HomeMy WebLinkAboutCT 02-15; BRESSI RANCH MASTER TENTATIVE MAP PA 1-5; Tentative Map ExhibitBRESSI RANCH MASTER TENTATIVE MAP
PLANNING AREAS 1 THROUGH 5
.Project Site
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BRESSI RANCH
MASTER TENTA nVE MAP
CT 00-06
PALOMAR
SUBDIVISION
BOUNDARY
_j
MfLROSE
DRIVE
POINSEmA
LANE
VICNITY MAP
~
II N • -
0
TRAFFIC SIGNAL NOTE
NO SCALE
0
j ' /
FUTIJ/?E mAmc SIGNALS ARE SHOWN ON THIS SHEET FOR
PLANNING PURPOSES ONLY. mAmc SIGNALS lt!LL BE
DfSIGNED CONCURRENT WITH NEIGHBORHOOD DEVELOPMENT.
INSTALLATION WILL OCCUR 141/EN DIRECTED BY THE CITY
ENGINEER.
l: \t"ngr \2268\ 7M-IND\??6i?TA1-i'ND0!.dwg .12,/03/2003 C'8.' 48: 28 AM .1-•s7
VJLLAeEB OF LA COSTA
THE eREENB er BFJ-,08
NOTE
RIGHT IN
RIGHT OUT
ONLY
ACCESS RIGHTS HA VE BEEN WAIVED ALONG fL CAMINO REAL,
PALOMAR AIRPORT ROAD, AND fL FUERTE S7REET. EXCEPT
AS SPECIF/CALLY SHOWN ON THIS TENTATIVE MAP. OTHER
POINTS OF ACCESS ( *) SHALL BE RES7RICTED TO LOCATIONS
SHOWN EXCEPT AS MODIFIED AND APPROVED BY THE CITY
ENGINEER AND Pl.ANNING DIRECTOR USING THE SUBSTANTIAL
CONFORMANCE PROCESS.
SI EET INDEX MAP
SCALE: 1 • = 400'
CD SHEET NUMBER
81 l2_j EXISTING TRAffiC SIGNAL
[§] PROPOSED/MOOIFIED TRAffiC SIGNAL
[>(_)<l EXISTING RR£ HYDRANT
.... PROPOSED RRE HYDRANT
l1TILIT1ES
WATER--------------CITY OF CARLSBAD
SEWER--------------C/TY OF CARLSBAD
STORM DRAIN---------CITY OF CARLSBAD
GAS AND ELECTRIC------SAN DIEGO GAS .t ELECTl?IC
TELEPHONE-----------SBC
CABLE T.V.-----------ADELPHIA CABLE
CT 02-15
LEGAL DESCRIPTION
GENEl?AL AMERICAN Uff INSURANCE: c/o CONNING ASSET MANAGEMENT
-
LOT 1 THRU 5 PER FINAL MAP No. 14600 RECORDED MAY 29, 200J.
ASSESSOR'S PARCEL NO.
2/J-OJ0-17
NPDES / SWPP NOTE:
ALL LOTS WITHIN THIS SUBDIVISION SHALL PROVIDE
STORM WATER RLTRATION (ONSITE) AS IDENTIFIED
IN PRELIMINARY SWPPP DA TEO: JANUARY 2003.
PRELMINARY SOILS REPORT BY:
LEIGHTON AND ASSOCIATES. INC. DATED JULY 29, 1997
BENCHMARK
DESCRIPTION: BRASS DISK IN CONCRETE IN A STANDARD SURVEY MEl.L ON
ON CENTERUNE OF EL CAMINO REAL
LOCATION: COUNTY OF SAN 0/EGO_jJ_ENCHMARK DESIGNATION NO. R1800 288+89EC
ELEVA 110N: 311.407 M.S.L. DATUM: N.G.V.D. 29 --"=='-=-----
LEGEND
TENTATIVE MAP BOUNDARY.
SUBDIVISION BOUNDARY.
LOT UNE .......................... .
