HomeMy WebLinkAboutCT 15-05; QUARRY CREEK PLANNING AREA R-3; Tentative Map ExhibitLEGEND
PROJECT BOUNDARY
STREET CENTERLINE
CURB ANO GUTTER
LOT LINE
SIDEWALK
DIRECTION OF DRAINAGE
SLOPE (2: 1 MAX., U. O.N.)
DAYLIGHT LINE
CONCRETE BROW DITCH
PROPOSED CONTOUR
EASEMENT LINE
RETAINING WALL
STREET LIGHT
PASSIVE COMMON AREA
GRASSCRETE PAVING REQUIREMENTS
(PER FIRE DEPARTMENT)
100' WETLAND BUFFER
50' PLANNING BUFFER
10' ENHANCED LANDSCAPE BUFFER
TOP OF CURB ELEVATION
FINISH SURFACE SPOT ELEVATION
FINISH GRADE SPOT ELEVATION
INVERT ELEVATION
FLOWLINE ELEVATION
TOP OF WALL ELEVATION
BUILDING/PAO NUMBER
UNIT NUMBER
HVAC UNIT
SUBGRADE ELEVATION
FINISHED FLOOR ELEVATION
R.C.P. STORM DRAIN
CURB INLET
STORM DRAIN CLEANOUT
STORM DRAIN HEADWALL
RIP-RAP
SEWER MAIN
SEWER MANHOLE
DOMESTIC WATER MAIN
FIRE WATER MAIN
FIRE HYDRANT
EXISTING STORM DRAIN PIPE
EXISTING TYPE ':4-4" CLEANOUT
EXISTING TYPE "/3-1 " CURB INLET
EXISTING CONTOUR
EXISTING CURB AND GUTTER
EXISTING STRIPING
EXISTING GAS
EXISTING ELECTRIC
EXISTING SEWER MAIN
EXISTING WATER MAIN
EXISTING RECLAIMED WATER MAIN
EXISTING FIRE HYDRANT
EXISTING FENCE
EXISTING STREET LIGHT
------·----
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~~ ------% 17LL i
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tZZ/21
k'X>66I
-0-0-0-0-0-0-
120.0 r.c.
• 120.0 F.S.
• 120.0 F.G.
• 120.0 I.E.
• 120.0 I[
-120.0 r.w. • 22
[@
[21
1325.5 S.G.
1326.2 F.F.
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~---290 ________,/
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E
w
F~W
EARTHWORK QUANTmEs
CUT: 0 C. Y.
FILL: 21,500 C. Y. * IMPORT: 21,500 C. Y. * NOT£· IMPORT WILL COME FROM PLANNING AREA
R4-EAST.
BENCHMARK
CITY OF CARLSBAD G.P.S. STATION NO. 88 (CLSB-088)
PER RECORD OF SURVEY NO. 17271
ELEVATION.· 317.176 M.S.L., DATUM {NG. VO. 1929)
BASIS OF BEARINGS
THE BASIS OF BEARINGS IS THE CALIFORNIA COORDINATE
SYSTEM OF 1983, ZONE 6, EPOCH 1991.35 GRID BEARING
BETWEEN 1ST ORDER G.P.S STATION 88 (CLSB-088) AND
1ST ORDER G.P.S STATION 87 {CLSB-087) PER ROS 1271.
I.E., N76"15'00"W
DISTANCES SHOWN HEREON ARE GROUND DISTANCES
MULTIPLY DISTANCES BY 0.999948180. GRID = GROUND X
COMBINED SCALE Fi'.CTOR.
UTILITIES
WATER:
CARLSBAD MUNICIPAL WATER DISTRICT
SEWER:
CITY OF CARLSBAD
STORM DRAIN.·
CITY OF CARLSBAD
TELEPHONE
SBC TELEPHONE
ELECTRIC:
SDG&E
GAS:
SDG&E
CABLE T.V.
TIME WARNER CABLE
SCHOOL DISTRICT
CARLSBAD UNIFIED SCHOOL DISTRICT
TENTATIVE TRACT MAP/ PLANNED DEVELOPMENT PERMIT SITE PLAN FOR: TENTATIVE TRACT MAP NO. CT 15-05
PLANNED DEVELOPMENT PERMIT NO. PO 15-13 QUARRY CREEK PLANNING AREA R-3 LEGAL DESCRIPTION
PLANNING AREA 8-3 DEVELOPMENT SUMMARY
5 ~ 4-PLEX 2-STORY TOWNHOMES = 20 O.U.
4 ~ 5-PLEX 2-STORY TOWNHOMES = 20 D.U.
8 ~ 6-PLEX 2-STORY TOWNHOMES = 48 D.U.
TOTAL = 88 D. U.
GROSS PROJECT AREA = 6.60 AC.
NET PROJECT AREA = 5.23 AC.
NET PROJECT DENSITY= 16.83 D.U./AC.
BUILDING COVERAGE = 40.0Jlf
OPEN PAHK/NG H£QUIHED {GUES[}
88 x 0.25 = 22 SPACES.
OPEN PAHK/NG PROVIDED
HEAD-IN PARKING SPACES = 9
PARALLEL PARKING SPACES = 73
TOTAL = 22 PARKING SPACES
HES/DENT PAHK/NG
REQUIRED: 2/D.U. x 88 = 776 SPACES.
PROVIDED: 2/0.U. x 88 = 176 SPACES.
CQUMQN AHEA
• COMMON AREA REQUIRED: 200 S.F./0.U. x 88 D.U. = 17,600 S.F.
• PASSIVE COMMON AREA REQUIRED: 0.25 x 17,600 = 4,400 S.F.
• PASSIVE COMMON AREA PROVIDED: 27,092 S.F. tM22'.J
• ACTIVE COMMON AREA REQUIRED: 0.75 x 17,600 = 13,200 S.F.
(SEE PLANNING AREA P-3 FOR THIS AREA)
UNll/BUILQING SQUARE FOOTAGE
AREA ANALYSIS
PLAN 1 (3 BR. -2.5 BA.) AREA POR7JOJV OF /.JJ\/JVUAIB£R£D Lor
FIRST FLOOR 528 S.F. RA1VCHO AGUA H£DJO1VDA
SECOND FLOOR 892 S.F.
TOTAL LIVING AREA 1,420 S.F.
DECK 23 S.F.
GARAGE 451 S.F.
PATIO (USABLE AREA) 153 S.F.
PLAN 2 (3 BR.-2.5 BA.) AREA
FIRST FLOOR 527 S.F.
SECOND FLOOR 911 S.F.
TOTAL LIVING AREA 1,438 S.F.
DECK 26 S.F.
GARAGE 462 S.F.
PATIO (USABLE AREA) 753 S.F. Lor 14
Lor 15
PLAN 3 (3 BR.-2.5 BA.) AREA
FIRST FLOOR 607 S.F.
