ATTACHMENT A-10
PROJECT PLANS
INDEPENDENT ARCO STATION
ADDRESS: 200 N LAS POSAS ROAD,
SAN MARCOS,CA 92069
VIEW-1
VIEW-2
S
S
S
T
S
S
CONTROL POINTS
CP#NORTHINGEASTINGELEVATIONDESCRIPTION
S
MONUMENT NOTES
MON.#DESCRIPTION
S
T
GRAPHIC SCALE
FEET
PREPARED FORBENCHMARK UTILITY STATEMENT
Site
REVISIONS
A.L.T.A./N.S.P.S. LAND TITLE SURVEY
200 N. LAS POSAS RD. SAN MARCOS, CA 92069
FLOOD NOTE:
SURVEYOR'S NOTES
SURVEYOR OF RECORD
ITEMS CORRESPONDING TO TABLE A ITEMS
SITE INFORMATION
POSSIBLE ENCROACHMENT NOTES
NO SCALE
VICINITY MAP
LEGEND
SURVEYOR'S CERTIFICATE
BASIS OF BEARINGS
ZONING RESTRICTIONS
SCHEDULE B ITEMS
LEGAL DESCRIPTION
ROYEVRUSDNALDESNECIL
tnoPuD.DodnamrA
STATEOFCALIFORNIA
L.S. 7780
Date Signed:
03/10/2020
TUR TUR
TUR
F V F
FV
CAR WASH
FF=571.70
PAD=571.03
EQUIPMENT ROOM
FF=571.70; PAD=571.03
DO NOT ENTER
DO NOT ENTER
DO NOT ENTER
TE
TE
FOOD MART
FF=571.65
PAD=570.98
BUILDING
FF=570.73
PAD=570.06
S
T
WWWWW FFFFF
W
W
W
W
W
F
F
F
F
S S S S S S
S S S
S
S
S
S
S
S
S
SD SD SD
SD
SDSD
SDSD
SD
SDSDSD
SDSDSDSDSD
SD SD
570
571
572
571
570
572
570
570
571
572
572
571
570
569
571
571
571
571
571
571
S
S
S
S
S
W
W
W
W
W
W
(573.69)
(566.30)(562.50) (562.28)
(561.87)
(561.45)
(561.45)
(567.16)
(566.72)
(565.72)
(564.46)
(563.17)
(563.12)
(563.09)
(562.58)
(568.72)
(569.81)
(571.46)
(569.43)
(567.47)
(573.48)
(572.72)
(569.04)
(568.87)
570.97
FS
572.30 TC
571.80 FS
571.54 TC
571.04 FS
572.17 TC
571.67 FS
571.62 TC
571.12 FS
571.85 TC
571.35 FS
571.17
FS
571.60
FS
571.90
FS
570.83
TG
571.90 TC
571.40 FS
572.18 TC
571.68 FS
572.50 TC
572.00 FS
571.98 TC
571.48 FS
571.65 TC
571.15 FS
572.21 TC
571.71 FS
570.24
TC/0"CF
572.46 TC
571.96 FS
571.48
FS
572.39 TC
571.89 FS
572.06 TC
571.56 FS
570.93 TC
570.43 FS
572.24 TC
571.74 FS
572.18 TC
571.68 FS (572.42)
571.93 TC
571.43 FS
572.05 TC
571.55 FS
572.10 TC
571.60 FS
572.25 TC
571.75 FS
572.25 TC
571.75 FS
571.90 TC
571.40 FS
571.90
TC/0"CF
570.43
TC/0"CF
572.09 TC
571.59 FS
572.23 TC
571.73 FS
571.69 TC
571.19 FS
569.80
TC/0"CF
569.94
TC/0"CF
569.65
FG
571.40
FG
572.52
FG
572.50
FG
570.43
FG
571.47
FS
570.75
TC/0"CF
571.75 TC
571.25 FS
572.22 TC
571.72 FS
571.07
FS
571.20
TC/0"CF
571.88 TC
571.38 FS
570.74 TC
570.24 FS
572.33 TC
571.83 FS
569.58
TC/0"CF
572.18
FG
571.94
FL
571.02 TC
570.52 FS
570.19 TC
569.69 FS
571.34
FS
571.56
FS
4.37%
4.17%
0.61%
1.54%
0.94%
0.90%
1.45%
1.18%
1.03%
1.64%
0.03%
1.71%
1.54%
0.55%
1.80%
1.38%
0.80%
0.83%
0.51%
0.55%
0.84%
0.66%
3.63%
3.10%
0.67%
0.57%
0.98%
2.15%
2.30%
2.44%
0.88% 1.19%
1.91%
1.27%
1.89%
0.50%
0.72%
1.65%
1.38%
1.96%
0.50%
1.10%
0.58%
2.62%
1.86%
3.06%
0.60%
0.67% 1.40%
0.57%
0.21%
0.51%
0.61%
1.35% 1.67%
0.70%
1.45%
0.59%
0.66%0.67%
0.55%
1.26%
1.14%
1.89%
0.70%
0.62%
0.71%
0.61%
1.32% 0.99%
0.99%
0.99%
1.49%
2.51%
3.62%
3.75%
2.41%
0.80%
0.74%
1.87%
0.70%
1.41%
1.33%1.43%1.60% 1.54%
1.34%
0.96%
2.47%
2.71%1.00%
1.49%
0.89%
3.09% 2.94% 3.89%
1.99%
5.15%
(573.69)
0.53%
0.77%
45'
1.66%
3.09%
1.70%
5.51%
5 A
5 A
5 B
5 B
5 C
5 C
5 D
5 D
1.70%
1.04%
570.43 TC
569.93 FS
572.09 TC
571.59 FS 1.86%
1.89%
(560.96)
FL
(560.70)
FL
(560.45)
FL
(560.33)
FL
(561.10)
FL
(561.10)
FL
(564.46)
INV
101.23'
LAS POSAS ROAD
℄
EASEMENT FOR PUBLIC STREET AND UTILITY
AND DRAINAGE PURPOSES, RECORDING
NO. 2001-0093107 OF OFFICIAL RECORDS.