------
EXISTING CONTOURS. . . . . . . . . . . . . . --~-J10---
PROPOSED CONTOURS ..................... ----950---
SLOPE.
SEllf'R MAIN/ MANHOLE .
STORM DRAIN & CLEANOUT OR INLtT.
WATER MAIN ....
RECLAIMED WATER MAIN .
Fl/?£ HYDRANT . . . . _ . .
DA 'rtlGHT LINE
BROW DITCH ..
EARTHEN SWALE. . . .
STl?EET LIGHT . . . . .
LOT NUMBER
ACCESS POINT.
GENERAL NOTES
1. FOR EXISTING ZONING SEE SHEET 2.
2. FOR PROPOSED ZONING SEE SHEET 2.
I" ;
RW
--l
-
3. PROPOSED PROJECT IS LOCATED IN LOCAL FACIUTTES MANAGEMENT PLAN ZONE 17.
4. TOTAL AREA lt!THIN THE BRESSI RANCH INDUS7RIAL SUBDIVISION BOUNDARY CT 02-15 IS 129.2 ACRES.
5. EASEMENTS ARE AS SHOWN UNLESS OTHERWISE NOTED (SEE SHEET 2).
6. CUT AND FILL SLOPES ARE 2: 1; INTERNAL SLOPES VARY FROM 2.5: 1 TO 2: 1
7. GRADING SHOWN HEREON IS PRELIMINARY AND IS SUBJfCT TO MINOR REVISIONS
MADE DURING THE ANAL DESIGN PROCESS. IN ACCORDANCE WITH APPROVAL
FROM THE CITY ENGINEER AND PLANNING DIRECTOR.
8. MANUFACTURED SLOPES LOCATED IN AREAS TRANSITIONING TO NATURAL
OPEN SPACE SHALL BE CONTOUR GRADED TO BLEND WITH NATURAL TERRAIN.
9. ALL LOT DIMENSIONS SHOWN ARE APPROX/MA TE. ALL LOTS TO MEET MINIMUM
DIMENSIONS OF UNDERLINE ZONING.
10. SCHOOL DISTRICT: CARLSBAD UN/RED SCHOOL DISTRICT.
11. GEOMETRIC EARTHWORK QUANTITIES: EXISTING GRADING
PER THE BRESSI RANCH MASS GRADING PLANS CT 00-06, DIM,. NO. 400-BA.
ON-SITE GRADING QUANTITIES:
FILL 15, 000 C. Y.
CUT 15,000 C. Y.
EXPORT /II.IPOR T . . O C. Y.
12. THE BEARINGS AND DISTANCES SHOWN r.fRE DETERMINED FROM A FIELD SURVEY.
13. TOTAL NO. OF INDUS7RIAL LOTS IS 40.
BASIS OF BEAR!~
THE BASIS OF BEARINGS FOR THIS TENTATIVE 1./AP IS THE CALIFORNIA COORDINATE SYSTEI.I,
NAO BJ, ZONE 6 AND WAS ESTABLISHED BETWEEN STA 110N NO. V-2002 PER R. D.S. 14023
AND STA 110N NO. SDGPS-41 ESTABLISHED BY THE COUNTY OF SAN DIEGO PER SAN DIEGO
COUNTY HORIZONTAL CONTROL BOOK, I.E., N8B'54'os·w
THE COMBINED SCALE FACTOR AT STA 110N V-2002 IS 0.999944419. GRID DISTANCE=GROUND
DISTANC£ X COI.IBINEO SCALE FACTOR. ALL MEASURED DISTANCES SHOWN HEREON ARE GROUND
DISTANCES. THE MAPPING ANGLE AT STATTON V-2002 IS -0"32'51.881"
QUOTED BEARINGS FROM REFERENCE MAPS/DEEDS MAY OR MAY NOT BE IN TERMS OF SAID SYSTEM.
APPLICATION NO.
