legend x9 x 87 beginning s. 31° 31' 50 e. to a …...31' 50" e. from the southwest...
TRANSCRIPT
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013-03
0-009
S
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013-02
5-024
313 CENTER ST
013-02
5-016
309 CENTER ST
013-02
5-015
301 CENTER ST
013-02
5-023
412 EAST ST
013-02
5-022
410A & 41
0B
EAST ST
013-02
5-021
408A & 40
8B
EAST ST
013-02
5-020
406A & 40
6B
EAST ST
013-02
5-019
404 EAST ST
013-02
5-008
400 EAST ST
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K
B
IK
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T
R
A
IL
6
1
2
5
3
4
8
7
14,292
SF
15,661
SF
9,062
SF
7,125
SF
8,076
SF
7,565
SF
10,037
SF
8,667
SF1
-
10
96,9
26 SF
10,378
SF
LOT K
9,921
SF
CURVE TABLE
CURVE #
ARC
LENGTH
RADIUS DELTA
CHORD
DIRECTION
CHORD
LENGTH
6-4-2018
22
60
D
ou
gla
s B
lvd, S
uite
1
60
, R
ose
ville
, CA 9
56
61
Ph
: 9
16
-7
72
-7
80
0 F
ax: 9
16
-7
72
-7
80
4
ww
w.R
FE
en
gin
ee
rin
g.co
m
415 E
AS
T S
TR
EE
T
RO
SE
VIL
LE
, C
A 95678
PL
17-0036
VS
R
EA
L E
ST
AT
E, LLC
6345 A
UB
UR
N B
LV
D. S
UIT
E B
SA
CR
AM
EN
TO
, C
A 95815
VIT
ALIY
S
CO
TS
(916) 459-5959
TM-01
6
TE
NT
AT
IV
E
SU
BD
IV
IS
IO
N M
AP
PROPERTY INFORMATION
ITEMREQUIREMENTS
TENTATIVE SUBDIVISION MAP FOR:
415 EAST STREET
ROSEVILLE, CA 95678
APN: 013-030-009-000
PL 17-0036
SHEET INDEX:
CIVIL
TM-01 TENTATIVE SUBDIVISION MAP
TM-02 PRELIMINARY GRADING & DRAINAGE PLAN
TM-03 PRELIMINARY WATER & SEWER PLAN
TM-04 PRE CONSTRUCTION SHED MAP
TM-05 POST CONSTRUCTION SHED MAP
TM-06 TREE MITIGATION PLAN
TOPOGRAPHIC SURVEY:
SURVEY BY RFE ENGINEERING, INC.
DATED: 03-23-2016
FLOOD NOTE:
ACCORDING TO THE FLOOD INSURANCE RATE MAP DATED NOVEMBER 21, 2001 THE
SITE IS LOCATED IN:
ZONE "AE" AREA DETERMINED TO BE IN THE FLOOD PLAIN WITH BASE FLOOD
ELEVATIONS DETERMINED.
BASE FLOOD ELEVATIONS ON OR ADJACENT TO THE PROJECT SITE VARY FROM 151
TO 153 FEET IN ELEVATION.
PANEL NO. 06061C0479G
DATED: NOVEMBER 21, 2001
BENCHMARK:
CITY OF ROSEVILLE BM NO. 33, WHICH IS A 3.5” BRASS DISC MARKED LS 5084 AUG
1990 LOCATED ABOVE DI ON THE TOP BACK OF CURB ON THE NORTH SIDE OF
SIERRA GARDENS DRIVE, 500 FEET EASTERLY OF THE INTERSECTION OF SANTA
CLARA DRIVE AND SIERRA GARDEN DRIVE.
CITY OF ROSEVILLE ELEVATION = 183.305
ADD 2.5' TO CITY OF ROSEVILLE DATUM FOR NAVD 88 DATUM ELEVATIONS.
PROPERTY OWNER:
VITALIY SKOTS
7265 STEEPLE CHASE DRIVE
SHINGLE SPRINGS, CA 95682
916-459-5959
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS MAP IS THE SOUTH LINE OF “ENWOOD TRACT NO.