EASEMENT FOR PIPE LINES AND ROADS
PURPOSES, RECORDING NO. 124023
IN BOOK 6246, PAGE 11 OF OFFICIAL RECORDS
P/L
P/L
P/L
P/L
N23°37'17"E 334.29'
N66°21'42"W 250.00'
N23°37'17"E 285.96'
R=1960.08' L=25 4.82' Δ =7°26'56" T=127.59'
PROPOSED PUBLIC
PEDESTRIAN
ACCESS
EASEMENT
RIDGE LINE /
LIMITS
OF CANOPY
RIDGE
LINE
RIDGE
LINE
PRIVATE
BIOFILTRATION
BASIN - 1
569.40 FG
FLOW
LINE
FLOW
LINE
RIDGE
LINE
RIDGE
LINE
RIDGE
LINE
GB
FLOW
LINE
FLOW
LINE
FLOW
LINE
FLOW
LINE
RIDGE
LINE
FLOW
LINE
FLOW
LINE
PRIVATE
BIOFILTRATION
BASIN - 2
569.75 FG
PRIVATE
BIOFILTRATION
BASIN - 3
568.80 FG
PRIVATE
BIOFILTRATION
BASIN - 4
568.58 FG
PROPOSED 5.5' HIGH
MAX RETAINING WALL
PROPOSED 5.5' HIGH
MAX RETAINING & SCREEN
WALL
PROPOSED 12' HIGH
MAX RETAINING WALL
FLOW
LINE
FLOW
LINE
PROPOSED 11' HIGH
MAX RETAINING WALL
42'' HIGH MAX
SCREEN WALL
GB
GB
EXISTING 2.5', 1' DEEP
V-GUTTER TIE IN OVERFLOW PIPE
TO EXISTING V-GUTTER
LIMITS OF
CANOPY
BERM
FLOW
LINE
DRAIN INLET
PROTECT-IN-PLACE
EXISTING SPEED
LIMIT SIGN
PROTECT-IN-PLACE
EXISTING
TELCO VAULT
INSTALL "ONE WAY"
R6-1R SIGN
RELOCATE EXISTING ELECTRIC
CABINET AND PULL BOX
PROPOSED ELECTRIC
CABINET AND PULL BOX
RELOCATE EXISTING
UTILITIES OUTSIDE OF BIOFILTRATION
AND RETAINING WALL AREAS
2' HIGH MAX
RETAINING WALL
EXISTING V-GUTTER
TO BE REMOVED
REMOVE EXISTING RETAINING
WALL WITHIN PROPERTY
PROPOSED DRIVEWAY
PER SDRSD G-14E
4' X 0.75' WALL
OPENING
42'' HIGH MAX
SCREEN WALL
42'' HIGH MAX
SCREEN WALL
42'' HIGH MAX
SCREEN WALL
PRELIMINARY GRADING PLAN
LAS POSAS
200 NORTH LAS POSAS ROAD, SAN MARCOS, CA 92069
1 PRELIMINARY GRADING PLAN
LEGAL DESCRIPTION:
THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF SAN MARCOS, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS:
THE SOUTHEASTERLY 250 FEET OF LOT 2 IN BLOCK 102 OF RANCHO LOS VALLECITOS DE SAN
MARCOS, IN THE CITY OF SAN MARCOS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 806, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, DECEMBER 21, 1895.
VICINITY MAP
SCALE: 1" = 4000'
LEGEND:
PCC
SIDEWALK
PCC
PAVEMENT
P/L
R/W
CURB
CURB AND GUTTER
STORM DRAIN LINE
PROPOSED CONTOUR
EXISTING CONTOUR
TOP OF BIOFILTRATION
WATER SURFACE LEVEL
SD
ABBREVIATIONS:
AC ASPHALT CONCRETE
BW BACK OF WALK
CF CURB FACE
EG EXISTING GROUND
EX. EXISTING
FF FINISHED FLOOR
FG FINISHED GROUND
FL FLOW LINE
FS FINISHED SURFACE
INV INVERT
LP LOW POINT
MAX. MAXIMUM
MIN. MINIMUM
P/L PROPERTY LINE
R/W RIGHT OF WAY
SPPWC STANDARD PLANS FOR PUBLIC
WORKS CONSTRUCTION
SW SIDEWALK
TC TOP OF CURB
TE TRASH ENCLOSURE
TG TOP OF GRATE
XXX.XX PROPOSED ELEVATION
(XXX.XX) EXISTING ELEVATION
OF 6 SHEETS
SHEET
DATE:
JOB NO.
20036
5/26/2022
W:\20-036 LAS POSAS\DWG\20036PTB.dwg May 26, 2022 - 5:21pm
PRELIMINARY IMPROVEMENT PLANS
LAS POSAS
200 NORTH LAS POSAS ROAD,
SAN MARCOS, CA 92069
INC
Waber Consultants
PLANNING CIVIL ENGINEERING SURVEYING
19210 S VERMONT AVE., STE 115, GARDENA, CA 90248
P (424) 344-2464 F (562) 372-3282
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
TOLL FREE 1-800-227-2600
DIAL
BEFORE
YOU DIG
TWO WORKING
DAYS BEFORE
YOU DIG
REVISIONS
DATE DESCRIPTION
BENCHMARK
THE ELEVATIONS SHOWN HEREON ARE BASED UPON THE SMARTNET NORTH AMERICA C.O.R.S. CAOS, ELEVATION 105.18 FEET (NAVD 88).
