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Site Plan
PROJECT
LOCATION
CITY OF OCEANSIDE
HIGHWAY ?a
PACIFIC
CITY OF ENCINI TAS
Vicinity Map
CITY OF VISTA
CITY OF
SAN MARCOS
Village alk Townhomes
Carlsbad, California
Site Summary
Address:
APN:
Zoning:
Area:
Unit Count:
Gross Density:
Lot Coverage:
Guest Parking
Required (.3/unit)
Provided:
Accessible(9'xl 9')
Parallel (7'x25')
Total Parking
Private Parking
Required (2.0/unit)
Provided
341-347 Oak Ave.
Carlsbad, CA
03-260-05-00
R-3 w/BAO
Approx .. 39 Acres
8
20.5 DU/Ac
57%
3 Spaces
1 Spaces
2 Spaces
3 Spaces
16 Garage Spaces
16 Garage Spaces
Building Information
Description: 8 townhome units with tuck-under parking
Unit Count:
Stories/Height:
Construction Type:
Occupancy:
Sprinklers:
Plan 1 (1,241sf) -1
Plan 2 (2, 148sf) -7
Total 8
3 Total/28'-6" from grade
Type-VB
R-3 Townhome
Yes, NFPA 13
SJieet Index
Al Architectural Site Plan
A2 Unit Plan 1
A3 Unit Plan 2
A4 Basement!FirstLevel Composite
A5 Second Level Composite
A6 Third Level Composite
A7 Roof Plan
A8
A9
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1 of2
2of2
1 of3
2of3
3 of3
Sections
Basement Calculations
Colors and Materials
Conceptual Grading Plan
Conceptual Oracling Plan
Conceptual Landscape Plan
Conceptual Water Use Plan
Conceptual Maintenance Plans
TMS Oak
Investments 8, LLC
CITY OF CARLSBAD
PLANNING COMMISSION
Case Name: v'dlo..a<--\,Va/L
Case No.:C TJoi S-ooo 51/pub2ol i-000'(
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San Juan Capistrano 92675 San Juan Capistrano, CA
951.801.0888 949.230.4537
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Investments 8, LLC
29250 Paseo Sedano
San Juan Capistrano 92675
951.801.0888
CT 2018-0005 •
PUD 2018-0002
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San Juan Capistrano, CA
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San Juan Capistrano 92675 San Juan Capistrano, CA
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29250 Paseo Sedano
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San Juan Capistrano, CA
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29250 Paseo Sedano
San Juan Capistrano 92675
951.801.0888
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D e s g n &
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31866 Camino Capistrano
San Juan Capistrano, CA
949.230.4537
02.21.2018, REV. 04.17.2018, REV. 05.29.2018
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Investments 8, LLC
29250 Paseo Sedano
San Juan Capistrano 92675
951.801. 0888
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D e s g n
Planning
31866 Camino Capistrano
San Juan Capistrano, CA
949.230.4537
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f---1:N )41::::: <D :,1, : : : t 1:=,;:----c=====;;:<(::;:;i: :::;::, =: ;=i' ;===:t:=,;:~=J=;;::;i;:::;::,I :;:::;:: :::;::: y;:::;:: =====:11N 6 : ; : ', / 1!11~--r=====;;:<D:;;::;:1 :::;:: :;::;: :::;:::;===i
(_J I 'I I I I I I I I r I I 1 : II I I I I I I : ✓ I 1] I I I I )1
1 I I I ! I / Ii I I I I I I i i I I I I t' I I I I : I' 1 11 ! ! I I /l
_,, I i ' ' I ' I I 1! ' ' ' ,, ' ,I '" ID
i ,i : I ',: I I ~ ;! I
, Ii I I I i /
I! I Ill 1; I I I
Ii I I I
' '
--
NOT COUNTED.
----.....
-
D -w -
C) !--z II -=:) 01 C) -\) .
D w !--z -
's:t-=:)
II C) -r-\) NI
!-
C) z
-D
C) w -!-
_II Z
C) =ii
NI() \)
CT 2018-0005 0
PUD 2018-0002
CDP 2018-0021
i!e~E1 ~3-•gf-~~•E--~5]--b:====-=dl II ii O -'------£iil ---~J!l II ii lQJ.. ________ £iil ____ J!! Ii II lQJ.. ________ ~ ____ .I!! II II lQJ.. ________ £iil ____ J!l II ii l!!J: ________ £iil ____ .I!! [ _____ ] lQJ.. ________ £iil ____ J!! r_=_=_J & ________ £ni ____ 10 --------1----.,..._.
Perimeter Calculation:
Total perimeter length of eligible basement:
Total perimeter length of basement:
Total % of eligible basement
Basement Perimeter Calculation
Village alk Townhomes
Carlsbad, California
360'-0"
449'-0"
80.2%
144 1-10 11
COUNTED . NOT COUNTED
0 8
TMS Oak
Investments 8, LLC
D e s g n
4
Planning
29250 Paseo Sedano 31866 Camino Capistrano
San Juan Capistrano 92675 San Juan Capistrano, CA
951.801.0888 949.230.4537
------16
A9
02.21.2018, REV. 04.17.2018, REV. 05.29.2018
•
•
Right Elevation
l ___ _
Front Elevation (Oak Avenue)
Left Elevation
Colors & Materials
Village alk Townhomes
•
Carlsbad, California
Stucco Base
SW7064
Passive
Stucco
Accent
SW7066
Gray Matters
Rear Elevation
Lap Siding Fascia/Trim Gable End
SW 6212
Quietude
SW7006
Extra 'w'hite
SW7006
Extra 'v?hite
Railing
SW7006
Extra White
Accent/
Garage Door
SW7069
Iron Ore
Stone RoofTile
Santa Cruz 4602 -Concord Blend
Coastal Ledge Bel Air
TMSOak
Investments 8, LLC
29250 Paseo Sedano
San Juan Capistrano 92675
951.801.0888
0
D e s g n
p
4
CT 2018-0005 0
PUD 2018-0002
CDP 2018-0021
s __ .___
16
02.21.2018, REV. 04.17.2018, REV. 05.29.2018
•
--------------------------
WASHINGTON ST
-
Ii I ST 4+00.00
ALL EXIST. WATER METERS TO BE ABANDONED WILL
BE ABANDONED IN PLACE, THE CORP STOP REMOVED
AND SADDLE PLUGGED AT THE MAIN AND THAT A
SADDLE WILL BE INSTALLED IF THERE IS NONE
PRELIMINARY
--.--lX>~--'.EXIST FIRE
HYDRANT
NOTES
1. THIS IS A CONCEPTUAL GRADING PLAN OF A TOWNHOUSE CONDOMINIUM.
THE NO. OF DWELLING UNITS ARE EIGHT (8).
2. WATER SERVICES AND SEWER LATERALS TO BE INSTALLED AS A PART OF
LEGEND
GRADING
---1,40)--
----+o ----
r11ncOIFS \ -;-\.,. '
X 40.00
--------
PLAN
PROPOSED DRIVEWAY
TOP OF RETAINING WALL
FINISHED GROUND
TOP OF WALL
NOTE·
SUMP PUMP AND THE POWER SUPPLY WILL BE DOUBLY
REDUNDANT I.E. A BACKUP PUMP AND BATTERY POWER
SUPPLY IN EVENT OF A POWER LOSS.
TENTATIVE MAP NO.
CT 2018-005/CDP 2018-0021
PU0 2018-0002
OF OCEANSIDE
?a
it
" I q ! ,,
II I "
JOIN EX. PAVEMENT 'I 'I I I
I 11 I' I, i " : I . I 'I ! I , t !
c.l; ' .\i::n
THIS DEVELOPMENT
.!lli. f--___ E_X_IS_T.,1 P_O_W_E_R_P_O_LE_ 3. PROPOSED TREE PLANTING AND LANDSCAPE PER CITY ORDINANCES, ALL I I EXISTING ON SITE TREES TO BE REMOVED
EXISTING CONTOUR
PROPOSED CONTOUR
EXISTING ELEVATIONS
EXISTING SPOT ELEVATIONS
PROPERTY LINE
CATCH BASIN
PROPOSED DRAIN INLET
EXIST. FIRE HYDRANT
TR
FG
TW
FL
FS
FF
FLOWLINE
FINISHED SURFACE
FINISHED FLOOR
INVERT
PROJECT
LOCATION
CITY
HIGHWAY
AS,:V:=,a;·.;.=
\ 1, ~
,\~-)'' II I ~ i I ~J 11
111 , ~'"~"~}~ , ~"-V I . -~"~ ; .~ 40• ;;
, ~r.. ''~" I ;;;,\_'< I <fl "