TrNTA TIVE 111ACT MAP. CT 02-15
OWNER / SUBDMDER
NAME: GEN!:RAL AI./ERICAN LIFE INSURANCE CDMPANY, A MISSOURI
CORPORATION, AS DMIER
ADDRESS:
PHONE:
JJJ SOIJ11/ HOPE STREET /2950
LOS ANGElES. CA 90071
(2/J) 625-3700
BY: M£TROP()UTAN LIFE INSURANCE CO A NEW YORI< CORP.
J\· It BY:'-/,, ··-../ fv 1,, --,0 )"\
111l.E: ' ".11 • e , \'ls{
" >-0:,
SHEET
1 OF 6
i
L.,j
t.5 o:'
ln
r
R/W 1 '6' R/W
6J' 6J'
10' 44' g• g' 44'
5.5' 4.5
~-hJ.r--
, •. '~.7; L---:=::: =::: ~ ::1 t: == == ==:::::: -I '.':-j··
EX IMPROVEMENTS ..:z_y,-, :---------> --::. ' -~ 1 • P.C.C. SIDEWALK
PER D~. NO. J70-2 \x IMPROVEMENTS
PER D~. NO. Jl0-2
R/W
EXISTING PALOMAR AIRPORT ROAD
PER DWG NO. 400-BH
TYPICAL SECTION
NO SCALE
1J6'
6J' 7J'
10' 44' 9' 9' 54' 10'
R/W
5.5' 4.5
'--,7"\•:::~-.-;:::;:r ....,,._ -·-.: '-r--==========:j t: ______ v-/-.-r----'• / V 4• P. OVEMENTS ... ~ EX. IMPR ~ C.C. SIDEWALK
\EX IMPROVEMENTS PER DWG. ND. J70-2
PER D~. NO. J70-2
EXISTING PALOMAR AIRPORT ROAD
PER DWG NO. 400-BH
STA. 142+35.24 TO 143+29.40
TYPICAL SECTION
NO SCALE
R/W 1. 6' R/W
6J' 6J'
10' 44' 9' 9' 44' 10'
14' 5.5'
4• P.C.C. Sf 'EWALK-
--"":'".~,9 t_==== ~~
-· -=--:j •
R/W
L;, • ----. ~ . ,, ,· .. . ..
STRUCnJRAL SECTION
PER CITY OF CARLSBAD
STANDARD SPECIF/CATIONS
• ' ' 6 TYPE G CURB d< GUTTER
EXISTING EL CAMINO REAL
PER DWG. NO. 400-BG
TYPICAL SECTION
NO SCALE
104
52' 52'
10' 42' 42' 10
4.5'
R/W
4.5' 5.5' 5.5' 4.5'
FIRE H'rTJf/ANT AS SHOWN ON PLANS (TYP.)
DRY UTILITY TRENCH~:, .
LOCATIONS PER DRY '
UTILITY PLANS
4• P.C.C. SIDEWALK
6" TYPE "G" CURB -----<
d< GUTTER
STRUCTURAL SECTION
PER CITY OF CARLSBAD
STANOARD SPECIF/CATIONS
WA TER llfC'iClEI)
WATER
EXISTING EL FUERTE STREET
PER DWG. No. 400-8E
R/W
J5'
o·
TYPICAL SECTION
NO SCALE
70'
25'
J5'
2J' 12'
R/W
sma:r UGHT .AS SI/OWN ON PU.NS (TYP.)
FIRE H'rTJf/ANT • ~Arsom,,r
4.5' 5.5' 6.5' 5.5' "'-"'-t-+-r"'"-:1--S1REET LIGHT TRUCnJRAL SECTION AS SHOWN Of/
ER CITY OF CARLSBAD PLANS (TYP.) FIRE H'rDRANT
AS SHOl'/f,/ ON PLANS ( TYP.)
TANDARD SPECIF/CATIONS FIRE H'rDRANT AS SHOWN Of/ PLANS (TYP.)
2X . ._,
,,,', '
DRY UTILITY TRENCfl~-~~ • ..