0 SCALE: 1" = 20'
40'20'20' 10'
BASIS OF BEARINGS
THE BEARINGS SHOWN HEREON ARE BASED UPON THE CALIFORNIA COORDINATE SYSTEM OF 1983, CCS83, ZONE 6, (2020.20) IN ACCORDANCE TO THE CALIFORNIA PUBLIC RESOURCES CODE SECTIONS 8801-8819; SAID BEARINGS ARE DETERMINED LOCALLY UPON FIELD-OBSERVED TIES TO THE FOLLOWING LEICA SMARTNET NORTH AMERICA REFERENCE NETWORK (C.O.R.S):
S.N.N.A CAOS:
NORTHING = 2017460.64' EASTING = 6216589.72'
S.N.N.A CATE:
NORTHING = 2131970.88' EASTING = 6278783.53'
EARTHWORK QUANTITY ESTIMATE:
CUT 128 CY
FILL 8,089 CY
NET (IMPORT) 7,961 CY
ABBREVIATIONS:
CF CURB FACE
EX. EXISTING
FF FINISHED FLOOR
FL FLOW LINE
GB GRADE BREAK
PCC PORTLAND CEMENT CONCRETE
P/L PROPERTY LINE
RD ROOF DRAIN
R/W RIGHT OF WAY
SD STORM DRAIN
TC TOP OF CURB
X
X X X
XXX
XXX
XXX
XX
XX
TOS
TOS
TOS
TOS
TOS
TOS
TOS
TOS
TOS
TOS
TOS
TOS
TOS
TOS TOS TOS TOS TOS TOS
S
T
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
TUR TUR
TUR
F V F
FV
CAR WASH
FF=571.70
PAD=571.03
EQUIPMENT ROOM
FF=571.70; PAD=571.03
DO NOT ENTER
DO NOT ENTER
DO NOT ENTER
TE
TE
FOOD MART
FF=571.65
PAD=570.98
BUILDING
FF=570.73
PAD=570.06
SD SD SD
SD
SDSD
SDSD
SD
SDSDSD
SDSDSDSDSD
SD SD
570
571
572
571
570
572
570
570
571
572
572
571
570
569
571
571
571
571
571
571
LAS POSAS ROAD
℄
EASEMENT FOR PUBLIC STREET AND UTILITY
AND DRAINAGE PURPOSES, RECORDING
NO. 2001-0093107 OF OFFICIAL RECORDS.
EASEMENT FOR PIPE LINES AND ROADS
PURPOSES, RECORDING NO. 124023
IN BOOK 6246, PAGE 11 OF OFFICIAL RECORDS
P/L
P/L
P/L
P/L
N23°37'17"E
334.29'
N66°21'42"W 250.00'
N23°37'17"E 285.96'
R=1960.08' L=25 4.82' Δ =7°26'56" T=127.59'
PROPOSED PUBLIC
PEDESTRIAN
ACCESS
EASEMENT
S
S
S
S
S
W
W
W
W
W
W
TE
SW
SW
SW
SW
FDA
PL
PL
WW
FD
FD
FD
FD
BIOFILTRATION BASIN - 2
AREQUIRED = 444.22 SQ. FT.
APROVIDED = 472.40 SQ. FT.
BIOFILTRATION BASIN - 3
AREQUIRED = 262.07 SQ. FT.
APROVIDED = 226.81 SQ. FT.
BIOFILTRATION BASIN - 1
AREQUIRED = 454.82 SQ. FT.
APROVIDED = 475.56 SQ. FT.
STORMTRAP
AREQUIRED = 3,377.4 SQ-FT
APROVIDED = 3,421.3 SQ-FT
SEE SHEET 6 FOR DETAIL.
TE
PL
PL
AREA - 3
TOTAL 10,307 SF
PERVIOUS (LS) 676 SF
IMPERVIOUS (HS) 9,631 SF
AREA - 4
TOTAL 17,803
PERVIOUS (LS) 4,202 SF
IMPERVIOUS (HS) 13,601 SF
AREA - 2
TOTAL 21,471 SF
PERVIOUS (LS) 5,646 SF
IMPERVIOUS (HS) 15,825 SF
AREA - 1
TOTAL 20,637 SF
PERVIOUS (LS) 4,266 SF
IMPERVIOUS (HS) 16,371 SF
WWWWW FFFFF
W
W
W
W
W
F
F
F
F
S S S S S S
S S S
S
S
S
S
S
S
S
BIOFILTRATION BASIN - 4
AREQUIRED = 379.83 SQ. FT.
APROVIDED = 396.96 SQ. FT.
OF 6 SHEETS
SHEET
DATE:
JOB NO.
20036
1/26/2023
W:\20-036 las posas\DWG\20036P02SWQMP.dwg Jan 26, 2023 - 4:26pm
PRELIMINARY IMPROVEMENT PLANS
LAS POSAS
200 NORTH LAS POSAS ROAD,
SAN MARCOS, CA 92069
INC
Waber Consultants
PLANNING CIVIL ENGINEERING SURVEYING
19210 S VERMONT AVE., STE 115, GARDENA, CA 90248
P (424) 344-2464 F (562) 372-3282
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
TOLL FREE 1-800-227-2600
DIAL
BEFORE
YOU DIG
TWO WORKING
DAYS BEFORE
YOU DIG
REVISIONS
DATE DESCRIPTION
BENCHMARK
THE ELEVATIONS SHOWN HEREON ARE BASED UPON THE SMARTNET NORTH AMERICA C.O.R.S. CAOS, ELEVATION 105.18 FEET (NAVD 88).