2”, FILED FOR RECORD IN BOOK D OF MAPS, AT PAGE 7, WHICH IS IDENTICAL WITH
“ENWOOD”, FILED FOR RECORD IN BOOK C OF MAPS, AT PAGE 35, AND WAS
ESTABLISHED BY THE SPLIT OF THE IMPROVEMENTS FOR SHEARER STREET, PARRY
STREET AND CENTER STREET AND THE TWO FOUND MONUMENTS SHOWN HEREON
BUT NOT OF RECORD. SAID SOUTH LINE HAS A RECORD BEARING OF N 58° 42' E.
PRELIMINARY TITLE REPORT:
FIRST AMERICAN TITLE COMPANY
ORDER NO. 3402-5041911
DATED: NOVEMBER 03, 2015
LEGAL DESCRIPTION:
REAL PROPERTY IN THE CITY OF ROSEVILLE, COUNTY OF PLACER, STATE OF
CALIFORNIA, DESCRIBED AS FOLLOWS:
THAT PORTION OF THE SOUTHEAST ONE-QUARTER OF SECTION 35, T. 11 N., R. 6 E. M. D.
B. & M. DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT WHICH IS THE SOUTHWEST CORNER OF THAT CERTAIN PARCEL
OF LAND DESCRIBED IN THAT CERTAIN DEED TO J.E. RILEY, RECORDED IN BOOK 446 OF
OFFICIAL RECORDS OF PLACER COUNTY, AT PAGE 227; THENCE FROM SAID POINT OF
BEGINNING S. 31° 31' 50" E. TO A POINT ON THE SOUTH LINE OF THAT CERTAIN
EASEMENT FROM W.L. TAYLOR TO THE CITY OF ROSEVILLE, DATED NOVEMBER 8, 1957;
THENCE ALONG SAID SOUTH LINE, ALONG COURSES 6, 5, 4, AND 3, AS SAID COURSES
ARE NUMBERED AND DESCRIBED IN SAID EASEMENT, TO A POINT THAT BEARS S. 31°
31' 50" E. FROM THE SOUTHWEST CORNER OF "ENWOOD TRACT NO 1", PER THE PLAT
THEREOF FILED IN THE OFFICE OF THE RECORDER OF PLACER COUNTY; THENCE N. 31°
31' 50" W. TO A ONE INCH IRON PIPE THAT BEARS S. 58° 26' 10" W. 100 FEET FROM THE
SOUTHWEST CORNER OF "ENWOOD TRACT NO. 2"; THENCE N. 58° 26' 10" E. 100 FEET TO
LAST SAID SOUTHWEST CORNER; THENCE ALONG THE SOUTHEASTERLY LINE OF SAID
"ENWOOD TRACT NO. 2" TO A POINT THAT BEARS N. 31° 31' 50" W. FROM THE POINT OF
BEGINNING; THENCE S. 31° 31' 50" E. TO THE POINT OF BEGINNING.
APN: 013-030-009-000
VICINITY MAP
NOT TO SCALE
PROJECT
SITE
BLOCK SCREEN WALL
PAD ELEVATION
REMOVAL
EASEMENT
ROW
CENTERLINE
SW, CURB & GUTTER
DITCH / FLOWLINE
EP
STORM DRAIN
SDMH
DROP INLET
UTILITY POLE
FENCE
WOODCRETE WALL
INDEX CONTOUR
INTERMEDIATE CONTOURS
TREE & DRIP
LEGEND
PROPOSEDEXISTINGDESCRIPTION
BOLLARD
PROPERTY LINE
LOT LINE
BUILDING
D
SLOPE
SANITARY SEWER
WATER
GAS LINE
BUILDING SETBACK LINE
RETAINING WALL
ABBREVIATIONS:
ASPHALT CONCRETE
DROP INLET
BUILDING SETBACK LINE
BOTTOM RETAINING WALL
BOTTOM WALL
CENTERLINE
EXISTING
EDGE OF PAVEMENT
FLOW LINE
GRATE
INVERT
IRREVOCABLE OFFER OF DEDICATION
IRRIGATION
OVER HEAD POWER LINES
AC
DI
BSL
BRW
BW
CL
(E)
EP
FL
GR
INV
IOD
IRR
OH
PROPERTY LINE
PUBLIC UTILITY EASEMENT
PROPOSED
STORM DRAIN MANHOLE
SANITARY SEWER CLEANOUT
SANITARY SEWER MANHOLE
TOP BACK OF CURB
TOP OF WALL
UNDERGROUND
WATER
WATER METER
⅊PUE
(P)
SDMH
SSCO
SSMH
TBC
TW
UG
WA
WM
SANITARY SEWER:
CITY OF ROSEVILLE
PH: 916-774-5331
WATER SUPPLY:
CITY OF ROSEVILLE
PH: 916-774-5331
FIRE PROTECTION:
SACRAMENTO METRO FIRE
PH:916-859-4300
EXISTING EASEMENTS:
AS SHOWN ON MAP.
