HomeMy WebLinkAboutCT 97-18; RANCHO CARRILLO VILLAGE Q-6; Tentative Map ExhibitI
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= ,L,l _, --'Iii -lii•,,,.,r,:,H < * !r, ~ ~
f'roJect Boundary
Lot. Lme or General Utility and Aocei;,; Eaument
Lot Number ·
FIn16h Pad Elevation
Lot 5lu
Exl6tlng 5ewer Sy6tem
f'ropo""" 5ewer 5yetem
Propo,ac,d Water !:>y,atern
Pede6trlan Ramp
Ex1i;t1ng Storm Drain Sy,;tem --
Propo""" Storm Drain Sy,.tem
5treu. Gr,adea (Downhill)
5topes ··· -· ·
Fire Hydrant
Drainage Drtch
Street Llg ht
Cro66 Gutter
Reta,n,ng Wall
Village Boundary
f'ropoud Contour
Exi6tme c;ontou r
No Wf Key Map
No mB' ....
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Carlsbad :
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!ii~il~ RICK ENGINEERING COMPANY dllltl ... ,-.ac~
~-~I = ,, .. 0-,,,, [811J) Z!Jl-07(17
0 25 100 200 Gn,ph,c Scale in Feet
----
75
c 432.5 J
! 12829 SF !
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2.0¼
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IIIIIIIIINIIIIIIIIIIUIIIHIIIIIIIIII __ ,.. __ _
NO. REVISION PREPARED BY
N□
~Site Mop
10'
4.5' 5.5' 20'
4" F'CC 5IDEWALK
l ,
DATE
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1!, I'
C.T. 97 -
5
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' ,----
' ' J. h>. 't H ~vvwww~v
60' R/W
40'
20',
PROP05ED
IMPROVEMENTS
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l. ~-
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--
I
10'
5 5' 4 5
TYPE "G" CURB
& G1UTTER
L ,
18
1. Street right-of-way width6 "" 6hown (e;e.o typical e;c,ctione;)
2. All ,;treet de,.19n to conform to c,ty atandarde aa mod1n"d l>y Rancho CartiHo
Maeter Plan, unl"e;" otherw,ee ehown horeon (Include;; ;;treet lli,ahw),
3. Ea,.emente will bo provided aa reituired l>y the City Engineer or Dl;;trict
4. All propoaed ut1ht1,:,; are to be underground.
5. Fin,,ah grad<>G 5hown h<>reon are approximate only and GubJect to change In final
engIneerm9 to the sat,sfact,on of the City Engineer
6. Cut and fill slope<'> as shown Maximum slope ,ratios shawn are cont,ng,,nt upon
future !>lope analyEi1!> l>y a eo,I eng,noer.
7. Slopes lee6 than 2' In holght are not 6hown.
8. Walls ,shown hereon are tho6e ,.,quired to grade or !Screen the proJ',ct-Retaining
walle lees than 3' ,n height for e;1de yard drainage and ma,n'Canance enhancem.,nt
and to acommodate 1>lnglo e,tory !>tructure may be added during construction on
a maximum of 50% of the lots and in accord,rnc" with the typical lot drainago
detail cotaln"d hereon.
9. Sewer, water and storm drain layout are 5U,bJect to change ,n final engineering
to tho Eiat1afact1on of tho City Eng1neor.
10. Many Iota eravity drain to ;,treet without tho use of a yard dra,n syetem per
G5"15, Wh"r" this Ie not poe!>1blo, yard drainage ehould exit through th" curb
face In conformance with City Pohcy (5DRS D"27J. Private drainage sy;;tems
requirc,d to drain rear yard,; and minor area" are no-c 6hown hereon but will be
Incorporated Into final doe.Ign ae. requlrc,d, See, deelgn guid~llne;,,
2 J nero.l .No•11111111111--..----··-
1, Propo,oed Subdivi,olon Groee acreage: 1.61 acree
2, Exi5ting aad Pi-opo9ed Zoning: P"C
3. General Plan De,oignation; RLM
4. Local Fac1ht1ea Management Plan: Zon,, 18
5, Minimum ;;tnele family lot size: 7,500 S.F.
6. Source of Topography: C.T, 93"04, DWG No. 350"7A
1. Ex1!>tlng Contour Interval: 2 feet
8. Preliminary Soil,;; Repart by; GEOCON lnoorporated
~-Estimated Raw Grading Quantities:
Cut: 1000 CY FIii: 5800 CY
1Cl. Average Daily Traffic: 60 ADT
11. Tota,! Numb"r of Lot!>: 6
,,T ,rpieoJ1cl <»· Drainage .... ~,c, ,,.,
Ml,lmum per City 5tan,dara G5"15.
