Ha
llmark-Barham Specific Plan EIR
Technical Appendices
Appendix
A.2
Project Plans
Plotted: 4/28/2021 3:21 PM D:\75051 BARHAM DRIVE\03 DWG\TM\75052TM01.DWG - rpowell 5-3-21
LEGAL DESCRIPTION
THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF SAN MARCOS, IN THE COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS:
THOSE PORTIONS OF LOTS 1 AND J OF SECTION 18, TOWNSHIP 12 SOUTH, RANGE 2 IIIE"ST, SAN BERNARDINO MERIDIAN, IN THE COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, ACCORDING TO UNITED STATES GOVERNMENT SURVEY APPROVED DECEMBER 14, 1885.
SOURCE OF TOPOGRAPHY
TOPOGRAPHIC INFORMATION SHOWN HEREON IS BY AERO TECH MAPPING INC., DA TED FEBRUARY, 2020.
BENCHMARK
ELEVATIONS FOR THIS SURVEY IS BASED UPON CP-013 AS PUBLISHED IN RECORD OF SURVEY __ AND PART OF THE CITY OF SAN MARCOS CONTROL NETWORK.
ELEVATION = 714.20 NAVD BB.
BASIS Of BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM ZONE 6, NAD83 2017.50 EPOCH, AS DETERMINED LOCALLY BY A LINE BETWEEN STATION CP-013 AND CP-015 AS SAID COORDINATES ARE PUBLISHED IN RECORD OF SURVEY ___ AND ARE PART OF THE CITY OF SAN MARCOS CONTROL NETWORK. I.E. N57"46'38"E.
QUOTED BEARINGS FROM REFERENCE MAPS OR DEEDS MAY OR MAY NOT BE IN TERMS OF SAID SYSTEM.
THE COMBINED GRID FACTOR AT STATION CP-D13 IS 0.99993135.
GRID DISTANCE - GROUND DISTANCE TIMES COMBINED SCALE FACTOR.
ASSESSOR'S PARCEL NUMBER
228-310-01-00.
CONDOMINIUM STATEMENT
THIS IS A CONDOMINIUM PROJECT AS DEFINED IN SECTION 4125, ET. SQ. OF THE CIVIL
CODE OF THE STA TE OF CALIFORNIA AND IS TO BE FILED PURSUANT TO THE SUBDIVISION AP ACT. THIS PROJECT PROPOSED A MAXIMUM OF 151 RESIDENTIAL CONDOMINIUMS.
UTILITIES
WATER:
SEWER:
RECLAIMED WATER:
GAS:
ELECTRIC:
VALLECITOS WATER DISTRICT
VALLECITOS WATER DISTRICT
VALLECITOS WATER DISTRICT
SAN DIEGO GAS &: ELECTRIC
SAN DIEGO GAS &: ELECTRIC
EARTHWORK QUANTITIES
GRADE AREA: 9,417 AC. MAX CUT DEPTH:
CUT: 39,711 C. Y. MAX CUT SLOPE RATIO (2: 1 MAX):
FILL: 86,052 C. Y. MAX FILL DEPTH:
±18 FT.
2: 1
NET IMPORT: 46,341 C. Y. MAX FILL SLOPE RA TIO (2: 1 MAX):
* EARTHWORK QUANTITIES ARE APPROX/MA TE
±25 FT.
2: 1
DEVELOPMENT NOTES
1. GROSS PROJECT AREA = 10.555 AC.
2. NUMBER OF EXISTING LOTS = 1.
NUMBER OF PROPOSED LOTS = 1.
NUMBER OF PROPOSED DIIIE"LLING UNITS = 151.
DENSITY (DU/AC) = 14.J DU/AC
J. CURRENT GENERAL PLAN DESIGNATION AND ZONING = MU-J.
PROPOSED GENERAL PLAN DESIGNATION AND ZONING = SPA
4. ALL BUILDINGS ARE J STORY BU/WINGS.,
5. EVIDENCE SHALL BE PROVIDED OF HAVING OBTAINED GRADING RIGHTS UPON ADJACENT PROPERTY WHERE REQUIRED.
6. FIRM MAP NO: 0607JC0794G
7. FIRE PROTECTION: SAN MARCOS FIRE
SCHOOL DISTRICT: SAN MARCOS UNIFIED SCHOOL DISTRICT
TRASH: EDCO
7. DRIVEWAYS ARE 16.0' x 5.0'.
MAX. DRIVEWAY SLOPE: 15%
MIN. DRIVEWAY SLOPE: 1%
WAIVE'R REQUESTS
1. DESIGN WAIVER REQUEST TO ALLOW 24' BUILDING SEPARATION ON 2ND STORY WITHIN ALLEYS.
2. DESIGN WAIVER REQUEST TO ALLOW SLOPES AND SLOPE/WALL COMB/NATIONS GREATER THAN 20' IN HEIGHT.
LIST OF ABBREVIATIONS
A.P.
AC.
A.D.A.
APPROX.
A.G.
BMP
B.W.
C.B.
ACCESSIBLE PARKING
ACRE
AMERICANS WITH DISABILITIES ACT
APPROX/MA TE
ASPHALT CONCRETE
BEST MANAGEMENT PRACTICES
BOTTOM OF WALL
CATCH BASIN
IRRIGATION
LOW POINT
MAXIMUM
MINIMUM
MODIFIED
NOT A PART
ON CENTER
PARKWAY
OWNER/APPLICANT - ....::;;="<=
HALL LAND COMPANY
740 LOMA SANTA FE DRIVE, SUITE 204
SOLANA BEACH, CA. 92075
(858) 481-3310
CONTACT: MARIANA MCGRAIN
APPLICANT/AGENT FOR OWNER DATE
CIVIL ENGINEER/
LAND SURVEYOR
SB&:O, INC.
3990 RUfflN ROAD, SUITE 120
SAN DIEGO, CA. 92123
(858) 560-1141
CONTACT: AARON PARKER
LANDSCAPE ARCHITECT
GMP
4010 SORRENTO VALLEY ROAD, SUITE 200
SAN DIEGO, CA. 92121
(858) 558-8977
CONTACT: JOHN PATTERSON
ARCHITECT
WHA
2850 RED HILL A VENUE, SUITE 200
SANTA ANA, CA. 92705-5543
(949) 250-0607
CONTACT: NICK MANEA
SOILS ENGINEER
GEOCON, INC.
6960 FLANDERS DRIVE
SAN DIEGO, CA. 92121
(858) 558-6900
CONTACT: JOE PAGNILLO
PLANNING CONSULTANT
CCI
160 INDUSTRIAL STREET STE. 120
SAN MARCOS, CA 92078
(760) 471-2365
CONTACT: MA TT SIMMONS
Ii<
c.o.
CONG.
CENTERLINE
CLEANOUT
CONCRETE
/RR.
L.P.
MAX.
MIN.
MOD.
N.A.P.
o.c.
PKWY.
P. V.C.
P.C.C.
P.P.
PVT.
f
POLYVINYL CHLORIDE
PORTLAND CEMENT CONCRETE
POWER POLE
C. Y.
D.G.
DIA.
DWG.
DWY., D/W
D.U.
E.P.
ELEV.
EXIST.
E.O.E.
F.F.
F.G.
F.S.
FS
I[
F. Y.S.
G.F.
G.B.
GR.
GTR.
H.H.
H.P.
HR.
I.E.
CUBIC YARD
DECOMPOSED GRANITE
DIAMETER
DRAWING
DRIVEWAY
DWELLING UNIT
EDGE OF PAVEMENT
ELEVATION
EXISTING
EXISTING OVERHEAD ELECTRIC
FINISHED FLOOR
FINISHED GRADE
FINISHED SURFACE
FIRE SERVICE
FLOWLINE
FRONT YARD SETBACK
GARAGE FLOOR
GRADE BREAK
GRATE
GUTTER
HANDHOLE
HIGH POINT
HOUR
INVERT ELEVATION
R. Y.S.
RPDA
R.C.P.
R/W
s.c.o.
S.M.H.
S. Y.S.
SIM.
S.F.
S.D.
S.D.C.O.
STA.
ST. LT.
S.G.
T. w.c.
T.C.
T. w.
TRANS.
TYP.
U.N.O.
V. W.D.
PRIVATE
PROPERTY LINE
REAR YARD SETBACK
REDUCED PRESSURE DETECTOR ASSEMBLY
REINFORCED CONCRETE PIPE
RIGHT-OF-WAY
SEWER CLEANOUT
SEWER MANHOLE
SIDE YARD SETBACK
SIMILAR
SQUARE FEET
STORM DRAIN
STORM DRAIN CLEANOUT
STATION
STREET LIGHT
SUBGRADE
TIME WARNER CABLE
TOP OF CURB
TOP OF WALL
TRANSFORMER
TYPICAL
UNLESS NOTED OTHERWISE
VALLECITOS WATER DISTRICT
TENTATIVE SUBDIVISION MAP SP20·0002 SHEET 1 OF 10
TENTATIVE MAP AND SITE DEVELOPMENT PLANS FOR: LEGEND
943 BARHAM DRIVE
KEY MAP LEGEND
·-··-··-··-··-···
ILi
SHEET LIMITS
SHEET NUMBER
DEVELOPMENT SUMMARY
SETBACKS
FRONT If. 35 FT.
SIDE 1D FT.
REAR 10 FT.
OPEN SPACE R£QUIR£M£NTS
PROVIDED REQUIRED
COMMON OPEN SPACE
AREA WITH GRADES 10% 134,776 -
OR GREATER
COMMON OPEN SPACE
AREA WITH GRADES 64,913 37,010
LESS THAN 10%
PR/VA TE OPEN SPACE 26,390 25,150 PATIOS/DECKS
BASIN 6,764 -
RECREATIONAL AREAS 10,742 2,400
VICINITY MAP
NOT TO SCALE
' '
SHEET INDEX
SHEET NO.
1 2-J
4 5
6-7
8-9
10 SIT£ DATA
ACRES
LOT 10.555
BUILDING 2.761
PARKING 0.237
LOADING 0.012
LANDSCAPING J.706
DESCRIPTION
TITLE SHEET/KEY MAP
DETAILS/SITE SECTIONS/TYPICAL SECTIONS
EXISTING CONDITIONS
C/RCULA TION PLAN
HORIZONTAL CONTROL PLANS
GRADING AND STORM DRAIN PLANS
EROSION CONTROL PLAN
% ACRES
-
26.2%
2.2%
0.1%
35.1%
DWELLING UNITS
UNITS PARKING/DU REQ. PARKING
1 BDRM 19 1.5 29
2 BDRM 25 2 50
J BDRM 82 2 164
4 BDRM 25 2 50
TOTALS 151 293
PROJECT BOUNDARY
STREET CENTERLINE
CURB AND GUTTER (SEE PLAN FOR TYPE)
6" CURB
BU/WING NO.
TRANSFORMER PAD
TREE WELL
CONCRETE
BROW DITCH
PEDESTRIAN RAMP (TYPE PER PLAN)
SIDEWALK
DIRECTION OF DRAINAGE
SLOPE (2: 1 MAX., U.N.O.)
DAYLIGHT LINE
RETAINING WALL
SCREEN WALL
PROPOSED CONTOUR
EASEMENT
WATER MAIN (SIZE PER PLAN)
WATER METER WITH BACKFLOW
ASSEMBLY
FIRE SERVICE WITH DCDA
SETBACK LINE
EXISTING STORM DRAIN (SIZE PER PLAN)
STORM DRAIN CLEANOUT
STORM DRAIN INLET (TYPE PER PLAN)
STORM DRAIN CATCH BASIN
SEWER MANHOLE
SEWER CLEANOUT
EXISTING LEGEND
EXISTING TYPE "A-4" CLEANOUT
EXISTING TYPE "B-1 " CURB INLET
EXISTING CONTOUR
EXISTING CURB AND GUTTER
EXISTING STRIPING
EXISTING GAS
EXISTING ELECTRIC
EXISTING SEWER MAIN
EXISTING WATER MAIN
EXISTING FIRE HYDRANT
EXISTING FENCE
EXISTING STREET LIGHT
EXISTING BUILDING
EXISTING EASEMENT
EXISTING RETAINING WALL
OWNERS CERTIFICATE
--------
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------290 __________./
--(G)
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___ ,'. __ ,'. __
WE HEREBY CERTIFY THAT WE ARE THE RECORD OWNERS OF THE PROPERTY
SHOWN ON THE ATTACHED TENTATIVE MAP AND THAT SAID MAP SHOWS OUR ENTIRE CONTIGUOUS OWNERSHIP. WE UNDERSTAND THAT PROPERTY IS
CONSIDERED CONTIGUOUS EVEN IF IT IS SEPARATED BY ROADS, STREETS, UTILITY EASEMENTS, OR RAILROAD RIGHT OF WAY.
APPLICANT/AGENT FOR OWNER DATE
SEE AGREEMENT DOC NO.: _________ _
DATED: _________ _
Prepared By, 100
SB&:O INC.
Address1 ____,,J:'i9.:;:,90;:..,;.,R:.;U='FFi=-'/Nc:..,,.:,R;.;:Q:;,;A;;;,D,!,,,';,SU:;.,/..:.;TE;.,,..;.12;,;D.--__ SAN DIEGO, CALIFORNIA 92123
Phone 11,__.(""85:.:B:..)--=5=-=6:.::D_-..:..11'-'4-'-1 _______ _ Project Address,
943 BARHAM DRIVE
SAN MARCOS CA.
GRAPHIC SCALE
0 100 200 JOO
Revision 14._ _______ _
Revision 13._ _______ _
Revision 12,_ _______ _
Revision 111 ________ _
Revision 10, ________ _
Revision 91 ________ _
Revision 81 ________ _
Revision 71 ________ _
Revision 61 ________ _
Revision 51 ________ _
PLANNING ENGINEERING SURVEYING
3990 Ruffin Road, Suite 1 20
Project NoP1e1
943 BARHAM DRIVE
Revision 41 __ ..,.4:=...2...:l ::..2'-'1 ___ _
Revision 31 __ .,:.2.=i.;15;z::,,2:.L1 ___ _
Revision 21 __ 1._.2=o.2"!,8=.2°""0~---San Diego, Ca. 921 23 858-560-1 1 41
Revlslon 1, __ 1..,,0,._-..,..3,.0-~2...,0.__ __ _
85B-560-B1 57 Fax
A4 ~ A&k 68547
Sheet Title,
TITLE SHEET/KEY MAP
Original Do tei.___:_7_-=.2-....:2=.:0=--------
Sheet 1 of __ ..:.1c:..O __
DATE
75050.15
Plotted: 4/23/2021 10:36 AM D:\75051 BARHAM DRIVE\03 DWG\TM\75052TM02.DWG - renbrig 5-3-21
TENTATIVE SUBDIVISION MAP SP20·0002 SHEET 2 OF 10
EXIST. CAL TRANS
R/W 79' R
PROPOSED
R/W
5' 64'
32' 32'
10'
5' 11' 11' 5' 5' 11' 11' 5'
BIKE DRIVING DRIVING TURN TURN DRIVING DRIVING BIKE
10'
PROJECT
SITE
LANE LANE LANE LANE LANE LANE LANE LANE -"
2 ~-, MAX. ,...
~ 2% -:-;::;:. . ' •
;'1.,.-,r- ~'-'= ~ = ~ ---~~~ -~ . ' '
-.___;::,,,_EXIST. A.C. PAVING . EXIST.
EXIST. CURB AND BASE (TYP.) SIDEWALK
AND GUTTER (TYP.)
13'
2-" - -.. :_. -.... ,J
/////✓/ , , , / , , , ,, -..,..,1
6" PRIVATET
WATER
-----✓
26'
If
I
, ,
-,A.C.
' AND
, L/ _/ / /
13'
PAVING
BASE (TYP.)
2%
-
-
1:- ·;-,r _.-• / /, ✓ / / / / / / /
--'~" ....
8" PRIVATE
SEWER
8" PR/VA TE ~2•--~-6~•---i~--7• __ -i
FIRE
L...._
' 4" ROLLED
CURB PER®(TYP.)
MAINTAIN TOP OF CURB -
ELEVA 710N AND
ADJUST GUTTER
MODIFIED 4•J
ROLLED CURB
NOTES
1. REFER TO SDG-150 TYPE "G" AND DETAIL
A-2, THIS SHEET, FOR SPECIFIC
DIMENSIONS RELATED TO EACH TYPE OF
CURB.
2. CONCRETE SHALL BE 520-C-2500.
3. TRANS/7/0NS SHOUW OCCUR ALONG THE
BACK OF CURB, HOLDING EDGE OF
PAVEMENT PARALLEL AND CONCENTRIC
WITH STREET CENTERLINE. AL TERNA 7/VE
ALIGNMENTS MAY BE REQUIRED AND ARE
SUBJECT TO AGENCY'S DISCRE710N.
TYPICAL SECTION "" EXIST. BARHAM DRIVE
i-----..18" PR/VA TE
STORM DRAIN
D DETAIL "" 4" ROLLED CURB TO TYP£ "G"
NOT TO SCALE TYPICAL SECTION "" DRIV£WA Y "8"
NOT TO SCALE
2 CURB TRANSITION (PR/VAT£) P£R SDRSD G-48
6" PRIVATE
SEWER
20·
10' 10'
5.5' 5.5'
TYPICAL SECTION
A.C. PAVING
AND BASE (TYP.)
