONCRETE IMPROVEMENT PLANS � C CONCRETE MAINTENANCE WALK TOP OF CUR}3 � ft�.ET - OR 6" PiPE. VNiERE
OCCURS.
' SEE DRAWiNG
1A MSS-SECTION MEDIAN FILM VEW
' L22 s
R
v - t.tcdv'•., t04d c JC AE E: 1 1 /1' = 1' - t7` P�.ftDrn.l.9; 104d
A J0 F: 1/2" ,' -0„ SCALE: 1/4" = 1'-0"
CAP UNIT SWALE
CROWN 15 SMOOTH ARC
TURF -BLOCK PRECAST CONCRETE
VARIES I \ GRID UNIT: 17 -1/2" YAM x 23 -1/2" L
���D\
D\ x 4-3/4" HiGH
COLD JOINT
I COLORED IMPRINTED CONCRETE. \ \\ \ D
MINIMtm LOW PEKMI~ ABILITY SOIL
4" THICK PER SPECIFICATIONS LEVEL OFF SOiL 114" BELOW 1URFBLOCK
TOP SURFACE
. EXPANSION JOINT - 60TH �i10F5 � � °\ ��� \����� .
t'2" MfNiMUM -
GR
W �'S 1�ER'R7 SPECS
UNIT CORE FiLL.
INDIAN CURB - T- .
• � v FlBERGLA55 RN
v
GLASS "A" TOPSOIL- PEI EiZ TO SF'EC'S.
Jul
•:. • i N ! ! i it •''_•. �`�,\ D \\ UNDi5TUiZ15ED RETAtNFV EA .
�, 5/` SAND. PER SPECS
\� \ \ -
FiN. GRADE
#3 RiBAR Ail" OC. BOTH WAYS ��`��� ' COMPACT MODULAR BLOCK UNIT j _ LAYER CRUSHED ROCK, ACTED
PEI E 1111= iIIIIIIIII_111� =___ TO
A\ D.
COMPACTED CLA55 2 EASE \�� c sut3GRADE PER SPECS
w� , LEVELING PAD
PER 5PECIFICA7i0N5
COMPACTED 5U &5RADE
PER SPECIFICATIONS
mEmAN PAyiNG DFTAIL MODULAR BLOCK RETAINING WALL
• 6N
P..Tf131Y.1.95 1(?4d
NO SCALE
P,.f.tcdpa .f;�.g�, 1D - " _ e1
„ _ 1'-0' E SCALE: , - 1 KilbY yotiA.95 -104
D ,SCALE: 1/2 -
` G
LZZ
It. A.
WAA41C PM MAN
• !15 REBAR WRT. 25
relt
"BAR YERT. .
• SOLID GROUT ALL SOLID GROUT ALL VOWS S MaX.,'�`i'I°iC�►t►
{ VOIDS -
�4�t16 CMU CURE
E - &406 CMU
I
5 - FINISH GRADE FIN15Fi GRADE ,
. I
- ' — s z . • r -- t .•
' rEFz i°t�N
a z iDx6xi6 CMU N ftf"d6 CMU I FtADi Lb V�
N I
CONC RETE FOOTW -7 W
• I CONC I I " 1 � I'L• .
i 44 REBAR HORiZ. d {Z"O.c.. TbP4 V�otfotA ~
`'� • T • v _'° • — Ttwt vwroN1 j-° • s v CONCRETE FOOTIN Q
R5 REBAR HOR1 ° • ° •O G r • i►-
4 ° a ° a- c ' . ; ° . O t2 O.C. TOP
, 1� . • '' 4-#S KEBAR HORfZ
• _ - rbjv ♦ rJbTbM FR
-�- #5 REBAK DOWELS ( 1 L 2Z Q
j 3 10 MATC -k vmr.".t - , 05 REBAR DOWELS
To r^A6•rc -+4 vq-zr"" NOTE SEAT WAL-ir
bdti r1 y MN TO S-�T f• Ags L t4*TH INT 'ri0iR.vti� DISCOURAGE .J
kt IL
y MIN To y-o"
' � � DAYLIGHT � l r DAYLIGHT I �►WU gE QY S T
ALL — PLAN VIEW J
NEIG1480RHOOD ENTRY COLUMN _ „� _ � �`Y'PtCAL BOULDER / SEAT W "'
w._ _ 3
t.l �f.f5�olf.l.95 104d � r' • •' `i O
G SCALE: 3/4" - 1' -O" ►,f,.af.f,c��F.f.95104d SCALE: 3/4" 1' -0„ 5.
7J
N
r.