0 SCALE: 1" = 20'
40'20'20' 10'
BASIS OF BEARINGS
THE BEARINGS SHOWN HEREON ARE BASED UPON THE CALIFORNIA COORDINATE SYSTEM OF 1983, CCS83, ZONE 6, (2020.20) IN ACCORDANCE TO THE CALIFORNIA PUBLIC RESOURCES CODE SECTIONS 8801-8819; SAID BEARINGS ARE DETERMINED LOCALLY UPON FIELD-OBSERVED TIES TO THE FOLLOWING LEICA SMARTNET NORTH AMERICA REFERENCE NETWORK (C.O.R.S):
S.N.N.A CAOS:
NORTHING = 2017460.64' EASTING = 6216589.72'
S.N.N.A CATE:
NORTHING = 2131970.88' EASTING = 6278783.53'
PRELIMINARY DMA EXHIBIT
LAS POSAS
200 NORTH LAS POSAS ROAD, SAN MARCOS, CA 92069
2 PRELIMINARY DMA EXHIBIT
LEGEND:
PERVIOUS AREA
BIOFILTRATION
DRAINAGE BOUNDARY
DI DRAIN INLET
TE TRASH ENCLOSURE
FDA FUEL DISPENSING AREA
SW SIDEWALK
PL PARKING LOT
WW WASH WATER
FD FLOOR DRAIN
STORMTRAP
INFORMATION:
· UNDERLYING HYDROLOGIC SOIL GROUP - SOIL TYPE C
· DEPTH OF GROUND WATER - 14 FEET
· NO WATERCOURSES, STREAMS, OR WETLANDS AT SITE.
· NO CRITICAL COARSE SEDIMENTS YIELD AREAS TO BE
PROTECTED AS PER WMAA DATA.
X
X X X
XXX
XXX
XXX
XX
XX
TOS
TOS
TOS
TOS
TOS
TOS
TOS
TOS
TOS
TOS
TOS
TOS
TOS
TOS TOS TOS TOS TOS TOS
S
T
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
TUR TUR
TUR
F V F
FV
CAR WASH
FF=571.70
PAD=571.03
EQUIPMENT ROOM
FF=571.70; PAD=571.03
DO NOT ENTER
DO NOT ENTER
DO NOT ENTER
TE
TE
FOOD MART
FF=571.65
PAD=570.98
BUILDING
FF=570.73
PAD=570.06
LAS POSAS ROAD
℄
EASEMENT FOR PUBLIC STREET AND UTILITY
AND DRAINAGE PURPOSES, RECORDING
NO. 2001-0093107 OF OFFICIAL RECORDS.
EASEMENT FOR PIPE LINES AND ROADS
PURPOSES, RECORDING NO. 124023
IN BOOK 6246, PAGE 11 OF OFFICIAL RECORDS
P/L
P/L
P/L
P/L
N23°37'17"E
334.29'
N66°21'42"W 250.00'
N23°37'17"E 285.96'
R=1960.08' L=25 4.82' Δ =7°26'56" T=127.59'
PROPOSED PUBLIC
PEDESTRIAN
ACCESS
EASEMENT
S
S
S
S
S
W
W
W
W
W
W
SD SD SD
SD
SDSD
SDSD
SD
SDSDSD
SDSDSDSDSD
SD SD
570
571
572
571
570
572
570
570
571
572
572
571
570
569
571
571
571
571
571
571
STORMTRAP
561.00 INV
AREQUIRED = 3,377.4 SQ-FT
APROVIDED = 3,421.3 SQ-FT
TRENCH DRAINS TO BE LOCATED
AT ENTRACE / EXIT TO CAR WASH TO
CAPTURE WASTEWATER
SUMP PUMP
560.95 INV-IN
567.50 INV-OUT
561.00
INV
561.00 INV
(560.28) FL
S S S S S S
S S S
S
S
S
S
S
S
S
WWWWW FFFFF
W
W
W
W
W
F
F
F
F
566.8
INV
567.25
INV
567.90
INV
565.80
INV
564.50
INV
564.25
INV
566.50
INV
567.00
INV
OF 6 SHEETS
SHEET
DATE:
JOB NO.
20036
1/26/2023
W:\20-036 las posas\DWG\20036P03SD.dwg Jan 26, 2023 - 4:26pm
PRELIMINARY IMPROVEMENT PLANS
LAS POSAS
200 NORTH LAS POSAS ROAD,
SAN MARCOS, CA 92069
INC
Waber Consultants
PLANNING CIVIL ENGINEERING SURVEYING
19210 S VERMONT AVE., STE 115, GARDENA, CA 90248
P (424) 344-2464 F (562) 372-3282
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
TOLL FREE 1-800-227-2600
DIAL
BEFORE
YOU DIG
TWO WORKING
DAYS BEFORE
YOU DIG
REVISIONS
DATE DESCRIPTION
BENCHMARK
THE ELEVATIONS SHOWN HEREON ARE BASED UPON THE SMARTNET NORTH AMERICA C.O.R.S. CAOS, ELEVATION 105.18 FEET (NAVD 88).
0 SCALE: 1" = 20'
40'20'20' 10'
BASIS OF BEARINGS
THE BEARINGS SHOWN HEREON ARE BASED UPON THE CALIFORNIA COORDINATE SYSTEM OF 1983, CCS83, ZONE 6, (2020.20) IN ACCORDANCE TO THE CALIFORNIA PUBLIC RESOURCES CODE SECTIONS 8801-8819; SAID BEARINGS ARE DETERMINED LOCALLY UPON FIELD-OBSERVED TIES TO THE FOLLOWING LEICA SMARTNET NORTH AMERICA REFERENCE NETWORK (C.O.R.S):
S.N.N.A CAOS:
NORTHING = 2017460.64' EASTING = 6216589.72'
S.N.N.A CATE:
NORTHING = 2131970.88' EASTING = 6278783.53'
PRELIMINARY STORM DRAIN PLAN
LAS POSAS
200 NORTH LAS POSAS ROAD, SAN MARCOS, CA 92069
3 PRELIMINARY STORM DRAIN PLAN
LEGEND:
PERVIOUS AREA
BIOFILTRATION
DRAINAGE BOUNDARY
DI DRAIN INLET
TE TRASH ENCLOSURE
FDA FUEL DISPENSING AREA
SW SIDEWALK
PL PARKING LOT
WW WASH WATER
FD FLOOR DRAIN
PERFORATED CMP
X
X X X
XXX
XXX
XXX
XX
XX
TOS
TOS
TOS
TOS
TOS
TOS
TOS
TOS
TOS
TOS
TOS
TOS
TOS
TOS TOS TOS TOS TOS TOS
S
T
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
TUR TUR
TUR
F V F
FV
CAR WASH
FF=571.70
PAD=571.03
EQUIPMENT ROOM
FF=571.70; PAD=571.03
DO NOT ENTER
DO NOT ENTER
DO NOT ENTER
TE
TE
FOOD MART
FF=571.65
PAD=570.98
BUILDING
FF=570.73
PAD=570.06
LAS POSAS ROAD
℄
EASEMENT FOR PUBLIC STREET AND UTILITY
AND DRAINAGE PURPOSES, RECORDING
NO. 2001-0093107 OF OFFICIAL RECORDS.