IJI. I ' 8 I I '1· ! I'% II 1 CD I I l. -z. !,
1111 : i I Iii~ ~ 1,1 I I . ""'I id:,! -: I z
11 1 EXIST. EDGE oFf P~VEMENT ~~-it! : i "'~
I
4. WATER: CARLSBAD MUNICIPAL WATER DISTRICT
5. SEWER: CITY OF CARLSBAD
6. SCHOOL: CARLSBAD UNIFIED SCHOOL DISTRICT
7. PROTECTIVE COVENANTS: HOMEOWNERS ASSOCIATIONS
8. TRASH ENCLOSURE IS LOCATED ON-SITE.
PRE -DEVELOPMENT
STORM WATER FLOW
POST-DEVELOPMENT
STORM WATER FLOW
Q ~1.18 cfs 100
Q ~o.s1 els
100
PROPOSED SEWER CLEAN-OUT 0
DOUBLE DETECTOR CHECK VALVE l:.ill
PROPOSED PRIVATE STORMDRAIN --SD--
PROPOSED PRIVATE SEWER -s---s-
SIDEWALK I .. : · ·· ; ··· I
CURB & GUTTER
INV
WM WATER METER
•M•M•::.MllMM PROPOSED RETAINING WALL
C::• I' II• :J:, EXISTING RETAINING WALL
-R-RIDGE LINE
---0-CATCH BASIN
SD STORM DRAIN
SDF FORCE MAIN
EXTERIOR LIGHTING FIXTURES WILL
BE MOUNTED ON BUILDING WALLS
PROPOSED
= \
BLOCK WALL +6"
PROPERTY ;--LIN ___ E,;--)-"-,;,~---'l'"..--.----+-+-
1 I I I \
II. (PROTECT IN PL1A4E) "g:1· I '1 I, I ll I EXIST. SINGLE FAMIL y RESIDENCE
I I j . I 11 ''6:J,, ---------DEVELOPER TO OBTAIN LETTER OF ,flERMISSION
EXIST. OVERHEAD Io. -.-~c+,,A-t++-~ ·.<>II I APN: 203-260-06 I ----FROM ADJOINING PROPERTY OWNEW:FOR
PROPOSED __/
BLOCK WALL
4" -6" -
.. •• OFF-SITE GRADING/CONSTRUCTION/ 11 '1 POWER LINE • .. ,· 11_ tl~'o·' I I :, ', 1',' I --..... 1_1--~ I ... •· . . ,,
PROPOSED RETAINING WALL W/BLOCK WALL (MAX HEIGHT-6) ·• PROPOSED 6' HIGH BLOCK WALL
PROPOSED
RETENTION BASIN
11 MODIFIED ' l ~-~" I I! i ,b,;;;t !j EXIST.WOOD FEN(;&-, / • ,/ >:
I I EXIST. DRIVEWA1 i V I I I ~ l (PROTECT ;~ ~) TRASH ENCL.,., 48.10 FF 8" DIA. (SDR35) OVERFLOW~i > 49.00 FF D / /, :CV SC t;: ~
111 ,9,'5-ST3+56.66 : ~I~;"°-~··! =f~~i~I% "1:/ ~~~1~'.T~}sT:~t:,_~fL.c,:L.<.::· //fc-:.~Eit~}s;:;?rE}~~~~~~I 5000t;T~1-~10:J-L/.£.i~l£~5~0c:O·O,T.~G.,:_,:.2L.c'.'...L:~t ::::;;;;-SEEOETAl~L ii IE---~ <It
11·~1'\..JOINEXIST.EP'~,,.\l '>·\S lil~ I! ,i ~'1aWM FD3/4 IP ~1v ';;;)~ 50.10TG ~ 50.00TG_o,:, ~;;l<:;;i . \j '<" ;il """oy,"-. I ~Ir~•':,":\,~~~~~\ 50.00TG THISSHEET v~~ ":l, / 11
.....-\_~0· ST 3+49.991 1 ""',c. / 1j 11 r~·S? LS 2789 1,)2:"' "'"°~ 49 lOINV ,.,,: 49.001~,1\fK_,N 34•00,14oi.W"'~ 48.9G\1~V .c "'"?.· 48.80INV I ' ,~ 209.98' 48.60INV 'o · ---~eo·r..."'; 48·53INV 11
\~0 ,'-"1\
~ -
PACIFIC
OCEAN u
CITY OF VISTA
CITY OF
,,__....--,,4 SAN MARCOS
I' JOIN EXIST. . EMENT I I I I " -,,, ~" · -,-'s;"?I ~ / OUTLET -·J:
ST 3+33.44 I 46.90TCW-46/ OfL t'.:J~ I I lo,\ V ~· '--(,">_,, 4 ·1'.D.JOSH C . I' •• ;:;--,·-~ :' / .... L ....•.• ~, \. .~ J.. n· -----.... ~_,-.....-~ I -----.... ....::::}-I -----.... / -------I -----.... _............ '"" ~ _ ,,,0 · I\ PROPOSED 8" (SDR35) STORM ! ~Ell l:x\3-"i;;"'-R'612% 9. 'i".·,'"'-?Z·•.·.··.· '·· "''·' . · .. 1,1'•. '•.o:,.,o. •. '•, ·,. ·, .. ·, · , •.'I··• .. • .. o:. ·,. ·,.' ·, ~-s::;:: •. ·, ··, ·,, ! '·-'':>"' ,. D .r. • ~ ,c,y:_ -..,., SD , ,. "'"' .%<1-·Y~-'s::,
DRAIN CONNECTION TO EXIST. --.. . w(/) 2o 1 ~o· J .w '< MIN ~, .. ·',,,, .A'?,_ i'" ~'-" 0 I co ., SD • I SD . -0 ,::.--; : <D s ., .,.. -0 ·-" "' 00 I SD O SD _, -·· .'._ _,,•-;.,,--0 <D .., 24.8'''" ~. ,'.>,.cii> 1, _, j ~ 1:1'. . . . ' <:o. " • ' ., ~ "'·s. ,_._. c.:, • ""'~ 11:'Y -...:.:•w,,,, I c·,,,,""' "-.•lf#? ,,, \ ... ~ --....::• ... ,,, .,,, SD v/ .0✓~"' -c• "° ~ -✓ -• . ·a ·-
CITY OF ENCINITAS
· 1!;'f~trl~iN (~~5~~0y.:'68/LAN D-9"'-.wz -§ !I I! l~t'.1-!5' lO ,.4 f-t /·. 2 ;ji""'"-{':g, "IC~~ 'f/ ---.C' .l: 1/ ~ '---. .!•!o. . -. -. ,,_'o 8"' . -":, 11
I ~ 1.t.4-' -~ ' ./!:ii . ",.'-c,-:-~ C =, ".5 "-s~~ ·~ ~ -, --_,,.r;:<fl)t' . --.~~ :,\~'-l \ ~<,\ wl~ 1.82' F
ssTT 310+2080.44PRovAAKTEAVDERN1vuEE•~= >.~s--w s '1 I' V/4 " ....._ o .· ·. -, c '\;J, A /. -s" I"'"-" J , -tt.~c0. Bus1L0D1NG_ LINE ~ .. f-b'°~-f-,~.-. CCC~.·,-.. , ·,.···. soF . BUILDING LINE <o~,,G , ~ -~"' "F ~ 41:,:~,1.fl I I i--!2 I 111 >
+ I <( >--' OJ 'ryho;J., "l .. ;"T",,. L . '. '" , .• V ~-' L'.' L' ' SD ,,, • , -~, . • ' • SDF ;ov ~-~ . Q.~ j
EXIST. SEWER LATERAL I ~ "-"2 01 4 !'\.V/ ·; /~1·•.<:, . · LLLLLLf-½! · .a . t."'.· • 4 . '. · ,::,7· · '1 -LLLtLt!<,~. L -I 4:!,Sn SD \ 'PROPOSED L"~ PVC ,; v ' SUMP TANK W~GRATE _/ ,,·. I ,:. \_ PROPOSED 4"¢ PVC ~. -'\. RETENTION BA~ ~lrii. ~ g VICINITY MAP
NOT TO
SCALE
A
(TO BE ABANDONED) ~ ' "' c;5 1-i I! VY c:, '' ··· · ' LLLQ,>i;;,~i ' · · • CvNC ' 4 ' :.J..L' LL~',' ' 0''-" \...' t ~ · 1 · ' FORCE MAIN FROM SUMP ==1= V 3 '-<"'SEE DETAIL HEET 2) 02 p co!;
ST 3+31.44 I '!;: l.,_:~ 0 1 ,, <o {;:-· "-:,. ;-;-, ~ L.;: • : . ·. :•. • • .. · , . ;, _Lil?~Atilll:.Lf.+ L _I DRAIN. PIPE @ S=0.50% ·._: DRAIN AND PUMP ; ~ :'. PUMP DECORATIVE ROCK @SUMP PUMP ...../ ~.{ ;~ \ SJ "'"ii'" o /
~ "'= E·.;sr h I BASEMENT I LE:VEL GARAGES! AND !: DRIVEWAY ~ I* OUTLET rOR EROSION PROTECTION '"\' r .o, ~ ' ~-1.,~c;S /
(34.20)1NV OUT I ~ ST, 3+28.11-4'/ ·· 10% 112% •·::-H::,,, tci BE ABil\NDONED) .· zi!i-S.L_;. • ~~ :~• L PROPOSED 12" WIDE ' · I •,: ~' · W """'-' 0 >-....J / W