DESIGNED BY cRAwN BY �HE�KE� BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. < v-
REVISION APPROVED DATE REFERENCES DATE BENCH MARK SCALE ie W
DESCRIPTION: _ __.__
PLANS PREPARED UNDER SUPERVISION OF RECOM ND AP QVED PLANS FOR THE WIDENING OF
HORIZONTAL DATE: C0 4 0 BY: BY: AoIiIl LEUCADIA BOULEVARD 0012 -Si
LL J. HOLT ALAN D. ARCHIBALD
LOCATION: R.L.A. NO: 1 t -rd LANDSCAPE AND IRRIGATION PLANS
R !)x09 Z r✓
RE FROM: CORDED : OR Y L. _ WELL EXP. . I?ATE: DATE: �L i� �.�____
VERTICAL 6 - �
30 -Sg� R.C.E. 18189 A.C.E. A .C.E. 21869 W PROJECT NO. CM95D LANDSCAPE DETAILSI SHEET L2
PF
—
24' x r aA. WATEKT*HT Y/It1E ODIC _wI I 10 -4 D 0 t "_ g
REDUCED PRESSURE WiRE COILS CONNECTORS CARSON *
BACKPLOW PREVENTER COVER. MARK LID WiTH "KCV"AND 10 iD VALVE BOX: CARSON MODEL 9 910-128 I
' PER LEGEND BOLT -DOWN W/ PURPLE or COVER - HEAT BRAND
,fix iA►t*i� STATION I< IN 2" HIGH CHARAC- 'BW ON LID W/ 2' CHARACTERS.
NCLOSURE
GRADE TERS, HEAT dIC/1NIDED.
-•�vC sue. vAE.v� •PER ,�rr
t CHKIS o
QATE VALVE TYP. .i .
�� ... YS IRRIGATION VALVE i.D. M LINE SIZe
WYE STRAINER 3• BRASS NIPPLES - TYP. SURROUND 'I I ,;" ATTACH V MASTIC CoOMrES �N'XA L 14" ce -w-4= n. %0§%1_
*&
- -- -'►- •- BOX w/ - r —• rK MALE ADAPTER - SPECIFIED
PRESSURE RASE ELL - TYP. GRAVEL UNE SiZE TD VALVE THREAD SIZE
REGULATOR j s • PtNISH GRADE F
• NIPPLe - TYP. o PVC UNION - SPECiFiED LIME SRZE
BRASS UNION PVC LATERAL - S EE rLAN FOR 512E -
If CLR.
= BRASS RISER - TYP. REMOTE CONTROL VALE
FINISHED GRADE -'
CT o - o SWK SUPPORT - FULL PERIMETER ,-
• I I-
4* CONC. SLAB (3 MiN.) _ - BRICK SUPPORT - FULL PERIMETER
o
ONCRETE THRUST 1 CU. FT. CRUSHED GRAVEL - i—
1 � d FOOTINGS 1 CU. FT. tA. • �� _ 0 CRUSHED GRAVEL
SCH 80 PVC CLOSE NIPPLE - VALVE THREAD SM I —, i I If CLEANED AND WASHED -
-
:. MAINLINE IL «.-- PVC MAINLINE - REFER TO LEGEND i SPECS.
IRRIGATION SYSTE M SIZE PER PLAN
PVC ML - TYP I SCH 80 PVC T & 5 MALE ADAPTER
COPPER MALe AtVAPTER
MAIN SUPPLY LINE TYPE * K' COPPER
rye. MA1rJt.►NE �M�NiIRA�
FROM P.O.C. TO R.P ASSEMBLY CONTM ii WS
` w.
REMOTE CONTROL VALVE DETAIL BALL VALVE DETAL FOR IR.DaMvJ.95 -1p4�1
A NO `_SCALE IR.RpGFP.s.95 104d NO SCALE NO SCALE
1'REFtCF1 YAD 1T•1-- ----,�
` 10• ROUND VALVE 80X: CARSON MOM 9910-128 FiN" GRADE
BOLT -DOWN W/ PURPLE T COVER - HEAT BRAND VARIES
'OCV• ON LID W/ 2' CHARACTERS. •
to RoUNO VALVE BiCWX: CA�I RS MODEL E 910 -128 or MIN. FINISH GRADE
z II IIII • . • . ; .
BOLT -DOWN W/ PURPI E a r COVER - HEAT BRAND
r 12" MAX. Int
-cv- O uo w/ r C HARA C TERS.
� 1111 • ' ' ' • '
z VALve • PER Leaemo ' I I I - _ (� �_ • '
LINE' SIZE ' • . '
UNI - LINE SME , •. .