LOCATIONS PER DRY
UTILITY PLANS
4" P. C. C. SIDEWALK
6" TYPE •r;• CUR8 -----<
&: GUTTER
STORM NEC'((1£f) S l',f"R WA R
DRAIN WATER
EXISTING AL/CANTE ROAD
PER DWG. No. 400-8B
STA. 113+15.13 TO 119+71.73
TYPICAL SECTTON
NO SCALE
T: \Fngr \/?68 \ TM--IND \?/°6RTA1--IND02.dwq 72/C,3//003 OR: 52: 58 AM PST
R/W 72' R/W
J6' J6'
10' 26' 26' 10'
4.5' 4.5'
F/11( H'rlJRANT
~ti:/,°'ffr,,°t TRUCnJRAL SECTION
A R Cl TY OF CARLSBAD
S ~NDARD SPECIF/CATIONS
2X 15. 1,...2!~J:,.-~
DRY UTILITY TRENCH~
LOCATIONS PER DRY
UTILITY PLANS
4 • P. C. C. SIDEWALK
NONCONTIGUOUS
6" TYPE "G" CUR8 ----i
d< GUTTER
WA7ER
EXISTING TOWN GARDEN ROAD
PER DWG. No. 400-8
STA. 1+88 TO 3+34.39
TYPICAL SECTION
NO SCALE
R/W 67.5' R/W
J6'
10' 26'
4.5' 5.5'
DRY UTILITY TRENCH .
LOCATIONS PER DRY
U TILi TY PLANS
•
FIRE HYDRANT
AS SHOWN ON PLANS (TYP.)
1.5
26' 5.5
TRUCTURAL SECTION
R CITY OF CARLSBAD
TANOARO SPECIF/CATIONS
4 • P. C. C. SIDEWALK
NONCONTIGUOUS
+t---+-6" TYP.
6" TYPE "G" CURB-----<
& GUTTER
0
STORM NfC'iClEI) S l',f"R WA R
DRAIN WATER
EXISTING TOWN GARDEN ROAD
PER DWG. No. 400-8
STA. 7+39.39 to 18+69.34
TYPICAL SECTION
R/W
10'
4.5'
J6'
5.5'
FIRE H'rTJf/ANT AS SHOl'/f,/ ON PLANS ( TYP.)
• 2X
4" P.C.C. SIDEWALK
6" TYPE "G" CURB-----<
& GUTTER
26'
STORM
DRAIN
NO SCAlE
72'
J6'
26'
TRUCnJRAL SECTION
ER CITY OF CARLSBAO
TANDARD SPECIF/CATIONS
WiTER
5.5'
EXISTING INNOVATION WAY
PER DWG No. 400-8B
R/W
J6'
TYPICAL SECTION
NO SCALE
72'
J6'
26' 26' 10
R/W
4.5'
R/W
4.5' 5.5' 5.5' 4.5'
FIRE H'rlJRANT AS SHO !11'1 Of/ PU.NS ( TYP.)
2X
DRY UTILITY TRENCH > ,{., 'j~'.tji
LOCATIONS PER DRY
UTILITY PLANS
4 • P. C. C. SIDEWALK
6" TYPE "G" CURB----'
&: GUTTER
STORM
DRAIN
TRUCnJRAL SECTION
ER CITY OF CARLSBAD
TANDARD SPECIF/CATIONS
;
bl
WATER
sma:r LIGHT AS SHOWN ON PU.NS (TYP.)
FIRE HYDRANT
~fAfjJOffr,,f
S1REET LIGHT AS SHOWN ON PLANS (TYP.)
FIRE H'rDRANT ~A~om,, °1'
STIIEET UGHT AS SHOIIH ON PLANS (TYP.)
· FIRE HYDRANT
AS SHOWN ON PLANS (TYP.)
