SW7080414_APPROVED PLANS_20080428

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW'(�`
DOC TYPE
❑ CURRENT PERMIT
.APPROVED PLANS
❑ HISTORICAL FILE
❑ _COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

�7111:�IY
MLAULM
INSURANCE
STRATFORD DRIVE/US HWY
HAVELOCK, NORTH
OWNER
COMER FAMILY, LLC
107 GREENFIELD HEIGHTS BLVD.
HAVELOCK, NC 28532
PHONE: [phone]
SITE DATA:
TOTAL SITE AREA: 1.1293 +/- ACRES
TOTAL # LOTS: 1
SITE ZONING: HIGHWAY COMMERCIAL UHC)
TOTAL SQAURE FOOTAGE OF IMPERVIOUS SURFACE AREA:
30, 613
BUILDING HEIGHT: 18' TALL (1 STORY)
MINIMUM BUILDING SETBACKS: FRONT YARD: 20 FEET
BACK YARD: 20 FEET
SIDE YARD: 15 FEET
UTILITY SERVICES: WATER -CITY OF HAVELOCK (PUBLIC)
SEWER -CITY OF HAVELOCK (PUBLIC)
ELECTRIC -PROGRESS ENERGY
GENERAL NOTES:
1. NO CHANGES TO ANY ASPECT OF THIS PLAN, INCLUDING
BUT NOT LIMITED TO, LANDSCAPING, GRADING, BUILDING
ELEVATIONS, LIGHTING OR UTILITES WILL BE MADE WITH
OUT THE APPROVAL OF THE DEPARTMENT OF
PLANNING AND INSPECTIONS.
2. THE SITE BE STABILIZED AND SEEDED PRIOR TO THE
ISSUANCE OF A CERTIFICATE OF OCCUPANCY OR
GUARANTEED BY APPROVED METHOD IF APPLICABLE.
J. ALL REQUIRED IMPROVEMENTS SHALL COMPLY WITH THE
STANDARDS ESTABLISHED BY THE CITY OF HAVELOCK CODE
OF ORDINANCES.
4. PROPOSED BULDING SIZE: 9,8215F OFFICE, 1-STORY
5. EXISTING LOT COVERAGE = 0 SF
PROPOSED LOT COVERAGE=30,613SF (0.70 AC - 60.99)
6. TOTAL NUMBER PARKING SPACES REQUIRED=1 PER 200SF=49
TOTAL NUMBER PARKING SPACES PROVIDED=49
7. TOTAL NUMBER OF HANDICAP SPACES=2
8. THE PROJECT WILL BE HIGH DENSITY IN TERMS OF THE
COASTAL STORMWATER REGULATIONS. THE PROPOSED
BUILDING AREA COVERS 9,821 SQUARE FEET, THE
PROPOSED PARKING AREAS COVER 18,577 SQUARE FEET AND
THE PROPOSED SIDEWALK AREAS COVER 2,235 SQUARE FEET.
THE PROJECT BUILT -UPON AREA IS 60.9% BASED UPON A
I (WE) HEREBY CERTIFY THAT I AM (WE ARE) THE OWNER(S) OF THE PROPERTY SHOWN AND
DESCRIBED HEREON AND THAT I (WE) HEREBY APPROVE THIS DEVELOPMENT PLAN. I (WE) FURTHER
CERTIFY THAT ALL EXTERIOR IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO PAVING AND
LANDSCAPING, AS SHOWN ON THE SITE PLAN WILL BE MAINTAINED IN ACCORDANCE WITH THIS PLAN
AND THE CITY HAVELOCK CODE OF ORDINANCES.
OFFICE
SERVICE
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NEW BERN HAVELOCK
US HWY 70
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VICINITY MAP NOT TO SCALE
DRAWING SHEET INDEX
CS COVER SHEET
Cl EXISTING CONDITIONS
C2 OVERALL SITE LAYOUT
C3 SITE GRADING, EROSION & SEDIMENTATION CONTROL PLAN
C4 UTILITY PLAN
C5 STORMWATER POND & DETAILS
C6 DETAILS
PROJECT
AVOW S E
Me Is] rivii
ENGINEER
NG NEER NG9 P.A.