EASEMENT FOR PIPE LINES AND ROADS
PURPOSES, RECORDING NO. 124023
IN BOOK 6246, PAGE 11 OF OFFICIAL RECORDS
P/L
P/L
P/L
P/L
N23°37'17"E
334.29'
N66°21'42"W 250.00'
N23°37'17"E 285.96'
R=1960.08' L=25 4.82' Δ =7°26'56" T=127.59'
PROPOSED PUBLIC
PEDESTRIAN
ACCESS
EASEMENT
S
S
S
S
S
W
W
W
W
W
W
SD SD SD
SD
SDSD
SDSD
SD
SDSDSD
SDSDSDSDSD
SD SD
570
571
572
571
570
572
570
570
571
572
572
571
570
569
571
571
571
571
571
571
SD SD SD
SD
SDSD
SDSD
SD
SDSDSD
SDSDSDSDSD
SD SD
S S S S S S
S S S
S
S
S
S
S
S
S
WWWWW FFFFF
W
W
W
W
W
F
F
F
F
CLARIFIER
PROPOSED 4''
SEWER LINE
PROPOSED 2''
DOMESTIC LATERAL
GREASE
INTERCEPTOR
PROPOSED 2''
DOMESTIC LATERAL
PROPOSED 2''
DOMESTIC LATERAL
PROPOSED 6''
FIRE LINE
PROPOSED 6''
FIRE LINE
PROPOSED 4''
SEWER LINE
PROPOSED 4''
SEWER LINE
PROPOSED 2''
METER & BACKFLOW
PROPOSED 6''
DCDA
TIE-IN TO EXISTING
SEWER MAIN
TIE-IN TO EXISTING
WATER MAIN
PROPOSED 4''
SEWER LINE
PROPOSED 4''
SEWER LINE
TIE-IN TO CAR
WASH BUILDING
OF 6 SHEETS
SHEET
DATE:
JOB NO.
20036
1/26/2023
W:\20-036 las posas\DWG\20036P04UT.dwg Jan 26, 2023 - 4:27pm
PRELIMINARY IMPROVEMENT PLANS
LAS POSAS
200 NORTH LAS POSAS ROAD,
SAN MARCOS, CA 92069
INC
Waber Consultants
PLANNING CIVIL ENGINEERING SURVEYING
19210 S VERMONT AVE., STE 115, GARDENA, CA 90248
P (424) 344-2464 F (562) 372-3282
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
TOLL FREE 1-800-227-2600
DIAL
BEFORE
YOU DIG
TWO WORKING
DAYS BEFORE
YOU DIG
REVISIONS
DATE DESCRIPTION
BENCHMARK
THE ELEVATIONS SHOWN HEREON ARE BASED UPON THE SMARTNET NORTH AMERICA C.O.R.S. CAOS, ELEVATION 105.18 FEET (NAVD 88).
0 SCALE: 1" = 20'
40'20'20' 10'
BASIS OF BEARINGS
THE BEARINGS SHOWN HEREON ARE BASED UPON THE CALIFORNIA COORDINATE SYSTEM OF 1983, CCS83, ZONE 6, (2020.20) IN ACCORDANCE TO THE CALIFORNIA PUBLIC RESOURCES CODE SECTIONS 8801-8819; SAID BEARINGS ARE DETERMINED LOCALLY UPON FIELD-OBSERVED TIES TO THE FOLLOWING LEICA SMARTNET NORTH AMERICA REFERENCE NETWORK (C.O.R.S):
S.N.N.A CAOS:
NORTHING = 2017460.64' EASTING = 6216589.72'
S.N.N.A CATE:
NORTHING = 2131970.88' EASTING = 6278783.53'
PRELIMINARY UTILITY PLAN
LAS POSAS
200 NORTH LAS POSAS ROAD, SAN MARCOS, CA 92069
4 PRELIMINARY UTILITY PLAN
IMPERMEABLE NON-WOVEN
GEOTEXTILE MEMBRANE
BIOFOLTRATION BASIN 2 DETAIL
SECTION A-A
SCALE: 1" = 2'
2"
FREEBOARD
IMPERMEABLE NON-WOVEN
GEOTEXTILE MEMBRANE
6" PERFORATED
PVC PIPE
AGGREGATE STORAGE
LAYER
3:1 MAX.
SLOPE
3" MULCH LAYER
(VEGETATION PER
LANDSCAPE PLANS)
WATER SURFACE
LEVEL
9"
1'-6"6"
OVERFLOW DRAIN
INLET
4" PVC
RISER
FILTER
COURSE
6"
PONDING
1'-0"
16.7'
569.75
FG
571.20
TC/0'' CF
571.23
FS
571.73
TC
572.50
FG
(565.92)
FG
P/L
EXISTING BLOCK WALL
PROPOSED RETAINING
WALL
IMPERMEABLE NON-WOVEN
GEOTEXTILE MEMBRANE
BIOFILTRATION BASIN 4 DETAIL
SECTION D-D
SCALE: 1" = 2'
2"
FREEBOARD
IMPERMEABLE NON-WOVEN
GEOTEXTILE MEMBRANE
6" PERFORATED
PVC PIPE
AGGREGATE STORAGE
LAYER
3:1 MAX.