URR . .• • NO�I -ARE LATERAL
= SOUND box Wl PEA MAI _ :
ISH G1tJtDt PAV'EMENT OIC Ct1Rd �'tn.l : • :-. PRESSURE MAINLINE
F FT N O WICK SUPPORT ..., • .
TYP. PERIMETER (3 M IA-) '
I— III -1 � - i -- I =111- � • , •• ' ' ' = SCH n� slcN�cONNEC Q T
6 �
I LATERAL REF-ER TO LEGEND e�ASS NnrPtE I u _ I Ii _ I II l I Il i i II t
1•r CMN 6ACKfU
a SPECS. •SIZE 'PER PLAN
3' C LR . BRASS 917 BRASS 90' STREET ELLS 11, N' 4"
STREET ELL MIN. MIN.
_ BRASS Nir" - 4P f t "RE ICoWW iwN MM VALVE
BRICK SUPPORT •FULL PERIMETER
MAINLINE PER PLAN BOXES
SHED GRAVEL
CLEANED AND WASHED
SCH 801'YC MAINLINE 5X'r FiTTiNO
NIPPLE
OUICK COUPLER- VALVE M AINLNE ARE
►RXV195 -10" NO SCALE IR.TmchrI195 X04.1
IR.FbMtr.l.95-10•M E NO SCALE
NO SCALE
+ VALVE BOX• CARSON M9-45 BMT 'DOWN
W/ PURPLE T- COVE=R AND HEAT BRAND 'FM` -=-
ON LID IN 2' HIGH CHARACTERS
foot
Elt15T.. SIDEWALK Olt CUR1S ALSENSe FLOW METER. PER LEGEND
IRENCHING i PAVED AREAS ONLY rM -Ur ROTOR OR 5rRAY MEAD CHRISYS IRRIGATION VLAVE I.D. TAO
rER LEGEND ATERTIGHT CONNECTORS
SAWGUT EXISTING PAVEMENT
6' TRENCI•I "M � 6" FINISH ODE 24' x i• DIA. WIRE COILS
C I I
- VARIES '
ADJACENT rAVING d • •• }FINISH GRADE
f 10- i ' i v� Y� . ADJACENT PAVEMENT BA
5E cp — _ — —
I —
NLhV P AVING _ `* CLR.
1f 1111 I III I
1 I t - NEW PAVEMENT BASEi •
j III t ACKFiLL V
SLURRY 6 — —
• Z
SAND SACKFLL
12 CON — _ BRICK SUPPORT IPULt R
k ��� . •
X10 PVC C0NI0[)T wll DUCTI7R
6 PAIR SIGNAL INTERCONNECT CABLE PVC 51•KEEI ELL _ — — CRUSHED GRAVEL
2" SCH �
- W
I SCH 80 - CLEANED AND WA �
ID r CONDUIT - FLOW METER WIRE � ANTi -DRAIN VALVE AS KM FLOW T co j1 j &, IZ• VsrTH ---i-
Q
Q 0 • • _ RRIGATION WE IN SCH 40 CONDUrf 1/'2" x SHORT SCH 80 MC NiPY[.E rff) • CL .
4• _ L ,III PVC MAINLINE - REFER TO LEGEND i
I lilt "IGATiON MAIN IN SCH 40 PVC SLEEVE MARLEX 90' STREET ELL - _ SIZE PER PLAN
S � I I 1' CONDUIT V BELOW VALVE BOX LID - C04TINUdU5 TO OONTWOLLE� F-NCL05WE t)
i 7. . • - PVC T x T 90' ELL 1 =111 1
MARLEX S• NIPPLE REDUCED DIA. MAINLINE - 1 - 1/2• Q
4" j� I 5 M
� MARLEX 90' STREET ELL +
MiN. MIN. MIN. J
LATERAL LINE & FITTING PER PL1tN
tNLtNE TRENCH N PAVFD AREAS POP-UP ROTOR OR SPRAY HEAD FLOW _D L
J
W
IK.PopRoSp.•.95 104d ' NO 5e_-ALE I IR RaRe�r.e.99 tosrl :- -to t
IlUrnchl"v.l.95 -1044 NO SCALE
G NO 5CALE
t C°
Z
to iT1
DESIGNED BY DRAWN BY CHECKED BY
APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. < °'
REVISN APPROVED DATE REFERENCES DATE BENCH MARK SCALE
IO t0
PLANS PREPARED UNDER SUPERVISION OF RECOM DE / APP ED
DESCRIPTION: PLANS FOR THE WIDENING OF
HOMZONTAL DATE: at • & •1b eY: BY: � LEUCADIA BOULEVARD X12 -SI �
LLO J. HOLT ALAN D. ARCHIBALO
ION: R.LA. NO: IM _�� ;a _ LANDSCAPE AND IRRIGATION PLANS
LOCATION:
vERTiCAI � DATE: - s DATE: ti'I�
RECORDED FROM: 2 F - Exp : 8.30 - �•� p 111 18189 21869 WORK PROJECT NO. CMS95D .�►iVQSCAPE DETAILS
SHEET L2iOF
GOR Y L DWELL 11•C•E
•
24' x 01A. WIRE COILS
NOTE: L pMATION CONTRACTOR S�I{A-L 14*& WEPENDENT
t WATV*TIGHT CONNECTORS AWAKER FOR 120V 6ERVIC.E. 06TALL PER LOCAL
CODES AND A RiSDICTION5.