5405 M OR TON
NEW BERN, NC
ROAD
28561
PHONE: [phone]
FAX: [phone]
LEGEND
EXISTING
NEW
X38.00'
SPOT ELEVATION
+38.00'
0
SHRUB
O
TREE
T-1
TREE TO BE REMOVED
—W—
WATER MAIN
W-
-S—
SEWER MAIN
—S-
-D—
DRAINAGE PIPE
—D—
>4
VAL VE
►t
P�'D
HYDRANT
(a)
SEWER MANHOLE
CLEAN OUT
CONCRETE
SILT FENCINGo
—UGE—
UNDERGROUND
ELECTRIC
INLET PROTECTION
DEVICE
GENERAL NOTES:
1, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
EXISTING UTILITIES PRIOR TO STARTING WORK.
2. THE CONTRACTOR `HALL COORDINATE ELECTRICAL, WATER AND SEWER
CONNECTIONS WITH THE CITY OF HAVELOCK.
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REVISION 1 JCA
SITE TBM = 50.27'
EPK IN CENTERLINE
INTERSECTION
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NO. 1 DESCRIPTION I BY I DATE
Revisions
LEGEND
EXISTING NEW
X38.00' SPOT ELEVATION +58.00'
SHRUB Q
TREE
TREE TO BE REMOVED
-- WATER MAIN —w—
SEWER MAIN —S
-- DRAINAGE PIPE —D—
= VAL VE
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SEWER MANHOLE
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CONCRETE
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ELECTRIC
INLET PROTECTION
p' 3
DEVICE
NOTES:
THE PARCELS SCALE WITHIN FLOOD ZONE X AS PER
F.I.R.M. PANEL #372064200 J, INDEX DATED
JULY 02, 2004.
2.PROPERTY LINE ARE PLOTTED FROM A RECORDED
PLAT. THIS MAP IS NOT A BOUNDARY SURVEY.
3. PARCELS DO NOT LIE WITHIN AN AIRCRAFT
ACCIDENT POTENTIAL ZONE.
LAND JRVEYINC BY: JAMES C. SIMMONS & ASSOCIATES
PROFESSIONAL LAND SURVEYORS
603 WEBB BOULEVARD
HAVELOCK, NC 28532
(252) 447 -1509
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SMH INV. = 45.37
N
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67.09'23'E TF7
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SPOT ELEVATION
+38.00'
{
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TREE TO BE REMOVED
—W—
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—w
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HYDRANT
SEWER MANHOLE
CLEAN OUT
CONCRETE
SILT FENCING
—UGE—
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ELECTRIC
INLET PROTECTION
DEVICE
NOTES:
1. THE PARCELS SCALE WITHIN FLOOD ZONE X AS PER
F.I.R.M. PANEL #372064200 J, INDEX DATED
JULY 02, 2004.
2.PROPERTY LINE ARE PLOTTED FROM A RECORDED
PLAT. THIS MAP IS NOT A BOUNDARY SURVEY.
z 3. PARCELS DO NOT LIE WITHIN AN AIRCRAFT
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GRAPHIC SCALE
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1 EXISTING CONDITIONS
C1 Cl 1"=20'
NOTE:
THE ANGLE FOR GRADED SLOPES AND FILL SHALL BE NO GREATER
THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER
OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN
ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS
OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR
OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND
COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
NOTE:
ALL FILL MATERIAL NEEDED TO COMPLETE
THE PROJECT NOT GENERATED FROM ON SITE
GRADING ACTIVITIES SHALL BE OBTAINED FROM
A PROPERLY PERMITTED BORROW PIT FACILITY
LEGEND
EXISTING
NEW
X38.00'
SPOT ELEVATION
+38.00'
SHRUB
C
TREE
P
TREE TO BE REMOVED
a9.6 49.55
WATER MAIN
—W—
i
472
47.1
SEWER MAIN
—S-
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R=2130.33'
L=
46'
28LF 15' RCP
---'--
DRAINAGE PIPE
D—
4
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72�4fi
9.