EXISTING AND PROPOSED GA 1EWA Y ROAD
(EAST OF EL FUERTE) PER DWG. No. 400-8B
TYPICAL SECTION
NO SCALE
EARTHWORK
PLANNING CUT FILI. AREA
1 0 CY 0 CY
2 1000 CY 1000 CY
J 1J,OOO CY 1J,OOO CY
4 500 CY 500 CY
5 500 CY 500 CY
TOTAL 15,000 CY 15,000 CY
EXISTING CONTOURS FROM MASS GRADING PLANS
DWG. No. 400-88, DWG. NO. 400-BA
LOT COUNT /DENSITY
TOTAL GROSS PLANNING
AREA LOT NO.
1 1
2 2-9
J 10-2J
4 24-J2
5 JJ-40
R/W
J6'
10· 26' . ----------
4.5' 5.5'
AREA
(AC.)
2.0
2J.2
41.2
JB.6
24.2
72'
J6'
26'
CY/AC
0
86
6J1
26
41
R/W
10'
5.5' 4.5' f--"'=+-+-+
TRUCTURAL SECTION sma:r LIGHT ~&m0m,, f . tr--FIRE H'rlJRANT
' AS SHOIIH ON / PLANS (TYP.)
• 2: 1 MA!t>J~-j.ij2~~J
R CITY OF CARLSBAD
TANDARD SPECIFICATIONS .,,-FIRE HYDRANT ./ AS SHO'(IN Of/
PU.NS (rtP.)
DRY UTILITY TRENCH---! !
LOCATIONS PER DRY
UTILITY PLANS
4" P. C. C. SIDEWALK-
6" TYPE "G" CURB -----'
&: GUTTER G)
I
STORM
DRAIN ;
bl
WATER
PROPOSED • A·. ·a·. ·c~ "D" STREE Is
R/W
J6'
4.5'
TYPICAL SECTION
NO SCALE
72'
26'
R/W
J6'
26' 10'
5.5' 4.5' f--"=+ __ _. 110~,
TRUCnJRAL SECTION
Cl TY OF CARLSBAD
TANDARD SPECIF/CA TIONS
/-I!!~btlffl/h PLANS (TYP.) ··-FIRE HYDRANT I AS SHOWN Of/ ;; Pl ANS ( TYP.)
• 15.
DRY UTILITY TRENCH-·----! .
LOCATIONS PER DRY
UTILITY PLANS
4" P. C. C. SIDEWALK --
5• TYPE "G" CURB -----'
& GUTTER
STORM
DRAIN ;
bl
WATER
EXISTING GA 1EWAY ROAD
+t-+-6" TYP.
(WEST OF EL FUER1E) PER DWG. No. 400-8B
TYPICAL SECTION
NO SCALE
~ FIRE H'rlJRANT AS SHO'(IN ON PLANS (TYP.)
FIRST AMERICAN TITLE INSURANCE CO.
PRELIMINARY TITLE REPORT # 1126323-11
DATED MARCH 30, 2000
ITEM PURPOSE/ OWNER DOCUMENT DATE
FACILITY
@ PUBLIC ROAD COUNTY OF S BOOK 1068, PAGE 496 10/2/40
@ PUBLIC ROAD COUNTY OF S BOOK 1069, PAGE 456 10/2/40
@) TRANSMISSION GAS LINE SDGE F/P 1511772 7/27/60
(§ POWER/COMMUN/CATION CMIIO F/P 18JJ52 10/2J/61
@ ROAD/UTILITY xxxx MAP NO 176J xxxx
@ ROAD d< UTILITIES WIEGLANDS F/P 7J-240587 8/27/lJ
@) A'AATION COUNTY OF S F/P 84-132298
(:IP 87-472299
4/11/84
e'120/84
@ PUBLIC UTILITIES PAC BELL F /P 86-447581 10/6/86
@) TRAmc SIGNAL CITY OF F /P 86-5JOJ41 11/18/86 CARLSBAD
@ PUBLIC UTILITIES SDGE F /P 87-42J709 7/28/87
@ SLOPE EASEMENT CITY OF F /P 87-482006 8/25/87 CARLSBAD
@ ROADWAY CITY OF F /P 1992-0793169 12/10/92 CARLSBAD