4• PRIVATE
WATER
ALLEY "8", "C", "F", "G", "H", "I"," J"
NOT TO SCALE
20'
10' 10·
A.C. PAVING
AND BASE (TYP.)
2.0-" g.0%
4" ROLLED •:: ·•'
CURB PER ® , .
,--o• CURB
• PER®(TYP.)
4• PRIVATE
6" PRIVATE
SEWER
5.5' 5.5' WATER
TYPICAL SECTION "" ALLEY "A", "D", 11£ 11
4" ROLLED
CURB PER
12·
5.0%
-
.,.:_. -._. 'I
ffi
, ✓ ,r//,r//
, ,
'
.. 6 PRIVATE
SEWER
--- , ... ~.
NOT TO SCALE
24'
If 12·
-,A.C. PAVING
' AND BASE (TYP.)
5.0% -I • . . :,
"/ / , • ///✓//✓//.
-- ,.LL...
~~
4• PRIVATE
5.5' 5.5' WATER
TYPICAL SECTION - ALLEY "K"
NOT TO SCALE
26'
5' 13' If 13'
I ,tA.C. PAVING
/ AND BASE (TYP.)
1,5%
2% 2% =---... , 1-.' . . · · ... : . :: . .
- -• •. I
.
6" CURB
PER "G-1"
2%
~
I • .
1· . . ·.
26'
5' 13' If 13'
I ,tA.C. PAVING
1.5% I AND BASE (TYP.) 2-"
-- 2% MIN. ' . , .,., I.~ . .. ·. . ·• 2% ---... -
l
-.C.-P.C
SID
. • ..
/ /// / /// / //.,.- /, , ,. , ..
//✓✓/,,,,,,,,,,,,,
', ~
£WALK
• 6 CURB
PER "G-1"
--L.I ..
6" PR/VA TE-f
WATER .,..-,_J
8" PR/VA TE ~2-• -!----=-6'_----11------'--7• __ -1
FIRE
18" PRIVATE
STORM DRAIN
". .,
8" PRIVATE
SEWER
TYPICAL SECTION "" DRIVEWAY "A"
NOT TO SCALE
FROM STA. 10+61.67 TO STA. 12+64.16 AND
FROM STA. 16+76.14 TO STA. 19+04.32
EXPANSION JOINT
FINISHED
SURFACE
co 1/2" RADIUS (TYP.)
a
WEAKENED PLANE . • .
JOINT (TYP.) 1 ·, ·• ..••.
[7 " ., . ~
6"
. •.. ..
1 '2" TYP.
FINISHED
GRADE
NOTES
6" C URB AND GUTTER
PER "G-2" (TYP.)
3 V/ · -~ • 1. CONCRETE SHALL BE 520-C-2500.
~
I,
A
2 -
:. A·. cl,
.. ... ·-
11· ,I
DETAIL ""
2. INSTALL EXPANSION JOINTS AT 45' INTERVALS PER
SDG-109 AND G-10.
3. INSTALL WEAKENED PLANE JOINTS 15' INTERVALS
PER SDG-109 AND G-10
O" CURB
NOT TO SCALE
3' NOTES
2'
ELEVA 710N SHOWN
ON PLAN
1. TRANS/7/0N TO TYPE "G" OR "H" CURB
AT ALL CURB RETURNS, EXCEPT WHERE
CURB RAMPS ARE PROVIDED, AND AT ALL
CUL-DE-SACS WITH DRAINAGE
STRUCTURES. SEE STANDARD DRAWING
G-48 FOR DETAILS.
8 R=0.5"
P.I.
R=0.5"
2. CONCRETE SHALL BE 520-C-2500.
3. SEE STANDARD DRAWINGS G-9 AND G-10
FOR JOINT DETAILS.
DETAIL - MODIFIED TYP£ 'A" 4" ROLLED CURB
.c.c. p
SIDE
. ; ':-1 ,
,-/✓// ,, ,, / / / , / ,
..,..,\
,, / / / ,,,,,,, , / ,, , -·. 6" CURB AND GUTTER
R "G-2" (TYP.) PE 2 (PR/VAT£) P£R SDRSD G-4A WALK , , ·- .. 6" PR/VA TE_.,--.()
WATER l ........ ,J
8" PR/VA TE ~2•--1-~-----'6::....'_-----1~-~7• __ -t
FIRE
'----..18" PR/VA TE
STORM DRAIN
• ,
8" PRIVATE
SEWER
TYPICAL SECTION "" DRIV£WA Y "A" AND
NOT TO SCALE
DRIVEWAY "A" - FROM STA. 12+64.16 TO STA. 16+76.14
1.5' 1.5'
"C" ,..,
r VARIES I 3• (TYP.) -0
,
<(·
C
2 NOT TO SCALE
---/ '
/ 3• ' NOTES • \ ~
CONCRETE SHALL BE 560-C-3250.
I \ 1. R=1/2" -
VARIES
I
(=0.04')
\ 2. IN ALL CASES SUBGRADE SHALL BE
• COMPACTED TO 95% MIN RELA 7/VE COMPAC710N
\ .. •· ..,
I
TO A DEPTH OF 12". ..
\ / 3. WEAKENED PLANE JOINTS AT 15' INTERVALS.
\ I
SEE SDRSD G-10 FOR GUTTER AND CONCRETE
PAVEMENT JOINT DETAILS.
'
/ , ___ .,.,
DETAIL -.3' RIBBON GUTTER
NOT TO SCALE
NOT TO SCALE
n:ss1o,.;;
~ 'Z-
"' ,..,
"'
PLANNING ENGINEERING SURVEYING
3990 Ruffin Road, Suite 1 20
San Diego. Ca. 921 23
858-560-1 1 41
85B-560-B1 57 Fax
At ~ A;&RL;: 68547 DATE
Prepared By,
SB&O INC.
Address, 3990 RUFFIN ROAD, SUITE 120
SAN DIEGO, CALIFORNIA 92123
Phone 11, (858) 560-1141
Project Address,
943 BARHAM DRIVE
SAN MARCOS CA.
Project NaP1e1
943 BARHAM DRIVE
Sheet Title,
DETAILS/SITE SECVONSITYPICAL
SEC710NS
Revision 14.,_ _______ _
Revision 13:L- _______ _
Revision 12:o_ _______ _
Revision 11, _______ _
Revision 101, _______ _
Revision 91 _______ _
Revision 81 _______ _
Revision 71 _______ _
Revision 61 _______ _
Revision s, _______ _
Revision 41 __ :t:4 ::..2c..l~21.__ __ _
Revision 31 --""'2::..1""5~21.__ __ _
Revision 2, _ ___,1...,2::.2','8~2~0 __ _
Revision 1, _ ___,1'-"'0c::c.3..,0=....2.,._0 __ _
Original Dat"'--_7_-_2-_2_o ___ _
Sheet ___ 2 __ of 10
75050.15
Plotted: 4/23/2021 12:35 PM D:\75051 BARHAM DRIVE\03 DWG\TM\75052TM03.DWG - rpowell 5-3-21
-·- a: I -·-
I ' - € SUBDIVISION I • V
BO NDARY I'-.. • € ,(±700.0 S.G.)
€ ~
I ~I I ·-- -;ce-, -- ~ ::l I I <(
>- __../,_ • I • I lu
I
..J
-~ BUIL >/HG '-------.,F"' € ~ ..J
B J/LDING 9UILDIN_9 <(
- , 16 ~ --,0-
---- >- BUILD NG 14 15 I
--lu 80.6 T. w.- I ::I 13 ~.70 682! 70 Cl --<( 681.80, \ S.G. S.(,. I I BUILOI iG I BUILDING 681.80 S.G. S.G. ... EX/ T. BROW, ITCH CB•; • 12
,
\~ 'V ;-a-e----~ 11
~ r OSED GROUND
\ I ! UBDIVIS/0~ I/ I ~ 674.60 S.G. ~ 674.20 S.G. I OUNDARY I BUILDING Cl
17 ....
,,-,;ETAINING WALL PARALLEL P, RKING - I
-·· - ""'-0-v,-
I
_,
/ 6 4.80 S.G. ,}-
2: ,1 MAX./
...___RETAIN/ G WALL
------
I
"\ "-. RETAINING WALL
,-
-------- ,-.-0-v--
EXIST. MERGENC' IJ
ACCES! ROAD
------
I
SUBDIVISION~ I
BOUNDARY l
, __
. --
I
I
10 \
\;;;;D/To H
\
\
\
\
l 1
\
'
• , • _ BROW ITCH \
-
i--
1 2
--
A
3 I EXIST. GR 1UND
1~ 1 "
SIT£ SECTION
SCALE: 1" = 60'(H), 1 • = 12'(V)
SEE SHEET 2
1S
-v
-~,0---
16 17 18
I -
;- 0'---
... , 0 I -
- -, V
, . - \ \
-- ~' ~. C 8 - ~,B_f1-_ - +---+---+---+-- ----'\.----1~..-----, --+Bu1w1N'," ------t--- c:i·l---+-~,,1u,U11) G~---+-----+- ':.:+--t-----+---+---+- R,;--,;;·w;,-+---+- - -AHH-- €
BRO DITCH_/
• , I -
. --
10 11
' 123 115 'UEXIST. GROU iD 8_0 , SCREEN
' ~I ~u , 689.5 -690.60 S.G. c- ------- ---._ , UILDING .G. ~UILOING
I i11 '}-! 5
-,o.__--
/ V 681. 70 s. G, 682.,70 s. G. "
--------------- - \ FXl ~L·----+ ---t""'rl"'fl0'+----
"" .., BARffAM -·
'--PROPOSE~ GROUND
12 1J 11
C
3 SUBDIVISION
BOUNDARY
SIT£ SECTION
SCALE: 1" = 60'(H), 1" = 12'(V)
SEE SHEET 2
r±703.0 S.G.)
---;ZB1:.~--+-- H----+ - ---;~o-
j.: I"--£ 1ST. GROUND
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10 11
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SCALE: 1" = 60'(H), 1" = 12'(V)
SEE SHEET 2
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SEE SHEET 2
I
690,60 S.G. 8. O' SCREEN WAU
PROPO ED FINISHED
GROUN VARIES 74' to 115'
VOLUME = 47,520 C.F. R/W
6681- +---------+------ ~-~-~~-il-----------1--------1-+-~ 5.- -f------+----- - -fi BERM :
--------- -------
EXIST. G OUNDr ----- -----
566.6
18" MIN. EMBEDMENT
(ANCHOR)
----- -----
-/
l_ . -
• 1
0 '"'
655.1
WISE MAX.
S.G.=646.9
11 ll)
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-
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(ANCHOR)
I
E. BARH M DRIVE
- ---
0 D SECTION ,.., BIOFILTRATION BASIN BF-2
3 BIOFILTRATION DETAIL NOTES
OJ PLANTING.
r-;;i 30 MIL. P. V.C. LINER. ALL JOINTS TO BE SEALED WITT--/ 12" MIN. OVERLAP. l=.J SEAL AU PENETRATIONS.
[Ij 6" SLOTTED P. V.C. SUBDRAIN (AS7M D-3034), 3" MIN. FROM BOTTOM. [±] OUTLET CONTROL STRUCTURE WITT--/ GRATED TOP.
~ ORIFICE PLATE.
@] OUTLET PIPE.
[Ij SUBDRAIN CLEANOUT PER SDRSD SC-01. RIM = F.G. + 0.6' [fil INSTALL WELL AGED SHREDDED HARDWOOD MULCH TT-IA T HAS BEEN STOCKPILED OR STORED FOR AT LEAST 12 MONTT--1S. MULCH MUST BE NON-FLOATING.
1n7 FILTER COURSE TO BE 3" CLEAN AND WASHED SAND (AS7M NO. 33) ~ OVER 3" LA YER OF ASTM NO. 8 STONE.
[!QI SOIL MEDIA, INFILTRATION = (BSM SPECIF/CATION PER APPENDIX G OF COUNTY OF SAN DIEGO L.I.D. HANDBOOK JUNE 2014)
PER COUNTY OF SAN DIEGO L.I.D. HANDBOOK:
SANDY LOAM
BSM
COMPOSITION SAND SAND SILT CLAY COMPOST
VOLUME 65% 20% 15%
WEIGHT 75-80% 10% MAX. 3% MAX. 9% MAX.1
9% COMPOST BY WEIGHT RESULTS IN APPROX/MA TEL Y 5% ORGANIC MATTER BY WEIGHT.
SCALE: 1" = 20'(H), 1" = 4'(V)
SEE SHEET 2
[TI] AGGREGATE STORAGE LA YER ASTM NO. 57 ROCK.
r,;;i 2-SACK SLURRY BACKFIU AROUND STORM DRAIN LINE, PIPE ZONE. ~ SLURRY BACKFILL TO START AT STORM DRAIN BOX AND EXTEND AT LEAST 5 FEET BEYOND LINER.
~ SEAL PVC LINER AROUND PIPES:
USE A PIPE BOOT AND PVC SKIRT TO SEAL ALL LINER PENETRATIONS FOR
PIPES, PVC SKIRT SHOULD BE SEALED TO TT-IE PARENT LINER PER MANUFACTURER'S RECOMMENDATIONS (TYPICALLY A WEDGE WELDER). TT-IE
PIPE BOOT SLEEVE SHOULD BE ATTACHED TO TT-IE PIPE USING BUTYL TAPE AND STAINLESS STEEL BAND CLAMP.
A UACH THE LINER TO CONCRETE STRUCTURES:
1. PREPARE A PVC SKIRT FOR CONCRETE STRUCTURE.
2. ATTACHED TT-IE LINER TO TT-IE CONCRETE STRUCTURE USING A STAINLESS STEEL BATTEN STRIP. ALSO ADHERE TT-IE LINER TO TT-IE CONCRETE USING
A WATER PROOF ADHESIVE PER TT-IE MANUFACTURE'S RECOMMENDATIONS (TYPICALLY A POL YURETT--IANE).
3. TT-IE PVC SKIRT TO BE SEALED TO TT-IE PARENT LINER PER MANUFACTURER'S RECOMMENDATIONS (TYPICALLY A WEDGE WELDER). !El EMBED LINER 12" VERTICAL.
Prepared By,
SB&O INC.
Address1----,3""9~9;=-0,,;,R;,=U,,,FFi;,c/N~Rii'Q+.,A,,,D,~SU7 /-.c;TE~12,o;O.--- SAN DIEGO, CALIFORNIA 92123
Phone 11,~(~85=8~)_5=6~0_-~1~14~1 _______ _
Project Address,
943 BARHAM DRIVE
SAN MARCOS CA.
Revision 14~-------
Revlslon 13~-------
Revlslon 12~--------Revlslon 11, ________ _
Revision 101 ________ _
Revision 91 ________ _
Revision 81 ________ _
Revision 71 ________ _
Revision 61 ________ _
Revision 51 ________ _
PLANNING ENGINEERING SURVEYING Project NoP1e1
Revision 41 __ ..a,4'--.... 2 ... l-~2 .... t ___ _
Revision 3• __ .,<2.=.r,1.'i..c::..2:..1 ___ _ 3990 Ruffin Road, Suite 1 20 San Diego, Ca. 921 23
858-560-1 1 41
85B-560-B1 57 Fax
J :;;tA;&RL;: 68547 DATE
943 BARHAM DRIVE
Sheet Title,
DETAILS/SITE SECVONSITYPICAL
SECTIONS
Revision 2, --~72_-~2-8_--20~--
Revlslon 1, --~70~-~J~0_-_20~---
□ rlglnol Dot=--_7_-_2_-_2o ____ _
Sheet 3 f 10 o ____ _
75050.15
Plotted: 4/23/2021 10:38 AM D:\75051 BARHAM DRIVE\03 DWG\TM\75052TM04.DWG - kclippinger 5-3-21
S.M.H.
(47.4±) RIM
(41.0±) Ii.
STAT£ HIGHWAY ROUT£
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D-16 PIPE INLET TYPE-"A"
0 LIGHT ? :;
,r,(49.39) GR., (46.62) fi. PB IRRIG. HHg~ · ,0S'. ~
TERIM 18" S.D. WITH '
\ \ ~ CONCRETE ARCH PER
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EX. LOT LINE
CENTERLINE
RIGHT-OF-WAY LINE
EASEMENT LINE
BUILDING
BARBED WIRE FENCE
CHAIN LINK FENCE
CURB
EDGE OF CONCRETE
BUILDING CANOPY
EDGE OF PAVEMENT
RETAINING WALL
GAS LINE
SEWER LINE
STORM DRAIN LINE
WATER LINE
WATER VALVE
MANHOLE
SIGN
EASEMENT ITEM NO.
£AS£M£NT NOTES
SYMBOL
I I I I I I I I
x-
----"--"--
-G------
---S---S-
-SD------
---W---W-
@MH
q
®
f'.4\ IND/CA TES EXIST. WATER EASEMENT AND EMERGENCY ACCESS EASEMENT \!:,,/ PER DOCUMENT REC. 12-17-2001 AS DOC. NO. 2001-0925760, D.R. ® IND/CA TES EXIST. EASEMENT FOR PUBLIC INTERIM SLOPE AND APPURTENANCES PER DOCUMENT REC. 7-24-2012 AS DOC. NO.