SLOPE
3" MULCH LAYER
(VEGETATION PER
LANDSCAPE PLANS)
WATER SURFACE
LEVEL
9"
1'-6"6"
OVERFLOW
DRAIN INLET
4" PVC
RISER
FILTER
COURSE
6"
PONDING
1'-0"
EXISTING SIDEWALK
EXISTING CURB AND GUTTER
IMPERMEABLE NON-WOVEN
GEOTEXTILE MEMBRANE
BIOFILTRATION BASIN 3 DETAIL
SECTION C-C
SCALE: 1" = 2'
2"
FREEBOARD
IMPERMEABLE NON-WOVEN
GEOTEXTILE MEMBRANE
6" PERFORATED
PVC PIPE
AGGREGATE STORAGE
LAYER
3:1 MAX.
SLOPE
3" MULCH LAYER
(VEGETATION PER
LANDSCAPE PLANS)
WATER SURFACE
LEVEL
9"
1'-6"6"
OVERFLOW
DRAIN INLET
4" PVC
RISER
FILTER
COURSE
6"
PONDING
1'-0"
EXISTING SIDEWALK
EXISTING CURB AND GUTTER
IMPERMEABLE NON-WOVEN
GEOTEXTILE MEMBRANE
BIOFILTRATION BASIN 1 DETAIL
SECTION B-B
SCALE: 1" = 2'
2"
FREEBOARD
IMPERMEABLE NON-WOVEN
GEOTEXTILE MEMBRANE
6" PERFORATED
PVC PIPE
AGGREGATE STORAGE
LAYER
3:1 MAX.
SLOPE 3" MULCH LAYER
(VEGETATION PER
LANDSCAPE PLANS)
WATER SURFACE
LEVEL
9"
2'-0"6"
OVERFLOW DRAIN
INLET
4" PVC
RISER
FILTER
COURSE
6"
PONDING
1'-0"
EXISTING SIDEWALK
R/WR/W
R/W
(573.19)
TC
(573.33)
FS
570.40
FG
569.40
FG
571.06
TC
EXISTING CURB AND GUTTER
(569.43)
TC
(569.47)
FS569.27
FG
570.38
TC
(567.23)
TC
(567.33)
FS
568.58
FG
569.24
FG
569.92
TC
WATER
PROOFING
7.86' 5.32'
4.15'
(569.29)
(569.70)
FG
PROPOSED
CURB PROPOSED
CURB
EXISTING SURFACE
EXISTING SURFACE
EXISTING SURFACE
EXISTING SURFACE
5 IN/HR MIN.
SOIL MEDIA
PROPOSED RETAINING
WALL
1:1
SLOPE
1:1
SLOPE
WATER
PROOFING
PROPOSED SCREEN
WALL
WATER
PROOFING
PROPOSED RETAINING
WALL
1:1
SLOPE
1:1
SLOPE
5 IN/HR MIN.
SOIL MEDIA
5 IN/HR MIN.
SOIL MEDIA
5 IN/HR MIN.
SOIL MEDIA
PROPOSED
PCC PAVEMENT
PROPOSED
PCC PAVEMENT
PROPOSED
PCC PAVEMENTPROPOSED
PCC PAVEMENT
1'-0"
1'-0"
1'-0"
1'-0"
PROPOSED 42''
GUARD RAIL
RIP-RAP
PROPOSED 42" HIGH
SCREEN WALL
PROPOSED 42" HIGH
SCREEN WALL
WATER
PROOFING
WATER
PROOFING
PROPOSED 42''
GUARD RAIL
SECTIONS
LAS POSAS
200 NORTH LAS POSAS ROAD, SAN MARCOS, CA 92069
5 SECTIONS
OF 6 SHEETS
SHEET
DATE:
JOB NO.
20036
1/26/2023
W:\20-036 las posas\DWG\20036P04SC.dwg Jan 26, 2023 - 4:27pm
PRELIMINARY IMPROVEMENT PLANS
LAS POSAS
200 NORTH LAS POSAS ROAD,
SAN MARCOS, CA 92069
INC
Waber Consultants
PLANNING CIVIL ENGINEERING SURVEYING
19210 S VERMONT AVE., STE 115, GARDENA, CA 90248
P (424) 344-2464 F (562) 372-3282
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
TOLL FREE 1-800-227-2600
DIAL
BEFORE
YOU DIG
TWO WORKING
DAYS BEFORE
YOU DIG
REVISIONS
DATE DESCRIPTION
BENCHMARK
THE ELEVATIONS SHOWN HEREON ARE BASED UPON THE SMARTNET NORTH AMERICA C.O.R.S. CAOS, ELEVATION 105.18 FEET (NAVD 88).
BASIS OF BEARINGS
THE BEARINGS SHOWN HEREON ARE BASED UPON THE CALIFORNIA COORDINATE SYSTEM OF 1983, CCS83, ZONE 6, (2020.20) IN ACCORDANCE TO THE CALIFORNIA PUBLIC RESOURCES CODE SECTIONS 8801-8819; SAID BEARINGS ARE DETERMINED LOCALLY UPON FIELD-OBSERVED TIES TO THE FOLLOWING LEICA SMARTNET NORTH AMERICA REFERENCE NETWORK (C.O.R.S):
S.N.N.A CAOS:
NORTHING = 2017460.64' EASTING = 6216589.72'
S.N.N.A CATE:
NORTHING = 2131970.88' EASTING = 6278783.53'
PRELIMINARY DETAIL
6 PRELIMINARY DETAIL
OF 6 SHEETS
SHEET
DATE:
JOB NO.