SECOND FLOOR 1,074 S.F.
TOTAL LIVING AREA 1,681 S.F.
DECK 68 S.F.
GARAGE WITHOUT METER 505 S.F.
GARAGE WITH METER 478 S.F.
PATIO (USABLE AREA) 153 S.F.
CONDOMINIUM STATEMENT
THIS IS A CONDOMINIUM PROJECT AS DEFINED IN SECTION
1350, ET. SQ. OF THE CIVIL CODE OF THE STATE OF
CALIFORNIA AND IS TO BE FILED PURSUANT TO THE
SUBDIVISION MAP ACT. THIS PROJECT PROPOSED A MAXIMUM
OF 88 RESIDENTIAL CONDOMINIUMS.
LIST OF ABBREV/A TIONS
EXIST.
R/W
TYP.
F.G.
T.C.
F.F.
S.G.
AC.
Ii
f
ff.
MIN.
P.P.
£.P.
DIA.
£.0.£.
V.C.P.
S.F.
LP.
R.C.P.
T.W.
S.M.H.
G.F. o.u.
EXISTING
RIGHT-OF-WAY
TYPICAL
FINISHED GRADE
TOP OF CURB
FINISHED FLOOR
SUBGRAOE
ACRE
PROPERTY LINE
CENTERLINE
FLOW LINE
MINIMUM
POWER POLE
EDGE OF PAVEMENT
DIAMETER
EXISTING OVERHEAD ELECTRIC
VITRIFIED CLAY PIPE
SQUARE FEET
LOW POINT
REINFORCED CONCRETE PIPE
TOP OF WALL
SEWER MANHOLE
GARAGE FLOOR
DWELLING UNIT
B.W.
H.P.
F.S.
C.B. c.o.
O.G.
P.C.C.
STA.
OWG.
MAX.
ELEv.
O.C.
SIM.
ST. LT. pvr.
OWY.
PKWY. s.o.c.o.
GTR.
MOO. s.c.o.
U.N.O.
I.E.
C. Y.
BOTTOM OF WALL
HIGH POINT
FINISHED SURFACE
CATCH BASIN
CLEANOUT
DECOMPOSED GRANITE
PORTLAND CEMENT CONCRETE
STATION
DRAWING
MAXIMUM
ELEVATION
ON CENTER
SIMILAR
STREET LICHT
PRIVATE
DRIVEWAY
PARKWAY
STORM DRAIN CLEANOUT
GUTTER
MODIFIED
SEWER CLEANOUT
UNLESS NOTED OTHERWISE
INVERT ELEVATION
CUBIC YARD
KEY MAP
SCALE.· 1 " = 300'
fj ,:,·
EL CAMINO
COUNTRY CLUB
() ~ MIRA
£if() COSTA COLLEGE ~
x~ ,.__
'>:I BJ
"i VISTA
HAY.MAR
OR.
MARRON
RO.
cARJ..SBAD
WAY
78 PACKARD
VICINITY MAP 0
~
NOT TO SCALE
THOMAS BROTHERS PG. 1107, GRID A-2
2006 EDITION
SHEET NO.
1
2
3
4
5
6
7
I
DESCRIPTION
TITLE SHEET
TYPICAL SECTIONS,
DETAILS ANO NOTES
SITE SECTIONS
II
900
TENTATIVE TRACT MAP/PRELIMINARY GRADING
SITE DEVELOPMENT PLAN
UTILITY PLAN
COMMON AREA ANO CONSTRAINTS PLAN
APPROVED fb15-IJ
LOT 3 OF CARLSBAD TRACT CT 11-04, MAP NO. 16038, CITY OF CARLSBAD, STATE OF CALIFORNIA,
RECORDED JULY, 10 2015.
GENERAL NOTES
1.
2.
3.
4.
5.
6.
7.
8.
EXISTING GENERAL PLAN OESIGNA TION.· RH.
EXISTING ZONING: P. C.
EXISTING LANO USE.· ROCK QUARRY.
PROPOSED LANO USE.· MULTI-FAMILY RESIDENTIAL CONDOMINIUM
PROPOSED PROJECT IS LOCATED IN LOCAL FACILITIES MANAGEMENT PLAN ZONE 25.
PROJECT PRIOR APPROVALS.· VESTING TENTATIVE MAP NO. CT 11-04 DATED APRIL 8,
SUBSTANTIAL CONFORMANCE CT11-04B DATED FEBRUARY 25, 2015.
THIS PROJECT IS LOCATED WITHIN THE "QUARRY CREEK" MASTER PLAN, MP 10-01.
TOTAL PROJECT BOUNDARY GROSS AREA: 6. 6 AC.
TOTAL NET AREA: 5.23 AC.
AVERAGE RESIDENTIAL LOT AREA: N/A.
TOTAL NUMBER OF LOTS: 1.
STREET LOTS: 0.
OPEN SPACE LOTS: 0.
WATER QUALITY LOTS: 0.
HOMEOWNER ASSOCIATION LOTS: 0.
PARK LOTS: 0.
RESIDENTIAL LOTS: 1.
TOTAL NUMBER OF CONDOMINIUM UNITS: 88.
ALL CUT ANO FILL SLOPES ARE TO BE 2:1 MAXIMUM, UNLESS OTHERWISE SHOWN.
2014.
9.
10.
11. GRADING SHOWN HEREON IS PRELIMINARY ANO IS SUBJECT TO REVISIONS MADE DURING THE FINAL
DESIGN PROCESS, IN ACCORDANCE WITH ENGINEER/NC POLICY NO. 30, ANO APPROVAL FROM THE
CITY ENGINEER ANO CITY PLANNER. .
12.
13.
14.
15.
ALL LOT DIMENSIONS SHOWN ARE APPROXIMATE. ALL LOTS TO MEET MINIMUM DIMENSIONS OF
UNOERL YING ZONING. .
PROPOSED AOT.· RM LOT 3.· 88 O.U. x 8 TRIPS/0.U. = 704 AOT.
PERCENT OF SITE TO BE LANDSCAPED TO BE DETERMINED DURING SITE PLAN REVIEW.
FIRE HYDRANT FLOW REQUIREMENT IS 3,000 CPM. THIS PROJECT WILL BE SERVED BY 330
PRESSURE ZONE. '
16. WATER AVERAGE DAY DEMAND (ADO) IS 22,000 GPO.
MAXIMUM DAY DEMAND (MDO) IS 33,000 GPO.
PEAK HOUR DEMAND (PHO) IS 63,800 GPO.
17. Alt(cRAGE DAILY SEWER FLOW {AOF) = 88 EDU'S x 220 GAL/DAY = 0,019 MCD
PEAK DAILY SEWER FLOW (PDF) = 0.048 MGO
18. THE PROPOSED POST-BMP TREATMENT ARE HYOROMOOIFICATION/WATER QUALITY BASINS
(SEE MASS GRADING PLANS FOR QUARRY CREEK OWG. NO. 484-5A) AND STORM FILTERS
(LID) (OR THEIR EQUIVALENT), SEE WATER QUALITY TECHNICAL REPORT PREPARED BY
PROJECT DESIGNED CONSULTANTS DATED MARCH 19, 2015.