(34.30)1N111111_ ~ >--<( . • I-D\jl .. Y. wc;oo' • V ~ .,,\\\/ -~P·1u-;-,,,b.!-< r, . ,,, . ;,, • • . ( LL...i..1-,L,;-_ ,.-,-!,-kJ !-' I ~-GRATE DRAIN I ;::; PROPO~ED 6;,;SEWER 2'~'¢ PVC u(' D / ,,_. ', I PROPOSED f" SEWER 45.5oc I ~ k:<11 ":?Cjc' ~ / (.)z , zw ~ , ..i u ~·11 t, • lb-':' r,c. ~~e,sLe.i;!.r, --:: ,,,.,., -LL::ili"-!UL.dt."""""'' c. -45 30TG _ ··: ',, · , r@S~l.0% sco ,s :::: t. 5.33' O
, 1 = G'.; "":i.,'6· ~H ~ 1 a.'1 , , '\ , ii<;\.. o, -!--P.~, '-· .... · ,. "'o:;c x'-'l. · • . D ~i,i;"v','A,Y~i'tl-4-~ f-I · ~ r@S-1. % ,.: ORAi PIPE i.'· , ·'-i :--; ~ u , ~ I '1 ·, w ~ . ~" C ., I-_,; V : ' • ~,, :J..:t:L'Lf-. ' , . . -~ ~ ,_ t.9L 6"S---+--~~/ _____ ...,.._~c----------,-!-',-----b'"k 6"S-----~-Q \) I -,
> ~ ,s 0 V, ',~' _,,. ½ II -'"~LLf-l • \ i)) . ·15'"-c--'-e-L,-Lc,-.. J .. •,' '•. j' . ••. 't' -'. ' I_' J '\ t ,, -10 1 :jr I J, I 0 ~;o== ,,r--, ~1~ 0 1900' ~~-' w 1~:1 ~ ,,r--,=!:;;:~ / ~
! ~ ! '✓ I -I ,.;/ I ~ _J , '"'\1 1: 2''0 ~vc •~ i 2"¢ IPvc """""" 1/ ::ae
1 1 15 sc (rn BE ABANo, N~oJ , ,., -..;c~ "-"' '"' , , r DRAIN PIPE . , ·'" l'_;,, ':j ,1 , r 0RA1.N PIPE ( ~
, ::s ~ °' ~ s-t---
1
-1 I s c-r Ml~ i,; J!! "" '.di 49. 20 FF "' '< o o / , -....-~==:...c::-'...._ ___ -,..:,t.._~ ... .., 1 o s / ~1 ,. I! lo;~; ~: ~ I~~~ ; I:'~~ ; ~ ~~r-1·?/I -~ o,,_ tc;-,48.53 PAD s:_ / SD / SD ;:, .c., ·:: ,_,,-~-~~------_-_-~~-so-----;:)~ ~ ,-;).P 2:r 11: ! v~
Ii'"~··~ 0 ..,o::"'o 1~" ~'i' 1:11....;;;,; ~ 1 ,;y~L_.~ 1, °'7".,, 0 . -· l: , __ .. ~ ....__2"w~•Pvc DRAIN ~1 ·,; , __ 2"¢ PVC·lillyi\TN • ::, ~ "'i ...... ::ae ~ t, o ~ c'.., I~~ 5:)l ! 1 •,r,;,-½ i?,-,l~v 5' 10.65't '.'c ( ii 'o . ~ 2 ¢ PVC DRAIN ,. PIRr ~ PIPE §§,,_o;; {?'o/.vo t; '1~sr;; f;J, l\~)~I ~ , ,_; I x ::::, , ~ '2 1--I i Kc<i , ., , , PIPE ,_, • / ~ ·" '16_ ,0o,,,. ~Zi :, / (11 ,! ~ ~ ~ 0 ci !co,_.~ ~o r<!Q .. ;o~ 1\: \:' -t';)~ ~" R ~y; { /i6 ... , ,..-.,,. 1 = • .... ~ I) 1.__1tt.1_LT i~-·.1 ¾.\.:) , .. , .,,.,,;:2'"' :1 z / x
Ii ~ 8 ~~; I 1B~ s; !rsff'k½k -ii ~, =" !, 6" ~[j2.vu· ·N·1,-'·1· ',~-~' ~ ~--,4ttt6.5'i0t·-t G,:-:-F._,Fz:,:-~~ ,~,-,·=~=~T;F~ '' ~~~1~.~ ~~;:GF~ 4~~1~FF5 ~f!~TGF~ ~~~TGF~ ~~~~F~ ~ ~ \)~,~~~ w ~ "<I wcno Iv ,_o I 1·1-~ I' ··. II A•'• -V ELEVATOR i~,r,~ V 0
LEGAL DESCRIPTION
PARCEL 1:
THAT PORTION OF TRACT 99 OF CARLSBAD LANDS, IN THE CITY OF
CARLSBAD, COUNTY OF SAN DIEGO. STATE OF CALIFORNIA, ACCORDING TO
MAP THEREOF NO. 1661. FILED IN THE OFFICE OF THE COUNTY RECORDER
OF SAN DIEGO COUNTY, MARCH 1, 1915, DESCRIBED AS FOLLOWS:
BEGINNING AT THE MOST NORTHERLY CORNER OF SAID TRACT 99; THENCE
SOUTHWESTERLY ALONG THE NORTHWESTERLY LINE OF SAID TRACT, A
DISTANCE OF 16D FEET TO THE TRUE POINT OF BEGINNING: THENCE
CONTINUING SOUTHWESTERLY ALONG THE SAID NORTHWESTERLY TRACT
LINE 40 FEET; THENCE AT RIGHT ANGLE SOUTHEASTERLY 200 FEET;
THENCE AT RIGHT ANGLES NORTHEASTERLY PARALLEL WITH THE 200 FEET
SOUTHEASTERLY FROM THE NORTHWESTERLY LINE OF SAID LOT, A
DISTANCE OF 40 FEET; THENCE AT RIGHT ANGLES NORTHWESTERLY 200
FEET TO THE TRUE POINT OF BEGINNING.
EXCEPTING THEREFROM THE NORTHWESTERLY 10 FEET AS VACATED BY
THE CITY OF CARLSBAD BY RESOLUTION NO. 2002-132 RECORDED
5/24/2002 AS INSTRUMENT NO. 2002-0445744 OF OFFICIAL RECORDS. 111 ' "'°' I I I' ½ ii·: n~ ~ :, 45,83 PAD 45.83 PAD ' 45,83 PAD ' 45 63 PA~/ 45,83 PAD 45.83 PAD 45.83 PAD 0 st v\..~~ CD ;'
I c:5 I':: I ' II ~ ' .. :. MIN 4 w' SEI 'l~ •.. ·E 48. 70 GFF ' ' '< . " 12) <-" ,: \._ ts J s",<:j ii I ~ ~ 6 ,nw>
111 ;--._I l 11',•~~7j" i ~ ii . 1" IR<R s'E" v'1c·•·,E 48.03 PAD "' . ..... .. I RS~ FLOOR LEVEL OVER GARAGES < .~n ; 55.50 FF O I ~ ?.."1:..-c-'I ;;:: ""u z_ ;2 w..J PARCEL 2:
·11 I L ,M ' ! 0)½' . ,. 4810TG . "") <J'.:, I " / ' . "/-.: '\ ·., "I " I '\) I 25.03' ,cj) \,/1\I' 1·_0,NOCO..J I-~ ~I u.. 11 (TO BE ABANDONE 1)1, \ •. ,% ~-/1 ', ~ \ /46 .. 60INV ,.. , 1 I. I 9 v, , /,• J! SC:(/) '_ ,,:,•. <,7!~-Mli~ 9 (/) , / ll;,~~,t; 9 v, :, /· ~~~ 9 '" , , , ,1 , "' . , 1 c.: CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO ~ ,,. "' <... "' • , "' , <... "' ,. '-"' v, t < ~ (/) . '-~ v, 4' ✓ -sr ,-MAP THEREOF NO. 1661, FILED IN THE OFFICE OF THE COUNTY RECORDER
Ex ST SEWER AT ,l.L ......______ ', , " .,..> 1 .. , ::: ~ .-,c,il-1 • , , THAT PORTION OF TRACT 99 OF CARLSBAD LANDS, IN THE CITY OF
ii I 20' '-S~ --fS-t¢ir1/.:--S-f ~-, 'Ji""v ~ / -'V LANDING '-++H++.M-u'iu.. LANDING u'iu.. LANGJ}JG .,;u.. LA DING u;:u.. LANDING · II ,,,u.. LANDING u'ic.. LANDING u'iu.. . r'2r--/ \_ lj~~~ ~ OF SAN DIEGO COUNTY, MARCH 1, 1915, DESCRIBED AS FOLLOWS:
~~~;~i;N6o~~~~E~~!~:gH~1R~ET Mv:i~~l:~N-"~~sco ! ii!~ t ii J~ ?)fc: ;_ ;:,n ')'°/4'¢ I ~to_/ 4tff0 ~6 50F: ~mr, ! :50F: 'lii (~ 46 s~: ,m (' I 46.pQF: '' ~ •••. ~l :~5-0F~ :, " ~ (~ 46 50F: +hH+IIH-"'1-1'-'~J' 46.SOF:-+++++.J.H"ll"'l'-(c_~--I"' ~o/~ ~~·~~iiv ~ ~ ~ ~~~l~~~~~T~~L~H~L~~~\~~R~~~~~~~~~c~ 8~/~~ ST~~ciR~~\T~ENCE
~~~6~0GEDU~~;~;;~~\~~CPR~~o~~~2;it 44, :, ii I "~ff II ½ ·~ -.~.:. STEPsi./\:9...-. ;,., 49.571NV ~l:l/. t / S6D ¢ (SDR35J PVC .~RAIN PIPE <s\·~S o:50%. ;,. SD .N . A .~v ... ~ '-"----+---,~,"v .-."'-i--.,-1. =-i:5"'i¢•. ~RS"'fn""o"".~ro-,,%"',Cs·.°RAl!r IPE . / ~'1 f:J~ ½i-;, i~ ~~~¢i~~fN2Fs63~~~~TTE~~ /~~oT:i\:?~LDo~g:{~~~~{~R~~E~i!cT