20036
1/26/2023
W:\20-036 las posas\DWG\20036P06DT.dwg Jan 26, 2023 - 4:27pm
PRELIMINARY IMPROVEMENT PLANS
LAS POSAS
200 NORTH LAS POSAS ROAD,
SAN MARCOS, CA 92069
INC
Waber Consultants
PLANNING CIVIL ENGINEERING SURVEYING
19210 S VERMONT AVE., STE 115, GARDENA, CA 90248
P (424) 344-2464 F (562) 372-3282
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
TOLL FREE 1-800-227-2600
DIAL
BEFORE
YOU DIG
TWO WORKING
DAYS BEFORE
YOU DIG
REVISIONS
DATE DESCRIPTION
BENCHMARK
THE ELEVATIONS SHOWN HEREON ARE BASED UPON THE SMARTNET NORTH AMERICA C.O.R.S. CAOS, ELEVATION 105.18 FEET (NAVD 88).
BASIS OF BEARINGS
THE BEARINGS SHOWN HEREON ARE BASED UPON THE CALIFORNIA COORDINATE SYSTEM OF 1983, CCS83, ZONE 6, (2020.20) IN ACCORDANCE TO THE CALIFORNIA PUBLIC RESOURCES CODE SECTIONS 8801-8819; SAID BEARINGS ARE DETERMINED LOCALLY UPON FIELD-OBSERVED TIES TO THE FOLLOWING LEICA SMARTNET NORTH AMERICA REFERENCE NETWORK (C.O.R.S):
S.N.N.A CAOS:
NORTHING = 2017460.64' EASTING = 6216589.72'
S.N.N.A CATE:
NORTHING = 2131970.88' EASTING = 6278783.53'
NORTH LAS POSAS ROAD
T
TUR TUR
TUR
F V F
FV
NORTH LAS POSAS ROAD
S
T
TUR TUR
TUR
FV F
FV
1 1
PL-1
PRELIMINARY
LANDSCAPE PLAN
Issue
ofSheet #NN
THIS IS A COPYRIGHTED DOCUMENT AND MAY NOT BE REPRODUCED IN PART OR WHOLE WITHOUT WRITTEN PERMISSION OF ARCADIA STUDIO INC. COPYRIGHT 2011.
Date
Revisions
Drawn By
Job Number
Checked by
Issue
202 East Cota Street
Santa Barbara, CA 93101
tel 805.962.9055
fax 805.962.5658
arcadiastudio.com
Drawing Name:
\\ARCADIA\Projects\2020 Projects\20.055 A&S San Marcos\20.055 CAD\20.055 In Progress\A&S San Marcos\sheets\Prelimininary Landscape Plan\PL-1 Preliminary Landscape Plan.dwg Plot date:
2022-05-18 1:51 PM
20.055
MG/SNS BC
INDEPENDENT200 North Las Posas RdSan Marcos, CA 92069
0 20 4010
Scale:
1" = 20'
TREE & PLANT LEGEND
NAME SIZE QTY Water Use
Quercus engelmannii / 24" box 7 Very Low Engelmann Oak
Chilopsis 'Art's Seedless' / 24" box 10 Low Art's Seedless Desert Willow
Acacia baileyana / 15 Gal 4 Low
Cootamurda Wattle
Acacia stenophylla / 15 Gal 12 Low Shoestring Acacia
Parkinsonia 'Desert Museum' / 15 Gal 12 Low Desert Museum Palo Verde
Brahea edulis / 24" box 4 Low Guadalupe palm
Lantana 'Sunburst' / 5 Gal 22 Low Sunburst Lantana
Rhamnus 'Mound San Bruno' / 5 Gal 78 Low Mound San Bruno Coffeeberry
Berberis aquifolium / 5 Gal 96 Low Oregon Grape
Anigozanthos 'Big Red' + 'Harmony' / 5 Gal 5' OC Low Red-Yellow Kangaroo Paw
Calylophus berlandieri / 1 Gal 5' OC Low Berlander's Sundrops
Dianella revoluta 'Baby Bliss' / 1 Gal 24" OC Low Baby Bliss Flax Lily
Senecio mandraliscae / 1 Gal 24" OC Low Blue Chalk Fingers
Juncus patens / 1 Gal 18" OC Low California Gray Rush
MacFadyena unguis-cati / 5 Gal 7 Low Cat Claw Vine
CONCEPTUAL PLANT PALETTE Shrubs and
PerennialsTrees
Quercus engelmannii /
Engelmann Oak
Chilopsis 'Art's Seedless' /
Art's Seedless Desert Willow
Acacia baileyana /
Cootamurda Wattle
Acacia stenophylla /
Shoestring Acacia
Parkinsonia 'Desert Museum' /
Desert Museum Palo Verde
Dianella revoluta 'Baby Bliss' /
Baby Bliss Flax Lily
Brahea edulis /
Guadalupe palm
Trachycarpus fortunei /
Windmill Palm
Berberis aquifolium /
Oregon Grape
Calylophus berlandieri /
Berlander's Sundrops
Senecio mandraliscae /
Blue Chalk Fingers
Anigozanthos 'Big Red' + 'Harmony' /
Red-Yellow Kangaroo Paw
Lantana 'Sunburst' /
Sunburst Lantana
Rhamnus 'Mound San Bruno' /
Mound San Bruno Coffeeberry
MacFadyena unguis-cati /
Cat Claw Vine
Quercus engelmannii /
Engelmann Oak
Brahea edulis /
Guadalupe palm
Chilopsis 'Art's Seedless' /
Art's Seedless Desert Willow
Acacia baileyana /
Cootamurda Wattle
Acacia stenophylla /
Shoestring Acacia
Parkinsonia 'Desert Museum' /
Desert Museum Palo Verde
Lantana 'Sunburst' /
Sunburst Lantana
Berberis aquifolium /
Oregon Grape
MacFadyena unguis-cati /
Cat Claw Vine
Rhamnus 'Mound San Bruno' /
Mound San Bruno Coffeeberry
Dianella revoluta 'Baby Bliss' /
Baby Bliss Flax Lily
Calylophus berlandieri /
Berlander's Sundrops
Senecio mandraliscae /
Blue Chalk Fingers
Anigozanthos 'Big Red' + 'Harmony' /
Red-Yellow Kangaroo Paw
THIS AREA TO REMAIN UNPLANTED AS NATIVE LANDSCAPE BUFFER No. 3513
EXP. 10.31.22
Hydrozone Map
Not to Scale
Zones 1, 5, and 7 irrigate trees
Zone 1
Zone 3 Zone 9
Zone 3
Zone 10
Zone 4
Zone 4
Zone 11
Zone 6
Zone 8
Zone 8
Zone 9
Zone 8
Zone 12
Zone 13
Zone
14 Zone
14 Zone
15 Zone
15 Zone
15 Zone
15 Zone
15 Juncus patens/
California Gray Rush
Juncus patens /
California Gray Rush
A Certificate of Completion shall be filled out and certified by either the designer of the landscape plans, the signer of the irrigation plans, or the licensed landscape contractor for the project. The Certificate of Completion shall contain, at a minimum, the following:
•An Irrigation audit report shall be completed at the time of final inspection •At the time of final inspection, the permit applicant must provide the owner of the property with a certificate of installation, irrigation schedule and a schedule of landscape and irrigation maintenance. “I HAVE COMPLIED WITH THE CRITERIA OF
THE ORDINANCE AND APPLIED THEM
ACCORDINGLY FOR THE EFFICIENT USE OF
WATER IN THE IRRIGATION DESIGN PLANS”.