INLETS SHALL HAVE "NO DUMPING" STENCILS.
FLOOD ZONE DESIGNATION: A£.
DENSITY TRANSFER OF 7 UNITS TO PA-R-2.
19 .
20.
21.
22. LIGHTING SHALL UTILIZE LOW PRESSURE SODIUM ANO SHALL BE SHIELDED AWAY FROM
ADJACENT OPEN SPACE.
23. PROJECT 100-YEAR STORM DISCHARGE = 25.3 C.F.S.
APPLICANT OWNER
CORNERSTONE COMMUNITIES PRESIDIO CORNERSTONE QC, LLC
4365 EXECUTIVE DRIVE, SUITE 600 4365 EXECUTIVE DRIVE, SUITE 600
SAN DIEGO, CALIFORNIA 92121 SAN DIEGO, CALIFORNIA 92121
(858) 458-9700 (858) 458-9700
CIVIL ENGINEER/LAND SURVEYOR
SB&O, INC.
3990 RUFFIN ROAD, SUITE 120
SAN DIEGO, CA. 92123
PHONE.· 858-560-1141
FAX.· 858-560-8157
CONTACT.· AARON PARKER
LANDSCAPE ARCHITECT
HOWARD AND ASSOCIATES, INC.
2442 SECOND AVENUE
SAN DIEGO, CA. 92108
ASSESSOH-:S: PARCEL NUMfER
167-040-11, -21.
STREET ADDRESS
WESTERLY TERMINUS OF EXISTING MARRON ROAD.
SOURCE OF TOPOGRAPHY
TOPOGRAPHIC INFORMATION SHOWN HEREON /.f BY PROJECT DESIGN CONSULTANTS.
PHOTOGRAMMETRY IN MARCH 2014. ,
I PRELIMINARY SOILS HEPOHl;
BY.· GEOCON INC., DATED MARCH 2012. i
PREPARED BY: NO. REVISIONS DAT£ SB&Oi ,______.____ _ _____.________.
!?h-ANNJ.Nf:l sN\ilJ.[)IE;IsRING E,URvE'YINs 1---4--------------1------l
~ Ruffin Rosd, Suire 1 20
Sa,n, Diego, Ca. 92123
~B-qS0-11 41
a59-560-B1 67 Fax
4 REVISION
3 REVISION
11-11-15
10-20-15
. \ 2 REVISION -~A._ .. _~•--~•-~-1--=-~•~,.__~ __ 'Z_-_l\_-_l,1--1---1-_R._~_rs._,a_w _______ 1-_----.1
9-23-15
7-13-15
THIS IS THE APPROVED TENTAT~MAP/SITE
PLAN PER PROJECT NO. Cf 15-05 + PER CONDITION
AARON PARKER P.£. 68547 DATE ORIGINAL
TENTATIVE TRACT MAP/
5-15-15
SHEET
NO. {p OF PLANNING COMMISSION
RESOLUTION NO. ]! 3] PLANNED DEVELOPMENT PERMIT SIT£ PLAN FOR: 1
OF 1~l4-~1, 1 PLANiNG DIVISION fE
OUARRY CREEK PLANNING AREA R--3
TIT/.£ SHEET
CITY OF CARLSBAD, CAL/FOHN/A 7
I
I
I
I I:! ~
I ~i CJ ll ··i oo § ~! ~§ ii JJ ---I ll; II) (JJ "~ 2 riJ 11 • f,I :t> Ci) ;i ~z ,, z~ 2 ;: C:
ii s: :r: C: :! mo !! ~rt'l s H IJl-
"~ U1 s: OJ ,~-z m z ll m m I q
►
I
I
I
~ I~~ CJ ~~ mo ;g 530 ~ ~ en rn ~ ~Ji /~ 11 !~ J::,
i~ ~ 2 .!.. c!2 ~~ ,., !°:I w~ ;,! II!~ l~ m ,w :am iii OJ•
'" (.JI s: ta I {rjz m 2 ll rn " ►
R/W
34.5'
10'
LOT 7 5.5' 4.5' 6'
69'
If
24.5'
14'
24.5'
14'
34.5'
6'
BIKE
LAN£ , °"' SECTION PER ~9' MEDIAN ~ DWG. 484-5
R/W
10'
4.5' 5.5'
+
1 f:i1%: )STRUCTURAL 1
~~ ---?-:[ ' -2% 1---2% :[]l---~--[}' 2% ~ __ _
'C~~ '%,r, f"""'· ~:I_===-==_==-==--_:= _:=_=;= = = ==1: ~a-cq "''""
,, ~ __/ I f-~~e,w:r?e ~~\ -
5' WIDE STABILIZED ~EXIST. TYPE "G" 5' WIDE NON CONTIGUOUS DJJ. TRAIL WITH 6" CURB AND GUTTER (TYP.) ,,.,,.. -CONCRETE CURB EDGING P.C.C. Slv~WALK
LOT 3 FACE OF
GARAGE
P.C.C. DRl~WAY
{TYP. BOTH SIDES)
5'
23' MIN.
2ND STORY
OVERHANG (TYP.)
30'
20'
10'
.
10'
,<'.
;>l ~ " -
A.C.
5'
,......---FACE OF
GARAGE
F.G.
• . .....
S.G.
PAVING
WITH BASE
FACE OF
GARAGE
s.c.
P.C.C. DRIVEWAY
{TYP. BOTH SIDES)
2ND STORY OVERHANG
(TYP. BOTH SIDES)
40'
24' FIR£ LANE
5' 5' 12'
FINISHED SURFACE
(£LEV. PER PLAN)
2% I ~ . . .. :• .
•✓
A. C. PAVING "' .c,;,,
WITH BAS£ ;:,'. ~
'
12'
4.5 '-✓--C
MIN.
1.5'
Ml, .
5' FACE OF
GARAGE
~5' 4" ROLLED CURB
MIN. {TYP. BOTH SIDES)
8'
WALKWAY "2:,..,.
q., ">i"+ilt,
:-i ' '2% li;" ;,1,v • • •
5'
5'
MIN.
n·\ "° •· -4" P.C.C. .r.
SIDEWALK 3.5' MIN/ -
19'
38' FIRE LANE
19'
FINISHED SURFACE
(£LEV. PER PLAN)
5' 5' 2'
7'
PARKING I f?~C_?~%~%'J>--. 'C'-r "
7'---4_5'
MIN.
11'
A.C. PAVING
WITH BASE
PRIVATE
8" SEWER
5• TYPE "G" CURB
AND GUTTER
:..,I
TYPICAL SECTION -EXISTING AIAHRON ROAD (PUBLIC) 'O' HEIGHT CURB
(TYP.)