IR REVOCABLE OFFER OF DEDICATION FOR PUBLIC _ 1 1. !.1 « \, ,'.J sZ ', ~.·. . . . . ~ _ '··· ~ ~ , / _ ~• ~ , • "'o.,, SD ~ ~~~"';-I, i, LINE 40 FEET; THENCE AT RIGHT ANGLES SOUTHEASTERLY 200 FEET; , '/, !~ . ---.• ., v,, -, ~ --10' THENCE AT RIGHT ANGLES NORTHEASTERLY PARALLEL WITH THE 200 FEET
ACCESS EASEMENT j "'<:Y , i 1// . !I ..<,C?,1 · "P.:;). 1' ' ·, ', ·, ·~ ;,! • • • •• ',~ ·1 • ' · ·1-'··'·' ;·· ' ·· ' · -"'-5l?c00-rl"I-" · ·. -'-0 ' j ;·"' I j '52.00lW ' j / j illm' ',..----~v SOUTHEASTERL y FROM THE NORTHWESTERL y LINE OF SAID LOT, A
Ii I ST 2+7002 PER\ DW~Q? 43D-i6 Ii I ;;; \ Ji S'. 1 ~IN' if ~. ~ "'J ,c' ~ /-~ ,:-_ ... , r. ·-. _ 1 ! _/ \ .. ;,., .. . . 11= .)\ "i-iJi/ f:.t /QISJ;Al',l½E OF 40 FEET; THENCE AT RIGHT ANGLES NORTHWESTERLY 200
Ill (i~N9~)~~\;t~ci)~NDSIDEWALK[ ~i; ~',l.ppl!~.(, .• "' FD3/4"~p-S-~ cy 51.00TG '~c,\-::::r:"' 51.00TG'/ N33"59'47]" 51.00TG\ ,;"'s,c,\_,.,51.ooTG I 51.00TG / 210,_05'~9)~\ ~ 5100TG 51.00TG' / :,:$CO J1Vl1 ~·'-:) ~~~~p~~NJHfH;~~FR6~1NT~Eo~g:{~~~{ERLY10FEETASVACATEDBY
' . -. I l ,::,.~ 1· ii W," "(\'<,"' 111 LS 7959 l,,'o'ijr...""':2-Ji: ::JV" 49.60INV;,., <,-.'o70;,o;'~\\;', g§ 494SINV 49.351NV 'o'o~:_'?"·~\'?<,_49.251N ' B 49.141NV i0,/ i,,0 ~ ",n . 48.931NV gl::;t:; <!;}!ii/ 'w (if!; FD TAG ON THE CITY OF CARLSBAD BY RESOLUTION NO. 2002-132 RECORDED
IJ I ,:.,v EXIST. POWER POE i , \: • ii '"~~'-' :.·1
1
, .0' 51 OOTG 00 'o,f'"ov v_,S"' 'o' 'e:, / J'%, '~~"?' , ;'; 49 ·04INV ~ ~;; '-¾,~~'-" !J &·,.,'? TOP OF WALL 5/24/2002 AS INSTRUMENT NO. 2002-0445744 OF OFFICIAL RECORDS.
I. ':,;~~"(PROTECT IN PLA E) f' ~~I ! II "I ~5.·. ~I GRATE\ •K 49 .. 70INV <'i \.: ~~ ~ EXIST. RETANING WALL ?': 2 ' y<i. ?': 2 N z ~ ~~ "'fi:: ,'.? l ~C:,· I T 30·111 : ,: ii I ~Ii~ ------'<--\_,._________ ~ ~ (PROTECT IN PLACE) ~: EXISTING OCEANMIST CONDOMINIUMS ~: ~ ~ ASSESSOR'S PARCEL NUMBERS(S) 203-260-05
Ii i Ex1sT. cuRs & GUTTER ! : : ; 1 !I ~ L _·_. -·j1 o:: lffi';i'R"!mi"i"i"iml=F=========;i ;/ .,,. / ,, / ./ / .... / ., / /~ / _,,. / / ,• / / ,, / ..,. ..,, ./ ,,. / ,,., _/ / "' ,/ / ,,.,,. _,,, /' /,..77-::; / ~,.. /' / .,/ / /' ,..,,, ./· / / ./ ,/ ./ / / _,,, ./ ,,.. _,,.· ,/ .J ,/ ./ /-/ / /' _/ .f
(PROTECT IN p ACE) 2b· Ii I : ii 9 110' . Jq V / I APN: 203-260-04 I F.F. ELEVATION 57.30 20.00'
f-~----:---+---t,-ii",o--;,r-;-,~--i.".'' :/ NDS 1211 GRATE (12"x12")
EXIST. SIDE WAL : I ! I ' II " I .. · .. ·.: i'I' i/ W/ FLOGARD INSERT FILTER \ / Fl-NISH GRADE
(PROTEC_T ~:,jl! ,CE) 1 0 ' '~ • i '1 II N~i ~l!J_;!j_i!_t!_-Jt._=_=_=_=_=_=J= .... =_=_=_=_=_=_=_=_=_=_=_=_=_=_=_:J~ / BY KRISTAR, INC.
•':>¼,° , tlct-,:>:~i ,,,~~1~".li •K '/
ECO-STONE PERVIOUS
/
CONCRETE PAVER,
0° 3 1/18" THICK
Q_ * . -:;-:--2%M/N f;:'Q..J' 2%MIN _ -
FLUSH JOINT
//,.-/'./,'
FLUSH JOINT
/ / /: NOTE
/ SEE SHEET 2 FOR SECTIONS, DETAILS
/ AND PRIVATE DRIVE PROFILE ,.
/ EASEMENT NOTE
/
.·'
/ CD
NOTE :
CONSTRAINT MAP DOES NOT APPLY
~~~~~ OL~~8EAD sea : ~-~\. i ii ~\r ~i PLAN VIEW !~ I FIRE SPRINKLERS WILL BE REQUIRED I -✓""'<'"cv = ,,.,., ';,, ,'
,,>l,_,,.J,'f J O I 11 WM I · • 'i DIMENSIONS DETERMINED BY . , GRATE ADAPTOR We., ' i i 1° ,' II ;gj I : · : ,I GRATE FRAME DIMENSIONS. ~--12" MIN. WlDE PEDSTRIAN SAFE -&Y~ "' · '1"' =WM · · l A j" >--4" DRAIN LINE 0 I I I':\:; II= 1·· . •. ' I USE FRAME AS A FORM -" FRAME & GRATE 3 8 SLOT
EXIST. 8" SEWER MAIN' R ! I, I • . I !isl WM . I 13 I OPENING. EAST JORDAN IRON g-
-. ,. , ,,, .··· .. ·:J>'·l;'.~i,: ,"·:~·:·~·-:: ·•. ::_ .,, .. ·, .. .-, . .,:!-~· .. >' :;'.
J.UJ ~ J . -r!" ~ 0 0 A 'Qo );:)-, U:Jl ~ •. \ PROPOSED-CONC. PROPOSED CONG.
PAVEMENT ~. u, x 'f/;;;:\, ;4 ic-o9.r ,,4--! »1J.;;;r c,,1JJ wr w.\ M w PAVEMENT
AN EASEMENT IN FAVOR OF CITY OF CARLSBAD FOR PUBLIC
UTILITIES AND INCIDENTAL PURPOSES RECORDED ON
05/24/2002, AS INSTRUMENT NO. 02-445744 OF OFFICIAL
RECORDS.
il. ! ' ~. WM .· .. ···l' -~ ~~::il~~~ WORKS OR EQUAL (800)874-4100 6"0 SOR 35 PER DWG NO. 118-9 ~ "" , = ~ DRAIN PIPE
9-'\,r~ I Iii 111~:11, .·.,:l O O
O ~~ 0
...........-f6t~B~~TTOM t + '11 ,:fli{' ! ~ , ~ o {ilot~rns~ "" 0 o~~" I
4" THICK (TYPE NO. 57
STONE) OPEN-GRADED
/( x /( X ,i .K )( ' )( ~ 6" THICK CONC.
BASE 18" THICK (TYPE NO. 2 STONE)
OPEN-GRADED BASE
FILTER FABRIC
MIRAFI 140N ( ON BOTTOM
AND SIDES OF
OPEN-GRADED BASE
EDGE RESlRAIN
1-1/2'' THICK BEDDING COURSE
(TYPE NO. 8 AGGREGATE)
BENCHMARK
BENCHMARK NO. CLSB-130 '. ,'" I ~1··,.i,; \. ±i I ·:1 :~,-." ... ~ .. ~ :· ~ -.( -&%,,~ ~ ~~ 1"~-"' FILL THIS POR]ON WlTH CRUSHED =
~, ' "JPT C);;\½,,_ as ROCK AFTER POURING GRATE DRAIN INLET DETAIL
SUPPORT CURB N.T.S. ECO-STONE PERMEABLE PA VERS DETAIL SCALE: 1'' = 1 O' ELEVATION: 40.910 (NGVD29)
ASSESSOR'S PARCEL
ST 0+00 LINCOLN AVE=
ST 0+00 OAK AVE
--,-,-: I I l>O<I , EXIST. FIRE
HYDRANT o I !1 ~ ~
H ';I
\~
~
~ -LINCOLN AVE
CRUSHED ROCK
W/FILTER CLOlH SECTION K-K
BOTTOMLESS TRENCH
N.T.S.