2012-0429406, D.R. TO BE ABANDONED
IND/CA TES EXIST. EASEMENT FOR GENERAL UTILITY AND MUNICIPAL ACCESS PER DOCUMENT REC. 7-22-2004 AS DOC. NO. 2004-0688351. 690) ==---======----~ •
u z (695)
,.,,..----(705)
710)
(715)
(720)
(700)----./
,6
-
PLANNING ENGINEERING SURVEYING
3880 Ruffin Road, Suite 1 20
San Diego, Ca. 82123
85&560-1141
85&560-81 57 Fax
/i.ARON PA#KER P.E. 68547 DA TE
Prepo.recl By,
SB&O INC.
Aclclress1......;3~9;:,c9,!-0,,,,R;,!U"'FFi;,,IN~R;.;,O:;,.A~Dl,;,, .:;;S7Ufc:.,TE~1;;;20.---__ SAN DIEGO, CALIFORNIA 92123
Phone #,__.(.:::8::c:58::.,)_;5::.:6~0:....-..:.1.:...14:.:.1 _______ _ Project Aclclress,
943 BARHAM DRIVE
SAN MARCOS CA.
Project No.Me•
943 BARHAM DRIVE
Sheet Title,
EXISTING CONDITIONS
Revision 14.__ _______ _
Revision 13.__ _______ _
Revision 12.__ _______ _
Revision 11, ________ _
Revision 101 ________ _
Revision 9• ________ _
Revision 8• ________ _
Revision 7• ________ _
Revision 61 ________ _
Revision 5• ________ _
Revision 4• __ ..,.4:=.....23,=,.7'-'-1 ___ _
Revision 3• __ _....2=.....15=...2..._1 ___ _
Revision 2• __ 1u2~28..=..2,-Q'----
Revlslon 11 __ 1...,.Q=--.3,._Q-_.2.,.Q'-----
□rlglno.l Do. t=.._7_-_2_-_2_0 ___ _
Sheet 4 of __ ....:1-=.0 __
75050.15
Plotted: 4/28/2021 3:23 PM D:\75051 BARHAM DRIVE\03 DWG\TM\75052TM05.DWG - rpowell 5-3-21
---- --
ii
ii
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iiAP 14710
--
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TENTATIVE SUBDIVISION MAP SP20·0002 SHEET 5 OF 10
LEGEND
VEHICLE ACCESS
FIRE LANE
ACCESSIBLE PA TH
OF TRAVEL
FIRE HYDRANT
"VISITABLE UNIT/
HANDICAP PARKING
STALL
PLANNING ENGINEERING SURVEYING
3990 Ruffin Road, Suite 1 20
San Diego, Ca. 921 23
858-560-1 1 41
85B-560-B1 57 Fax
Aa ~ ~L;:68547 DATE
•
I I
........... .......... ...........
• • • •
GRAPHIC SCALE
- ------- ------- - - ------40
Prepared By,
SB&O INC.
Address,~3"'9~970-R,.,UFFi-/N~R;.;Qc;,A=iD~,"'S"'U,.cl-'-iTE~1~2~0 __ _ SAN DIEGO, CALIFORNIA 92123 Phone 11,_(~8~5~8~)_5~6~0~--1~1~4~1 ________ _
Project Address,
943 BARHAM DRIVE
SAN MARCOS CA.
Project NaP1e1
943 BARHAM DRIVE
Sheet Title,
AREA CIRCULATION PLAN/
FIRE DEPARTMENT PLAN
0 40 BO 120
Revision 14'---------
Revlslon 13<----------
Revlslon 12'-----------Revlslon 11, ___________ _
Revision 10, __________ _
Revision 91 __________ _
Revision 81 __________ _
Revision 71 ___________ _
Revision 61 ___________ _
Revision s, ___________ _
Revision 41 -----'4"-...... 2 .. 1 ... -.. 2__.1...._ ___ _ Revision 3• __ _.2=1c.5=..2'"1'-----
Revlslon 2, --~72~--Z'"'8~-~z~o ___ _
Revision 1, 10-.30-20
Original Dat=--_7_-_2_-_2_o ____ _
Sheet 5 f 10 0 -------
75050.15
Plotted: 4/28/2021 3:24 PM D:\75051 BARHAM DRIVE\03 DWG\TM\75052TM06.DWG - rpowell 5-3-21
n n _ n __ n _ n _ n __ n __ n __ n __ n __ n __ n __ n __ n __ n __ .,_., __ jt_ _ __n_ _ _n__JL__Jl_ _ __n_ __ _.'l._ _ _."-. _ _.n GRACE
CJ-JURCJ-1
UTILITY NOTES
Ci) PROPOSED 4" P.V.C. WAJER (PRIVAJE).
Q) PROPOSED 8" P. V. C. RRE (PR/VA 1E).
Q) PROPOSED S.M.H. (PUBLIC)
© PROPOSED 6" AND 8" P.V.C. SEWER (PRIVA1E).
Q) PROPOSED S.M.H. (PR/VA 1E)
© PROPOSED SEWER CLEANOUT. (PR/VA TE)
(D PROPOSED 8" P.V.C. WAJER (R.M.W.D. PUBLIC).
® CONNECT TO EXIST. V. W.D. 8"" PUBLIC SEWER.
Q) CONNECT TO EXIST R.M. W.D. 8" D.I.P. PER DWG. /P-4625. @ CONNECT 8' V. W.D. Fl.OW MEJER (IN VAULT) W/7H REMOJE MONITOR AND SCADA SYSJEM TO EXIST V. W.D. 10" A.C.P. PER DWG. 2534-45 @ 10" TEE W/7H 8" REDUCER
@ PROPOSED 6" P.V.C. WAJER (PRIVA7E).
@ PROPOSED 8" P. V. C. SEWER (PR/VA 1E).
@ PROPOSED STREET TREE.
@ 4" DOMESTIC MASJER MEJER AND 4" BACKFLOW PER R.M.W.D. W-3. @ 8" FIRE DCDA (PRIVAJE RRE SYS1EM) PER R.M.W.D. W-7.
\
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BEGIN RETAINING
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TENTATIVE SUBDIVISION MAP SP20·0002 SHEET 6 OF 10
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60'
PLANNING ENGINEERING SURVEYING
3990 Ruffin Road, Suite 1 20
San Diego, Ca. 921 23
858-560-1 1 41
85B-560-B1 57 Fax
AARON PAR~ER P.E. 68547 DAJE
0>
"
• • • • • .II, •
•. ·-• - ~l_..
Prepared By, .JO
SB&O INC.
Address1----,.J""9~9;=-0,,;,R;,=U,,,FFi;,c/N~Rii'Q+.,A,,,D,~SU7 /-.c;7E~12,o;O.---SAN DIEGO, CALIFORNIA 9212.J Phone 11,~(~85=8~)_5=6~0_-~1~14~1 _______ _
Project Address,
94.J BARHAM DRIVE
SAN MARCOS CA.
Project NoP1e1
94.J BARHAM DRIVE
Sheet Title,
HORIZONTAL CONTROL AND unLlnES
PLANS
"- "--"--"--"
TAINING
~~~er -
;BOUNDARY
TYP.)
1:i-- .. .,,..-"
r-.1 . . W. 7ER R .
GRAPHIC SCALE
--'
0 .JO 60 90
Revision 14~-------
Revlslon 13~-------
Revlslon 12~--------Revlslon 11, ________ _
Revision 10, ________ _
Revision 91 ________ _
Revision 81 ________ _
Revision 71 ________ _
Revision 61 ________ _
Revision s, ________ _
Revision 41 __ ..a,4c...-... 2 ... l-~2 .... t ___ _
Revision 31 ---"'2,=.,,1.'i..c::..2:..i1 ___ _
Revision 2, --~72_-~2-8_--20~--
Revlslon 1, --~70~-~J~0_-_20~---
□ rlglnol Dat 7- 2- 20
Sheet __ 6 ___ of 10
75050.15
Plotted: 4/23/2021 11:01 AM D:\75051 BARHAM DRIVE\03 DWG\TM\75052TM07.DWG - rpowell 5-3-21
UTILITY NOTES
(D PROPOSED 4• P. v.c. WATER (PRIVATE).
(f) PROPOSED 8" P. V.C. FIRE (PR/VA TE).
Q) PROPOSED S.M.H. (PUBLIC)
\ -,J>
\
\
G) PROPOSED 6" AND 8" P. V. C. SEWER (PR/VA TE).
® PROPOSED S.M.H. (PR/VA TE)
@ PROPOSED SEWER CLEANOUT. (PR/VA TE)
(I) PROPOSED 8" P. V.C. WATER (R.M. W.D. PUBLIC).
® CONNECT TO EXIST. V. W.D. 8"" PUBLIC SEWER.
(D CONNECT TO EXIST R.M. W.D. 8" D.I.P. PER DWG. /P-4625. @ CONNECT 8' V. W.D. FLOW METER (IN VAULT) WITH REMOTE MONITOR AND SCADA SYSTEM TO EXIST V.W.D. 10" A.C.P. PER DWG. 2534-45 @ 10" TEE WITH 8" REDUCER
@PROPOSED 6" P. V.C. WATER (PRIVATE).
@) PROPOSED 8" P. V. C. SEWER (PR/VA TE).
@ PROPOSED STREET TREE.
@ 4• DOMESnc MASTER METER AND 4• BACKFLOW PER R.M.W.D.
@) 8" FIRE DCDA (PR/VA TE FIRE SYSTEM) PER R.M. W.D. W-7.
W-J.
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TENTATIVE SUBDIVISION MAP SP20·0002 SHEET 7 OF 10
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f----'\----------------------------434.9-----------------------------i
PLANNING ENGINEERING SURVEYING
3990 Ruffin Road, Suite 1 20
San Diego, Ca. 921 23
858-560-1 1 41
85B-560-B1 57 Fax
A/47:1Rf;l:.;:8547 DATE
Preporecl By, JO
SB&O INC.
Aclclress1----,J""9~9;=-0,,;,R;,=U,,,FFi;,c/N~Rii'Q+.,A,,,D,~SU7 /-.c;TE~12,o;O.--- SAN DIEGO, CALIFORNIA 92123
Phone 11,~(~85=8~)_5=6~0_-~1'--14'-1 _______ _
Project Aclclress1
943 BARHAM DRIVE
SAN MARCOS CA.
Project NoP1e1
943 BARHAM DRIVE
Sheet Title,
HORIZONTAL CONTROL AND unLlnES
PLANS
0 GRAPHIC SCALE
JO 60 90
Revision 14~-------
Revlslon 13~-------
Revlslon 12~--------Revlslon 111 ________ _
Revision 101 ________ _
Revision 91 ________ _
Revision 81 ________ _
Revision 71 ________ _
Revision 61 ________ _
Revision 51 ________ _
Revision 41 ---"4'--- .... 2 ... l-~2 .... t ___ _
Revision 31 __ _,t;2.=.r,1.'i..c::.o2:..t1 ___ _
Revision 21 --~72_-~2-8_--20~--
Revlslon 1, --~70~-~J~0_-_20~---
□ rlglnol Dat.,.__7_-_2_-_2o ____ _
Sheet 7 of 10
75050.15
Plotted: 4/28/2021 3:27 PM D:\75051 BARHAM DRIVE\03 DWG\TM\75052TM08.DWG - rpowell 5-3-21
TENTATIVE SUBDIVISION MAP SP20·0002 SHEET 8 OF 10
(jbV' 06"'--- ·. (jO I•' 6 I•" (i'/ ··
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STORM DRAIN NOTES
[I]
0 0
0 CONNECT TO EXISTING STORM DRAIN.
PROPOSED STREET TREE BMP.
PROPOSED PR/VA TE 12" H.D.P.E:. STORM DRAIN.
PROPOSED PRIVATE 18" H.D.P.E. STORM DRAIN.
@J PROPOSED CURB OUTLET.
@]
0 ~
@]
I@
[TI]
~
~
PROPOSED TYPE "F" CATCH BASIN.
PROPOSED BASIN OUTLET CONTROL STRUCTURE.
PROPOSED STORM DRAIN CLEANOUT (SDCO).
PROPOSED STORM DRAIN CURB INLET.
PROPOSED CONG. BROW DITCH, D-75, TYPE B
PROPOSED OVERFLOW SPILLWAY.
PROPOSED STORM DRAIN HEADWALL.
PROPOSED 8" PERFORATED CANYON DRAIN PER
SOILS REPORT RECOMMENDATION.
85.5'
4" STE:P
(TYP.)
I
: .,...--TOP OF SLOPE
' (TYP.)
I
--._\__ l7.6'
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3 NOTE:
ALL SLOPES ARE 2: 1 MAX UNLESS OTHERWISE
NOTED. SEE LANDSCAPE PLANS FOR SLOPE
PLANTING.
Prepared By,
NoMe, SB&O INC.
30 Adclress, 3990 RUFFIN ROAD, SUITE 120
SAN DIEGO, CALIFORNIA 92123
Phone #1 l8582 560-1141
&O ~
Project Aclclress,
943 BARHAM DRIVE
SAN MARCOS CA.
PLANNING ENGINEERING SURVEYING Project N0Me1
3990 Ruffin Road, Suite 1 20 943 BARHAM DRIVE
San Diego. Ca. 921 23
858-560-1 1 41
85B-560-B1 57 Fax
Sheet Title,
d~tV
GRADING AND STORM DRAIN PLANS
AARON PAR~ER P.E. 68547 DATE
+
GRAPHIC SCALE
0 30 60
Revision 14
Revision 13
Revision 12
Revision 111
Revision 10,
Revision 91
Revision 81
Revision 71
Revision 61
Revision 51
Revision 41 ~-2l-21
Revision 31 2 11:i 21
Revision 21 12-2l1.-2Q
Revision 1, 1Q-.JQ-2Q
Original Dot 7-2-20
Sheet 8 of
90 10
75050.15
Plotted: 4/23/2021 11:28 AM D:\75051 BARHAM DRIVE\03 DWG\TM\75052TM09.DWG - rpowell 5-3-21
EX/ '
.. TO REMAIN I CE.
FILL TO BE PLACED
AGAINST FACE OF WAL
~ \ 1\ \\\ ~-~~!!'.SC~
· - -- . REQUIRED
·~~l~~BOUARD
~~:~:~~o:N;~:p~~~~N
STORM DRAIN NOTES
IT] CONNECT TO EXISTING STORM DRAIN.
II] PROPOSED STREET TREE BMP.
0 [±]
PROPOSED PRIVATE 12" H.D.P.E. STORM DRAIN.
PROPOSED PR/VA TE 18" H.D.P.E. STORM DRAIN.
@J PROPOSED CURB OUTLET.
[I) PROPOSED TYPE "F" CATCH BASIN.
[I) PROPOSED BASIN OUTLET CONTROL STRUCTURE.
[I) PROPOSED STORM DRAIN CLEANOUT (SDCO).
~ PROPOSED STORM DRAIN CURB INLET.
I!£] PROPOSED CONC. BROW DITCH, D-75, TYPE B
[IT] PROPOSED OVERFLOW SPILLWAY.
~
~
PROPOSED STORM DRAIN HEADWALL.
PROPOSED 8" PERFORATED CANYON DRAIN PER
SOILS REPORT RECOMMENDATION.
CONSTRUCT/ON NOTES
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0 MEDIAN PER LANDSCAPE: PLANS
'
SEE SHEET
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PLANTING.
-. . \
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TENTATIVE SUBDIVISION MAP SP20·0002 SHEET 9 OF 10
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GRAPHIC SCALE
PLANNING ENGINEERING SURVEYING
3990 Ruffin Road, Suite 1 20
San Diego. Ca. 921 23
858-560-1 1 41
85B-560-B1 57 Fax
Prepared By, .JO 0
SB&O INC.
Address,~3"'9~9 70-R,.,UFFi-/N'-""'Ri-iQc;,A=iD~,"'S"'Ui-'-l-'-iTE~1~2~0 __ _ SAN DIEGO, CALIFORNIA 9212.J
Phone 11,_(~8~5~8~)_5~6~0~--1~1~4~1 ________ _
Project Address,
94.J BARHAM DRIVE
SAN MARCOS CA.