<o
4'
PRIVATE
8• SEWER
4" P.C.C.
SIDEWALK <o
* PRIVATE---..,~
8" SEWER 5'
7'
PRIVATE 6"
DOMESTIC WATER
PRIVATE 8"
(TYP. BOTH SIDES)
PRIVATE 6"
DOMESTIC WATER
PRIVATE 8"·----
FIRE SERVICE
13 (TYP. BOTH SIDES)
R/W
NOT TO SCALE
STA. 1+72.47 TO 2+01.47
SHOWN FOR INFORMATION ONLY, NOT A PART OF THESE PLANS
SEE CITY OF CARLSBAD owe. NO. 484-5A
VARIES 60'-69'
VARIES 30'-34.5' If VARIES 30'-34.5'
R/W
10' VARIES 20'-24.5' VARIES 20'-24.5' 10'
LOT 7 5.5' 4.5' 6' 14' 14' 6' 4.5' 5.5' .
I BIKE BIKE I
,,.,, ) snwcnnw. , LAN£ SECTION PER
DWG. 484-5 + 2X 2% 2% 2% -~
'~ ¾; '~ w , ;,,--
~-::-"'d
5' WIDE STABILIZED
D.G. TRAIL WITH 6"
CONCRETE CURB EDGING
===-=:==,================ ~~~\""\'°_..::; ¼,~ ~\~,.... ~,,, ..... ~\\-(( ~\\~-;:;;~-
~EXIST. TYPE t, . .
5' WIDE NON-CONTIGUOUS
P. C. C. SIDEWALK CURB AND GUTTER (TYP.)
LOT 3
TYPICAL SECTION -EXISTING MARRON ROAD {PUBLIC)
NOT TO SCALE
STA. 2+01.47 TO 4+99.43
SHOWN FOR INFORMATION ONLY, NOT A PART OF THESE PLANS
SEE CITY OF CARLSBAD DWG. NO. 484-5A
R/W 60' R/W
OPEN SPACE
' "" ~ -~
I
10'
5.5' 4.5'
30'
20'
6' 14'
BIKE
LAN£ SECTION PER owe. 484-5
If 30'
20' 10'
14' 6' 4.5' 5.5'
BIKE
LANE
_j%
ismucnnw. , + 2$ 2% 2% ~==----~ ~,sz,q:-_,;~ . -----------------------,>\\I?,"" ------------r--------------
~~~~t"l:~-53. -~ -----=~ 'C·\(,.{ ~r.rTL.:i==--✓*~ _/ ct~~ ~::::\
5' WIDE STABILIZE[!, e::£XIST. TYPE •c•
\\n ~ ~'A'\?.;;~
D. G. TRAIL WITH 6 CURB AND GUTTER (TYP.)
CONCRETE CURB EDGING
5' WIDE NON-CONTIGUOUS
P. C. C. SIDEWALK
LOT 3
I
TYPICAL SECTION -EXISTING MARRON ROAD (PUBLlc)
R/W
NOT TO SCALE
STA. 4+99.43 TO 8+89.66, P.C.R.
SHOWN FOR INFORMATION ONLY, NOT A PART OF THESE PLANS
SE£ CITY OF CARLSBAD DWG. NO. 484-5A
60'
30' If 30'
R/W
I NOT£: NOT INTENDED FOR FIRE ACCESS I
TYPICAL SECTION
PH/VAT£ DRIVEWAYS 11A II AND
FACE OF
GARAGE
F.G.
NOT TO SCALE
{NO PARKING -BOTH SIDES)
27' MIN.
2ND STORY OVERHANG
(TYP. BOTH SIDES)
1.5'
Ml, .
34'
24' FIRE LANE
5' 12' 12'
3' P.C.C.
SWALE
1.5'
Ml, .
5'
P. C. C. DRIVEWAY
{TYP. BOTH SIDES)
'O' HEIGHT CURB
(TYP. BOTH SIDES)
A.C. PAVING
WITH BASE
PRIVATE 6"
DOMESTIC WATER
PRIVATE 8"
FIR£ SERVICE
5'
7'
,.,..__.._PRIVATE
8" SEWER*
* TYPICAL SECTION
PRIVATE DRIVEWAYS 118 11 AND
NOT TO SCALE
(NO PARKING -BOTH SIDES)
2ND STORY
OVERHANG 45'
23' Ii 22'
24' FIR£ LAN£
5' 5' 12' 12' 5'
•c•
FACE OF
GARAGE
F.G.
S.G.
4'
4.5'
FIR£ SERVICE TYPICAL SECTION -PRIVATE DRIVEWAY * TYPICAL SECTION
PRIVATE DRIVEWAYS 11D11 AND ·c·
FACE OF
GARAGE
NOT TO SCALE
DRl~WAY "£" -STA. 14+77± TO 16+67±
(NO PARKING -BOTH SIDES)
,"u---2ND STORY
OVERHANG
22'
45'
34' FIRE LANE ,,✓--VARIES
5' 5' 12' 22' 5' f, _ 12' MIN. 'i----"'---+--"'-l-~--'-"---+-----==------;c10"''--t--"--t--'d--l
FINISHED SURFACE PARKING I''/-· {ELEV. PER PLAN) l~ ,
I 7 5 , MIN. 1 6" TYPE "G" CURB n·.\ (L-1
F.~ ••• -~ ~ 1 • pl. AND GUTTER Pf_ •
_ 2% A 1 '7:,,. S. G. • ' -r: . • . • .;~ .. '". --·: rA
P.C.C. DRIVEWAY , lo~ :..,I 3.5 1/N.
4" ROLLED CURB/
PRIVATE 5•
DOMESTIC WATER
PRIVATE 8"-~
<o
A.C. PAVING
WITH BAS£ 4" P. C. C. SIDEWALK
{TYP. BOTH SIDES)
5' 4.5'
FIR£ SERVICE 7' PRIVATE*
8" SEWER
• <o
* TYPICAL SECTION -PH/VAT£ DRIVEWAY
NOT TO SCALE
STA. 10+86± TO 11+57± AND STA. 12+63± TO 13+32±
(PARALLEL PARKING -ONE SID£)
NOT£;
* INDICATES FOR SEWER MAIN WITHIN 10' OF
WATER WILL BE P. V. C. WITH RUBBER RING JOINTS
(PER ASTM D3034) OR EQUIVALENT PER STAT£ OF
CALIFORNIA DEPARTMENT OF HEALTH SERVICES
GUIDANCE MEMO NO. 2003-02.
2'
FACE OF 6' 4'
BUILDING
7'±
NOT TO SCALE
STA, 10+00 TO 11+90±
(PARALLEL PARKING -BOTH SIDES)
20'
8' 16' FIRE LANE
4 " P. C. C. , ....---'i
SIDEWALK 3.5 MIN.