Grade
Break
0 ,;;,
Import: 4800 CY
10% Lot Width Typ-
6ldew
Curb & Gut:t:e flow
~
. a
N
M1n 1% Swale
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A Portion of Section 19, Township 12 South, Range 3 We,ot, Sian Bornard,no
Meridian, In thi, City of Carlsbad, County of S"n Di,,00, Stat,, of CaLlfo,mla.
...AP.I'-umber ... •-'-w --
222-011-06
222"012"02
::zr0utr::rJ9:canhpue
Continental Ranch, Inc.
12636 High Bluff Drive, Suite 300
San Diego, CA 92130
(619) 793"2580
Owner
Engineer of Work.
Rick Engineering Company
5620 frlare Road
San Diego, CA 92110"2596
(619) ZfJ1-0707
../4½rcr c,#mr 4//.41
Norman C. Arndt, R.C.E. 21693 Date
' Publlc.Uti}itiH am¼ at::I . Iii
Gas and Electricity: San Diego Gas & Electric
folephon<': Paoifio Bell
fire f'rotectlon: City of Carlel>ad
Schools: San Maroos Unified School District
Water: Carlebad Mun101pal Water D15tr,ot
Sewer: Carlebad Mun101pa,I Water Di6tnot
Storm Drain: City of CarlE>l>a<=I
APPROVED ~s,!,t r:E APPRoveci reNrAr,Je MAP/SITE
ccuaf,~~CONDITION NO ~Lf:"' OFPLANNlHQ ~.-ION .Rl;SOLUTIO~ ..... +;..o'f.:./ L,__ __ • . ~, cJ··a. ~ .zz:i\\ir
R A N C H 0
7:ffrVi
SHEET 1 OF 2
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( 397.4)
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(§)
( 389.4 )
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( 385.3) ,--,1~
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( 381.1 ~ /
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NO. REVISION
®
( 361.8 )
®
( 363.9)
PREPARED BY DATE
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I
(354.6/ (341,0) '
@
( 353.9)
CARf~ J LLO
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( 352,5 )
VJLLAGE
145. 33'
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( 351.8 )
JJ Q JJ c':J'
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0 -~ -~",#----~:r-~ARR\L __ .,.,
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( 36L9) /
RANC1--JO I 1®7r--~:r--7'-I
137
349.4
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( 342.0)
®
( 345.2)
JYJJ-\P
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(348.4)
!9660 SF!
J ( 360.8) 1 ___.....Jr---
®
( 334.4 )
339.2
!8740 SF!
0
( 343.B)
!9030 SF!
0
( 348.0)
@)
( 351.2 )
NOTE■ IMPROVEMENTS WITHIN VILLAGE '0'
<CARRILLO WAY RANCHO MIEL & CAMINO ASPADA>, ARE PROPOSED PER
C, T, 93-08, DWG, NO. 348-5
IMPROVEMENTS WITHIN VILLAGE 'O' (VIA CONQUISTADOR, RANCHO CABALLO & RANCHO BRASADOl, ARE PROPOSED PER
C. T. 93-04, OWG. NO. 350-6 & 350-7
0
( 323.4 )
@Tf
OPEN SPAC~\
\\
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0
( 352.2 )
( 351.2 )
TENTATIVE MAP
C.T. 97-18
I ---
---
0 (j)
( 354.8 )
CD
( 356 .. 6)
( 353.3 )
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11•111•111111111111"'1111111111111111111"'"'""'" 275; CORNER SJ GHT DI STANCE LI NE
(250' MINIMUM FOR 25 MPH SPEE)-~,~~;:--:;;:-=-:-~----... APPROVED
-Al"fiFic.Er, TEiTATIIII NNO._ cw
UTION 0._$......,....~-
"/3/,-~~ He:= 11,E,.~
r.n.HWG""'l5M. £Wt
R A N C H 0
li!~il RICK ENGINEERING COMPANY
~--~· ,..,_, Rood. 12 ■■■■• .... To.go. GRAPHIC SCALE I': 40' ii'i_
40 20 0 40 80 120 -----
..... _ •• ..,. rn1;w.-o. 92110-2596 11-=-===-----.:......~-_______ _:1•_":.,_1"'_'·""'_' _________ ...::::=:::::::r::::=:::::::=:=:=:=:=~==========:::::::::::=;_ _______ -,.,,_, ___________ .....,. _______________ __,,.. ______________________________________________ _j z
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