ENGINEER
DRAIN
a-Dig a 24" wide X 18" deep trench
b-Place filter cloth in the trench extending 12" vertical on each side.
c-Fill bottom 8" of the trench with crushed rock.
d-Form ond pour perimeter concrete curb.
e-Fill the rest of the trench with crushed rock to 4" from top of trench.
D1'1S ARCHITECT: D33
DESIGN AND PLANNING
CONSULTANTS, INC. 31866 CAMINO CAPISTRANO
SAN JUAN CAPISTRANO, CA 92675
Tel : (949) 230-4537
CIVIL ENGINEERS
05/26/18
EXP. 9/30/19
OWNER:
N.T.S.
NOTE :
THIS IS A TENTATIVE MAP OF A CONDOMINIUM PROJECT AS
DEFINED IN SECTION 4125 OF THE CIVIL CODE OF THE
STATE OF CALIFORNIA. THE PROJECT CONTAINS A MAXIMUM
OF 8 AIRSPACE CONDOMINIUM UNITS
PLANS PREPARED FOR:
ADDRESS
341-347 OAK AVENUE,
CARLSBAD, CA 92008
TMS OAK INVESTMENTS 8, LLC TMS OAK INVESTMENTS 8, LLC
SAN
29250 PASEO SEDANO
JUAN CAPISTRANO, CA 92675
PH: (951) 801-0888
SAN
29250 PASEO SEDANO
JUAN CAPISTRANO, CA 92675
PH: (951) 801-0888 DATE:
203-260-05
CITY OF CARLSBAD
CONCEPTUAL GRADING PLAN
VILLAGE WALK TOWNHOMES
TENTATIVE MAP
341-347 OAK AVENUE, CARLSBAD, CA 92008
05/29/18 SHEET 1 OF 2
PROPOSED UNIT
BUILDING LINE PER
SEPARATE PERMIT
TO UNIT ABOVE
~GARAGE AT
55.50 FF
LANDING
50.50FS --
LANDING TO
GARAGE
45.50 FS
50..JOFS
6" DIA. PVC
DRAIN PIPE~
~---1
4820FS
PROPOSED
RIP-RAP
--
BUILDING WALL (PER
SEPARATE PERMIT)
45.50FF
,
ro
1' 4'
EXIST. G UND
. . ·-. "-
PROPOSED
2' MAX
HIGH
SLOUGH
WALL
EXISTING RET.
o--x+--WALL (PROTECT
~ IN PLACE)
R -'°
I H o,<:ll c'--¥'--'-,2" £ EXIST. FG
IL LJ
-
'PROPOSED 6" DIA. DRAIN
PIPE, DRAINS TO RETENTION
AREA(INV PER PLAN}
SECTION B-B
N.T.S.
ABMP = 440 SF
SEE RISER DETAIL FOR
DIMENSIONS OF OUTLETS.
150..JOFS
49.70 TOP OF
RISER 12" ,
~
-+-+-SLOT Ii
.J" MULCH
48L.7i_V_B_OT~TOM l"' ,:
36''x.J6" ORA/NACE BOX ;
BASIN DETAIL
N.T.S.
2'x2' DECORATIVE
ROCK RIPRAP
3" MULCH
60
56
52
48
44
.• . . .
21. 75'
20' l I ±6'
56._ OTW
i-----++----+-----+-----i--:3:-::6""x-::3-::c6,,-, ::cDR±IN-:A:-::G-::-E-::B:-::O'°X-rt-1:1---t-t--_ 7 "ROPOSEO
4" WITH RATE BLrCK WALL
~~~==;=tt--':la-.:>-:o::;,'14:;;i-1 _,,-_E_x-1s-T-1N-Gib-R-ou_N_•--j---~rl1~~0:;;r-::1r-+tt!=t17 EXIST. FG
IL-~ _I_ --
l BUILDING
1 WALL
-'
•,
I
18" AMEND~D SOIL
0 4
24.83'
19.00'
8 12
SECTION E-E
SCALE: HORZ: 1''=4'
VERT: 1''=4'
5.83'
16
i
FlROPOSED
SUBDRAIN
=i==:i-H--1
i
I
20 24
PRELIMINARY
p /L
6 01
I I !
I i
!
5
' _! ' i
I !EXIST. BLOCK i I ...j !WALL
6 ' '
I ~ !
l ! <:,
' ,1on, ,-,_\)~
5
I~ 7 / _J-EXIST FG /y I ;--!
2 ,J i . I¼ .,..,,. '.. _.--E ! __, \ ! . , I I
l ! i
.. BACklFILL WITH
4
PEA PRAVEL 8 !
:,;;; I
-~ I ,l PRO,OSED SUBDRAIN 1. ..
4 4
12"
PILES
DIA. SOLDIER
@ 6' o.c.
0 4
BACK
CONC
FILI ~TH
REljc
.I
3 I 8 I I
I ' 36
20
I ! r· , ' i'-"'' I
[~_.::
L< t-.... r ,·.· .-: . ,. ----,, ,• . . >~ ... -:: l:-··-.,. --,.:-
i,. ··.:
t{ '.D
... -~-~:: lt ., :-.. -:·-
/<::
L~~ I
l"': f:,'-
r"-·-
SCALE: HORZ: 1" =4'
I VERT: 1"=4'
24 28 32
GRADING PLAN
6'
8"x8' "H" BEAM
GROUT
12" DIA. SOLDIER
PILE @ 6' 0.C.
8"x8' "H" BEAM
6" WOOD LAGGING
12" DIA. SOLDIER
PILE @ 6' 0.C.
60
56
i I
1 52 .I
48
44
i
I
TENTATIVE MAP NO.
CT 2018-005/CDP 2018-0021
PUD 2018-0002
I I
l ;
I
2f.82'
I
22' i
' 2.3e' '
r,1'-BUILDING I WALL (PER
SEP ARA TE PERMIT)
5,EE SHORING DETAIL :
tHIS SHEET I r-,..:
,.....,...1 ~Ex1s1'· BLOCK
' WALi
H
I 36"x36" RAINAGE K ~ L,\Y' £~XIST. FG
6" I ! i I /BOX WITH GRATE I I QI I ', -t
~~ _ _c_ EXISTINf GROUND /i ~ I __. ---:--\ . , I t ~ l
i I i r3" MU~_1,CH : ~, 'i--,,;c"~"i
~:. / 48!28FG I j I~--+'~ j ,.. 1'
"/// "//)'/ "/ /1 I 1////// ;:, / / / ///!/ / / I
0
18 AMEN~ED SOIL
!
!
4
i
8
\
I
12 16
SECTION F-F
SCALE: HORZ: 1''=4'
VERT: 1'"=4'
20 24
8.83'
6.17'
PROPOtEO
SUBDR~IN
28
PROPOSED PARKING TEMPORARY SHORING DETAIL BUILDING LINE PER __ "'
SEPARATE PERMIT
, ,-~-BUILDING LINE PER
SEPARATE PERMIT
PROPOSED WROUGHT
IRON FENCE --H
-LEXISTING GROUND
----
1% MAX -, . ' '. '
LJ EXISTING BLOCK WALL
LJ--(PROTECT IN PLACE)
R
0 H ,,,,v
~c: H 04.c,
~N u, ~ -£ EXIST. FG
::.-----~ IL PROPOSED 6" DIA. DRAIN
"'{-PIPE (INV PER PLAN)
~ PROPOSED SUBDRAIN
R/W
I .---
5'
--
5'
c ----c--1
30'
20'
I.LI ::, z ~ <(
~I 0
20·
z 2'
i5 ~
30'
5'
PROPOSED
PARKWAY
5'
PROPOSED
SIDEWALK
R/W
10'
PROPOSED IRREVOCABLE OFFER OF
DEDICATION FOR PUBLIC PEDESTRIAN
ACCESS EASEMENT (EASEMENT
RIGHTS TO BE PER DOC
2002-0445744) PROPOSED
BUILDING LINE --of'
'+--STEM WALL
l-~~~~+-c~2%~,:::~=l-----~2==%M:=1N::· ____ l 2%MIN. -. ' . . . ' · .. L.;. ;,,· ~:md::l?· '7 .·
EXIST. GROUND
---
2o/oMIN -:~ ·.