(TYP. BOTH SIDES)
PRIVATE 6"
DOMESTIC WATER
PRIVATE 8"' ---
FIRE SERVICE
5• CURB
(TYP.)
2% -
,....4_5'
MIN.
9'
11'
40'
20'
16' FIRE LAN£
A.C. PAVING
WITH BAS£
5' 5'
5• TYPE •c• CURB
AND GUTTER
{TYP. BOTH SIDES)
TYPICAL SECTION -PRIVATE DRIVEWAY
P.M. NO.
19261
~(:';-,%\-
NOT TO SCALE
STA. 12+00± TO 12+27±
(NO PARKING -BOTH SIDES)
R/W VARIES
10'
4.5' 5.5'
VARIES 5'
A.D.A.
LOT RAMP
8
T.W. PER
PLAN)
VARIES 4'
P.C.C. WALK
...----HEIGHT = 5' MAX
.----FACE OF
BUILDING
S.G.=20.7
• ...
2" 6" 16"
~ ~ 8 ~
-.J
10' 20' 20' 10'
5.5' 4.5' 6' 14' I 14' 6' 4.5' 5.5' . LOT 3 LOT 8
I BIKE 10' s· 10' BIKE I
LAN£ MEDIAN LANE 5' ~I t I w
P. C. C. DRIVEWAY
~.5'
MIN.
A.C. PAVING
WITH BASEi
2%
2% -"'· ,\ ..-< • ..,,.,. 1? . 1
4" P~:..-ISIDEWALK
S.G.=27.4
""'
P.C.C.
--~ --
-✓ '
WALK
DROP WALL
HEIGHT = 5' U4X
5'
I:£
.,,
' c:, -' <o
4 • • ••
• 4 '-------''--------~·-· ___J ]
2% 2% .£!:. 2% i::----r,--n ==-j . -------------,>\ _,. '~+ fRY
i·~ \)'""')i& ::I_===------:.. =:J l; _::--=-~-----=1: ~ -n~ I\~:,. ✓* ~~~e---~m~0 -~---
5' WIDE NON-CONTIGUOUS EXIST. TYPE "c" STRUCTURAL SECTION
P.C.C. SIDEWALK (TYP.) CURB AND GUTTER (TYP.) PER DWG. 484-5
TYPICAL SECTION -EXISTING EL SALTO
FALLS STREET (PUBLIC)
R/W
NOT TO SCALE
STA. 12+86.64, P.C.R. TO 13+57.07
SHOWN FOR INFORMATION ONLY, NOT A PART OF THESE PLANS
SE£ CITY OF CARLSBAD owe. NO. 484-SA
60'
30' Ii 30'
13' 17' 17' 13'
R/W
4" ROLLED CURB
PRIVATE 6•--
DOMESTIC WATER
PRIVATE 8"
FIR£ SERVICE
7' 4.5'
9'
~ {TYP. BOTH SIDES)
6" TYPE "G" CURB
AND GUTTER
PRIVATE
8" SEWER* * TYPICAL SECTION -PRIVATE QRIVEWA Y
NOT TO SCALE
STA. 13+44± TO 14+36±
(NO PARKING -BOTH SIDES)
R/W
10'
6' 4.5' 5.5'
BIKE
LAN£
MARRON ROAD
LOT 3
4' 14'±
OPEN SPACE 8' 5' 6' 11' I 11' 6' 5' 8' . OPEN SPACE (PUBLIC)
2% I .J% --) (:] I BIKE
LANE
+ 2$ 2% "'""-~ =---~--=== ----------
-,,,.7------------f ~Tui'\-
~£XIST. TYPE "G•
CURB AND GUTTER {TYP.)
BIKE
LAN£
2% 2% --:::-::i-,n:?. -------------?,f\,,,. --= -t=~\,~,~ "'
\:._STRUCTURAL SECTION
PER DWG. 484-5
I
TYPICAL SECTION -EXISTING EL SALTO
FALLS STREET (PUBLIC)
NOT TO SCALE
STA. 11+31.75 TO 11+63.38, P.C.R. (SOUTH OF BRIDGE)
SHOWN FOR INFORMATION ONLY, NOT A PART OF THESE PLANS
SE£ CITY OF CARLSBAD owe. NO. 484-5A
4.5'
MIN.
~===i~,,-q_,,, '
5' Wl::,.~-:CO~TICUOUS
P. C. C. SIDEWALK
,,~?
~
P.C.C. WALK
A SECTION
2 NOT TO SCALE
4' 2.5' OVERHANG
6.5' BACK OF SIDEWALK
.... .., "
4 .--,--. . ..!. ___ ...:;1 ____ ..
AREA=20'x8.5'= 170 S.F.
4 4.5'
4 MIN.
4 • R=3'
8.5' {TYP.)~ FACE 6" CURB
X 2'
I 'MIN.
X
,,.. --
DRIVEWAY
...-------FACE OF
BUILDING
S.G.=28.0
• -•
20' I .
F.S. PER PLAN F.S. PER
PLAN 24" I
8 SECTION C SECTION DETAIL -4• ROLLED CURB
2.0' 2 NOT TO SCALE NOT TO SCALE 2 NOT TO SCALE
.... ~ itl ~~ .:!: ~ e5!'1::
~ ~ !:\:: § ~~ ij:: ~Pi ci.: li: "-'..
_'0:((B,\
,<'. ~
' .,, -.
"i \ -
.:N
"' --/ I 4"-6" P. v.c.-----
DOMESTIC WATER
2.0'
~ ~ ti'. Pi~
~ t3:'.'i 'S: ci.: §
ij:: e5 t):j ci.: '1j ci.:
y ;...<.~
2.0'
,<'. ~
' .,,
'I'
•
FINISHED GRAD£
PIP£ BEDDING AND
BACKFILL PER WP-02
8" P.V.C. FIR£
(PRIVATE)
DETAIL -JOINT TRENCH
NOT TO SCALE
VARIES 7' TO 10'
.., ' ..
. I
6" CURB AND
24' 24' GUTTER {TYP.)
NOTES
1. CONCRETE SHALL BE 52D-C-2500 .
2. INSTALL EXPANSION JOINTS 120' 0. C.
3. INSTALL WEAKENED PLANE JOINTS 20' O.C.
EXPANSION JOINT
FINISHED
SURFACE
WEAKENED PLANE
JOINT (TYP.) I
3~
4
~ ~
-.J
~ 1/2" RADIUS {TYP.)
8 6"
-____ ..._
•
• ' • P.: • t
'
• • ~ • • -• • I
4 0-, • • •
11· I
1 '2" TYP.