PROPOSED EASEMENTS:
AS SHOWN ON MAP.
PROPOSED LOT AREAS:
AS SHOWN ON PLAN
SITUS ADDRESS:
INTERSECTION OF CENTER STREET AND EAST STREET
ASSESSOR'S PARCEL NO.:
013-030-009
ENGINEER AND SURVEYOR:
RFE ENGINEERING, INC.
2260 DOUGLAS BLVD, SUITE 160
ROSEVILLE, CA 95661
CONTOUR INTERVAL:
MAJORS: 10 FEET
MINORS: 2 FEET
REFUSE:
CITY OF ROSEVILLE SOLID WASTE DIVISION
PH:916-774-5780
SCHOOL DISTRICT:
ROSEVILLE UNIFIED
ARBORIST REPORT:
ABACUS CONSULTING ARBORISTS
DATED: MARCH 1, 2016
UPDATED: MARCH 29, 2017; JANUARY 26, 2018
IMPROVEMENTS REQUIRED:
THE FOLLOWING IMPROVEMENTS SHALL BE CONSTRUCTED IN
ACCORDANCE WITHIN THE CITY OF ROSEVILLE STANDARDS WITHIN A
REASONABLE TIME FOLLOWING THE APPROVAL OF THE FINAL MAP AND
PRIOR TO THE ISSUANCE OF ANY PERMIT OR OTHER GRANT OF APPROVAL
FOR THE DEVELOPMENT HEREON CREATED PARCELS.
STREET: CLASS A REQUIRED
STREET LIGHTS: REQUIRED
SEWERS: REQUIRED
DRAINAGE: REQUIRED
WATER / HYDRANTS: REQUIRED
ELECTRIC:
ROSEVILLE ELECTRIC
(916) 797-6937
EAST STREET SECTION1
~
SCALE: NTS
SECONDARY ELECTRICAL VAULT
DECORATIVE STREET LAMP
ELECTRICAL TRANSFORMER
ELECTRICAL JOINT TRENCH
NOTE:
LOT K TO BE DEDICATED TO THE CITY OF
ROSEVILLE IN FEE AS RIGHT OF WAY
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CE
NT
ER
ST
RE
ET
B
IK
E
E
X
I
S
T
I
N
G
P
A
T
H
EAST STREET
~
1
D
R
Y
C
R
E
E
K
1
TM-1
6 1
25
10
3 4
87 9
1
1
1
1
1
1
1
1
1
22
2
2
2
2
2
2
2
2
3
4
3
4
1
5
EAST STREET
10%
M
A
X
2.0%
ROW
FF. EL.
FF. EL.
PROP.
HOUSE
PROP.
HOUSE
⅊
XX
X
6-4-2018
22
60
D
ou
gla
s B
lvd, S
uite
1
60
, R
ose
ville
, CA 9
56
61
Ph
: 9
16
-7
72
-7
80
0 F
ax: 9
16
-7
72
-7
80
4
ww
w.R
FE
en
gin
ee
rin
g.co
m
415 E
AS
T S
TR
EE
T
RO
SE
VIL
LE
, C
A 95678
PL
17-0036
VS
R
EA
L E
ST
AT
E, LLC
6345 A
UB
UR
N B
LV
D. S
UIT
E B
SA
CR
AM
EN
TO
, C
A 95815
VIT
ALIY
S
CO
TS
(916) 459-5959
TM-02
6
PR
EL
IM
IN
AR
Y G
RA
DIN
G
AN
D D
RA
IN
AG
E P
LA
N
GRADING KEYNOTES:
PROPOSED 20-FOOT (MIN.) DRIVEWAY
PROPOSED VALLEY GUTTER 5 FEET FROM BLDG.