@ TEMr-CITY OF F /P 1992-079J170 12/10/92 CONSTRUCTION CARLSBAD
@ s, v~•~ ,,wc.,'Tff5F/ CONTENANTAL F /P 1997-0096701 12/10/92 &: MAINTENANCE RANCH
@ EASEMENT NUMBER AS INDICATED ON SHEETS 3 11-IROUGH 6
AU SIGHT DISTANCE
CORRIDORS SHALL HA VE
A MAX. OF JO" TALL
VEGETATION, SLOPES,
OR OBSIRUCTIDNS 1/'
TYPICAL SIGHT DISTANCE
CORRIDOR
PROPOSED "A·, ·a~ ·c·, "D" STREE Is
SIGHT DISTANCE DETAIL
NO SCALE
ALL SIGHT DISTANCE
CORRIDORS SHALL HA VE TYPICAL SIGHT DISTANCE
A MAX OF JO" TALL CORRIDOR
VEGETATION, SLOPES,
OR OBSTRUCTIONS / l \
25
:p/P. -----.------,...----~ ~ -
PROPOSED FUTURE DRIVEWA rs
SIGHT DISTANCE DETAIL
NO SCALE
APPROVED
I ~
~
~
a g a CO( ~ I § ~ :,e 1::j
~
S! -~~ :g
"" <'i ~ ~
C, V) L,J
tJ
tt:
~ ~ ~ "' ~ ~ a;
"" es a, :,.; ~
~ a, ~ ~ i !..) ~~1 .. ,..
a,
SHEET
20F6
"-' 4-..
b
"')
0
•
50 100 200 .J 0
GRAPHICAL SCALE
£:X/S11/1/G El CAM//1/0 R£:AL
PER D~. NO. 400-BG
T: \Cngr\2268\ TM-iN0 \2268TM---IND03.c!wg 03/08/2004 U/: !JL': J.1 liM PST
SEE SHEET 4
' \
(
to
NOTE: ALL INDUSTRIAL DRIVEWAYS ( t) SHALL PROVIDE SIGHT DISTANCE
LINES PER THE CITY OF CARLSBAD SIGHT DISTANCE CRITERIA AND
CAL TRANS STANDARDS. WATER AND SEWER SERVICE LATERALS WILL
BE PROVIDED AT DRIVEWAY LOCATIONS.
EXISTING MASS GRADING PER DWG NO. 400-BA.
EXISTING IMPROVEMENTS PER DWG. NO. 400-8, 400-BB, AND 400-BG
TEMPORARY DESILTATION BASINS ARE ALSO FEASIBLE SITES FOR
STORM WATER POLUTANT BASINS TO BE CONSTRUCTED CONCURRENT
WITH DEVELOPMENT OF EACH LOT.
APPROVED
-----•♦•'
SHEET
30F6
lo
---.-l.-
0 50 100 200 300
GRAPHICAL SCALE
T.· \E_ngr \2268 \ TM-IND \2268TM-IND04.dwg 03/08/2004 07: 53: 16 AM !'ST
\
I
\
I
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\ '
I
I
0 0--" 0 6)
SHEET 3
"-I"
<(
lll cc ---, c:.o ~ <( 0
l
0 ~ f2) 0
L ~ r
~ L'J lli z -~ :z: Cl)
<(
-l
Q
APPROVED
311
NOTE: ALL INDUSTRIAL DRIVEWAYS ( t) SHALL PROVIDE SIGHT DISTANCE
LINES PER THE CITY OF CARLSBAD SIGHT DISTANCE CRITERIA AND
CAL TRANS STANDARDS. WATER AND SEWER SERVICE LATERALS WILL
8£ PROVIDED AT DRIVEWAY LOCATIONS.
EXISTING MASS GRADING PER DWG NO. 400-8A.
EXISTING IMPROVEMENTS PER DWG. NO. 400-8, 400-88, AND 400-8G
TEMPORARY DESIL TA TION BASINS ARE ALSO FEASIBLE SITES FOR
STORM WATER POLUTANT BASINS TO BE CONSTRUCTED CONCURRENT
WITH DEVELOPMENT OF EACH LOT.