FINISHED
GRAD£
DETAIL -o• CURB
NOT TO SCALE
NOT£ SURFACE SLOPES OF ACCESSIBLE PARKING SPACES AND AISLES
SHALL BE TH£ MINIMUM POSSIBLE AND SHALL NOT EXCEED
1 UNIT VERTICAL TO 48 UNITS HORIZONTAL IN ANY DIRECTION. -
PAINT 5• CURB BLUE
~1~ 1 A.D.A. PARKING STALL SIGN FACE OF __ o __ ,_c_UR_B --~~=-~-___ _ ___ _Q_
A.D.A. PARKING SYMBOL -t------...
PER M.U. T.C.D. 45
FIGURE 3B-19
V
PARKING
1.9• {TYP.) I \i -I
8' VAN LOADING SPACE_;)
12" WHIT£ LETTERING
(TYP.)
4• BLUE STRIP£ {TYP.)
BORDER AND HATCH
DETAIL -HANDICAP PAHK/NG AND STRIPING
NOT TO SCALE
SB&D~ '" ----·····' -•--•~--.... .,_,_. . -,_ -------. ~
TENTATIVE THACT MAP/
PLANNED DEVELOPMENT PEHMIT SITE PLAN FOH:
SHEET
2 ~kAJ\!Ni~~ 6N~!NE6f1!Nlai c;;(JRY6YiNG
DETAIL -STANDARD PAHK/NG STAU DETAIL -PARAUEL PAHK/NG STALL 3980 Ruffin Road, Suite 1 20
San Diego, Ca. 921 2:3
SSB-560-1141
OUARRY CREEK PLANNING AREA R-J
TYPICAL SECTIONS/DETAILS
OF
NOT TO SCALE . NOT TO SCALE B6B-5so-a1 57 Fex CITY OF CAHLSBAD, CAL/FOHN/A 7
I I
□ D i z
Ci)
2 C: s: m ::0
□ ::0 i 2
Ci)
2
C: s: m ::0
Cl I 2 Ci)
2 C: s:
DJ m JJ
0
" I 0
0 N e
TI ru
Q_
ru
0 u V,
~
0
c_j
N
I Q_
" I Q_
C, I u I 0 0 "' / ~
5
9-1:'
l,i
I ';J,
"' 0 0 ,,
"' I 0
0:
Q_
/
0 40 ;s
;;
C:
/
60
I I I I I WAlER P
1
LANT LEASE
1
UNE\ SCREEN WALL~
50
REVISED PLANT LEASE ~: I \ PRETREATMENT
LINE PENDING AGREEMENT PRO~OSED GRADE\ (AREA 200)
-WITH NRG AND POSEIDON 6" VERT. CURB \
I I \ W/ GUTlER I\\ PILE RETAINING WALL~
r6" VERT. CURB
40
30
I ~ / I
-· ··\ \ 2% MIN /MATCH VARIES ·--
EXISTING
I .// \ .
' -~ ' . . ,,--"" J -r ..,
4" AC ON 13" AB -_,r.--17 . V EXISTING PVC-8"-F/L GRADE -... " •
PVC-6" . I / r ..,
200-GRP-72" -SW-01 B I r'\
INV EL: 30. 71 ' ~
20
IL 200-GRP-60" -SW-00B i 200-GRP-42" -SW-020 INV EL: 24. 74 INV EL: 25.00 I I
-20 0 20 40
1 SECTION 1
6 SCALE: 1" = 10'
50 -\ SCREEN WALL
.
I 11
/ 1-5" VERT. CURB------,.
40 / " PILE RETAINING WALL-"' VARI.ES -· .. --·--. ~ . CLEAR WELL
30
MATCH ~ I . -(AREA 220) -EXISTING-"7! I \ •,, .. ·--_ .. ---~-·~-· -;·--// \ ,. ' \ -EXISTING
GRADE -l/ PVC-B" -F /L I I ' \ \ PVC;-6"-PRWT 7 ... ., --
20
REVISED PLANT LEASE I I \ \__CONCRElE PAD. SEE
LINE PENDING AGREEMENT DETAIL 1 SHEET 19. -WITH NRG AND POSEIDON ' ' \ \__PERVIOUS PAJMENT
I
10
WAlER PLANT LEASE LINE~ -1
SEE SHEET 6 AND B FOR LOCATION
6" AC ON 11" AB
SEE SECTION 3 SHEET 19 .
'--r-200-GRP-72"-SW-018
INV EL: 26.63
0
60
50
40
30
20
60
50
40
30
20
10
0
0+00 0+20 0+40 0+60 0+80 1+00
2 SECTION 2
8 SCALE: 1" = 1 O'
NOTES
1. INVERT ELEVATIONS SHOWN CORRESPOND TO LOCATION OF
SECTION CUT ONLY.
50
40
30
20
..
10
0
0+00
60
WATER P~LANT LEASE :LINE\ I I
60
50
40
' • ~: REVISED PLANT LEASE
LINE PENDING AGREEMENT r--DEPRESSED CURB
WITH NRG AND POSEIDON \ / SEE DETAIL 3 -
I
SHEET 1B
~6" VERT. CURB r--PROPOSED
PROPOSED GRADE .1-I I GRADE -
\ ·r . ·--· -0.30% --
-I I I ._ ...
50
40
. r\ \ " ,. ,-MATCH EXISTING • .
\_'
30
20
-40
. .... -\
\ . ····-· ·-----1·
EXISTING_/
GRADE
-20
-----
. ·-. ... . ·--w •• "
\_MATCH EXISTING
.. . .
0+20
,.u· -..
3
B
\__PILE RETAINING WALL ~4" AC ON 13" AB
I I I
I I
I u
0 20 40
SECTION 3
SCALE: 1" = 1 O'
LIMITS OF INTAKE/DISCHARGE EASEMENT
' 6" VERT. CURB-
I \ z 4" AC ON 13" fB\ :::.
30
20
60
I
• r-METAL BEAM GUARD
RAIL PER CAL TRANS
I/ DETAIL 4, SHEET 19
I
CONCRETE I ' I \ /' / "' 6" VERT .
I • 2' ASPHALT ~ J PROPOSED ·1 ., ·1 ., CURB \ IU'l'l!,J.).Lv
GRADE -~.,,,.,... ....... i '\ I I
3 ~ /.~ SLOPE: 3: 1 (TYP) -••.. •-M •• ·· TSP: 28.00
1 !--,......-I/ • I . ,,r-EXISTING PVC-4" -PRW ., GRADE ~ ELEC DUCT i/ . ;· --\I ·o( -·-I
r -..,
BANK -. ·• I r -.., -\ EXISTING SPLIT FACE MESA . 1 ' . '" • BLOCK RETAINING WALL SWALE__/ --'" • .--PER DWG ( 463-6C) r I I I
I I LRETAINING WALL STRAP ZONE I (0.7H TYP) I I I (SEE DWG 463-6C) ;
200-GRP-72" -SW-027 • ... ,. •. J ~200-GRP-72" -SW-018 ····-INV EL: 18.34 -INV EL: 17.25
0+40 0+60 0+80 1+00 1+20
4 SECTION 4
9&17 SCALE: 1" = 10'
50
40
30
20
-
10 -
0
1+40
0 10' 20'
CONSISTENCY DETERMINATION EXHIBIT QL, n.RPROJECTNO.