2000VSL
2LF 15' A-2000
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NOTE:
PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT) ON
EXPOSED SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION
OF ANY PHASE OF GRADING; AND, A PERMANENT GROUNDCOVER
FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90
CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION
OF CONSTRUCTION OR DEVELOPMENT.
SILT FENCE/LIMITS OF
DISTURBANCE (1.2 ACRES)
EXISTING DRAINAGE DITCH
C3 C5
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ALL ROOF DRAIN DISCHARGE SHALL BE DIRECTED
3 a
TO THE STORMWATER DETENTION POND.
NOTE:
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THERE ARE NOT ANY SECTION 404 OR COASTAL
WETLANDS ON THE SITE.
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GRAPHIC SCALE
( IN FEET )
1 inch = 20 ft.
0
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EXTEND BUILDING FOUNDATION WALL TO REQUIRED
DEPTHS TO ACCOMPLISH INDICATED GRADING.
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1 STORMWATER DETENTION POND
C3 C5 SCALE: 1"=10'
1�
3
ELEVATION=47.1
ELEVATION=47
2 STORM WATER DETENTION POND
C3 C5 NOT TO SCALE
20 I
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0 0 0 6" LAYER OF COARSE AGGREGATE
0000o OVER 12" LAYER OF STONE BASE
00000 COARSE
50 00000
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EDGE OF EXISTING -
ROADWAY PAVEMENT
OA
A 1GRAVEL CONTROL ENTRANCE
C3 C5 NOT TO SCALE
1
3 �1
NOTES: 3
1. PROVIDE GRASS SWALE
AT ALL OUTLET DITCHES
2. VEGETATE IN ACCORDANCE
��WITH VEGETATION PLAN.
C 1 GRASS SWALE
3'
B SILT FENCE
C3 [C5 NOT TO SCALE
QNna� i
NOTE:
NEW DWQ REQUIREMENT FOR PERIMETER SHELF PLACEMENT SHALL BE 10 FEET WIDE
AND CENTERED ALONG THE PERMANENT POOL LEVEL. THE INSIDE EDGE OF THE SHELF
SHALL BE 6" BELOW THE PERMANENT POOL. THE OUTSIDE EDGE SHALL BE 6" ABOVE THE
VEGETATE 3:1 POND SIDE SLOPE ABOVE
AQUATIC SHELF IN ACCORDANCE WITH
PROJECT VEGETATION PLAN. SEE DETAIL D,
THIS SHEET.
SELF ANCHORING
METAL POST @ 6O.C. MAX
12 GUAGE 6 X 6 WIRE MESH
FILTER FABRIC
8 FLOW
PERIMETER SHELF PLANTING LIST
SCIENTIFIC NAME
COMMON NAME
SIZE
IRIS VIRGINICA
BLUE FLAG IRIS
LARGE PLUG
PELTANDRA VIRGINICA
ARROW ARUM
LARGE PLUG
SAGITTARIA LANCIFOLIA
BULLTONGUE
LARGE PLUG
SAGITTARIA LATIFOLIA
DUCK POTATO
LARGE PLUG
SPARGANIUM AMERICANUM
BUR-REOD
LARGE PLUG
ZIZANIOPSIS MILIACEA
WATER MILLET
LARGE PLUG
PROVIDE EVEN NUMBER OF SPECIES PLANTED AT 4' O.C. IN
ALL DIRECTIONS WITHIN PERIMETER SHELF.
REFERENCE: COASTAL PLAIN CONSERVATION NURSERY, INC.
3067 COMMERCE DRIVE
EDENTON, NC 27932
[phone]
LEGEND
XIS17NG
NEW
X38.00'
SPOT ELEVATION
+38.00'
M.