§
~
I L
SHEET
40F6
-~ ~
lJ <..l
0:
ti> I
::ii
If)
' -
(f)
<(
lll cc
<(
(2)
z ~
~
lli CJl
z ~ z ~
<(
-l
CL,
.--., to
0
l
0
0
r
l,')
~
.. >~ ". . ~~ ; =~ ;:; 1· ~~:,z ___ :5' . ,~c.-•••_s3,:,,q~~ s·:2>
93 (G)
71 (N)
\
· • · rt . 1 ··... \ J7A . \ ·... , A-1sys•-u~ . .. · , '.: , , ,
PL J~\ J\J J\J J J\J G ~t\ RE J-\ -J 5
[ C -r O O ~ 0 E>)
T: \[flgr \2268\ T.V-/ND \2268 TM lN[H.).'J. 'Jwg U-5/J8/?0U4 UI: 56: 50 AM PST
0 50 100 200 300
GRAPHICAL SCALE
I
lQ
lli CJl
APPROVED
NOTE: ALL INDUSTRIAL DRIV[WA YS ( t) SHALL PROVIDE SIGHT DISTANCE
LINES PER TH£ CITY OF CARLSBAD SIGHT DISTANCE CRITERIA AND
CAL TRANS STANDARDS. WATER AND SEWER SERVICE LATERALS WILL
BE PROVIDED AT DRIVEWAY LOCATIONS.
EXISTING MASS GRADING PER DWG NO. 400-8A.
EXISTING IMPROVEMENTS PER DWG. NO. 400-8, 400-88, AND 400-8G
TEMPORARY DESILTA TION BASINS ARE ALSO FEASIBLE SITES FOR
STORM WATER POLUTANT BASINS TO BE CONSTRUCTED CONCURRENT
WITH DEVELOPMENT OF EACH LOT.
..
>-"'
SHEET
50F6
'9
<+ 0
--e
Qt lo ....
I-
Ill
i -
ll.. <II ::r; '<I;~ V l.c) :.: ~~ -~ <::,,:
lu
">\!:>
N --:z: V) I--() Ill ~ 2:
I-.... :.: ~ Qc ~ '-l en ~ n:'.
lC)
P L J-\ J\J J\J J J\J G -J ;I -j'
( c-r o o~ o B)
NOTE: PLANNING AREA 14 TO BE DEVELOPED AND
IMPROVED PER SEPARATE PERMIT APPL/CATION.
T: \[n9r\2268\TM-iND\22687M--iN006.awg 03/08/2]04 07:57:32 AM PSl
~
,11 N-~ &l
0 50 100 200 300
GRAPHICAL SCALE ;(
; ; ,'
OP EJ\J f')
0 APPROVED
(c-r oo~cJfJl
--GATEWAY ROAD TO BE EXTENDED TO PALOMAR AIRPORT ROAD.
EXISTING CUL-DE-SAC ANO UTILITIES PER owe NO. 400-88
TO BE MODIFIED PER CONSTRUCTION CHANGE.
NOTE: ALL INDUSTRIAL DRIVEWAYS ( i) SHALL PROVIDE SIGHT DISTANCE
LINES PER THE CITY OF CARLSBAD SIGHT DISTANCE CRITERIA AND
CAL TRANS STANDA'Ros. WATER AND SEWER SERVICE LATERALS WILL
BE PROVIDED AT DRIVEWAY LOCATIONS.
EXISTING MASS GRADING PER owe NO. 400-BA.
EXISTING IMPROVEMENTS PER DWG. NO. 400-8, 400-88, AND 400-8G
TEMPORARY DESILTA TION BASINS ARE ALSO FEASIBLE SITES FOR
STORM WATER POLUTANT BASINS TO BE CONSTRUCTED CONCURRENT
WITH DEVELOPMENT OF EACH LOT.
SHEET
60F 6