_____________________________________
Derrik Eichelberger
Project Information:
Project Applicant: A&S Engineering
Project Type: Commercial
Project Contact: Ahmad Ghaderi
Phone: 661-250-9300
Project Address: 200 North Las Posas Rd San Marcos, CA 92069 Landscape Information:
Total Landscape Area: 13,032 sf
Water Supply: Vallecitos Water District
Water Meter with Backflow: Verify Meter Size and PSI
I agree to comply with the requirements of the prescriptive compliance option of the MWELO.
__________ ____________________
Date Signature
I have complied with the criteria in MWELO and applied them for the efficient use of water in the landscape design plan. __________ ____________________
Date Signature
05/18/2022
CONSTRUCTION
NOT FOR
05/18/2022
05/18/2022
DO NOT ENTER
S
S
T
REGULAR 25K
PREMIUM 12K
DIESEL 10K
TUR
TUR
TUR
F V
F
FV
2"
6"
10"
3'-8"
4'-1"
9'-3"
11'
2'-1"
1'-3"
1'-10"
6'-0"
14'-1"
8'-5"
1'-6"
SALES AREA
OFFICE ROOM
CASHIER
WALK-IN
COOLER
17 DOOR
WALK-IN
FREEZER
UTILITY ROOM
TO GO
FOUNTAIN
COFFEE
HOT FOOD
CONDIMENT
COFFEE
CONDIMENT
CONSTRUCTION FLOOR PLAN
MEN
WOMEN
DRIVE-THRU
WINDOW
(P)
1200 SQ.FT
SPACE
(P)
3800 SQ.FT
FOOD MART
CONSTRUCTION FLOOR PLAN
CAR WASH BAY
EQUIPMENT ROOM
VEHICLE
ENTRANCE
VEHICLE
EXIT
NORTH ELEVATION
SOUTH ELEVATION
EAST ELEVATION WEST ELEVATION
SIGN
COLOR LEGEND
MATERIAL LEGEND
carwash
exit
carwash
WEST ELEVATION EAST ELEVATION
NORTH ELEVATION
SOUTH ELEVATION
entrance
carwash
COLOR LEGEND
MATERIAL LEGEND
CANOPY PLAN
EAST ELEVATION
WEST ELEVATION
COLOR LEGEND
MATERIAL LEGEND
NORTH ELEVATION
SOUTH ELEVATION
COLOR LEGEND
MATERIAL LEGEND
BENJAMIN MOORE, 1077 "GREAT PLAINS GOLD", SATIN FINISH BENJAMIN MOORE, 1030 "BRANDY CREAM", SATIN FINISH BENJAMIN MOORE, 2121-30 "PEWTER", HIGH GLOSS FINISHP-1 P-2 P-3 BP YELLOW - BENJAMIN MOORE, 2022-10, "YELLOW"
HIGH HIDING WHITE
- GLIDDEN PROFESSIONAL, ORDER #A0128, SPEC #50GY 83/010, "WHITE WING" - SHERWIN WILLIAMS, SW7006, "EXTRA WHITE"
- BENJAMIN MOORE, OC-67, "ICE MIST" - P28 4B DTM (GALLON) P-15
P-4
ARCO BLUE
- ICI PAINTS, IN DEVELOPMENT
- SHERWIN WILLIAMS, HYDROGLOSS B65T184, CUSTOM COLOR
- BENJAMIN MOORE, ARCO BLUE - PMS 288C, CUSTOM COLOR P28 4B DTM ACRYLIC GLOSS ENAMEL (GALLON) MA 24, WH 16, BB 4X
P-11
ARCO LIGHT BLUE (APPLIED VINYL FILM)
- AVERY, UC 900-682-O (A9582-O) "PANTONE PROCESS BLUE"- 3M, 3560-57 "OLYMPIC BLUE"
CULTURED STONE MANUFACTURED STONE VENEER OVER 1" MORTAR OVER 2-GRADE "D" PAPER OVER PLYWOOD SHEATHING.
MFG: CULTURED STONE
ALUMINUM COMPOSITE MATERIAL, PANTONE PMS 166c, "ORANGE"P-D1 STONE ACM-1
ALUMINUM COMPOSITE MATERIAL,
ALUCOBOND, "RUSTIC WALNUT"
ACM-2
STANDING SEAM METAL.
COLOR: ALOOF GRAYROOF
A-A
A-A
B-B
B-B
05/16/2022 IJ