PROPOSED
..--WROUGHT
IRON FENCE PROPOSED RET. WALL
I+--+ WITH BLOCK WALL X ::l (6' MAX HEIGHT)
I "'
"'"'' s'o·
~G L EXIST. FG
-
PROPOSED 6" DIA. DRAIN
PIPE (INV PER PLAN) 18" AMENDED SOIL
INCREASE SIZE TO 4" TO
REDUCE VELOCITY OF FLOW
... , ~--• .. -> ;,:.·-
EXISTING ---_;-L'c~ ---
SIDEWALK
,,~~i-_.,.., ~-..1 s,, ?~0Y;»;;,'»';: , ·
47.70 GFF PROPOSED SUBDRAIN
PROPOSED RETAINING WALL
2'' FORCE MAIN
FORCE MAIN OUTLET DETAIL
NTS
PROJECT DATA:
1. TOTAL AMOUNT OF SITE TO BE GRADED
2. PERCENT OF TOTAL SITE TO BE GRADED
3. AMOUNT OF SITE WITH 25% SLOPES OR GREATER
16,798 SF /0.39 ACRES
100%
NONE
4. PERCENT OF TOTAL SITE WITH 25% SLOPES OF GREATER N/A
5. AMOUNT OF SITE WITHIN HILLSLOPE REVIEW
6. PERCENT OF TOTAL SITE WITHIN HILLSLOPE REVIEW
7. AMOUNT OF CUT
8. AMOUNT OF FILL
9. OVEREXCAVATION
10. AMOUNT OF EXPORT MATERIAL
11. MAXIMUM HEIGHT OF FILL SLOPE
12. MAXIMUM HEIGHT OF CUT SLOPE
13. RETAINING WALLS: TOTAL LENGTH
MAXIMUM HEIGHT
14. EXISTING/PROPOSED LAND USE
15. ESTIMATED NO. OF PROJECT ADT
16. DENSITY : MAXIMUM ALLOWED
PROPOSED
17. ZONING
18. GENERAL PLAN
19. TOTAL SITE AREA
20. SETBACKS: FRONT
SIDE
REAR
21. TOTAL BUILDING COVERAGE
22. TOTAL BUILDING SQUARE FOOTAGE
23. PERCENT OF SITE TO BE LANDSCAPED
24. NO. OF PARKING SPACES PROVIDED
25. NO. OF PARKING SPACES REQUIRED
26. AVERAGE DEMAND (POTABLE WATER)
27. AVERAGE SEWER GENERATION
28. FIRE FLOW DEMAND
29. NUMBER OF LOTS PROPOSED
30. PROPOSED DRAINAGE DISCHARGE (100 YEARS)
31. MASTER DRAINAGE BASIN
NONE
N/A
1220 CY
CY
150 CY
1220 CY
0.0'
5.0'
210.0'
2.00'
TOWNHOME CONDOMINIUMS
8 x 8 = 64 ADT
15-23 UNITS/ACRE
20.51 UNITS/ACRE
(8 UNITS)
R-3 MULTI-FAMILY RESIDENllAL
R-23 MULTI-FAMILY RESIDENTIAL
16,798 SF /0.39 ACRES
10 FT.
8 FT.
16 FT.
57 %
23,520 SF
4626 SF
19
19
250 GPO/UNIT x 8
= 2000 GPO
8 EDU x 220 GPO/EDU
= 1760 GPD=0.00176 MGD
2000 gpm FOR 2 HOURS
I
0.81 cfs
B
PROPOSED 6"
PCC CONC.
PROPOSED RETAINING WALL
SECTION C-C
N.T.S.
FL R/W BVC GB EVC EVC GB BVC EVC
EXISTING CURB &
GUTTER
SECTION A-A
TYPICAL SECTION OAK A VENUE
N.T.S.
PROPOSED CURB
& GUTTER
4" AB (MIN.)
; ... · .· .. ~~
PROPOSED 6"
PCC CONG.
SECTION D-D
N.T.S.
P/L
I I I I 1 ··---1 --1--1 -·---1 --~---i,-·-··--··---··--·--,!----T----~i--·------. ---I-F-IR_S_T_F-LO_O_R-LE..,.VE_L_=_5_5_.5_0_1-----,----------,-----l-----.,-----,--,,-------,,---·--· --··-··· :---~
OAK: I I ; .. .;._: --+,--t1-·+-·-!t------+I +-t----'-;----'-----j-----t-:-----,'----+-----,-, ---·,-----',----i-----j-----,:,_----1--,---,---r-·i----,:----,'-----i··>-: ----
: _____ -,--I • A VENUE __ I __ I ----l·····---;1_ ...... 1 _.,..I __ I -~ I_I __ ··-··1--1----+---! ---'-'----+----;.:---+------'-' ----,-----+-----+---i __ -+---i ---,----;-' ---t----,---f--j---,-: ______ ;·_ -~.,--: -----1
I I I I I I I I ! i : ' ' i i i : i I : : i
! l , , I I 1 1 I 1 ! ! : 1 ' l 54 ::-----,·----;:---1--+1---1-1-..,..l -,.I -.,...1 --t--1-,_1-,--;1--1-1---·,-, ----1---.....,.I--~--~---,-+_ ----+:----,-:------,: ---+-: ---+-,, ---e-----+--+-1--·--: ---:-----.-;-----,
:;----+----:;---·---t--!-f1--1-·-+----1-----~-+--:. -+l __ --+l+---~---'~----t-----l:---~: -------.,.-----:,----;--! ___ _,..i __ --;!;----:---+----~--t--,f------+-----;-+. ----H··-···-··--···-···--·
52 ,_I ---t--'----s: ______ I ___ I -j_ I lf--_l __ -'--1 ___ I___ I\== ___ ' __ ···-'-----+----+i ____ ;-i ----;'------···--·----! ___ """':____ i .. 1---+-' ---·---·----+-;---f----i ---·----~---"'·----,-··--·----J i I I I I .•.. ········· I __ I ____ I I I 1· --i BUILDING LINE . : i I ! ! : i I : ' i i
r·-·-----,..-----1 --------1----·+-1' __,.. I I I t I I ----~1+:---------------------+-----::---,---~.: _____ __,_,_---1----+: ---;_---------+----, -··uf11 1,: ;
i ' I I . _ 1 o· vc I 1 o· vc I 1 o· vc I 1 ' I .: I PARKING liARAGE I : : , : , rn~ ' ' 5o _,:-----o-+Vl-----:,------,,---+,--• .--<,;>'\---;P""l=~4'"'7:-4701-t----1,-a::Pl-=-;-4,;-7.726,c-;-,-;P""l=-4;;-;6'"'.5=-;0,---i-,t-1----,-----------i------,-----l:,----·--···--... . -~---··--"-----~-----~-------.------1------,--t--t---:-------,-i, ----,~------,
01..J.... a 0(.1} CO r f i 1 i j : g ~ /[EXISTl!'G SURFAC'g ~ :;; ~ ~ :cc 6 (/] ~ §2 I u , , ~ , , 1 , , 1 1 1~. ,-----'.! ,----•-m~ l,J...._'"'""N"" 0---'---~q. .l..J....-.,._ crr+--;-·1----<frl-----..; 'w~I------, +-----,-, -----:------+------., -------'--------------,-------,,----------------------_.;...-----+------i--+-+--+--------;,------j 1 -------1
i o -.:::I'" ~ ~ 6 ~ %6 ~ ~+ ~ ~ 8 [2 oo1 cn r I ~ I ! l ; i ! l ) ; [ i
l 2%, o -.:::I'" 2 " ) r---I.{) r.o LL ro o en : i ' :. i t
--I ~ ~ ~0 -.:::I'" r,... -.::I-I"") ci .----~ 0 L,_ (.n W I 1 ; I . l ; 48 :-, ---,-----+!----~-=-----2PI --~-l~~+--6 ~ 1% i~-~~ + ~ ~ g-+-[21------:-----+----+-----+;-----i!· -----'-----~-';-g,----,-!-----:-; -----ti-----;;------;.------t-----.,-i-j-j---,------:------;·r-, ----7
56
54
52
50
48
____ J'---------~l _ _J't---l-~--=:::==t=tt===!;:;;;;o1~"'-~"'i-~~ ~ : I l l/) ~ j f L-I I ' I I ' ::---.... '<j'" -1-s-l!,'-----.,..-----'-' ----+----+!----~------:-----Li... ( ) i
: : ' I i ;ROPO~ED c/; SURF~:C~E-= j{l_:R:~7f16:0:%~/i..._____:::::Toi1====t'.:~;:;~~===f =~1%~,M~IN~J[:===~; :::::,:~~~~~11~~~~1; ::::j:====Ji::1%:aM~IN~~=' ====t~~;:;f :::::::f:~~L-t-----1----i:11~ ----i 46
46 :-----·-1--1
---~~-------"'."'~:::::::_1:! ___ -_ c+--+ ::---+--: i,~! --T+il-EN_C_H·+-:ID-RA-IN--~+l--11 -"-----+:-----'-----+----':,-------+·-·----~:-----·-----+:----~•----,-;----i---------r------,i,------·-··-----,,:----,:-· -----,
44
44 '-------=o..1+--:::oo=------'-------L_ _ ___1... _ _, __ _L_ _ _j_ __ _.__-'---'----...L ____ .u. ____ '-------'----:-1+:':o::-;o.,..----'------'------'------'------'-----~----'-----~----~----::2;-;+';:o;;;o--------~----~----~----,2:,-;'+so
ENGINEER D1'1S
CONSULTANTS, INC.
CIVIL ENGINEERS
12371 Le•is S i(lO r GMIIE Cle 92840 P. 714--740-&l-lQ F, 714---740-8642
05/26/18
EXP. 9/30/19
ARCHITECT: 033
DESIGN AND PLANNING
31866 CAMINO CAPISTRANO
SAN JUAN CAPISTRANO, CA 92675
Tel : (949) 230-4537
OWNER:
PRIVATE DRIVEWAY
SCALE: HORZ: 1"=10'
VERT: I"= 2'
PLANS PREPARED FOR:
TMS OAK INVESTMENTS 8, LLC TMS OAK INVESTMENTS 8, LLC
29250 PASEO SEDANO
SAN JUAN CAPISTRANO, CA 92675
PH: (951) 801-0888
29250 PASEO SEDANO
SAN JUAN CAPISTRANO, CA 92675
PH (951) 801-0888
CITY OF CARLSBAD
CONCEPTUAL GRADING PLAN
VILLAGE WALK TOWNHOMES
TENTATIVE MAP
341-347 OAK AVENUE, CARLSBAD, CA 92008
DATE: 05/29/18 SHEET 2 OF 2
-----------------------------------------------
•
PLANT LEGEND (SUCH AS LIST)
HOA AREAS TREES
TREES (100% -15 GALLON MIN.ISTREET TREES 100¾ -24" BOX MIN.) 1 TREE/1,200 SF
BOTANICAL NAME COMMON NAME
LOPHOSTEMON CONFERTUS
• LAURUS NOBILIS 'SARATOGA' ,i1 01
QTY
5
11
~f· r,. •~c,-..•--s,"";ef'l' LAGERSTROEMIA INDICA
BRISBANE BOX
SWEETBAY
CRAPE MYRTLE 2 (24" BOX MIN.)