Project NoP1e1
94.J BARHAM DRIVE
Sheet Title,
.JO 60
Revision 14
Revision 13
Revision 12
Revision 11,
Revision 10,
Revision 9,
Revision 81
Revision 7,
Revision 61
Revision s,
Revision 41 4-23-21
Revision 3, 2 15 21
Revision 2, 12-28-20
Revision 1, 10-.30-20
Original Dot 7-2-20
90 AA&71Rf ~ 8547
GRADING AND STORM DRAIN PLANS Sheet 9 ______ of 10
DATE
75050.15
Plotted: 4/23/2021 12:10 PM D:\75051 BARHAM DRIVE\03 DWG\TM\75052TM10.DWG - rpowell 5-3-21
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TENTATIVE SUBDIVISION MAP SP20·0002 SHEET 10 OF 10
PLANNING ENGINEERING SURVEYING
3990 Ruffin Road, Suite 1 20
San Diego, Ca. 921 23
858-560-1 1 41
85B-560-B1 57 Fax
AMd ~ v
-x:liia N PAR ER P.E. 68547 DATE
LEGEND G ◄ ,S,O,A,
QESCRIPTIQN $!M«M!'2 SYMBQL
DIRECTTON OF DRAINAGE
STABILIZED SLOPES WITH SOIL BINDER EC-4 1 · . · . · . ,., ,., I STABILIZED CONSTRUCTTON ENTRY TC-1
™
SILT FENCE SE-1 --0-----0--
GRA \IEL BAGS (SINGLE ROW) I I I I I I I I I I
INLET PROTECTTON SE-10
0 FIBER ROLL SE-5 co:xxxx:ccco:x:o::o
STORM DRAIN --------
PERFORATED CANYON DRAIN
STORM DRAIN CLEANOUT - -
• CONCRETE WASHOUT WM-8 ICWI
• MATERIAL STORAGE AREA WM-1 IMS I
• SANITARY FACILITTES WM-9 I TF I
• WASTE STORAGE AREA WM-5 I T I
• SOIL STOCKPILE WM-3 [SSJ
• LANDSCAPE STOCKPILE WM-3 [IS]
• EROSION CONTROL STOCKPILE WM-1 [KJ
• MATERIAL STOCKPILE WM-1 [Ms]
• FUELING AREA WS-9 ITAJ
• VEHICLE MAINTENANCE NS-10 DtMJ
• VEHICLE PARKING D£J
• EQUIPMENT STORAGE ITsJ
• HAZARDOUS MATERIAL STORAGE WM-6 [BM]
• CLEANUP MATERIALS ITMJ
CONSTRUCTTON TRAILER 1><1
NOTICE
EFFECTT\IE SOIL COVER MUST BE EMPLOYED FOR INACTT\IE AREAS WHICH
INCLUDES ALL FINISHED SLOPES, OPEN SPACE, UTTLITY BACKFILL, AND COMPLETED PADS. INACTT\IE AREAS OF CONSTRUCTTON ARE AREAS THAT HA \IE BEEN DISTURBED AND ARE NOT SCHEDULED TO BE
RE-DISTURBED FOR AT LEAST 14 DAYS.
GRAPHIC SCALE
- ------- ------- - - ------40
Prepared By,
58&0 INC.
Address1--,3"'°99'i-i'O-RUa,.FFi-i<'/~N,,cRi-f'Q,,;A~D,""Sii-'U,'-'/TE~1~2~0 __ SAN DIEGO, CALIFORNIA 92123
Phone 11,~(8~5=8~) ~5=60~-~1~14~1 ______ _
Project Address,
943 BARHAM DRIVE
SAN MARCOS CA.
Project NaP1e1
943 BARHAM DRIVE
Sheet Title,
EROSION CONTROL PLAN
0 40 80 120
Revision 14~------
Revlslon 13~------
Revlslon 12~-------Revlslon 11, _______ _
Revision 10, _______ _
Revision 91 _______ _
Revision 81 _______ _
Revision 71 _______ _
Revision 61 _______ _
Revision 51 _______ _
Revision 41 __ 4=-.... 2 ... 1_-._.21..__ __ _
Revision 31 --"""2 ::.J!'-"'5=-2"-'1'-----
Revlslon 2, -~7-Z-~Z.,,8~--Z~Q __ _
Revision 1, -~l~Q-~J~O~--Z~O __ _
Original Dat=-_7-_2_-_2o ___ _
Sheet lO f 10 o ____ _
75050.15
Formal City Submittal 1
Formal City Submittal 2
Submittal Log
07/02/2020
11/03/2020
2019328 | 09-23-2021
Hallmark Communities
Contact: Mariana McGrain
740 Lomas Santa Fe Dr, Suite 204, Solana Beach, CA 92075 858.481.3310 | www.hallmarkcommunities.com
WHA. Architects . Planners . Designers .
Contact: Nick Manea
2850 Redhill Ave, Suite 200 Santa Ana, CA 92705
949.250.0607 | www.WHAinc.com
SB & O Inc.
Contact: Aaron Parker
3990 Ruffin Rd. Suite 120,
San Diego, CA 92123
858.560.1141 | www.sboinc.com
GMP
Contact: John Patterson
4010 Sorrento Valley Blvd., Suite 200, San Diego, CA 92121 909.484.2800 | www.gmplandarch.com
943 E. Barham Dr. San Marcos, CA
Note: Artist’s conception; colors, materials, application, and landscape treatment may vary.
Design Review Project No.: SP20-0002
Table of Contents
Architecture
Conceptual Perspective Rendering
......................................R-1
Conceptual P
erspective Rendering ......................................R-2 Conceptual Site Plan ........................................................ SP -1
3-Plex Townhomes | Conceptual Floor Plans ......................A-1 3-Plex T
ownhomes | Conceptual Elevations .......................A-2 7-Plex T
ownhomes | Conceptual Floor Plans ......................A-3 7-Plex T
ownhomes | Conceptual Floor Plans ......................A-4 7-Plex Townhomes | Conceptual Elevations .......................A-5 7-Plex Townhomes | Conceptual Elevations (Alter
nate) ...A-5.1
R
ecreation Building | Concepual Floor Plans ......................A-6 R
ecreation Building | Conceptual Elevations .......................A-7 Conceptual Color and Materials .......................................CM-1 Conceptual Color and Materials .......................................CM-2 Formal City Submittal 3 02/16/2021
Formal City Submittal 4 05/13/2021
Formal City Submittal 4 09/23/2021
ARCHITECTS . PLANNERS • DESIGNERS
ORANGE COUNTY. LOS ANGELES. BAY AREA
•
u
2 SB
PLANNING ENGINEERING SURVEYIN~
.~ gmp
943 E. Barham Dr.
San MarcoS, ca
0 4 8 16
© 2021 WILLIaM HEZMaLHaLcH arcHITEcTS, Inc. DBa WHa. | 2019328 | 09-23-21 R-1
Design review submittal
Conceptual Perspective Renderings
View from Barham Dr. - Perspective 1
Note: Artist’s conception; colors, materials
and application may vary
.
ARCHITECTS • PLANNERS • DESIGNERS
ORANGE COUNTY. LOS ANGELES. BAY AREA
943 E. Barham Dr.
San MarcoS, ca
0 4 8 16
© 2021 WILLIaM HEZMaLHaLcH arcHITEcTS, Inc. DBa WHa. | 2019328 | 09-23-21 R-2
Design review submittal
Conceptual Perspective Renderings
View from Barham Dr. - Perspective 2
Note: Artist’s conception; colors, materials
and application may vary
.
ARCHITECTS • PLANNERS • DESIGNERS
ORANGE COUNTY. LOS ANGELES. BAY AREA
943 E. Barham Dr.
San MarcoS, ca
© 2021 WILLIaM HEZMaLHaLcH arcHITEcTS, Inc. DBa WHa. | 2019328 | 09-23-21 SP-1
Design review submittal
0 25 50 100
Conceptual Site Plan
Plan Type Garage Standard Plan Type Garage Standard
3 2-car 20’0” x 20’0” 1 1-car 12’0” x 20’0”
4A 2-car 20’0” x 20’0” 2 2-car 20’0” x 20’0”
6D 2-car 20’0” x 20’0” 4B 2-car 20’0” x 20’0”
5 2-car 20’0” x 20’0”
6A 2-car 20’0” x 20’0”
6B 2-car 20’0” x 20’0”
6C 2-car 20’0” x 20’0”
Total Garage Spaces Provided 283
3-Plex Bldg. Garage Standards 7-Plex Bldg. Garage Standards Required Parking Ratio Required Parking Spaces
1.5 spaces per 1 BR unit
2 spaces per 2+ BR unit 293
1 guest space per 3 DUs 50
Total Parking Required 342
Parking Provided
Open Guest Spaces (non-ADA) 44
Assigned Spaces 10
Compact Spaces 5
Post Office Space 1
ADA Spaces 3
Electric Vehicle Charging Spaces 3
Total Project Parking Provided 349
Total Garage Spaces 283
Total Guest Parking 56
Total Assigned Spaces 10
BARHAM
l 7 15• 2,l), ·32•10"
~ ~ I_,._ L-_._-_i ~~--1_
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Central Rec. Bldg __
• + 1,680 SF
• Kitchen, Living, Dining, California Room,
Pato, Restrooms, Storage
\ \ \_ / ;;:;,ALC
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2 & 3-Story 7 Plex ~I -~
• Plan 1: + 858 SF, 1 Bedroom, 1.5 Bath
• Plan 2: + 1,364 SF, 2 Bedroom, 2.5 Bath
• Plan 4B: + 1,705 SF, 3 Bedroom, 2.5 Bath, Office
\
• Plan 5: + 1,801 SF, 3 Bedroom, 2.5 Bath, Den
• Plan 6A: + 1,667 SF, 3 Bedroom, 2.5 Bath
• Plan 6B: + 1,898 SF, 4 Bedroom, 3.5 Bath
• Plan 6C: + 2,126 SF, 3 Bedroom, 2.5 Bath, Suite
Emergency Vehicle Access only ----
typical
3-Story 3 Plex '~-
• Plan 3: + 1,573 SF, 2 Bedroom, 3 Bath, Loft, Opt. Bed 3 • Plan 4A: + 1,650 SF, 3 Bedroom, 2.5 Bath
• Plan 6D: + 1,935 SF, 4 Bedroom, 3.5 Bath
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Project Summary
Total Site Area: + 10.55 Acres
Total Units: 151 Homes
• (19) Plan 1: + 858 SF, 1 Bedroom, 1.5 Bath
• (19) Plan 2: + 1,364 SF, 2 Bedroom, 2.5 Bath
• (6) Plan 3: + 1,573 SF, 2 Bedroom, 3 Bath, Loft, Opt. Bed 3 • (6) Plan 4A: + 1,650 SF, 3 Bedroom, 2.5 Bath
• (19) Plan 4B: + 1,705 SF, 3 Bedroom, 2.5 Bath, Office • (19) Plan 5: + 1,801 SF, 3 Bedroom, 2.5 Bath, Den
• (19) Plan 6A: + 1,667 SF, 3 Bedroom, 2.5 Bath
• (19) Plan 6B: + 1,898 SF, 4 Bedroom, 3.5 Bath
• (19) Plan 6C: + 2,126 SF, 3 Bedroom, 2.5 Bath, Suite
• (6) Plan 6D: + 1,935 SF, 4 Bedroom, 3.5 Bath
Density: 14.3 Homes per Acre
Common Open Space wit h Grades l ess tha n 10%
Recreational Areas (Tot•Lot and Open Play)
Private Open Space Patios/Decks
FRONT PL
SIDE YARD
REAR YARD
Open Space Requirement
SETBBACKS
Required
37,010 SF
2,400 SF
25,150 SF
35 FT
10 FT
10 FT
Provided
64,913 SF
10,742 SF
26,390 SF
3-Plex Bldg, Garagl! Smndards 7-Plex Bh:lg, Garage Slrandards ~iall'il Type Garage Standard Plan Type Garage Siancard !ReqU1imdl IPairlldng !Ratio
1,5 spaces per 1 BR unit
2 spaces p:slf" 2+ 181R L11rt!1t
1 guest space per 3 DUs
Total Parking Re~uiced
Pairlld1n1g IPmvlC:edl
Total Garage Spaoes Provided
Open Geest Sl)llCOS (non-ADA)
/\ssigned Spaces
Compact Spaces
P""1 Oi'i"oe Spaoe
ADA Spaces
Electric 1/eiicle C~acging Spaces
Total Garage Spaoas
Total Gaesl Parking
Total /\ssl~ed Sl)llCOS
Total Projoolt Parl<ing Prllllidoo
Requiroc Parl<ing S[Paoos
293
50 342
283
56 ~o
349
Notes:
1. Site plan is for conceptual purposes only.
2. Site plan must be reviewed by planning, building, and fire departments for code compliance.
3. Base information per civil engineer.
4. Civil engineer to verify all setbacks and grading information
5. Building Footprints might change due to lhe fi nal design elevation slyle.
6. Open space area is subject to change due to the balcony design of the elevation.
7. Building setbacks are measured from property lines lo building foundation lines.
ARCHITECTS • PLANNERS • DESIGNERS
ORANGE COUNTY. LOS ANGELES. BAY AREA
943 E. Barham Dr.
San MarcoS, ca
0 4 8 16
© 2021 WILLIaM HEZMaLHaLcH arcHITEcTS, Inc. DBa WHa. | 2019328 | 09-23-21 A-1
Design review submittal
Plan 4A
±1,650 SF
3 Bd / 2.5 Ba
Plan 3
±1,573 SF
2 Bd / 3 Ba / Loft /
Opt. Bd 3+Ba
Plan 6D
±1,935 SF
4 Bd / 3.5 Ba
OCCUPANCY: R2
CONSTRUCTION TYPE: VB
SPRINKLER SYSTEM:
Full 13
First Floor
Second FloorThird Floor
3 Plex AttACHeD HOMeS | Conceptual Floor Plans
Utility Cabinet
1. SQUARE FOOTAGE MAY VARY DUE TO METHOD OF
CALCUL
ATION
2. FLOOR PL
ANS WILL NEED FURTHER REFINEMENTS
TO REFLECT ELEVATION DESIGN
NOTE:
F II,
i!
- ,,,
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11'1
BEDROOM',?
L~~DRO(
,,
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M3
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I " I -
ARCHITECTS • PLANNERS • DESIGNERS
ORANGE COUNTY. LOS ANGELES. BAY AREA
943 E. Barham Dr.
San MarcoS, ca
0 4 8 16
© 2021 WILLIaM HEZMaLHaLcH arcHITEcTS, Inc. DBa WHa. | 2019328 | 09-23-21 A-2
Design review submittal
Rear
Front
Right
Left
3 Plex AttACHeD HOMeS | Conceptual elevations
Color Scheme 3 Shown, Refer to Sheet CM-2
Note: Artist’s conception; colors, materials
and application may vary
.
BuIlDInG MAteRIAl
Roof: "S" Tile
Exterior: Stucco Finish, Fiber Cement Siding, Masonry
Accent Windows: Stucco over Foam T
rim with Accent Color
Deck Accents: Fiber Cement Railing
Window & Door T
rim: Vinyl
Accents: Decorative Tiles
Entry Door
: Decorative Front Entr
y Door
Garage Door: Sectional Garage Doors
i.
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- ~ti!;.
:,J~./"'~•·"'·JI
. ' ' ' ,,
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........
T.O.P. -----
i
Finish Grade vanes Per Ctvil
ARCHITECTS , PLANNERS , DESIGNERS
ORANGE COUNTY. LOS ANGELES. BAY AREA
943 E. Barham Dr.
San MarcoS, ca
0 4 8 16
© 2021 WILLIaM HEZMaLHaLcH arcHITEcTS, Inc. DBa WHa. | 2019328 | 09-23-21 A-3
Design review submittal
Plan 6C
±2,126 SF
3 Bd / 2.5 Ba + Suite
Plan 6A
±1,667 SF
3 Bd / 2.5 Ba
Plan 6B (ADA unit)
±1,898 SF
4 Bd / 3.5 Ba
Plan 5
±1,801 SF
3 Bd / 2.5 Ba / Den
Plan 4B
±1,705 SF
3 Bd / 2.5 Ba / Office
Plan 2
±1,364 SF
2 Bd / 2.5 Ba
Plan 1 (ADA unit)
±858 SF
1 Bd / 1.5 Ba
Plan 6C
Plan 6A Plan 6B Plan 5 Plan 2 Plan 4B
Utility Cabinet
Second Floor
First Floor
OCCUPANCY: R2
CONSTRUCTION TYPE: VB
SPRINKLER SYSTEM:
Full 13
1. SQUARE FOOTAGE MAY VARY DUE TO METHOD OF
CALCUL
ATION
2. FLOOR PL
ANS WILL NEED FURTHER REFINEMENTS
TO REFLECT ELEVATION DESIGN
NOTE:
7 Plex AttACHeD HOMeS | Conceptual Floor Plans
•
PANTRY 1,
I
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II
II
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•
•
ARCHITECTS , PLANNERS , DESIGNERS
ORANGE COUNTY. LOS ANGELES. BAY AREA
943 E. Barham Dr.
San MarcoS, ca
0 4 8 16
© 2021 WILLIaM HEZMaLHaLcH arcHITEcTS, Inc. DBa WHa. | 2019328 | 09-23-21 A-4
Design review submittal
Plan 4B
Plan 5Plan 6BPlan 6A
Plan 6C
Third Floor
7 Plex AttACHeD HOMeS | Conceptual Floor Plans
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ARCHITECTS • PLANNERS • DESIGNERS
ORANGE COUNTY. LOS ANGELES. BAY AREA
943 E. Barham Dr.
San MarcoS, ca
0 4 8 16
© 2021 WILLIaM HEZMaLHaLcH arcHITEcTS, Inc. DBa WHa. | 2019328 | 09-23-21 A-5
Design review submittal
7 Plex AttACHeD HOMeS | Conceptual elevations
Rear
Front
Right
Left
Color Scheme 2 Shown, Refer to Sheet CM-1
Note: Artist’s conception; colors, materials
and application may vary
.
Alternate utility cabinet at
interior buildings
BuIlDInG MAteRIAl
Roof: "S" Tile
Exterior: Stucco Finish, Fiber Cement Siding, Masonry
Accent Windows: Stucco over Foam T
rim with Accent Color
Deck Accents: Fiber Cement Railing
Window & Door T
rim: Vinyl
Accents: Decorative Tiles
Entry Door
: Decorative Front Entr
y Door
Garage Door: Sectional Garage Doors
..