PROPOSED ROLLED CURB & GUTTER
PROPOSED 4-FOOT SIDEWALK
PROPOSED TWO (2) TYPE 'C' DI'S
1
2
3
4
5
TYP. SECTION LOTS 7-101
~
SCALE: NTS
TYPICAL LOT DRAINAGE SWALE2
~
SCALE: NTS
TYPICAL LOT GRADING3
~
SCALE: NTS
LEGEND:
(P) FLOOD WATER CONSERVATION
EASEMENT
ROW ABANDONED BY THE CITY AND
CONVEYED TO THE OWNER
(P) IOD TO CITY
AC PAVING
GRIND & MICROPAVE (E) PAVEMENT
DRIVEWAY / SIDEWALK
PAD LIMITS
RAW EARTHWORK SUMMARY
CUT: 1,070 CY
FILL: 1,380 CY
NET: 310 CY IMPORT
NOTE:
EARTHWORK QUANTITIES ARE ESTIMATED TO SUBGRADE AND DO NOT TAKE INTO
ACCOUNT SHRINKAGE, EXCESS MATERIALS FROM TRENCHING, EXCAVATION FOR
DETENTION BASIN, AND MISC. UNKNOWN STRUCTURAL SECTIONS. CONTRACTOR
SHOULD VERIFY EARTHWORK QUANTITIES.
BIO-SWALE SECTION4
~
SCALE: NTS
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013-030-009
S
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013-025-024313 CENTER ST
013-025-016309 CENTER ST
013-025-015301 CENTER ST
013-025-023412 EAST ST
013-025-022410A & 410BEAST ST
013-025-021408A & 408B
EAST ST
013-025-020406A & 406B
EAST ST
013-025-019404 EAST ST
013-025-008400 EAST ST
E E E E E E E E E E E E E E E E E E E E
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T
E E E E E E E E E E E E E E E E E E E E E E E E E E E
X
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S
S S
S
S
EEEEEEEEEEEEEEE
E
E
E
E
E
EE
EE
EE
EE
EE
EE
E
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E
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E
E
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E
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E
E
E
E
E
E
E
E
E
EAST STREET
CE
NT
ER
S
TR
EE
T
PARRY
STREET
(E) 4" W TO BE ABANDONED IN
PLACE. ALL EXISTING WATER
SERVICES FROM 4" WATER TO BE
ABANDONED, SHALL BE
REINSTALLED TO NEW 8" WATER.
POINT OF CONNECTION
CONSTRUCT
NEW 8" WATER
EXISTING SEWER SERVICE TO
LOT 3 TO BE ABANDONED.
INSTALL 3"
CONDUIT
6 1
2
5
10
3
4
87 9
ALLEY
CONNECT NEW
8" WATER TO (E)
WATER IN ALLEY
6-4-2018
22
60
D
ou
gla
s B
lvd, S
uite
1
60
, R
ose
ville
, CA 9
56
61
Ph
: 9
16
-7
72
-7
80
0 F
ax: 9
16
-7
72
-7
80
4
ww
w.R
FE
en
gin
ee
rin
g.co
m
415 E
AS
T S
TR
EE
T
RO
SE
VIL
LE
, C
A 95678
PL
17-0036
VS
R
EA
L E
ST
AT
E, LLC
6345 A
UB
UR
N B
LV
D. S
UIT
E B
SA
CR
AM
EN
TO
, C
A 95815
VIT
ALIY
S
CO
TS
(916) 459-5959
TM-03
6
ABBREVIATIONS:
ASPHALT CONCRETE
DROP INLET
BUILDING SETBACK LINE
BOTTOM RETAINING WALL
BOTTOM WALL
CENTERLINE
EXISTING
EDGE OF PAVEMENT
FLOW LINE
GRATE
INVERT
IRRIGATION
OVER HEAD POWER LINES
OFFICIAL RECORDS SACRAMENTO COUNTY
PROPERTY LINE
PUBLIC UTILITY EASEMENT
PROPOSED
STORM DRAIN MANHOLE
SANITARY SEWER CLEANOUT
SANITARY SEWER MANHOLE
TOP BACK OF CURB
TOP OF WALL
UNDERGROUND
WATER
WATER METER
AC
DI
BSL
BRW
BW
CL
(E)
EP
FL
GR
INV
IRR
OH
O.R.S.C.