',{ Dato 2..-9-/b
Don Neu, City Planner
DATE, ..,_ ·", ·\G
81----------------,,---------,,----------r-------r------------,---------r------------r---------------------y--------------------------,-----'----------============F:':":'::=:~ ~ WARNING SCALE AS INDICATED "AS BUILT" CONSISTENCY DETERMINATION EXHIBIT 15-17 SHEET
~0•
1
, 0 DATE JUNE
2014 EXHIBIT POSEIDON WATE ARCADI CARLSBAD SEAWATER DESALINATION PROJECT 3
ru FILENAME 1J00-C-GP-MP-121C DAlE
,if OF
40 IF THIS BAR DOES KBD RCE EXP. ~ NOT MEASURE 1' . · REVIEWED BY: ~ ~~~~A~c~te!5 '._"lll,1_slm.'~,t.'il'~~.,r::;;i IDE CARLSBAD, CA 3 ~ L---------------.&..--------.&..----...-----.&...------...L--------~--..... -________ ...1, ______ 1e_c_hn_o __ 1o_g_ie_~_,1ct_. ___ ...1. __ .;;.;.;;;..;;.;.;.;.;.;... ________ ....;D.,A;I~-------------------------------------------------------.:; INSPECTOR
I'-
' I
LO
' 0
0
'
l:l I
2 Ii)
2
C: s:
llJ m
JJ
CJ JJ §
2 en
2 r:: s:
OJ m JJ
Cl JJ l> ~
2 en
2
C: s:
OJ m
JJ
("
\
\
\
\
.Lor 13
DPF'JV SPACF'
1J;JAP ;VD. 1!30,:,-8 X
.Lor s
CDJY./JWUJVJrY
?F'CR.F'A rJD;V AR.F'A
1J;/AP ;VD. 1!3038
PROPOSED UTILITY NOTES; 0 INDICATES PROPOSED 18" HOPE STORM DRAIN (PRIVATE).
0 INDICATES PROPOSED 24" HOPE STORM DRAIN (PRIVATE).
EXISTING /JTIUTY NOTES:
@ INDICATES EXIST. 18" R.C.P. STORM DRAIN {PUBLIC) PER OWG. NO. 484-5.
@ INDICATES EXIST. 30" R.C.P. STORM DRAIN (PUBLIC) PER OWG. NO. 484-5.
@ INDICATES EXIST. 36" R.C.P. STORM DRAIN {PUBLIC) PER OWG. NO. 484-5.
@ INDICATES EXIST. 36" HOPE STORM DRAIN PER DWG. NO. 484-5A.
@ INDICATES EXIST. 54" HOPE STORM DRAIN PER DWG. NO. 484-5A.
@ INDICATES EXIST. 60" HOPE STORM DRAIN PER OWG. NO. 484-5A.
BOUNDARY DATA TABLE
0 /'::,./BEARING RADIUS LENGTH
1 N59.45 '30 "E 25.63'
2 N59.17'14"E 30.69'
3 N58.42'.26"E 36.92'
4 N65.58 '.2 7T 29.78'
5 N74•o 1 '43"E 26.76'
6 N81'19'30"E 32.45'
7 N8T19'.23"E 24.50'
8 N84.5B '5 1 "E 24.89'
9 N70•11 '05"E 30.59'
10 N7577'.28"W 25.73'
11 N9o·oo·ooT 32.12'
12 52·07'59" 35.00' 37.95'
13 20·10'.27" 55.00' 19.85'
14 45·05'57" 30.00' 23.61'
15 45·05'57" 30.00' 23.61'
16 90·11 '54" 55.00' 86.58'
17 41'05'55" 30.00' 21.52'
GRAPHIC SCAJ.E
•7 I ---1---•--•i 40 0 40 80 120
SB&O~
PbAiSib!LN@ sN'eilN!'ls;fuN0 (;;LJRVt=YtNG
3.SSO A,L.Jffin Road, Suite 120
San C!iego, Ca. 921 23
BEiB-EiBD-1141
858-580-B1 57 Fax
-----------.,.,._. ----
X 144
Fr I
X 143.4
TENTATIVE TRACT MAP/ PHEUMINAHY GRADING FOR:
OUAHHY CHEEK PLANNING AREA H-3
CITY OF CARLSBAD, CAL/FOHN/A
;
SHEET
4
OF
7
CJ :0 §
2
Ci)
2
C .s
OJ m :0
Cl ~ ~-
2
Ci)
2 C ~
OJ m
:.0
A IU'i-.L
EXIST. 10' TRAIL
EASEMENT PER
MAP NO. 16038
50' PLANNING
BUFFER (TYP.)
-------
PROPOSED 10'
TRAIL EASEMENT.
_/4-, .
Of',::::-_::-r -. _;~\,t"
LDT fJ
DPF'JV SPACF'
1.vJAP 1VD. 16038
_ , ~A.D.A.-" -\..'
~~0os _ -~"' .. ~~>-· ~I v-1:LIY/
----. --'-c::· \\ "
~-•• (7\ " C • ~~ & " \~~~~ ,.----< . ii' " -s:
PEDESTRIAN CONNECTION TO
COMMUNITY RECREATION FACILITIES
AND ADJOINING NEIGHBORHOODS.
10' MIN. ENHANCED@
LDT 8
CD1WiWIJJVJT Y
R£CR£A TID1V AREA
;J;JAP JVD. 16038
. ~
-
,..;:'!
--:::'_·:,··,·
X77.7
,, \ r
100' Will.AND
BUFFER (TYP)
8' D.G. TRAIL
BOUNDARY DATA TABLE
PLAN NOTES 0 PROPOSED PRIVATE 6" CURB AND GUTTER.
0 PROPOSED PRIVATE O" CURB.
0 PROPOSED PRIVATE 4" ROLLED CURB.
0 PROPOSED PRIVATE 6" STRAIGHT CURB
@ PROPOSED GUEST PARKING STALL.