~z¥! ~"' HOA AREAS
SHRUBS
BOTANICAL NAME
(:8 AGAVE SP.
BOUGAINVILLEA 'LA JOLLA'
LANTANA SP.
ALOE SP.
CISTUS 'SUNSET'
DIETES BICOLOR
MUHLENBERGIA CAPILLARIS 'REGAL MIST'
SAL VIA 'SANTA BARBARA'
SESLERIA SP.
ACACIA SP.
CALLISTEMON 'LITTLE JOHN'
CISTUS SAL VIIFOLIUS
MUHLENBERGIA RIGENS
PITTOSPORUM TOBIRA 'V ARIEGATA'
PRUNUS CAROLINIANA 'COMPACTA'
HETEROMELES ARBUTIFOLIA
LAVATERA SP.
GROUNDCOVER
BOTANICAL NAME
ACACIA REDOLENS 'DESERT CARPET'
BACCHARIS PILULARIS 'PIGEON POINT'
COMMON NAME
AGAVE
BOUGAINVILLEA
LANTANA
ALOE
ROCKROSE
FORTNIGHT LILY
DEER GRASS
SAGE
MOOR GRASS
ACACIA
BOTTLEBRUSH
ROCKROSE
DEER GRASS
TOBIRA
CAROLINA CHERRY
TOYON
TREE MALLOW
COMMON NAME
ACACIA
COYOTE BUSH
SPACING
24" O.C.
48"OC.
36" OC.
24" O.C.
30" 0 C.
30" 0 C.
36" O.C.
30" O.C.
24"O.C.
8'O.C.
36" O.C.
36" O.C.
48" 0 C.
48" O.C.
48" O.C.
6'O.C.
5'0.C.
SPACING
6'O.C.
5'OC.
COTONEASTER CONGESTUS COTONEASTER 5' O.C.
FESTUCA GLAUCA BLUE FESCUE 12" O.C.
LANTANA SP. LANTANA 48" O.C.
MYOPORUM PARVIFOLIUM MYOPORUM 30" 0 C.
ROSMARINUS OFF. PROSTRATUS TRAILING ROSEMARY 30" 0 C.
SENECIO SP. SENECIO 12" O.C.
NOTE: SOME OF THE GROUND COVERS ABOVE WILL BE USED SOLELY IN SIGHT DISTANCE CORRIDORS,
PARKWAYS AND ADJACENT TO WALKS
VINES (100% 1 GALLON)
BOTANICAL NAME
.._. FICUS PUMILA
RETENTION BASIN (50% 1 GALLON, 50% FLATS)
BOTANICAL NAME
COMMON NAME SPACING
CREEPING FIG lO'OC.
COMMONNAME SPACING
~, ,-, ,-, ,-, ,-, ,~,, CAREX PREAEGRICILLIS SEDGE 18" O.C.
18" o.c.
12" o.c.
·~···· ',',' ''' JUNCUS MEXICANA
FESTUCA RUBRA
MEXCANRUSH
CREEPING RED FESCUE
I~ IGZ-,
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PA VERS TO DEFINE THE ENTRY
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ROW OF WAY l--__,,,-
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EROSION CONTROL NOTES:
SLOPES 6: 1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED
HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING
PLANTING STANDARDS:
A STANDARD #1 -COVER CROP/REINFORCED STRAW MATTING:
COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK
GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR WILD
FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR
TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND
MANNER SUFFICIENT TO PROVIDE 90% COVERAGE Vv1THIN THIRTY (30)
DAYS.
TYPE OF REINFORCED STRAW MATTING SHALL BE AS APPROVED BY THE
CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE
MANUFACTURER.
REINFORCED STRAW MATTING SHALL BE REQUIRED WHEN PLANTING
OCCURS BETWEEN AUGUST 15 AND APRIL 15. THE COVER CROP AND/OR
REINFORCED STRAW MAT SHALL BE USED THE REMAINDER OF THE YEAR.
B. STANDARD #2 -GROUND COVER
ONE HlJNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED WITH A
GROIDm COVER KNOWN TO HA VE EXCELLENT SOIL BINDING
CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED
MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE
YEAR).
C. STANDARD #3 -LOW SHRUBS
LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF
!-GALLON) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF
THE SLOPE FACE (AT MATURE SIZE).
D. STANDARD #4 -TREES AND/OR LARGE SHRUBS
TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF
1 GALLON CONTAINERS) AT A MINIMUM RATE OF ONE (I) PER TWO
HUNDRED (200) SQUARE FEET.
TRASH ENCLOSURE, 5' illGH
WALLS WITH STEEL GATES
SLOPES -6: 1 OR STEEPER AND:
A 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS
OR STREETS REQUIRE AT MINIMUM STANDARD #1 (COVER CROP OR
EROSION CONTROL MATTING.).
B. 3' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1 (EROSION CONTROL
MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP),, #2 AND #3.
C. IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #1 1
(EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER
CROP), #2, #3, AND #4.
AREAS GRADED FLATTER THAN 6:1 REQUIRE STANDARD #1 (COVER CROP) Vv1TH
TEMPORARY IRRIGATION WHEN THEY HAVE ONE OR MORE OF THE
FOLLOWING CONDITIONS:
A SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6
MONTHS OF COMPLETION OF ROUGH GRADING.
B A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY.
C. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR
HA VE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT.
•
TENTATIVE MAP NO.
CT 2018-0005
MINIMUM PLANTING REQUIREMENTS
1. ALL TREES (EXCEPT ON SLOPES 3: 1 OR STEEPER) SHALL BE A MINIMUM
OF 15 GALLON SIZE.
2. 50% OF THE SHRUBS (EXCEPT ON SLOPES 3: 1 OR STEEPER) SHALL BE A
MINIMUM OF FIVE (5) GALLON SIZE.
3. WOODY SHRUBS SHALL BE PLANTED OVER HERBACEOUS GROUND
COVER AREAS TO COVER 60% OF THE GROUND COVER AREA (AT
MATURE SIZE).
4. SPACING OF PLANTS SHALL ALLOW FOR THEIR SIZE AT MATURITY.
"I AMF AMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION
PLANS CONTAINED IN THE CITY OF CARLSBAD'S LANDSCAPE MANUAL AND
WATER EFFICIENT LANDSCAPE REGULATIONS. I HA VE PREPARED THIS PLAN IN
COMPLIANCE WITH THOSE REGULATIONS AND THE LANDSCAPE MANUAL AND
AGREE TO COMPLY WITH ALL REQUIREMENTS WHEN SUBMITTING
CONSTRUCTIO DOCUMENTS. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE
REGULATIO TO~•u IDE EFFICIENT USE OF WATER."
2-19-18
DATE
~~ 5' illGH STUCCO WALL WITH
TUBULAR STEEL SAFETY RAIL
RETENTION BASIN FOR STORM WATER
BMP DESIGN: SECTION A
~-PARALLEL PARKING PROPERTY LINE
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5C:C)
---~--,~--------~~-5'·~----~-~.J :.=,
C)
NOTE:
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48. 7:J GFF
48 021 p /,..D
I 77,-A' ,-\ ', ·, ,~, --1 7,-1_ / '._,, ,_, '-' ,_, I
:.r:,· o-,: -N C"'.' CT :::,c:-.1,:\l!i-_!1-'.,,1,:,1,, I
1. ALL LANDSCAPE AREAS SHALL HA VE POSITIVE FLOW (2% l'v1IN.)
AWAY FROM ALL STRUCTURES AND TERMINATE IN AN APPROVED
DRAINAGE SYSTEM.
2. STREET TREES TO BE LIMBED UP TO 6 FEET ABOVE CURB
ELEVATION TO A VOID BLOCKING VISIBILITY AT DRIVEWAY
3. ALL UTILITIES TO BE SCREENED
4. ADJUST STORM DRAIN LINE(S) AND TREE PLANTING LOCATIONS IN
ORDER TO ALLOW SEPARATION AND AVOID CONFLICT(S)
a
en en
4. . , ·, ,-·:-L .. c.::,t_, •J' i
45 83 F' ,\ r'· /,L_.'