• VE "K. CARSON V3004" DOLT ��► PMR AND
1 PURPLE T•COVE V'
R AND HEAT BR AND M MIU
PANEL INSTALLATION 2 CON 51` N G .
WITH SD,G.tI =.
f _ LID tN 1' MIIGH CHARACTERS '
MASTER COVMOL VALVt PER LLB
PVC tJNtt7Ii1 r YP.) - LINE SIZE TYPE r1 - StGWAL ,
CONWIT S Z'E MAX IM # OF W RE5
PINISN ORAOE LIGHTING #RRiB!►TION 6�RVICt .
tf4CLUDES ZO AMP METERCD IRRIGATION
- cozcu T.
IZ 3/ 4" 4
O r t�tAVE
.. t V4" '
—il 1111" ' • ' - • ' ' •• ''
wve MAtNLfNE . sE LL's tCf rti �" 25
SPeCS. - SIZE PER PLAN 'I CUIVDUfT
SRI C.11 S r r O 1t 1 - PIXL PeRtmerew
-- �_ CRUSHED GRAVEL 30 CON" to tOLLEK
— 521 .
CLEANED AND WASMe
AAA ft VALVt I I� j -(a
N(1 SCALE �K.G0mvDX.e.95 10" NO 5C/�LE IR.WirSzTb.e 95 t04d NO 5CALE �R.EIecN'.e.95 t04/
A
B
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t
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DRAWIN NO. t °'
DESCRIPTION: PLANS PREPARED UNDER SUPERVISION OF RECOM E APP VE
PLANS FOR THE WIDENING OF
HO RIZONT AL r DATE: Q9' 16 A 15 W BY: LEUCADIA BOULEVARD 0012
LOC�TbN: LLO 1 HOLT ALAN D. ARCHIBALD
REC+�DED V FLLA. NO: IM DATE: -L .0 �d_ DATE: -
LANDSCAPE AND IRRIGATION PLANS
.._.__I__
- GORY L. NIDWELL EXP: 8-30 FILME. 18189 R•C.E. 21869 WORK PROJECT NO. CMS950 LAN=APE DETAILS
SHEET L270E
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PMNI T WADE M #AV1 W ?M #AClc U RCw r WA1E1t" N Wit 4 rot. RM 12 VrA
am Mnc EXCAV FROM RANTING HOLE
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LARGER SEE DETAL V� PLANT" id SWA #' MULCH LAT'E'R
�- 9, OR 15 3A.LON �tRIM "EE OR ✓ ORGANIC DU
lHRUB NOTE: CUT AND fRl 1!7 1K ![.ORE GRADABLE
RATIO MAXIMUM TWINE VALM 1RLJN'iCTo BE SET PLUMB (VERn 114
s1sT wiq OIrR -m " MRN0t ..•• - �� WHEN NECBSSAitY, BRACE OR GUY PALM
EXISTING Z.'1 ftOpE SCR
ORADE •- TREES AS DIRECTED BY THE LANDSCAPE
Ilk 2 * MLLCH LA4fp ARCHITECT
BREATHER TUBES - SEE DETAIL PM silaE
f - - IttArvT' ROCJTI IS Trt • StIr A AND QUANTITY
PAV15M 6tAvE (AFTER BAcK.nLL MIX HAS t - • / ' • '� � W 4Wr &ALL It V2* TO 314' F
0 ,
••' RIB Af" fKADE (AFTER BACKPILL MIX MAC
� � BALL �} �r MINIMUM _ ,, r LAYER MULCH PER svECS.