0 D. 'BEARING
1 N59'45'30"E
2 N59'17'14"E
3 N58'42'26"E
4 N65'58 '2 7"E
5 N74'01 '43"E
6 N81'19'30"E
7 N8T19'23"E
8 N84'58'51 "E
9 N70'11 'o5''E
10 N75"27'28"W
11 N90'00 '00 "E
12 62'0 7'59"
13 20'40'27"
14 45'05 '5 7"
15 45'05'57"
16 90'11'54"
17 41'05'55"
RADIUS
35.00'
55.00'
30.00'
30.00'
55.00'
30.00'
LENGTH
25.63'
30.69'
36.92'
29.78'
26.76'
32.45'
24.50'
24.89'
30.59'
25.73'
32.12'
37.95'
19.85'
23.61'
23.61'
86.58'
21.52'
X 78.2 t , . . r~,1
I --\ ·~
8.1
X ~\4.5 -• •. /l I '""\.A. X 86. 7
X87.4
L~ .. , \ '"·' /j \ ---· ,,.../
~\ ------/\,) /'"'
"~-/
< , X90.2
\ X85.1 '-/-
',, r"'-'¾,,,. \ /
"· ,YJ " ''s, -'"-~v.~ '-• \ _...-' _...-'
" \_ -'-\\ \£)(!Sl:15' PRIVATE STORM
\ \ DRAIN EASEMENT TO REMAIN ,57"£
/"-. __.-..---_..-: \ \ N73'fl,46' ~"t'--
/ \\ ..---..---..---\ I \
EXIST. 15' PR/VA TE \ \
STORM DRAIN EASEMENT \ \
TO REMAIN
X88J3
X8C.5
N40'40'03"W
32.57'
100' WETLAND
BUFFER (TYP.)
I
I
50' PLANNING N7Y 3 f '71
PROJECT BUFFER (TYP.)~37.08
BOUNDARY (TYP.) •4•' 6"30 .,
·12'10"£ N7 46 8
N89'57'3?"W 5,71~
6 7 6.3,
\ \
\L-__J
123.2 F.F.
122.5 S.G.
4
==-"' ~'i_;------·-c.._~ , TRA/l' I r \ ~ \ MAIJ~l!!!i RO~D)_ X144.5~
----c, c:, ~ ROAD FOR IMPROVEMENTS WITHIN MARRON ROAD {PUBLIC (PUBLIC}J O E1 "';,, ER q_wG. 'N8lR14-,fJ0017)_ _ __
<c _ ,;--~ ------W SEE CITY OF CARLSBAD DWG. NO. 484-5 '9o-·--_,,, ~ ,;-'I' c \
PEDESTRIAN CONNECTION TO r' ~•~
'----I COMMUNITY RECREATION FAC/LITlfZS
AND ADJOINING NEIGHBORHOODS. \
PEDESTRIAN CONNECTION TO
"----l COMMUNITY RECREATION FACILITIES
AND ADJOINING NEIGHBORHOODS.
\ I · {1 -I LDT 7 J I
\ ) I f v X 146.8 @
"-~ ~ _ -CD1J;/JWU1VJTY FA CJLJTY I I (:J
1J;JAP JVD. 16038 X147.4
LDT 14 C Xl ,77 Xl474
-4 · P.1Y 1VD. JfJ.:760
Al.AP 1VD.
GRAPHIC SCALE ,-.;-~---•~I ____ _
40 0 40 80 120
PIAN.Nil'!~. ENGIN"'E;f11NG
3890 Rl,Jffin Road, Suite 1 20
Sa_h_ Oi.ei:;:,o, Ca. 92123
866-560-1141
8S8-SBD-8157 Fax
EJWRVEYING
X 148.4
X 148.C
DEVELOPAl£NT PLAN FOR:
OUAHHY CHEEK PLANNING AREA H-3
CITY OF CARLSBAD, CALIFORNIA
SHEET
5
OF
7
l
I
I ¥]
1l I~~ 'i! §l □
;::! ff! E5 ~ JJ ul mm -~ m C • 0 ► i~z ~E~ i!~T "ma ~~rtl z m-"'~~ /~z z m I CJ J>
I
I
I
C :D
"'D (")~
C --I<: .,... ~2
ui U,CiJ
I I 2 ~ C)c: u,~
Pf! .IJ
C
IJ §
2 (i)
2
C: ~ Ill m
:0
\
100-YEAR FLOODPLAIN------.
PER CLOMR CASE NO. 14-09-2458R
.LDT 13
DP£JV SPACr
1YIAP ;VD. 1600
. \
' ~-. " ~ '
\\r ~ ,--
.. ...---->(\ 9 t-----J~
\1 \\ ..,.~
.
1/ .LDT f;J
N r ,,. -="\""
DPf)V SPACE
A/AP ;VD. 1tJ038
~,1.pOB
----,.,..-::::
~-·· a
~ } \
" "\ ,7 .. -°'
'1 ' tl-./..:V
__ 1~ \
-.---------':~;:~~-:> _____ --\1/
"
"-
2" /RR. SERVIC
PER DWG. 484-5
3" DOMESTIC WATER
METER WITH 3 DCDA
.LDT 8
C D11'ltYI WVJT Y
RE CREA TJD;V ARf'A
1YAP ;VD. 1tJ038
/
/
/
/
/
/,RAIL EASEMENT
/
/
/
I'"-\ '--._...---
)
.LDT t-:J
DPFJV SPACE
1YIAP ;VD. 16038
.LDT 14
DP£JV SPACE
11'/AP ;VD. 18038
BOIJNDAHY DATA TABLE
PROPOSED UTILITY NOTES: 0 INDICATES PROPOSED 8" P. V.C. SEWER MAIN (PRIVATE).
0 /ND/CATES PROPOSED 4"-6" P.V.C. DOMESTIC WATER MAIN (PRIVATE). 0 INDICATES PROPOSED 8" FIRE SERVICE MAIN (PRIVATE).
EXISTING UTILITY NOTES: 0 /NO/CATES EXIST. 12" P. V.C. WATER {PUBLIC) PER OWG. NO. 484-5. 0 INDICATES EXIST. 4" P. V.C. RECYCLED WATER (PUBLIC) PER DWG. NO. 484-5.
0 INDICATES EXIST. 6" P. v.c. RECYCLED WATER (PUBLIC) PER owe. NO. 484-5.
@ INDICATES EXIST. 8" P. V.C. SEWER (PUBLIC) PER DWG. NO. 484-5.
@ INDICATES EXIST. 12" P.V.C. SEWER (PUBLIC) PER DWG. NO. 484-5.
@ /ND/CATES CONSTRUCTION CHANGE FOR RE-LOCATION OF PROPOSED UTILITIES
FOR DWG. NO. 484-5.
0 L 'BEARING
I N59.45'.30T
2 N59.17'14"£
3 N58.42'26"E
4 N65.58'27T
5 N74.01 '43"E
6 N81'19'.30T
7 N8T19'23T
8 N84.58'.51 T
9 N70•f1'05T
10 N75'27'28"W
11 N9o·oo'ooT
12 62·07'.59"
13 20·40'27"
14 45°05'57"
15 45·05'.57"
16 go· 11 '.54 "
17 41'05'.55"
RADIUS LENGTH
35.00'
55.00'
30,00'
30,00'
55.00'
30.00'
25.63'
30.69'
36.92'
29.78'
26.76'
32.45'
24.50'
24.89'
30.59.
25.73'
32.12'
37.95'
19.85'
23.61'
23.61'
86.58'
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