II I
~ .. .:~fill< - ___ . __ - - - --- - -- --- ,
I
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II
•
Finish Grade Varies Per Civil
ARCHITECTS • PLANNERS • DESIGNERS
ORANGE COUNTY. LOS ANGELES. BAY AREA
943 E. Barham Dr.
San MarcoS, ca
0 4 8 16
© 2021 WILLIaM HEZMaLHaLcH arcHITEcTS, Inc. DBa WHa. | 2019328 | 09-23-21 DEsign rEviEw suBmittal
A-5.1
7 Plex AttACHeD HOMeS | Conceptual elevations (Alternate) Rear
Front
Right
Left
Color Scheme 1 Shown, Refer to Sheet CM-1Alternate Elevation Facing Barham Dr.
Note: Artist’s conception; colors, materials
and application may vary
.
•
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f ' I
Fl11ish Grade Varies Per Civil
ARCHITECTS • PLANNERS • DESIGNERS
ORANGE COUNTY. LOS ANGELES. BAY AREA
943 E. Barham Dr.
San MarcoS, ca
© 2021 WILLIaM HEZMaLHaLcH arcHITEcTS, Inc. DBa WHa. | 2019328 | 09-23-21 A-6
Design review submittal
0 2 4 8
ReCReAtIOn BuIlDInG | Conceptual Floor Plan
OCCUPANCY: A
CONSTRUCTION TYPE: VB
SPRINKLER SYSTEM:
Full 13
±1,680 SF1. SQUARE FOOTAGE MAY VARY DUE TO METHOD OF
CALCUL
ATION
2. FLOOR PL
ANS WILL NEED FURTHER REFINEMENTS
TO REFLECT ELEVATION DESIGN
NOTE:
76'-0"
- 2050
1 FX 2050 FX
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aaoe
KITCHEN
18'-3" X 15'-0" ~-
I I I
'
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,-
---.--------------------~-~ I I ~-~-------------------~~---- Pl 11
rr
PATIO
18'-6" X 20'-5"
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2 !'-7" X 23'-1"
I
3050 FX 3050 FX
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I o r I 1 o I
•
ARCHITECTS • PLANNERS • DESIGNERS
ORANGE COUNTY. LOS ANGELES. BAY AREA
943 E. Barham Dr.
San MarcoS, ca
0 4 8 16
© 2021 WILLIaM HEZMaLHaLcH arcHITEcTS, Inc. DBa WHa. | 2019328 | 09-23-21 A-7
Design review submittal
ReCReAtIOn BuIlDInG | Conceptual elevations
Rear
Front
Right
Left
BuIlDInG MAteRIAl
Roof: "S" Tile
Exterior: Stucco Finish, Fiber Cement Siding, Masonry
Accent Windows: Stucco over Foam T
rim with Accent Color
Deck Accents: Fiber Cement Railing
Window & Door T
rim: Vinyl
Accents: Decorative Tiles
Entry Door
: Decorative Front Entr
y Door
Garage Door: Sectional Garage Doors
Color Scheme 4 Shown, Refer to Sheet CM-2
Note: Artist’s conception; colors, materials
and application may vary
.
,,.
>
. '
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I i
Iml Iml ImI
v.)•' ~ •'
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ARCHITECTS • PLANNERS • DESIGNERS
ORANGE COUNTY. LOS ANGELES. BAY AREA
943 E. Barham Dr.
San MarcoS, ca
0 4 8 16
© 2021 WILLIaM HEZMaLHaLcH arcHITEcTS, Inc. DBa WHa. | 2019328 | 09-23-21 CM-1
Design review submittal
Conceptual Color and Materials
EXTERIOR COLOR & MATERIALS BARHAM SITE
San Marcos, California
HALLMARK COMMUNITIES
July 2, 2020 | 2019328
For exact color refer to manufacturer actual samples.
© 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA
STUCCO #1 STUCCO #1STUCCO #2 STUCCO #2
ROOFING ROOFING
FASCIA
STUCCO TRIM
@ STUCCO #1
STUCCO TRIM
@ STUCCO #1
STUCCO TRIM
@ STUCCO #2
STUCCO TRIM
@ STUCCO #2
GARAGE DOORS GARAGE DOORS
WOOD RAILING WOOD RAILING
WOOD TRIM WOOD TRIM
UNIT
DOORS #1
UNIT
DOORS #1
UNIT
DOORS #2
UNIT
DOORS #2
DECORATIVE
METAL
DECORATIVE
METAL
DECORATIVE CERAMIC TILE DECORATIVE CERAMIC TILE
SCHEME 1 SCHEME 2
BRICK BRICK
FASCIA
BARHAM SITE
San Marcos, California
HALLMARK COMMUNITIES
June 25, 2020 | 2019328
PAGE 1 OF 4
Preliminary Exterior Color & Materials
SCHEME 1 TRIPLEX & 7-PLEX ELEVATIONS ONLY
Material Color Manufacturer
Roofing:
Concrete ‘S’ Tile
3605 San Benito Blend
Ref: .20 Emi: .92 A.SRI: 21
CRRC: 0918-0031
Eagle
Metal Bird Stop @ ‘S’ Tile (factory finish) Black Eagle Vinyl Windows (factory finish) TBD TBD
Gutters & Downspouts (factory finish) TBD TBD
Brick (standard raked joints) Smithsonian Boral
Mortar @ Brick TBD Orco
Stucco #1 (16/20 sand finish)
TBD
(Match to Sherwin Williams
SW 7008 Alabaster)
Omega
Stucco #2 (16/20 sand finish)
TBD
(Match to Sherwin Williams
SW 1015 Skyline Steel)
Omega
Trim Color #1 (applied to):
Barge Boards
Braces
Corbels
Eaves
Fascia
Garage Doors
Posts
Wood Railing
SW 7040
Smokehouse Sherwin Williams
Trim Color #2 (applied to):
Stucco Trim @ Stucco #1 SW 1015 Skyline Steel Sherwin Williams Trim Color #3 (applied to):
Stucco Trim @ Stucco #2 SW 7008 Alabaster Sherwin Williams Accent Color #1 (applied to):
Unit Doors SW 6061 Tanbark Sherwin Williams
Accent Color #2 (applied to):
Unit Doors SW 7068 Grizzle Gray Sherwin Williams
Decorative Metal SW 7048 Urbane Bronze Sherwin Williams Decorative Ceramic Tile SD 110-a Arto
Garage Door Weatherstrip (factory finish) Match Garage Door Color TBD NOTE: Notify WHA if any variation occurs between these
schemes and the construction documents prior to purchase.
Contact Judith Martinez (949) 250-0607.
© 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA
.
BARHAM SITE
San Marcos, California
HALLMARK COMMUNITIES
June 25, 2020 | 2019328
PAGE 2 OF 4
Preliminary Exterior Color & Materials
SCHEME 2 TRIPLEX & 7-PLEX ELEVATIONS ONLY
Material Color Manufacturer
Roofing:
Concrete ‘S’ Tile
3646 Sunset Blend
Ref: .16 Emi: .94 A.SRI: 17
CRRC: 0918-0042
Eagle
Metal Bird Stop @ ‘S’ Tile (factory finish) Black Eagle Vinyl Windows (factory finish) TBD TBD
Gutters & Downspouts (factory finish) TBD TBD
Brick (standard raked joints) Laredo Boral
Mortar @ Brick TBD Orco
Stucco #1 (16/20 sand finish)
TBD
(Match to Sherwin Williams
SW 7008 Alabaster)
Omega
Stucco #2 (16/20 sand finish)
TBD
(Match to Sherwin Williams
SW 7037 Balanced Beige)
Omega
Trim Color #1 (applied to):
Barge Boards
Braces
Corbels
Eaves
Fascia
Garage Doors
Posts
Wood Railing
SW 6082
Cobble Brown Sherwin Williams
Trim Color #2 (applied to):
Stucco Trim @ Stucco #1 SW 7037 Balanced Beige Sherwin Williams Trim Color #3 (applied to):
Stucco Trim @ Stucco #2 SW 7008 Alabaster Sherwin Williams Accent Color #1 (applied to):
Unit Doors SW 6243 Distance Sherwin Williams
Accent Color #2 (applied to):
Decorative Metal
Unit Doors
SW 7048 Urbane Bronze Sherwin Williams
Decorative Ceramic Tile SD 108-a Arto
Garage Door Weatherstrip (factory finish) Match Garage Door Color TBD NOTE: Notify WHA if any variation occurs between these
schemes and the construction documents prior to purchase.
Contact Judith Martinez (949) 250-0607.
© 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA
.
ARCHITECTS • PLANNERS • DESIGNERS
ORANGE COUNTY. LOS ANGELES. BAY AREA
943 E. Barham Dr.
San MarcoS, ca
0 4 8 16
© 2021 WILLIaM HEZMaLHaLcH arcHITEcTS, Inc. DBa WHa. | 2019328 | 09-23-21 CM-2
Design review submittal
Conceptual Color and Materials
EXTERIOR COLOR & MATERIALS BARHAM SITE
San Marcos, California
HALLMARK COMMUNITIES
July 2, 2020 | 2019328
For exact color refer to manufacturer actual samples.
© 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA
STUCCO #1 STUCCO #2
ROOFING ROOFING
FASCIA
STUCCO TRIM
@ STUCCO #1
STUCCO TRIM
@ STUCCO #2
GARAGE DOORS
WOOD RAILING
WOOD TRIM
UNIT
DOORS #1
UNIT
DOORS #2
DECORATIVE
METAL
BRICK
FASCIA
BRICK
DECORATIVE CERAMIC TILE DECORATIVE CERAMIC TILE
ENTRY
DOOR
STUCCO
TRIM
WOOD
TRIM
STUCCO
SCHEME 3
SCHEME 4 (REC CENTER ONLY)
BARHAM SITE
San Marcos, California
HALLMARK COMMUNITIES
June 25, 2020 | 2019328
PAGE 3 OF 4
Preliminary Exterior Color & Materials
SCHEME 3 TRIPLEX & 7-PLEX ELEVATIONS ONLY
Material Color Manufacturer
Roofing:
Concrete ‘S’ Tile
3645 Sunrise Blend
Ref: .18 Emi: .93 A.SRI: 22
CRRC: 0918-0030
Eagle
Metal Bird Stop @ ‘S’ Tile (factory finish) Black Eagle Vinyl Windows (factory finish) TBD TBD
Gutters & Downspouts (factory finish) TBD TBD
Brick (standard raked joints) Ortega Boral
Mortar @ Brick TBD Orco
Stucco #1 (16/20 sand finish)
TBD
(Match to Sherwin Williams
SW 7101 Futon)
Omega
Stucco #2 (16/20 sand finish)
TBD
(Match to Sherwin Williams
SW 7528 Windsor Greige)
Omega
Trim Color #1 (applied to):
Barge Boards
Braces
Corbels
Eaves
Fascia
Garage Doors
Posts
Wood Railing
SW 6089
Grounded Sherwin Williams
Trim Color #2 (applied to):
Stucco Trim @ Stucco #1 SW 7528 Windsor Greige Sherwin Williams Trim Color #3 (applied to):
Stucco Trim @ Stucco #2 SW 7101 Futon Sherwin Williams
Accent Color #1 (applied to):
Unit Doors SW 2837 Aurora Brown Sherwin Williams
Accent Color #2 (applied to):
Unit Doors SW 6202 Cast Iron Sherwin Williams
Decorative Metal SW 7048 Urbane Bronze Sherwin Williams Decorative Ceramic Tile SR 302 - a Arto
Garage Door Weatherstrip (factory finish) Match Garage Door Color TBD NOTE: Notify WHA if any variation occurs between these
schemes and the construction documents prior to purchase.
Contact Judith Martinez (949) 250-0607.
© 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA
.
BARHAM SITE
San Marcos, California
HALLMARK COMMUNITIES
June 25, 2020 | 2019328
PAGE 4 OF 4
Preliminary Exterior Color & Materials
SCHEME 4 RECREATION CENTER ONLY
Material Color Manufacturer
Roofing:
Concrete ‘S’ Tile
3605 San Benito Blend
Ref: .20 Emi: .92 A.SRI: 21
CRRC: 0918-0031
Eagle
Metal Bird Stop @ ‘S’ Tile (factory finish) Black Eagle Vinyl Windows (factory finish) TBD TBD
Gutters & Downspouts (factory finish) TBD TBD
Brick (standard raked joints) Smithsonian Boral
Mortar @ Brick TBD Orco
Stucco (16/20 sand finish)
TBD
(Match to Sherwin Williams
SW 7101 Futon)
Omega
Trim Color #1 (applied to):
Corbels
Eaves
Fascia
SW 7515
Homestead Brown Sherwin Williams
Trim Color #2 (applied to):
Stucco Trim SW 7547 Sandbar Sherwin Williams
Accent Color (applied to):
Entry Door SW 7048 Urbane Bronze
Garage Door Weatherstrip (factory finish) Match Garage Door Color TBD NOTE: Notify WHA if any variation occurs between these
schemes and the construction documents prior to purchase.
Contact Judith Martinez (949) 250-0607.
© 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA
.