⅊PUE
(P)
SDMH
SSCO
SSMH
TBC
TW
UG
WA
WM
BLOCK SCREEN WALL
PAD ELEVATION
REMOVAL
EASEMENT
ROW
CENTERLINE
SW, CURB & GUTTER
DITCH / FLOWLINE
EP
STORM DRAIN
SDMH
DROP INLET
UTILITY POLE
FENCE
WOODCRETE WALL
INDEX CONTOUR
INTERMEDIATE CONTOURS
TREE & DRIP
LEGEND
PROPOSEDEXISTINGDESCRIPTION
XX
PROPERTY LINE
LOT LINE
BUILDING
DD
SLOPE
SANITARY SEWER
WATER
GAS LINE
BUILDING SETBACK LINE
RETAINING WALL
PR
EL
IM
IN
AR
Y U
TIL
IT
Y
& S
AN
IT
AR
Y S
EW
ER
P
LA
N
SSMH
SSCO
FIRE HYDRANT
WATER VALVE
WATER METER
S
S
#36 SECONDARY BOX
#30 SECONDARY BOX
X
X
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X
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X
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X
X
X
X
X
X
X
X
X
XXXX
XX
X
XX
X
XX
X
X X
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013-030-009
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013-025-024313 CENTER ST
013-025-016309 CENTER ST
013-025-023412 EAST ST
013-025-022410A & 410BEAST ST
013-025-021408A & 408B
EAST ST
013-025-020406A & 406B
EAST ST
013-025-019404 EAST ST
013-025-008400 EAST ST6
EAST STREET
CE
NT
ER
S
TR
EE
T
100YR
FLOODPLAIN LIMIT
A-X2
1.737 AC
A-X1
1.037 AC
DR
Y C
RE
EK
6-4-2018
22
60
D
ou
gla
s B
lvd, S
uite
1
60
, R
ose
ville
, CA 9
56
61
Ph
: 9
16
-7
72
-7
80
0 F
ax: 9
16
-7
72
-7
80
4
ww
w.R
FE
en
gin
ee
rin
g.co
m
415 E
AS
T S
TR
EE
T
RO
SE
VIL
LE
, C
A 95678
PL
17-0036
VS
R
EA
L E
ST
AT
E, LLC
6345 A
UB
UR
N B
LV
D. S
UIT
E B
SA
CR
AM
EN
TO
, C
A 95815
VIT
ALIY
S
CO
TS
(916) 459-5959
TM-04
6
LEGEND
DRAINAGE AREA
DESIGNATIONS
AND AREA
DRAINAGE AREA
BOUNDARY
OVERLAND RELEASE
A-X1
1.42 AC
PR
EL
IM
IN
AR
Y P
RE
-
CO
NS
TR
UC
TIO
N S
HE
D M
AP
PRE-CONSTRUCTION SHED AREAS
SHED IMPERVIOUS PERVIOUS TOTAL
%
IMPERVIOUS
SF AC SF AC SF AC
A-X14,827
0.11140,325
0.92645,152
1.037 10.69%
A-X213,280
0.30562,370
1.43275,650
1.737 17.55%
TOTAL18,107
0.416102,695
2.358120,802
2.773 14.99%
X
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X
X
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X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
X
XX
X
X X
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013-030-009
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013-025-024313 CENTER ST
013-025-016309 CENTER ST
013-025-023412 EAST ST
013-025-022410A & 410BEAST ST
013-025-021408A & 408B
EAST ST
013-025-020406A & 406B
EAST ST
013-025-019404 EAST ST
013-025-008400 EAST ST
EAST STREET
CE
NT
ER
S
TR
EE
T
DRAINAGE SWALE
D1
A-05
0.427 AC
A-03
0.264 AC
A-02
0.270 AC
A-01
0.691 AC
D2
A-04
0.398 AC
A-06
0.520 AC
6
1
2 5
10
3
4
87 914,292 SF
15,661 SF
9,062 SF
7,125 SF8,076 SF
7,565 SF10,037 SF 8,667 SF 6,761 SF
8,954 SF
A-07