' � Est
- R7U3HEN OF RUMS HMI PR1 J, ✓� PIT &ACKRLL Mix PER 6PEIDFICA'f &S CLEARANCE ` A �► !' WATERING B ASIN
0 RNS4 GRADE �. W% SAND BACKFiLL PER SPECS. ALL
PT BACKPILL MiX PER SPECIRCAIT" - ` 10USHEN SM GP PLANT!" MOLL 6ACKFILL TO BE WATER-JETTED DUR1N6
toy PERTiLM TABLETS PER SPECTPr. A- i 1 SMIZER TABLM PER SPECiFICATIONS. ii rALL ROOT RANTING FOR MAXIMUM STASILiT'Y.
11ONS. INSTALL 50 THEY TOUCH ROOT BALL. � 80 THEY TOUCH FOOT S ALL . ,.' dAU. • '
± ! RANTINS tAC'Rfi.L, TAMPED +. •., FERTILIZER TABLETS PbTAL.L W THEY ARE
P� P T tAGld�l, CAMPED y t GOMVACfEO
- ` 2-V2 x It OT SALL 'TOUCHING ROOT BALI.
Z 12 RQOT BALL dACKALL
S. & 15 GALLON AND BOX CONTAM PLAN A
r pt , c.c , ip.s.�3c` 104A R.i•hJ.9r10;/ .
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A NO S�
5 OR 15 GAIL TM 11VSTALI 6RE/1TFIER TUBES ON NM 5LOTT'ED DRAIN OK 1lPPROVEIJ
iJER 1' OR ALL TREES ANP 5HRU55• PER ROOT EQUAL • — '1jM PIPe - pw L. 40 t
SALL
BEIOw a THE FOLL SCHEDULE: - FINISH GRADE
Pi OVOE SOL PER SPECS. LOWE5T (6) - 'CIiVCH TiE" TREE MS PE1C Si�ECiFiCA-
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MFR. RECOMMENDATION t 8 5 GALLON NONE
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W (Z) - 2" DiAL X 110' LONG tREATEO 15 GALLON (1) - 3" - •.: + DUCT TAPE OVER HOLE5 WITHIN 6" OF
\ ` FINISH GRADE
LODGEPOLE rW 5TAKE5. INSTALL 224- DOX (2) - W a
TRUE AND VERTICAL. V" INTO • :
UND15TUR13ED 501E ADJ. TO ROOT W SOX (2)-4- mmD PERFOKATED HAhiCOR PIPE. SEE
SALL. i �, , . SCHEDULE AT LEFT FOR SIZE AND
NOTE: FOR 24" DOX TREE, U5E -A" VIA. 46" wx (5) - 4 ' • _� NUMBER PER PLANT.
x C! TREE 5TAKF- _
' 60" 15dx (4) - 4" '
1 TRfE rE MAIL A L AKGER • • "DRAINGARO" SACK
!'3W PALMS (4)-4
. • VACKFiLL MAX PER SPECIFICATIONS
!CAlA1. aft 'REQUIREMENT' FOR
ROOT - SHRUBS MAY BE OMITTED VY t ,�„^ OPTIONAL CONNECTION TO DRAINAGE
.. LANDSCAPE ARCHITECT IF SOIL 1 SYSTEM FOR POOR DRAINING SOIL - 5EE
BALL
RACK 09 CURE 0RL0PP � I � '• CONDIT10N5 PERMIT. . ' ♦ - PLAN.
-- CK055 11F DFT%tEN STAKE AND
TREE AS SHOWN .
t - 112 - GAL V. ROOFING NAIL TO SECURE 15KEATHER TUBE TO EXTEND TO FULL
PLA►+RED 1 NIJAL TRiANGULAR SPACTiYt3
U1111111111" OTHERWISE NOTED ON PLANS. SACKFKI, TAMPED DEPTH OF PLANTING HOLE
•
REA R E DETAIL
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NO )CALF
L MDR FOR CUR M- 5FC1" U51F (2) '1104
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REVISION APPROVED DATE REFERENCES DATE BENCH MARK SCALE DESIGNED BY DRAW BY CHECKED BY APPROVALS CITY OF ENCINITAS
ENGINEERING DEPARTMENT DRAWING NO.
DESCRIPTION. PLANS PREPARED UNDER SUPERVISION OF RECOMMV4DE APP VED PLANS FOR THE WIDENING OF "
HOWONTAL DATE: �L•!� _•!'�� BY: ear: - LEUCADIA BOULEVARD 0012 -Si
LOCATOR: LL J. HOLT LAN D. ARCHIBALD LA AND IRRIGATION PLANS
V R.t_A. NO: tW DATE: Z•- a l" a DATE: S - 4
RE-COR FROM: - 6.30 -fib
5
GORY L. NOWELL M EXP: R.C.E. 48185 R.C.E. 21869 WORK PROJECT No. CMS95D LANDSCAPE DETAILS SHEET L AOf