ARCHITECTS • PLANNERS • DESIGNERS
ORANGE COUNTY. LOS ANGELES. BAY AREA
16'-0" x 8'-0" SECT. GAR. DOOR 8'-0" x 8'-0" SECT. GAR. DOOR 16'-0" x 8'-0" SECT. GAR. DOOR 30 SC80
16'-0" x 8'-0" SECT. GAR. DOOR16'-0" x 8'-0" SECT. GAR. DOOR 30 SC80
30 SC
80 16'-0" x 7'-0" SECT. GAR. DOOR
30 68
3050 SH 3050 SH
30 68
30 68 3068
30 68
16'-0" x 8'-0" SECT. GAR. DOOR
30 SC80
30 SC
80 3068
3068
3068
30 SC80
30 SC
80 30
SC
80 30
SC
80 30
SC
80 30
SC
80 30
SC
80 PLAN 6BPLAN 5
PLAN 6A
PLAN 6CPLAN 1
(ADA)
PLAN 4 PLAN 2
16'-0" x 8'-0" SECT. GAR. DOOR
30SC 80
16'-0" x 8'-0" SECT. GAR. DOOR
30 SC
80 30SC 80
16'-0" x 7'-0" SECT. GAR. DOOR
30 68
3068
30 SC
80 2468
2468
24 68
24 68
24 68
FX 3050FX 3050
FX 3050FX 3050FX 3050FX 3050FX 3050FX 3050
30 SC
80 30
SC
80 30
SC
80 30
SC
80 30
SC
80 PLAN 3
PLAN 4A
PLAN 6D
16'-0" x 8'-0" SECT. GAR. DOOR 8'-0" x 8'-0" SECT. GAR. DOOR 16'-0" x 8'-0" SECT. GAR. DOOR 30SC 80
16'-0" x 8'-0" SECT. GAR. DOOR16'-0" x 8'-0" SECT. GAR. DOOR 30SC 80
30 SC
80 16'-0" x 7'-0" SECT. GAR. DOOR
30 68 3068
30 68
3068
30 68
16'-0" x 8'-0" SECT. GAR. DOOR
30SC 80
30 SC
80 3068
3068
3068
30 SC
80 30
SC
80 30 68
30 68
30 68 3068
2868
FX3050 FX3050 FX3050FX3050 FX3050
2468
FX2040
FX2040
FX3050
FX3050FX3050 FX3050 FX3050 FX3050
30 68 BI-PASS606830 68
FX3050 FX3050
BI-PASS5068BI-PASS5068
2468
2468
2468
FX3050 FX3050 FX3050 FX2050 FX2050 FX3050
3068
30 SC
80 30
SC
80 30
SC
80 30
SC
80 30
SC
80 PLAN 6B
(ADA)PLAN 5
PLAN 6A
PLAN 6C
PLAN 1
(ADA)
PLAN 4 PLAN 2
16'-0" x 8'-0" SECT. GAR. DOOR 8'-0" x 8'-0" SECT. GAR. DOOR 16'-0" x 8'-0" SECT. GAR. DOOR
30 SC80
16'-0" x 8'-0" SECT. GAR. DOOR
16'-0" x 8'-0" SECT. GAR. DOOR
30 SC80
30 SC
80 16'-0" x 7'-0" SECT. GAR. DOOR
30 68
30 68
30 68 3068
30 68
16'-0" x 8'-0" SECT. GAR. DOOR
30 SC80
30 SC
80 3068
3068
3068
30 SC
80 30
SC
80 30 68
30 68
30 68
3068
2868
FX3050 FX3050 FX3050FX3050 FX3050
2468
FX
2040
FX 2040
FX3050
FX3050FX3050 FX3050 FX3050 FX3050
30 68BI-PASS6068 30 68
FX3050 FX3050
BI-PASS5068BI-PASS
5068
2468
2468
2468
FX3050 FX3050 FX3050 FX
2050 FX2050 FX3050
3068
30 SC
8030
SC
80 30
SC
8030
SC
8030
SC
80 PLAN 6B
PLAN 5
PLAN 6A
PLAN 6C
PLAN 1
(ADA)
PLAN 4 PLAN 2
16'-0" x 8'-0" SECT. GAR. DOOR
8'-0" x 8'-0" SECT. GAR. DOOR
16'-0" x 8'-0" SECT. GAR. DOOR
30 SC80
16'-0" x 8'-0" SECT. GAR. DOOR
16'-0" x 8'-0" SECT. GAR. DOOR
30 SC80
30 SC
80 16'-0" x 7'-0" SECT. GAR. DOOR
3068
30 68
3068 3068
30 68
16'-0" x 8'-0" SECT. GAR. DOOR
30 SC80
30 SC
80 3068
3068
3068
30 SC
80 30
SC
80 30 68
30 68
30 68
30 68
2868
FX3050 FX3050 FX3050FX3050 FX3050
2468
FX2040
FX 2040
FX3050
FX3050FX3050
FX3050 FX
3050 FX3050
30 68BI-PASS6068 3068
FX3050 FX3050
BI-PASS5068BI-PASS5068
24 68
2468
2468
FX3050 FX3050
FX3050 FX2050 FX20
50 FX3050
3068
30 SC
80 30
SC
8030
SC
8030
SC
8030
SC
80 PLAN 6B(ADA)
PLAN 5
PLAN 6A
PLAN 6C
PLAN 1(ADA)
PLAN 4
PLAN 2
16'-0" x 8'-0" SECT. GAR. DOOR
8'-0" x 8'-0" SECT. GAR. DOOR 16'-0" x 8'-0" SECT. GAR. DOOR 30 SC80
16'-0" x 8'-0" SECT. GAR. DOOR
16'-0" x 8'-0" SECT. GAR. DOOR
30 SC80
30 SC
80 16'-0" x 7'-0" SECT. GAR. DOOR
3068
30 68
3068 3068
30 68
16'-0" x 8'-0" SECT. GAR. DOOR
30 SC80
30 SC
80 3068
3068
3068
30 SC
80 30
SC
80 30 68
30 68
30 68
30 68
28 68
FX3050 FX3050 FX
3050FX
3050 FX3050
2468
FX2040
FX 2040
FX30
50 FX
3050FX3050 FX
3050 FX3050 FX3050
30 68BI-PASS6068 3068
FX3050
FX3050
BI-PASS5068BI-PASS5068
24 68
2468
2468
FX3050 FX3050 FX
3050 FX2050 FX2050 FX3050
3068
30 SC
8030
SC
8030
SC
80 30
SC
8030
SC
80 PLAN 6B
(ADA)
PLAN 5
PLAN 6A
PLAN 6C
PLAN 1(ADA)
PLAN 4
PLAN 2
16'-0" x 8'-0" SECT. GAR. DOOR
30 SC80
16'-0" x 8'-0" SECT. GAR. DOOR
30 SC
80 30SC 80
16'-0" x 7'-0" SECT. GAR. DOOR
30 68
3068
30 SC
80 2468
2468
24 68
24 68
24 68
FX3050 FX3050
FX3050 FX3050 FX3050 FX3050 FX3050 FX3050
30 SC
8030
SC
8030
SC
8030
SC
8030
SC
80 PLAN 3
PLAN 4A
PLAN 6D
16'-0" x 8'-0" SECT. GAR. DOOR
30 SC80
16'-0" x 8'-0" SECT. GAR. DOOR
30 SC
80 30 SC80
16'-0" x 7'-0" SECT. GAR. DOOR
30 68
3068
30 SC
80 2468
2468
24 68
24 68
24 68
FX3050 FX3050FX3050 FX3050 FX3050 FX3050 FX3050 FX3050
30 SC
80 30
SC
80 30
SC
80 30
SC
80 30
SC
80 PLAN 3
PLAN 4A
PLAN 6D
16'-0" x 8'-0" SECT. GAR. DOOR8'-0" x 8'-0" SECT. GAR. DOOR16'-0" x 8'-0" SECT. GAR. DOOR 30SC 80
16'-0" x 8'-0" SECT. GAR. DOOR 16'-0" x 8'-0" SECT. GAR. DOOR 30SC 80
30 SC
80 16'-0" x 7'-0" SECT. GAR. DOOR
30 68
30 68
30 683068
30 68
16'-0" x 8'-0" SECT. GAR. DOOR
30SC 80
30 SC
80 3068
3068
3068
30 SC
80 30
SC
80 30 68
30 68
30 68
30 68
2868
FX 3050FX 3050FX 3050 FX 3050FX 3050
2468
FX 2040
FX2040
FX 3050
FX 3050 FX 3050FX 3050FX 3050FX 3050
30 68 BI-PASS606830 68
FX 3050FX 3050
BI-PASS5068 BI-PASS5068
2468
2468
2468
FX 3050FX 3050FX 3050FX 2050FX 2050FX 3050
3068
30 SC
80 30
SC
80 30
SC
80 30
SC
80 30
SC
80 PLAN 6B
(ADA) PLAN 5
PLAN 6A
PLAN 6C PLAN 1
(ADA)
PLAN 4PLAN 2
16'-0" x 8'-0" SECT. GAR. DOOR
8'-0" x 8'-0" SECT. GAR. DOOR16'-0" x 8'-0" SECT. GAR. DOOR 30SC 80
16'-0" x 8'-0" SECT. GAR. DOOR
16'-0" x 8'-0" SECT. GAR. DOOR
30SC 80
30 SC
80 16'-0" x 7'-0" SECT. GAR. DOOR
3068
3050SH3050SH
30 68
30683068
30 68
16'-0" x 8'-0" SECT. GAR. DOOR
30SC 80
30 SC
80 3068
3068
3068
30SC 80
30 SC
80 30
SC
80 30
SC
80 30
SC
80 30
SC
80 30
SC
80 PLAN 6B
PLAN 5
PLAN 6A
PLAN 6C
PLAN 1
(ADA)
PLAN 4
PLAN 2
16'-0" x 8'-0" SECT. GAR. DOOR
8'-0" x 8'-0" SECT. GAR. DOOR16'-0" x 8'-0" SECT. GAR. DOOR 30SC 80
16'-0" x 8'-0" SECT. GAR. DOOR
16'-0" x 8'-0" SECT. GAR. DOOR
30SC 80
30 SC
80 16'-0" x 7'-0" SECT. GAR. DOOR
30 68
30 50SH3050SH
3068
30 683068
30 68
16'-0" x 8'-0" SECT. GAR. DOOR
30SC 80
30 SC
80 3068
3068
3068
30SC 80
30 SC
80 30
SC
80 30
SC
80 30
SC
80 30
SC
80 30
SC
80 PLAN 6B
PLAN 5
PLAN 6A
PLAN 6C
PLAN 1(ADA)
PLAN 4
PLAN 2
16'-0" x 8'-0" SECT. GAR. DOOR 8'-0" x 8'-0" SECT. GAR. DOOR 16'-0" x 8'-0" SECT. GAR. DOOR
30 SC80
16'-0" x 8'-0" SECT. GAR. DOOR16'-0" x 8'-0" SECT. GAR. DOOR 30 SC80
30 SC
80 16'-0" x 7'-0" SECT. GAR. DOOR
30 68
3068
30 68 3068
30 68
16'-0" x 8'-0" SECT. GAR. DOOR
30 SC80
30 SC
80 3068
3068
3068
30 SC
80 30
SC
80 30 68
30 68
30 68
3068
2868
FX3050 FX3050 FX3050FX3050 FX
3050
24 68
FX2040
FX 2040
FX3050
FX3050FX3050 FX3050 FX3050 FX3050
30 68BI-PASS6068 30 68
FX3050 FX3050
BI-PASS5068
BI-PASS5068
24 68
2468
2468
FX3050 FX3050 FX3050 FX2050 FX2050 FX3050
3068
30 SC
80 30
SC
8030
SC
8030
SC
8030
SC
80 PLAN 6B
PLAN 5
PLAN 6A
PLAN 6C
PLAN 1
(ADA)
PLAN 4
PLAN 2
16'-0" x 8'-0" SECT. GAR. DOOR 8'-0" x 8'-0" SECT. GAR. DOOR 16'-0" x 8'-0" SECT. GAR. DOOR 30 SC80
16'-0" x 8'-0" SECT. GAR. DOOR16'-0" x 8'-0" SECT. GAR. DOOR 30 SC80
30 SC
80 16'-0" x 7'-0" SECT. GAR. DOOR
30 68
3050 SH 3050 SH
30 68
30 68 3068
30 68
16'-0" x 8'-0" SECT. GAR. DOOR
30 SC80
30 SC
80 3068
3068
3068
30 SC80
30 SC
80 30
SC
80 30
SC
80 30
SC
80 30
SC
80 30
SC
80 PLAN 6B
(ADA)PLAN 5
PLAN 6A
PLAN 6CPLAN 1
(ADA)
PLAN 4 PLAN 2
16'-0" x 8'-0" SECT. GAR. DOOR
8'-0" x 8'-0" SECT. GAR. DOOR
16'-0" x 8'-0" SECT. GAR. DOOR
30 SC
80 16'-0" x 8'-0" SECT. GAR. DOOR
16'-0" x 8'-0" SECT. GAR. DOOR
30 SC
80 30
SC80
16'-0" x 7'-0" SECT. GAR. DOOR
30 68
3050SH
3050SH
30 68
30 68
30 68
30 68
16'-0" x 8'-0" SECT. GAR. DOOR
30 SC
80 30
SC80
3068
3068
30 68
30 SC
80 30
SC
80 30
SC80
30 SC
80 30
SC80
30 SC
80 30
SC
80 PLAN 6B
(ADA)
PLAN 5
PLAN 6A
PLAN 6C
PLAN 1
(ADA)
PLAN 4
PLAN 2
16'-0" x 8'-0" SECT. GAR. DOOR
8'-0" x 8'-0" SECT. GAR. DOOR
16'-0" x 8'-0" SECT. GAR. DOOR
30 SC
80 16'-0" x 8'-0" SECT. GAR. DOOR
16'-0" x 8'-0" SECT. GAR. DOOR
30 SC
80 30
SC
80 16'-0" x 7'-0" SECT. GAR. DOOR
30 68
3050SH
3050SH
30 68
30 68
3068
30 68
16'-0" x 8'-0" SECT. GAR. DOOR
30 SC
80 30
SC
80 30
68 30
68 3068
30 SC
80 30
SC 80
30 SC
80 30
SC80
30 SC
80 30
SC80
30 SC80
PLAN 6B
(ADA)
PLAN 5
PLAN 6A
PLAN 6C
PLAN 1
(ADA)
PLAN 4
PLAN 2
16'-0" x 8'-0" SECT. GAR. DOOR 8'-0" x 8'-0" SECT. GAR. DOOR 16'-0" x 8'-0" SECT. GAR. DOOR 30SC 80
16'-0" x 8'-0" SECT. GAR. DOOR16'-0" x 8'-0" SECT. GAR. DOOR 30SC 80
30 SC
80 16'-0" x 7'-0" SECT. GAR. DOOR
30 68
3050 SH 3050 SH
30 68
30 683068
30 68
16'-0" x 8'-0" SECT. GAR. DOOR
30SC 80
30 SC
80 3068
3068
3068
30SC 80
30 SC
80 30
SC
80 30
SC
80 30
SC
80 30
SC
80 30
SC
80 PLAN 6B
(ADA)PLAN 5
PLAN 6A
PLAN 6CPLAN 1
(ADA)
PLAN 4 PLAN 2
16'-0" x 8'-0" SECT. GAR. DOOR 8'-0" x 8'-0" SECT. GAR. DOOR 16'-0" x 8'-0" SECT. GAR. DOOR 30SC 80
16'-0" x 8'-0" SECT. GAR. DOOR16'-0" x 8'-0" SECT. GAR. DOOR 30SC 80
30 SC
80 16'-0" x 7'-0" SECT. GAR. DOOR
30 68
3050 SH 3050 SH
30 68
30 683068
30 68
16'-0" x 8'-0" SECT. GAR. DOOR
30SC 80
30 SC
80 3068
3068
3068
30SC 80
30 SC
80 30
SC
80 30
SC
80 30
SC
80 30
SC
80 30
SC
80 PLAN 6B
(ADA)PLAN 5
PLAN 6A
PLAN 6CPLAN 1
(ADA)
PLAN 4 PLAN 2
16'-0" x 8'-0" SECT. GAR. DOOR 8'-0" x 8'-0" SECT. GAR. DOOR 16'-0" x 8'-0" SECT. GAR. DOOR 30SC 80
16'-0" x 8'-0" SECT. GAR. DOOR16'-0" x 8'-0" SECT. GAR. DOOR 30SC 80
30 SC
80 16'-0" x 7'-0" SECT. GAR. DOOR
30 68
3050 SH 3050 SH
30 68
30 68
3068
30 68
16'-0" x 8'-0" SECT. GAR. DOOR
30SC 80
30 SC
80 3068
3068
3068
30SC 80
30 SC
80 30
SC
80 30
SC
80 30
SC
80 30
SC
80 30
SC
80 PLAN 6B
(ADA)PLAN 5
PLAN 6A
PLAN 6C
PLAN 1
(ADA)
PLAN 4 PLAN 2
16'-0" x 8'-0" SECT. GAR. DOOR8'-0" x 8'-0" SECT. GAR. DOOR16'-0" x 8'-0" SECT. GAR. DOOR 30SC 80
16'-0" x 8'-0" SECT. GAR. DOOR 16'-0" x 8'-0" SECT. GAR. DOOR 30SC 80
30 SC
80 16'-0" x 7'-0" SECT. GAR. DOOR
30 68
3050SH3050SH
3068
30 68
3068
30 68
16'-0" x 8'-0" SECT. GAR. DOOR
30SC 80
30 SC
80 3068
3068
3068
30SC 80
30 SC
80 30
SC
80 30
SC
80 30
SC
80 30
SC
80 30
SC
80 PLAN 6B
(ADA) PLAN 5
PLAN 6A
PLAN 6C PLAN 1
(ADA)
PLAN 4PLAN 2
16'-0" x 8'-0" SECT. GAR. DOOR8'-0" x 8'-0" SECT. GAR. DOOR 16'-0" x 8'-0" SECT. GAR. DOOR
30SC 80
16'-0" x 8'-0" SECT. GAR. DOOR 16'-0" x 8'-0" SECT. GAR. DOOR 30SC 80
30 SC
80 16'-0" x 7'-0" SECT. GAR. DOOR
3068
3050SH3050SH
30 68
30683068
30 68
16'-0" x 8'-0" SECT. GAR. DOOR
30SC 80
30 SC
80 3068
3068
3068
30SC 80
30 SC
80 30
SC
80 30
SC
80 30
SC
80 30
SC
80 30
SC
80 PLAN 6B(ADA)
PLAN 5
PLAN 6A
PLAN 6C
PLAN 1
(ADA)
PLAN 4PLAN 2
16'-0" x 8'-0" SECT. GAR. DOOR8'-0" x 8'-0" SECT. GAR. DOOR 16'-0" x 8'-0" SECT. GAR. DOOR
30SC 80
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80 PLAN 6B(ADA)
PLAN 5
PLAN 6A
PLAN 6C
PLAN 1
(ADA)
PLAN 4
PLAN 2
16'-0" x 8'-0" SECT. GAR. DOOR
30 SC80
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80 30
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PLAN 4A
PLAN 6D
16'-0" x 8'-0" SECT. GAR. DOOR
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30 SC
80 30
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80 30
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PLAN 6D
16'-0" x 8'-0" SECT. GAR. DOOR
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PLAN 6C PLAN 1
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74.2 BLDG. 2
74.6 BLDG. 3
81.8 BLDG. 4
81.8 BLDG. 5
82.7 BLDG. 6
82.7 81.777.577.5
64.8 64.8
90.6 89.4 89.5
90.4 81.7
91.6 90.6
90.6 89.689.6
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HALL
BARHAM DRIVEBARHAM DRIVE
BARHAM DRIVE: SAN MARCOS, CA
HALLMARK COMMUNITIES
740 LOMAS SANTA FE DR., SUITE 204
SOLANA BEACH, CALIFORNIA, 92075
40 20 800
SCALE: 1"=40'-0"
12040
4/28/2021
02-23
«
DRAWN
APPROVED
JOB NO.
SCALE
REVISIONS
PLOT DATE
1ST SUBMITTAL 07-02-20
JP, KB
JP
4/28/2021
20-010
SEE SHEET
SHEET OF 05
2ND SUBMITTAL 10-26-20
3RD SUBMITTAL 12-31-20
4TH SUBMITTAL 04-27-21
LANDSCAPE
ARCHITECTURE
& PLANNING
gmplandarch.com
T 858 558 8977
3176 Lionshead Ave
Suite 102
Carlsbad, CA 92010LANDSCAPE CONCEPT PLAN
01 PLANTING NOTES
THE LANDSCAPE DESIGN INTENT OF THIS PROJECT IS TO PROVIDE PLANT
MATERIAL THAT ACCENTS AND FRAMES THE ARCHITECTURE AND ENHANCES THE PEDESTRIAN SCALE OF THE PROJECT. STREET TREES ARE CONSISTENT WITH
SURROUNDING AREAS AND WILL BE USED TO PROVIDE CONTINUITY THROUGHOUT THE ADJACENT COMMUNITY. THE PLANT MATERIALS THAT HAVE BEEN SELECTED WERE DONE SO FOR THEIR LOW WATER USE QUALITIES. ADDITIONALLY, THE
IRRIGATION SYSTEM WILL BE DESIGNED IN COMPLIANCE WITH THE CITY OF SAN
MARCOS WATER EFFICIENT LANDSCAPE ORDINANCE, IT WILL USE A RAIN SENSING
CONTROLLER AND BE ADJUSTABLE SO AS NOT TO WASTE WATER THROUGH RUNOFF OR OVERSPRAY.