SHRUB
TREE
O
TREE TO BE REMOVED
-W-
WATER MAIN
—11_
-%-
SEWER MAIN
—S-
-U-
DRAINAGE PIPE
—D—
GC
VALVE
►�
HYDRANT
SEWER MANHOLE
CLEAN OUT
CONCRETE
SILT FENCING
-oCE--
UNDERGROUND
ELECTRIC
INLET PROTECTION
DEVICE
Q
PLANTING AT 18" O.C.
CEPITER SHELF
ALONG PERMANENT
POOL LEVEL
r-- ELEVATION=47.0'
VEGETATIVE SEEDING
AFTER COMPLETION OF GRADING ACTIVITIES AND THE
CONSTRUCTION OF SWALES, ALL EXPOSED AREAS SHALL
BE SEEDED TO THE FOLLOWING SPECIFICATIONS:
SEED BED
LIME 1-1/2 TON PER ACRE
FERTILIZER 1/2-TON PER ACRE
SEED
RYE GRAIN 50 LBS PER ACRE
TALL FESCUE 100 LBS PER ACRE
MAY THROUGH AUGUST:
CENTIPEDE 5 LBS PER ACRE
PROCEDURE
STRAW MULCH SHALL BE APPLIED AT A RATE WHICH WILL
INSURE APPROXIMATELY 75% COVERAGE OF THE SEEDED
AREA. THE STRAW AND SOWN SEED WILL BE LIGHTLY
DISCED INTO THE BED TO GIVE IT FURTHER RESISTENCE
TO BLOWING AND WASHING.
THE CONTRACTOR SHALL GUARANTEE A FULL STAND OF
GRASS OVER THE ENTIRE DISTURBED AREA. IF NECESSARY
THE CONTRACTOR WILL WET DOWN THE AREAS TO ASSIST
IN SEED GERMINATION OR AID IN GROWTH IN TIMES OF
EXCESSIVELY DRY WEATHER. A STAND OF GRASS WILL BE
CONSIDERED ACCEPTABLE WHEN THE ENTIRE STAND OF
GRASS IS AT LEAST FOUR INCHES HIGH AND HAS
ACHIEVED AT LEAST 95% COVERAGE OF DISTURBED
AREAS. RESEEDING WILL BE REQUIRED AS NECESSARY BY
THE CONTRACTOR TO OBTAIN THE SPECIFIED STAND
OF GRASS.
D VEGETATION PLAN
C3 C5
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3
ELEVATION=47.5'
SOLID PRECAST CONCRETE BOX
BY OLD CASTLE - NC PRODUCE
4'X4' INSIDE X 60" HIGH
6"
#5 ALUMINUM BAR GRATING
4" O.C.
4" PVC OUTLET DEVICE
TRASH SCREEN-#5 ALUMINUM BAR
® 4" O.C. EACH WAY WELDED TO
FRAME AND ATTACHED TO
OVERFLOW WEIR OPENING
TOP OF STRUCTURE =49.0
4" SCREW TYPE PLUG
ELEVATION OVERFLOW WEIR = 47.56 _---
INVERT OUTLET PIPE = 47.0
4" PVC CAP WITH 1 1/8" HOLE DRILLED = 46.0
Lq
RCP
A
RCP
2 LAYERS FILTER FABRIC
SECTION C-C
NOT TO SCALE
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0 00 0 0
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PROVIDE 2x12 BOARD(S) ACROSS
1/3 MIN. HEIGHT OF INLET
FACE OF PIPE TO PREVENT
SEDIMENT FROM ENTERING PIPE.
REMOVE REMOVE AFTER
-- - — 9'
RIP RAP
n00000,Q000O0n�O000nnc n C-P-/
DO
AVG. RIP RAP SIZE
MAX RIP RAP SIZE
APRON THICKNESS
6"
9"
NOTE:
I. PLACE STABILIZATION AT ALL CULVERT INLETS & OUTLETS UNDER
AS INDICATED.
2. EXCAVATE BELOW CHANNEL AND WIDEN CHANNEL TO THE
REQUIRED DEPTHS.
3. PLACE FILTER FABRIC ON PREPARED BOTTOM AND SIDES.
OVERLAP ALL JOINTS 1'-0".