~-EXISTING WALL REMAIN,
PROTECT IN PLACE
GRAPHIC SCALE
10'
i
SCALE: 1" = 10'-0"
30'
.n !t~-.: ·o i\::JU ; ~ _,·,._
I
ADA PARKING STALL ___j
\
5' IDGH STUCCO WALL WITH
TUBULAR STEEL SAFETY RAIL
CONCRETE WALL WITH TOP
CAST FINISH, NATURAL GREY
CITY OF CARLSBAD
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landscape a~ahi1ean,re
land planning
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31726 Rancho Viejo Road I Suite 201
San Juan Capistrano, CA 92675
TEL 949 276 6500 IFAX 949 276 6505
www.sjaina.ne/
D l\.YK s ARCHITECT: D33 OWNER: PLANS PREPARED FOR: CONCEPTUAL LANDSCAPE PLAN
1 VJ_ DESIGN AND PLANNING TMS INVESTMENTS 8, LLC TMS INVESTMENTS 8, LLC VILLAGE WALK TOWNHOMES
ENGINEER
~ f?~~PLET¾~T~·E ~NRCS 31866 CAMINO CAPISTRANO 29250 PASEO SEDANO 29250 PASEO SEDANO TENTATIVE MAP
;ci _,_.._,.,. __ ..__,_, .. ,......,, .... ,...... SAN JUAN CAPISTRANO, CA 92675 SAN JUAN CAPISTRANO, CA 92675 SAN JUAN CAPISTRANO, CA 92675 341-347 OAK AVENUE, CARLSBAD, CA 92008
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WATER USE CALCULATIONS
MAWA* = (Eto)(0.62)[(0.45 x LA)+ ((0.55) x SLA)]
ETWU* = [(Eto) x (0.62)][(PfxHA)/(El)+SLA)]
* GALLONS PER YEAR
Eta 40
CONV. 0.62
ET ADJ. 0.55
LA LANDSCAPE AREA 4,626
SLA SPEC. LANDSCAPE o
SPEC. LANDSCAPE ADJ, 0.55
OAK AVENUE
MAWA*= 63,099
ETWU*= 51,401
24.8
2,544 LA
0 SLA ----
2,544 TOTAL LA+ SLA
x29.14=
63,099 MAWA
TENTATIVE MAP NO.
CT 2018-0005
WATER USE AREAS
ffl§jj POTABLE WATER-HOA MAINTAJNED (FUTURE
RECYCLED WATER)
CITY OF CARLSBAD ESTIMATED TOTAL WATER USE (ETWU) FOR POC x POTABLE
NOTE 1 PRIVATEHOMEOWNERMAINTAJNEDAREAS
ARE NOT INCLUDED AS PART OF THE WATER
CONSERVATION PLAN.
ALL PLANTING AREAS SHALL BE IRRIGATED
ACCORDING TO HYDROZONES, PLANT TYPE AND
EVIRONMENTAL EXPOSURE AND WILL RECIEVE 100%
COVERAGE BY MEANS OF A STATE-OF-THE-ART,
AUTOMATICALLY CONTROLLED, ELECTRICALLY OR
SATELLITE OPERATED, UNDERGROUND PIPED
SPRINKLER SYSTEM. ANY AREA ADJACENT TO
HARDSCAPE SHALL BE IRRIGATED WITH A 24" STRIP
OF SUB SURF ACE DRIP TUBING TO MINIMIZE WATER
RUNOFF.
ETO
CONVERSION
STEP lX STEP 2
PLANT FACTOR (PF)
AREA OF HYDROZONE
(HA)
STEP 4 X STEP 5
IRRIGATION
EFFECIENCY (IE)
STEP 6 DIV STEP 7
TOTAL ALL STEP 8+
SLA SF IN STEP 5
STEP 3 X STEP 9 =
ETWU
--•-"'·'"""! : .+, , vscc
STEP HYDROZONE
1
2
3
4
5
6
7
8
9
10
1 2 3 4 5 6 7
40
0.62
24.80
0.8 0.3 0.3 0.3 0,3 0.3 0.3
440 4,186 -
352 1255.8 0 0 0 0 0
0.7 0.8 0.8 0,7 0,8 0,8 0,8
503 1570 0 0 0 0 0
NOTE: HYDROZONE 1-RETENTION BASIN WITH ROTATORS
HYDROZONE 2 -COMMON LANDSCAPE WITH DRIP
: : !
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P?li '·. I, ;· :: i·
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~---PROPOSED 3/4" POTABLE
IRRIGATION :METER
8
0
0
0
ENGINEER DfflS
9
f ONSULTANT~. IN,8 IVIL ENQI EER ........... -....... -•. 714--•.714-
L--------------------------------------.1....--
10
0 0.3
0 0
0 0.8
0
11 12 13 14 SLA
0.3 0.3 0.3
0 0 0 -
0,7 0,7 0.8
0 0 0
2,072.61
51,400.66
NOTE 2: ALL HOA MAINTAJNED AREAS SHALL BE
DESIGNED FUTURE RECYCLED WATER
WATER CONSERVATION FEATURES
PLANTING DESIGN SHALL USE LOW TO MEDIUM
WATER USE PLANTS THEREBY MIMIMIZING WATER
USE ON THE SITE. PLANT MATERIAL WILL BE
SELECTED TO PROVIDE A VISUAL INTERSEST
THROUGH TEXTURES AND COLORS. EVIRONMENTAL
CONDITIONS SHALL BE CONSIDERED AS WELL, SUCH
AS SOLAR ORIENTATION, SOIL TYPES, SLOPE AND
PLANNED USES. TURF GRASS WILL BE USED IN HIGH
ACTIVITY AREAS ONLY
SOILS TEST WILL BE COMPLETED AFTER GRADING
AND PRIOR TO PLANTING TO DETERMINE PROPER
SOIL AMENDMENTS REQUIRED.
ORGANIC BARK MULCH SHALL BE USED ON
PLANTING AREAS 3: 1 OR LESS TO KEEP PLANT ROOTS
COOL, MINIMIZE EROSION AND REDUCE WEED
GROWTH.
IRRIGATION SYSTEMS FOR ALL PROJECTS, EXCEPT
FOR SER VICE TO A SINGLE-FAMILY RESIDENCE OR
FRONT YARD IRRIGATION ON INDIVIDUALLY
METERED CONDOS , SHALL BE DESIGNED TO USE
NON-POTABLE TREATED RECYCLED WATER, UNLESS
AN EXCEPTION IS APPROVED BY THE CITY UTILITIES
DEPARTMENT
WATER SUPPLIED BY C.M.W.D
TURF AREA -0 SF
LANDSCAPE AREA -4,626 SF
SPECIAL LANDSCAPE AREA -0 SF
~---RETENTION BASIN
./4
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ARCHITECT: D33
DESIGN AND PLANNING
31866 CAMINO CAPISTRANO
SAN JUAN CAPISTRANO, CA 92675
Tel : (949) 230-4537
OWNER:
TMS INVESTMENTS 8, LLC
29250 PASEO SEDANO
SAN JUAN CAPISTRANO, CA 92675
PH: (951) 801-0888
GRAPHIC SCALE
20'
I __
SCALE: 1" = 20'-0"
PLANS PREPARED FOR:
60'
'
TMS INVESTMENTS 8, LLC
29250 PASEO SEDANO
SAN JUAN CAPISTRANO, CA 92675
PH: (951) 801-0888
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TOP JF \f't,
CITY OF CARLSBAD
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land pl<1nning
31726 Rancho Viejo Road I Suite 201
San Juan Capistrano, CA 92675
TEL 949 276 6500!FAX 949 276 6;i05
www sja,na net
CONCEPTUAL WATER USE PLAN
VILLAGE WALK TOWNHOMES
TENTATIVE MAP
341-347 OAK AVENUE, CARLSBAD, CA 92008
DATE: 02/19/18 SHEET 2 OF 3
-----------------~---------------··-----
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PA VERS SHALL BE
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ENGINEER DfflS
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CONSULTANTS, INC.
CIVIL ENGINEERS WJl lall St. IIIJJ flral Iha~ 8!MD P. 714-7411-11MO F. 714-NIJ-.IIMt
RCE34000 EXP. 9 •
ARCHITECT: D33
DESIGN AND PLANNING
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31866 CAMINO CAPISTRANO
SAN JUAN CAPISTRANO, CA 92675
Tel : (949) 230-4537
... ---------------
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OWNER:
TMS INVESTMENTS 8, LLC
29250 PASEO SEDANO
SAN JUAN CAPISTRANO, CA 92675
PH: (951) 801-0888
TENTATIVE MAP NO.
CT 2018-0005
MAINTENANCE RESPONSIBILITY LEGEND
~ H.O.A. MAINTAINED -PARKWAYS AND COMMON
LANDSCAPE AREAS
t-::-·:·\·\-:·\-\:j BUILDINGS
GRAPHIC SCALE
10'
I
SCALE: 1" ~ 1 0'-0"
PLANS PREPARED FOR:
30'
I
TMS INVESTMENTS 8,
29250 PASEO SEDANO
LLC
SAN JUAN CAPISTRANO, CA 92675
PH: (951) 801-0888
xx x x x x/')< xY x x x x' ;x xxxxxxxvxxxxx /'
DATE:
X 1:, y '
X
1.C~1
0
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4 n 'J
FC T,L.G
T'.JF· OF
REGULAR MAINTENANNCE OF
THE RETENTION BASIN BY THE
HOA
PROPERTY LINE
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landscape archil,;c/ur~
land planning
31726 Rancho Viejo Road I Suite 201
San Juan Capistrano, CA 92675
TEL 949 276 6500 IFAX 949 2H 6505
www.sjaino.ne/
CITY OF CARLSBAD
CONCEPTUAL MAINTENANCE PLAN
VILLAGE WALK TOWNHOMES
TENTATIVE MAP
341-347 OAK AVENUE, CARLSBAD, CA 92008
02/19/18 SHEET 3 OF 3