MINIMUM TREE SEPARATION DISTANCE
TRAFFIC SIGNALS (STOP SIGN) - 20 FEET
UNDERGROUND UTILITY LINES - 5 FEET (10' FOR SEWER)
ABOVE GROUND UTILITY STRUCTURES - 10 FEET
DRIVEWAY (ENTRIES) - 10 FEET
INTERSECTIONS (INTERSECTING CURB LINES OF TWO STREETS) - 25 FEET NOTES:
- NO STRUCTURES OR LANDSCAPING THAT WOULD INHIBIT VEHICULAR ACCESS SHALL BE INSTALLED IN OR OVER ANY SEWER ACCESS EASEMENT. - SHRUBS TO BE PLANTED AT EXISTING TRANSFORMERS IN FORM OF SCREEN MULCH
ALL REQUIRED PLANTING AREAS SHALL BE COVERED WITH MULCH TO A DEPTH OF 4 INCHES, EXCLUDING SLOPES REQUIRING REVEGATION AND AREAS PLANTED WITH GROUND COVER. ALL EXPOSED SOIL AREAS WITHOUT VEGETATION SHALL ALSO BE MULCHED TO THIS MINIMUM DEPTH.
NOTE:
TREE ROOT BARRIERS SHALL BE INSTALLED WHERE TREES ARE PLACED WITHIN 10 FEET OF PUBLIC IMPROVEMENTS INCLUDING WALKS, CURBS, OR STREET
PAVEMENTS OR WHERE NEW PUBLIC IMPROVEMENTS ARE PLACED ADJACENT TO EXISTING TREES. THE ROOT BARRIER WILL NOT WRAP AROUND THE ROOT BALL.
IRRIGATION - AN AUTOMATIC, ELECTRICALLY CONTROLLED IRRIGATION SYSTEM
SHALL BE PROVIDED AS REQUIRED FOR PROPER IRRIGATION, DEVELOPMENT,
AND MAINTENANCE OF THE VEGETATION IN A HEALTHY, DISEASE-RESISTANT CONDITION. THE DESIGN OF THE SYSTEM SHALL PROVIDE ADEQUATE SUPPORT FOR THE VEGETATION SELECTED. ALL PROPOSED IRRIGATION SYSTEMS WILL USE AN APPROVED RAIN SENSOR SHUTOFF DEVICE. THE INTENDED IRRIGATION SYSTEM WILL BE A DRIP SYSTEM.
ALL ON-SITE LANDSCAPE SHALL BE MAINTAINED BY THE PROJECT HOA. THE
EXISTING RIGHT OF WAY PLANTING AND IRRIGATION ALONG BARHAM DR SHALL BE MAINTAINED BY THE CITY CFD.
ALL LANDSCAPE AND IRRIGATION SHALL CONFORM TO THE CITY OF SAN
MARCOS LANDSCAPE REGULATIONS, LANDSCAPE STANDARDS AND WATER EFFICIENT LANDSCAPE ORDINANCE; THE CORE SUB-AREA DESIGN MANUAL; AND ALL OTHER STATE STANDARDS.
DESIGN INTENT STATEMENT
SHEET INDEX:
LANDSCAPE CONCEPT PLAN L-01
LANDSCAPE CONEPTUAL ENLARGEMENTS L-02 TO L-03
CONCEPTUAL DETAILS & PRELIMINARY WATER CALCULATIONS L-04 CONCEPTUAL FENCE AND WALL PLAN L-05
L-01
VEHICULAR ENTRY
ENLARGEMENT: SEE SHEET L-02
AMENITY SPACE ENLARGEMENT:
SEE SHEET L-03
REC AREA ENLARGEMENT: SEE
SHEET L-02
AMENITY SPACE ENLARGEMENT:
SEE SHEET L-03
TYP COURTYARD ENLARGEMENT:
SEE SHEET L-03
AMENITY SPACE ENLARGEMENT:
SEE SHEET L-03
PRIMARY TOT LOT ENLARGEMENT:
SEE SHEET L-02
RETAINING WALL WITH GUARDRAILEXISTING TREES TO REMAIN
SLOPE PLANTING, TYP. PLANTER POCKETS, TYP.
PROPERTY LINE
SLOPE PLANTING, TYP.
PRIVATE PATIO
AC UNIT PER ARCHITECT
MOTOR COURT TERMINUS
ACCENT TREE, TYP.
WATER QUALITY BASIN,
PER CIVIL ENGINEER
BIO FILTRATION UNIT, PER
CIVIL ENGINEER'S PLANS
I AGREE TO COMPLY WITH THE REQUIREMENTS OF THE WATER
EFFICIENT LANDSCAPE REGULATIONS AND SUBMIT A COMPLETE
LANDSCAPE DOCUMENTATION PACKAGE.
COMPLIANCE STATEMENT
4/28/21
SIGNATURE DATE
REGISTRATION NO. 3503 EXP: 02-2023
1. LANDSCAPE PLANS SHALL BE DESIGNED TO COMPLY WITH
THE CITY OF SAN MARCOS WATER EFFICIENCY LANDSCAPE
ORDRINANCE (WELO) CHAPTER 20.330
2. TOTAL S.F. OF PROPOSED LANDSCAPE AREA: 129,581 S.F.
ADDITIONAL NOTES
WATER SERVICE LINE
PER CIVIL ENGINEER
SEWER LINE PER CIVIL
ENGINEER
WATER SERVICE LINE
PER CIVIL ENGINEER
STORM DRAIN LINE
PER CIVIL ENGINEER
SEWER LINE PER CIVIL
ENGINEER
ENHANCED
PERMEABLE PAVING
PER CIVIL ENGINEER
SEWER LINE PER CIVIL
ENGINEER
LINE OF SIGHT LINE OF
SIGHT LINE OF SIGHT
FREESTANDING MASONRY WALL
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PERMEABLE
PAVING, PER
CIVIL ENGINEER
FREESTANDING MASONRY WALL
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81.7 COURTYARD
CHILOPSIS LINEARIS `ARTS SEEDLESS` / DESERT WILLOW
RHAPHIOLEPIS INDICA `MAJESTIC BEAUTY` TM / MAJESTIC BEAUTY INDIAN HAWTHORN
UMBELLULARIA CALIFORNICA / CALIFORNIA LAUREL
COLUMNAR
CUPRESSUS SEMPERVIRENS `STRICTA` / COLUMNAR ITALIAN CYPRESS
PODOCARPUS GRACILIOR / FERN PINE
COMMON AREAS/ACCENT
CERCIS OCCIDENTALIS/WESTERN REDBUD
OLEA EUROPAEA / EUROPEAN OLIVE
PARKINSONIA ACULEATA / MEXICAN PALO VERDE
RHUS LANCEA / AFRICAN SUMAC MULTI-TRUNK
SLOPE
ARBUTUS UNEDO / STRAWBERRY TREE MULTI-TRUNK
MELALEUCA LINARIIFOLIA / FLAXLEAF PAPERBARK
QUERCUS AGRIFOLIA / COAST LIVE OAK
RHUS LANCEA / AFRICAN SUMAC MULTI-TRUNK
PALMS
PHOENIX DACTYLIFERA `MEDJOOL` / DATE PALM
SYAGRUS ROMANZOFFIANA / QUEEN PALM
EXISTING TREE TO REMAIN
CONCEPT_PLANT_SCHEDULE
WUCOLS
L
M
M
L
M
L
L
L
L
L
L
L
L
L
M
N/A
(24" BOX, MAX SPREAD 15' / MAX HEIGHT 20' )
(24" BOX, MAX SPREAD 20' / MAX HEIGHT 25' )
(12' BTH, MAX SPREAD 40' / MAX HEIGHT 50' )
(15 GAL.)
(50% 15 GAL., 50% 24" BOX)
(12' BTH, MAX SPREAD 30' / MAX HEIGHT 70' )
SHRUB (MEDIUM, 50% 1 GAL, 50% 5 GAL.)
BOUGAINVILLEA X `TEMPLE FIRE` / BOUGAINVILLEA
CALLISTEMON VIMINALIS `LITTLE JOHN` / DWARF WEEPING BOTTLEBRUSH
CARISSA MACROCARPA / NATAL PLUM
LIGUSTRUM JAPONICUM `TEXANUM` / WAX LEAF PRIVET
MYRTUS COMMUNIS / COMMON MYRTLE
PITTOSPORUM CRASSIFOLIUM / KARO PITTOSPORUM
ROSMARINUS OFFICINALIS `TUSCAN BLUE` / TUSCAN BLUE ROSEMARY
GRASS (1 GAL.)
CAREX PRAEGRACILIS / SLENDER SEDGE
CHONDROPETALUM TECTORUM / CAPE RUSH
FESTUCA SISKIYOU BLUE / BLUE FESCUE
MUHLENBERGIA CAPILLARIS `REGAL MIST` TM / MUHLY
ACCENT SHRUB (50% 1 GAL, 50% 5 GAL.)
AGAVE ATTENUATA / AGAVE
AGAVE VILMORINIANA / OCTOPUS AGAVE
ALOE BAINESII / ALOE
ALOE GLAUCA / ALOE
ALOE SPICATA / LEBOMBO ALOE
ANIGOZANTHOS X `BUSH GOLD` / KANGAROO PAW
DASYLIRION WHEELERI / GREY DESERT SPOON
PHORMIUM X `DARK DELIGHT` / PURPLE FLAX
SHRUB (SMALL, 50% 1 GAL, 50% 5 GAL.))
DIANELLA TASMANICA `VARIEGATA` / FLAX LILY
DIETES BICOLOR / FORTNIGHT LILY
LOMANDRA LONGIFOLIA `BREEZE` / DWARF MAT RUSH
WUCOLS
L
L
M
M
M
M
L
M
M
L
L
L
L
L
L
L
L
L
M
M
M
M
SLOPE SHRUBS (50% 1 GAL, 50% 5 GAL.)
ARCTOSTAPHYLOS HOOKERI / HOOKER`S MANZANITA
CEANOTHUS CUNEATUS / BUCKBRUSH
CEANOTHUS PROSTRATUS / SQUAW CARPET
CISTUS LAURIFOLIUS / ROCKROSE
CISTUS X PURPUREUS / ORCHID ROCKROSE
ENCELIA CALIFORNICA / CALIFORNIA ENCELIA
LANTANA MONTEVIDENSIS / TRAILING LANTANA
RHUS INTEGRIFOLIA / LEMONADE BERRY
SLOPES (FLATS)
BACCHARIS PILULARIS `TWIN PEAKS` / TWIN PEAKS COYOTE BRUSH MYOPORUM PARVIFOLIUM `PUTAH CREEK` / PUTAH CREEK MYOPORUM ROSMARINUS OFFICINALIS `PROSTRATUS` / DWARF ROSEMARY
WATER QUALITY BASINS (1 GAL.)
CAREX TUMULICOLA / BERKELEY SEDGE
CHONDROPETALUM TECTORUM / CAPE RUSH
MUHLENBERGIA RIGENS / DEER GRASS
L
L
L
L
L
L
L
L
L
L
L
M
M
L
TURF H
BARHAM DRIVE: SAN MARCOS, CA
HALLMARK COMMUNITIES
740 LOMAS SANTA FE DR., SUITE 204
SOLANA BEACH, CALIFORNIA, 92075
10 5 200
SCALE: 1"=10'-0"
3010
4/28/2021
02-23
«
DRAWN
APPROVED
JOB NO.
SCALE
REVISIONS
PLOT DATE
1ST SUBMITTAL 07-02-20
JP, KB
JP
4/28/2021
20-010
SEE SHEET
SHEET OF 05
2ND SUBMITTAL 10-26-20
3RD SUBMITTAL 12-31-20
4TH SUBMITTAL 04-27-21
LANDSCAPE
ARCHITECTURE
& PLANNING
gmplandarch.com
T 858 558 8977
3176 Lionshead Ave
Suite 102
Carlsbad, CA 92010LANDSCAPE CONEPTUAL
ENLARGEMENTS
02 L-02
ACCENT PLANTING, TYP.
ENHANCED PERMEABLE PAVING
SIDEWALK, NATURAL GRAY
CONCRETE, TYP.
BIO FILTRATION
UNIT, PER CIVIL
ENGINEER'S PLANS
ACCESS ROAD TO
WATER QUALITY BASIN
42" TUBE
STEEL FENCE
RETAINING WALL, PER
CIVIL ENGINEERTREE CUT OUT WITH
TREE GRATE
PRIVATE PATIO
ADA RAMP
RETAINING
WALL, PER CIVIL
ENGINEER
FIRE BOWL/TABLE
WITH SEATING
CALIFORNIA
ROOM
BBQ COUNTER
BOCCE COURT
OPEN TURF AREA
BENCH SEATING
SLOPE PLANTING, TYP.
VERTICAL
ACCENT SHRUB
OPEN TURF
AREA
PRIVATE PATIO
BENCH
SEATING
TOT LOT: 2
SEPARATE PLAY
STRUCTURES/PIECES SLOPE PLANTING,
TYP.
BENCH
SEATING
SITE UTILITIES,
PER CIVIL
ENGINEER
SIDEWALK,
NATURAL GRAY
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SIDEWALK,
NATURAL GRAY
CONCRETE, TYP. VEHICULAR ENTRANCE
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PLAN 2
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BLDG. 1
74.2 BARHAM DRIVE: SAN MARCOS, CA
HALLMARK COMMUNITIES
740 LOMAS SANTA FE DR., SUITE 204
SOLANA BEACH, CALIFORNIA, 92075
40 20 800
SCALE: 1"=40'-0"
12040
4/28/2021
02-23
«
DRAWN
APPROVED
JOB NO.
SCALE
REVISIONS
PLOT DATE
1ST SUBMITTAL 07-02-20
JP, KB
JP
4/28/2021
20-010
SEE SHEET
SHEET OF 05
2ND SUBMITTAL 10-26-20
3RD SUBMITTAL 12-31-20
4TH SUBMITTAL 04-27-21
LANDSCAPE
ARCHITECTURE
& PLANNING
gmplandarch.com
T 858 558 8977
3176 Lionshead Ave
Suite 102
Carlsbad, CA 92010LANDSCAPE CONEPTUAL
ENLARGEMENTS
03 OVERLOOK AND SMALL TOT LOT AREA
L-03
FIREPIT WITH
SEATING
PROPERTY LINE
PRIVATE PATIO
WALKWAY, NATURAL
GRAY CONCRETE, TYP.
RETAINING WALL, PER
CIVIL ENGINEER
AC UNITS, PER
ARCHITECT
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STRUCTURES/PIECES
BENCH SEATING
DOG WASH
PRIVATE
PATIO
OPEN TURF
AREA
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4/28/2021
02-23
«
DRAWN
APPROVED
JOB NO.
SCALE
REVISIONS
PLOT DATE
1ST SUBMITTAL 07-02-20
JP, KB
JP
4/28/2021
20-010
SEE SHEET
SHEET OF 05
2ND SUBMITTAL 10-26-20
3RD SUBMITTAL 12-31-20
4TH SUBMITTAL 04-27-21
LANDSCAPE
ARCHITECTURE
& PLANNING
gmplandarch.com
T 858 558 8977
3176 Lionshead Ave
Suite 102
Carlsbad, CA 92010CONCEPTUAL DETAILS &
PRELIMINARY WATER
CALCULATIONS 04
L-04
CABLE GUARDRAIL ATOP RETAINING WALL
GALVANIZED STEEL
ROUND END POST WITH
CABLE ENDERD
GALVANIZED STEEL
SQUARE POST WITH
CABLE HOLDERS
GALVANIZED STEEL CABLE
TENSIONER ADJUSTABLE
GALVANIZED STEEL CABLE
WIRE ROPE
RETAINING WALL PER
CIVIL ENGINEER'S PLANS
TUBULAR STEEL FENCE
CONCRETE FOOTING
TUBULAR STEEL TOP RAIL
TUBULAR STEEL FENCE PICKET
TUBULAR STEEL FENCE POST
COMPACTED SUBGRADE
TUBULAR STEEL BOTTOM RAIL
A B
54.2 MOD./MIXED .5 DRIP .81 .62 38,117 23,632 794,035
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NTS.
WATER EFFICIENT LANDSCAPE WORKSHEET
This worksheet is filled out by the proje ct applicant and it is a required e leme nt of the Landscape Documenta tion Package.
Reference Evapotra nspiration IETo)
Hydrozone # /Plantln11
Descri ption"
Plant Faclo r
(PF)
Irrigation
Method b
Irrigation
Efficiency fJE)°
ETAF
j PF/ IE)
Landscape
Are.a (sq, ft,I
ETAF x Area Estimated Total
Water Use (ElW U)"'
Regular l andscape Area s
Special l andscape Areas
"Hydroz"ne #/Planting Descrlptron
, ..
l.)frotlt /own
2,) low water u~e plant ing5
3.} medium water use plontinq
1tfNigot!on Method
011erh€ad ~pray
ordrfp
.-MAWA (Annual Gal/o,15Af/owed} = {Ho} { 0.61, { (ETAF x LA)+ /(1- ETAF) 1, 5LA}J
where 0.62 h a, co nver5lon facto r that converts acrc-inche! pe r .:iuo pe r yi.hir to !lillloM pe r sq uarl.l foot pr.r yea r, LA i~ the t-0tal landscape area !n sQuare feet, SLA Is the.lOtEl1 special l::mdsca pe area in s.quare feet ,
;;ind ETAF i$ .55 for re~idential ;i r~;;is ;;md OAS for non residential .irea~.