0.207 AC
ALLEY
DR
Y C
RE
EK
BIO SWALE
2
1
1
1
1
6-4-2018
22
60
D
ou
gla
s B
lvd, S
uite
1
60
, R
ose
ville
, CA 9
56
61
Ph
: 9
16
-7
72
-7
80
0 F
ax: 9
16
-7
72
-7
80
4
ww
w.R
FE
en
gin
ee
rin
g.co
m
415 E
AS
T S
TR
EE
T
RO
SE
VIL
LE
, C
A 95678
PL
17-0036
VS
R
EA
L E
ST
AT
E, LLC
6345 A
UB
UR
N B
LV
D. S
UIT
E B
SA
CR
AM
EN
TO
, C
A 95815
VIT
ALIY
S
CO
TS
(916) 459-5959
TM-05
6
PR
EL
IM
IN
AR
Y P
OS
T-
CO
NS
TR
UC
TIO
N S
HE
D M
AP
LEGEND
DRAINAGE AREA
DESIGNATIONS
AND AREA
DRAINAGE NODE
DRAINAGE AREA
BOUNDARY
OVERLAND RELEASE
A-01
1.42 AC
D1
POST-CONSTRUCTION SHED AREAS
SHED IMPERVIOUS PERVIOUS TOTAL
%
IMPERVIOUS
SF AC SF AC SF AC
A-015,120
0.11825,005
0.57430,125
0.692 17.00%
A-0211,775
0.270 0 0.00011,775
0.270 100.00%
A-0311,521
0.264 0 0.00011,521
0.264 100.00%
A-045,039
0.11612,301
0.28217,340
0.398 29.06%
A-055,642
0.13012,987
0.29818,629
0.428 30.29%
A-066,876
0.15815,810
0.36322,686
0.521 30.31%
A-071,964
0.0457,049
0.1629,013
0.207 21.79%
TOTAL47,937
1.10073,152
1.679121,089
2.780 39.59%
KEYNOTES:
PROPOSED BIORETENTION SWALE W/ 18" SANDY
LOAM SOIL.
PROPOSED ADS BAYFILTER CBF-3 IN EACH TYPE
'C' DI'S
NOTE:
1. SEE DRAINAGE REPORT FOR DETAILED
CALCULATIONS
2. ALL ROOF DRAINS WILL BE DISCONNECTED
1
2
EXISTING IMPERVIOUS AREA = 0.190 AC
NEW IMPERVIOUS AREA= 0.910 AC
*
*
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X
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X
X
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X
X
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X
X
X
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X
X
X
X
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X
X
X
X
X
X
EAST STREET
CE
NT
ER
ST
RE
ET
013-030-009
B
IK
E
/ P
E
D
E
S
T
R
IA
N
T
R
A
IL
6 1
2
5
34
8714,292 SF
15,661 SF
9,062 SF
7,125 SF
8,076 SF
7,565 SF 10,037 SF 8,667 SF
10
96,926 SF
10,378 SF
LOT K9,921 SF
6-4-2018
22
60
D
ou
gla
s B
lvd, S
uite
1
60
, R
ose
ville
, CA 9
56
61
Ph
: 9
16
-7
72
-7
80
0 F
ax: 9
16
-7
72
-7
80
4
ww
w.R
FE
en
gin
ee
rin
g.co
m
415 E
AS
T S
TR
EE
T
RO
SE
VIL
LE
, C
A 95678
PL
17-0036
VS
R
EA
L E
ST
AT
E, LLC
6345 A
UB
UR
N B
LV
D. S
UIT
E B
SA
CR
AM
EN
TO
, C
A 95815
VIT
ALIY
S
CO
TS
(916) 459-5959
TM-06
6
TR
EE
M
IT
IG
AT
IO
N P
LA
N
TREE TO BE REMOVED
TREE LEGEND:
EXISTING TREE
PROPOSED 15" NATIVE
(OAK) TREES
NOTES:
PROVIDE 10' DRAIN EASEMENT (5,090 SF) TO BE
DEDICATED TO THE CITY OF ROSEVILLE.
TREE TAG #
TOTAL DRIP LINE AREA
(SF)
IMPACTED AREA
(SF)
PERCENT DIFFERENCE (%)
T4662 1963 370 19%
T4650 2827 372 13%
T4651 4536 97 2%
T4644 804 155 19%
T4645 1257 234 19%
T4663 2124 405 19%
T4672 2124 1246 59%
T4627 4072 640 16%
PROTECTIVE FENCE
PROPOSED 15" NON-NATIVE
TREES