ETAF Calculations
Regular land scape Areas
Tota l ETA.FxAn'.!a (8)
Totoe1I Area [A)
Avera ge ET AF B+ A
All landscape Areas
Tota l f:TAF xArea IB+O)
Total Area IA+C)
5itewide ETAF (B+D) + [A+C)
Totals (A) IB)
1 1
1 Tota ls (C) (DJ
ETWU Tota l
Maximum Allowed Water Allowan ce (MAWA )•
~lrrtgtttl,m Efficiency
D.75 for .-pray /lead
D.81 for drip
.,ETWU{Annua l Gallons Required) "' Eta x
0.62 x UA F x.Area
whe,e 0,62 I~ a oonversfon
factor tha t converts acre-Inches
per ilcre per yearto g.illons per
squ.ire foot per yea r,
Averag e ETAF fo r Regular Landscape Areas must be 0.55 or below for residen1ial areas, a nd 0.45 or below for non reside ntial areas.
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30 SC
80 16'-0" x 7'-0" SECT. GAR. DOOR
30 68
3050 SH 3050 SH
30 68
30 68 3068
30 68
16'-0" x 8'-0" SECT. GAR. DOOR
30 SC80
30 SC
80 3068
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30 SC
80 30
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80 30
SC
80 30
SC
80 30
SC
80 30
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80 PLAN 6BPLAN 5
PLAN 6A
PLAN 6CPLAN 1
(ADA)
PLAN 4 PLAN 2
16'-0" x 8'-0" SECT. GAR. DOOR
30SC 80
16'-0" x 8'-0" SECT. GAR. DOOR
30 SC
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16'-0" x 7'-0" SECT. GAR. DOOR
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3068
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FX 3050FX 3050
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80 PLAN 3
PLAN 4A
PLAN 6D
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16'-0" x 8'-0" SECT. GAR. DOOR16'-0" x 8'-0" SECT. GAR. DOOR 30SC 80
30 SC
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80 PLAN 6B
(ADA)PLAN 5
PLAN 6A
PLAN 6C
PLAN 1
(ADA)
PLAN 4 PLAN 2
16'-0" x 8'-0" SECT. GAR. DOOR 8'-0" x 8'-0" SECT. GAR. DOOR 16'-0" x 8'-0" SECT. GAR. DOOR
30 SC80
16'-0" x 8'-0" SECT. GAR. DOOR
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30 SC80
30 SC
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30 68
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30 68
30 68
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2468
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8030
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PLAN 5
PLAN 6A
PLAN 6C
PLAN 1
(ADA)
PLAN 4 PLAN 2
16'-0" x 8'-0" SECT. GAR. DOOR
8'-0" x 8'-0" SECT. GAR. DOOR
16'-0" x 8'-0" SECT. GAR. DOOR
30 SC80
16'-0" x 8'-0" SECT. GAR. DOOR
16'-0" x 8'-0" SECT. GAR. DOOR
30 SC80
30 SC
80 16'-0" x 7'-0" SECT. GAR. DOOR
3068
30 68
3068 3068
30 68
16'-0" x 8'-0" SECT. GAR. DOOR
30 SC80
30 SC
80 3068
3068
3068
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80 30
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80 30 68
30 68
30 68
30 68
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8030
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80 PLAN 6B(ADA)
PLAN 5
PLAN 6A
PLAN 6C
PLAN 1(ADA)
PLAN 4
PLAN 2
16'-0" x 8'-0" SECT. GAR. DOOR
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16'-0" x 8'-0" SECT. GAR. DOOR
16'-0" x 8'-0" SECT. GAR. DOOR
30 SC80
30 SC
80 16'-0" x 7'-0" SECT. GAR. DOOR
30 68
30 68
30 68 3068
30 68
16'-0" x 8'-0" SECT. GAR. DOOR
30 SC80
30 SC
80 3068
3068
3068
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SC
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30 68
30 68
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PLAN 6A
PLAN 6C
PLAN 1(ADA)
PLAN 4
PLAN 2
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16'-0" x 8'-0" SECT. GAR. DOOR
30 SC
80 30SC 80
16'-0" x 7'-0" SECT. GAR. DOOR
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PLAN 4A
PLAN 6D
16'-0" x 8'-0" SECT. GAR. DOOR
30 SC80
16'-0" x 8'-0" SECT. GAR. DOOR
30 SC
80 30 SC80
16'-0" x 7'-0" SECT. GAR. DOOR
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3068
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2468
2468
24 68
24 68
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80 30
SC
80 30
SC
80 30
SC
80 PLAN 3
PLAN 4A
PLAN 6D
16'-0" x 8'-0" SECT. GAR. DOOR8'-0" x 8'-0" SECT. GAR. DOOR16'-0" x 8'-0" SECT. GAR. DOOR 30SC 80
16'-0" x 8'-0" SECT. GAR. DOOR 16'-0" x 8'-0" SECT. GAR. DOOR 30SC 80
30 SC
80 16'-0" x 7'-0" SECT. GAR. DOOR
30 68
30 68
30 683068
30 68
16'-0" x 8'-0" SECT. GAR. DOOR
30SC 80
30 SC
80 3068
3068
3068
30 SC
80 30
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30 68
30 68
30 68
2868
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80 30
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80 30
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80 30
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80 PLAN 6B
(ADA) PLAN 5
PLAN 6A
PLAN 6C PLAN 1
(ADA)
PLAN 4PLAN 2
16'-0" x 8'-0" SECT. GAR. DOOR
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16'-0" x 8'-0" SECT. GAR. DOOR
16'-0" x 8'-0" SECT. GAR. DOOR
30SC 80
30 SC
80 16'-0" x 7'-0" SECT. GAR. DOOR
30 68
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3068
30 683068
30 68
16'-0" x 8'-0" SECT. GAR. DOOR
30SC 80
30 SC
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3068
3068
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30 SC
80 30
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80 30
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80 30
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80 30
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80 30
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80 PLAN 6B
PLAN 5
PLAN 6A
PLAN 6C
PLAN 1
(ADA)
PLAN 4
PLAN 2
16'-0" x 8'-0" SECT. GAR. DOOR
8'-0" x 8'-0" SECT. GAR. DOOR16'-0" x 8'-0" SECT. GAR. DOOR 30SC 80
16'-0" x 8'-0" SECT. GAR. DOOR
16'-0" x 8'-0" SECT. GAR. DOOR
30SC 80
30 SC
80 16'-0" x 7'-0" SECT. GAR. DOOR
30 68
30 50SH3050SH
3068
30 683068
30 68
16'-0" x 8'-0" SECT. GAR. DOOR
30SC 80
30 SC
80 3068
3068
3068
30SC 80
30 SC
80 30
SC
80 30
SC
80 30
SC
80 30
SC
80 30
SC
80 PLAN 6B
PLAN 5
PLAN 6A
PLAN 6C
PLAN 1(ADA)
PLAN 4
PLAN 2
16'-0" x 8'-0" SECT. GAR. DOOR 8'-0" x 8'-0" SECT. GAR. DOOR 16'-0" x 8'-0" SECT. GAR. DOOR
30 SC80
16'-0" x 8'-0" SECT. GAR. DOOR16'-0" x 8'-0" SECT. GAR. DOOR 30 SC80
30 SC
80 16'-0" x 7'-0" SECT. GAR. DOOR
3068
30 68
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30 68
16'-0" x 8'-0" SECT. GAR. DOOR
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8030
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8030
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8030
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80 PLAN 6B
PLAN 5
PLAN 6A
PLAN 6C
PLAN 1
(ADA)
PLAN 4
PLAN 2
16'-0" x 8'-0" SECT. GAR. DOOR 8'-0" x 8'-0" SECT. GAR. DOOR 16'-0" x 8'-0" SECT. GAR. DOOR 30 SC80
16'-0" x 8'-0" SECT. GAR. DOOR16'-0" x 8'-0" SECT. GAR. DOOR 30 SC80
30 SC
80 16'-0" x 7'-0" SECT. GAR. DOOR
30 68
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30 68
30 68 3068
30 68
16'-0" x 8'-0" SECT. GAR. DOOR
30 SC80
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80 3068
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30 SC
80 30
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80 30
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80 30
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80 30
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80 30
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80 PLAN 6B
(ADA)PLAN 5
PLAN 6A
PLAN 6CPLAN 1
(ADA)
PLAN 4 PLAN 2
16'-0" x 8'-0" SECT. GAR. DOOR
8'-0" x 8'-0" SECT. GAR. DOOR
16'-0" x 8'-0" SECT. GAR. DOOR
30 SC
80 16'-0" x 8'-0" SECT. GAR. DOOR
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30 SC
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16'-0" x 7'-0" SECT. GAR. DOOR
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16'-0" x 8'-0" SECT. GAR. DOOR
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80 PLAN 6B
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PLAN 6C
PLAN 1
(ADA)
PLAN 4
PLAN 2
16'-0" x 8'-0" SECT. GAR. DOOR
8'-0" x 8'-0" SECT. GAR. DOOR
16'-0" x 8'-0" SECT. GAR. DOOR
30 SC
80 16'-0" x 8'-0" SECT. GAR. DOOR
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30 SC
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80 16'-0" x 7'-0" SECT. GAR. DOOR
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PLAN 1
(ADA)
PLAN 4
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16'-0" x 8'-0" SECT. GAR. DOOR16'-0" x 8'-0" SECT. GAR. DOOR 30SC 80
30 SC
80 16'-0" x 7'-0" SECT. GAR. DOOR
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(ADA)PLAN 5
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30 SC
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(ADA)PLAN 5
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PLAN 4 PLAN 2
16'-0" x 8'-0" SECT. GAR. DOOR 8'-0" x 8'-0" SECT. GAR. DOOR 16'-0" x 8'-0" SECT. GAR. DOOR 30SC 80
16'-0" x 8'-0" SECT. GAR. DOOR16'-0" x 8'-0" SECT. GAR. DOOR 30SC 80
30 SC
80 16'-0" x 7'-0" SECT. GAR. DOOR
30 68
3050 SH 3050 SH
30 68
30 68
3068
30 68
16'-0" x 8'-0" SECT. GAR. DOOR
30SC 80
30 SC
80 3068
3068
3068
30SC 80
30 SC
80 30
SC
80 30
SC
80 30
SC
80 30
SC
80 30
SC
80 PLAN 6B
(ADA)PLAN 5
PLAN 6A
PLAN 6C
PLAN 1
(ADA)
PLAN 4 PLAN 2
16'-0" x 8'-0" SECT. GAR. DOOR8'-0" x 8'-0" SECT. GAR. DOOR16'-0" x 8'-0" SECT. GAR. DOOR 30SC 80
16'-0" x 8'-0" SECT. GAR. DOOR 16'-0" x 8'-0" SECT. GAR. DOOR 30SC 80
30 SC
80 16'-0" x 7'-0" SECT. GAR. DOOR
30 68
3050SH3050SH
3068
30 68
3068
30 68
16'-0" x 8'-0" SECT. GAR. DOOR
30SC 80
30 SC
80 3068
3068
3068
30SC 80
30 SC
80 30
SC
80 30
SC
80 30
SC
80 30
SC
80 30
SC
80 PLAN 6B
(ADA) PLAN 5
PLAN 6A
PLAN 6C PLAN 1
(ADA)
PLAN 4PLAN 2
16'-0" x 8'-0" SECT. GAR. DOOR8'-0" x 8'-0" SECT. GAR. DOOR 16'-0" x 8'-0" SECT. GAR. DOOR
30SC 80
16'-0" x 8'-0" SECT. GAR. DOOR 16'-0" x 8'-0" SECT. GAR. DOOR 30SC 80
30 SC
80 16'-0" x 7'-0" SECT. GAR. DOOR
3068
3050SH3050SH
3068
30683068
30 68
16'-0" x 8'-0" SECT. GAR. DOOR
30SC 80
30 SC
80 3068
3068
3068
30SC 80
30 SC
80 30
SC
80 30
SC
80 30
SC
80 30
SC
80 30
SC
80 PLAN 6B(ADA)
PLAN 5
PLAN 6A
PLAN 6C
PLAN 1
(ADA)
PLAN 4PLAN 2
16'-0" x 8'-0" SECT. GAR. DOOR8'-0" x 8'-0" SECT. GAR. DOOR 16'-0" x 8'-0" SECT. GAR. DOOR
30SC 80
16'-0" x 8'-0" SECT. GAR. DOOR 16'-0" x 8'-0" SECT. GAR. DOOR 30SC 80
30 SC
80 16'-0" x 7'-0" SECT. GAR. DOOR
3068
3050SH
3050SH
30 68
30683068
30 68
16'-0" x 8'-0" SECT. GAR. DOOR
30SC 80
30 SC
80 3068
3068
3068
30SC 80
30 SC
80 30
SC
80 30
SC
80 30
SC
80 30
SC
80 30
SC
80 PLAN 6B(ADA)
PLAN 5
PLAN 6A
PLAN 6C
PLAN 1
(ADA)
PLAN 4
PLAN 2
16'-0" x 8'-0" SECT. GAR. DOOR
30 SC80
16'-0" x 8'-0" SECT. GAR. DOOR
30 SC80
30 SC
80 30
SC
80 30
SC
80 30
SC
80 30
SC
80 30SC 80
16'-0" x 7'-0" SECT. GAR. DOOR
30 68
3050 SH 3050 SH
3068
30 SC
80 PLAN 3
PLAN 4A
PLAN 6D
16'-0" x 8'-0" SECT. GAR. DOOR
30SC
80 16'-0" x 8'-0" SECT. GAR. DOOR
30SC 80
30 SC
80 30
SC
80 30
SC
80 30
SC
80 30
SC
80 30 SC80
16'-0" x 7'-0" SECT. GAR. DOOR
3068
30 50
SH30
50SH
3068
30 SC
80 PLAN 3
PLAN 4A
PLAN 6D
16'-0" x 8'-0" SECT. GAR. DOOR
30SC 80
16'-0" x 8'-0" SECT. GAR. DOOR
30 SC80
30 SC
80 30
SC
80 30
SC
80 30
SC
80 30
SC
80 30SC 80
16'-0" x 7'-0" SECT. GAR. DOOR
3068
30 50
SH
30 50
SH
3068
30 SC
80 PLAN 3
PLAN 4A
PLAN 6D
16'-0" x 8'-0" SECT. GAR. DOOR8'-0" x 8'-0" SECT. GAR. DOOR16'-0" x 8'-0" SECT. GAR. DOOR 30 SC80
16'-0" x 8'-0" SECT. GAR. DOOR 16'-0" x 8'-0" SECT. GAR. DOOR 30 SC80
30 SC
80 16'-0" x 7'-0" SECT. GAR. DOOR
30 68
30 68
30 68 3068
30 68
16'-0" x 8'-0" SECT. GAR. DOOR
30 SC80
30 SC
80 3068
3068
3068
30 SC
80 30
SC
80 30 68
30 68
30 68
30 68
2868
FX 3050FX 3050FX 3050 FX 3050FX 3050
24 68
FX 2040
FX 2040
FX 3050
FX 3050 FX 3050FX 3050FX 3050FX 3050
30 68BI-PASS6068 30 68
FX 3050FX 3050
BI-PASS5068 BI-PASS5068
2468
2468
2468
FX 3050FX 3050FX 3050FX 2050FX 2050FX 3050
3068
30 SC
80 30
SC
80 30
SC
80 30
SC
80 30
SC
80 PLAN 6B
(ADA) PLAN 5
PLAN 6A
PLAN 6C PLAN 1
(ADA)
PLAN 4PLAN 2
BLDG. 1
74.2 BLDG. 2
74.6 BLDG. 3
81.8 BLDG. 4
81.8 BLDG. 5
82.7 BLDG. 6
82.7 81.777.577.5
64.8 64.8
90.6 89.4 89.5
90.4 81.7
91.6 90.6
90.6 89.689.6
90.590.5
91.4 91.3
FX2050
FX4050 FX
2050FX 2050 FX2050
FX2050
2068
2068
20 68
2068
20 68
FX2050
FX50
FX20
50 FX2050
2068
KITCHEN
MEN
ENTRY
WOMEN
20 68
2068
20 68
2068
MECH.
FX2040 FX2040
FX4050 FX3050FX 3050
HALL
CONCEPTUAL FENCE AND WALL LEGEND
42" TUBE STEEL FENCE
RETAINING WALL PER CIVIL ENGINEER
RETAINING WALL WITH CABLE RAIL ATOP
RETAINING WALL WITH TS FENCING ATOP
FREESTANDING MASONRY WALL
COMBO WALL (SOUND ATTENUATING)
BARHAM DRIVE: SAN MARCOS, CA
HALLMARK COMMUNITIES
740 LOMAS SANTA FE DR., SUITE 204
SOLANA BEACH, CALIFORNIA, 92075
40 20 800
SCALE: 1"=40'-0"
12040
4/28/2021
02-23
«
DRAWN
APPROVED
JOB NO.
SCALE
REVISIONS
PLOT DATE
1ST SUBMITTAL 07-02-20
JP, KB
JP
4/28/2021
20-010
SEE SHEET
SHEET OF 05
2ND SUBMITTAL 10-26-20
3RD SUBMITTAL 12-31-20
4TH SUBMITTAL 04-27-21
LANDSCAPE
ARCHITECTURE
& PLANNING
gmplandarch.com
T 858 558 8977
3176 Lionshead Ave
Suite 102
Carlsbad, CA 92010CONCEPTUAL FENCE AND
WALL PLAN
05 L-05
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