4. RIP RAP SHALL BE 6" IN DIAMETER (AVERAGE) AND
PLACED IN TWO LAYERS.
E OUTLET PROTECTION
C3 C5 NOT TO SCALE
STRAPS 24" O.C. ANCHORED
IN CONCRETE 12" MIN.
CORED OPENING FOR (TYPICAL OF 4)
24" PIPE -& GROUTED
----------------------------
= E
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2.4' WEIR MOETAL PPEC&R(1)G24�DFES
6'-4"
PLAN
I
INSIDE4" PVC STUBBED INTO BO(
TOP OF FOOTING = 44.5' -
BOTTOM OF STRUCTURE = 44.2'
BOTTOM OF CONCRETE = 43.5' I 7 X7 I
STORMWATER DETENTION POND #1 OUTLET STRUCTURE
NOT TO SCALE
3" WIDE x 1,/4" THICK METAL
STRAPS 24' O.C. ANCHORED
IN CONCRETE 12" MIN.
(TYPICAL OF 4)
OUT
18" A-2000 OUTLET
PIPE & (1) 24" FES
24" WIDE x 12" THICK CONCRETE
ANCHORAGE FOR PIPE
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12"
RESERVED
PARKING
18"
12"
MAXIMUM 1
PENALTY 9"
$250
GS 20-37.6
12"
NOTES: V I
1. COLORS ACCES
BACKGROUND: WHITE
LEGEND AND BORDER: GREEN
WHITE SYMBOL ON BLUE BACKGROUND
2. MOUNT THE SIGN 60" ABOVE GRADE.
A HANDICAP PARKING SIGN
C1 C4 NOT TO SCALE
ADJOINING SLOPE = Y: X
SLOPE SHALL WHERE X IS A
NOT EXCEED �y LEVEL PLANE
WALK STREET
MEASUREMENT OF CURB RAMP SLOPE
Llx
PEDESTRIAN
WALK VARES PER MANUF. _
SEE SIDE FLARE N
NOTE BELOW O
0.9" A.
MIN.
CURB RAMP
"X" IS 60" MIN. AT AN OUT SWING SECTION OF 'DOME STAMP"
DOOR WITH A SLOPE OF 1:50 (2 %) PATTERN IN SURFACE
MAXIMUM. LEVEL SURFACE IS PREFERED.
SIDE FLARE NOTE: (SEE REFERENCE DIAGRAM
2-35"
ABOVE). SIDE FLARES SHALL HAVE A
0.9" DIA., n O O
MAXIMUM SLOPE OF 1:10 (10 %). WHERE "X"
0.2"H. —�J
IS LESS THAN 48", SIDE FLARE SLOPE
SHALL BE 1:12 (8.33 %) MAXIMUM. WHERE "X"
O
IS LESS THAN 36".
-4
NOTE: ACCESSIBLE RAMPS
2.35" 2.35"
AND CURB RAMPS WHERE
POURING OF A SEPARATE
PLAN OF "DOME STAMP"
INTEGRALLY COLORED
PATTERN IN SURFACE
CONCRETE IS REQUIRED,
INSTALL SHEAR DOWELS
CURB RAMPS MUST HAVE A DETECTABLE
2'-0" O.C. AND KEYWAYS
WARNING FEATURE EXTENDING THE FULL
TO PREVENT HEAVING OF
WIDTH AND DEPTH OF THE RAMP. THE
RAMPS W/ ADJACENT
DETECTABLE SURFACE MUST CONSIST OF
SIDEWALK OR GONG.
RAISED TRUNCATED DOMES WITH A
SURFACE.
DIAMETER OF NOMINAL 0.9 INCHES, A
HEIGHT OF NOMINAL 0.2 INCHES AND A
4'-Q" MIN.
—
CENTER -TO CENTER SPACING OF
NOMINAL 2 35 INCHES THE TEXTURE OF
9NTREGRALLY COLORED
RED CONCRETE
B ACCESS RAMP
Cl C4 NOT TO SCALE
THE DETECTABLE WARNING FEATURE
MUST CONTRAST WITH THE SURROUNDING
SURFACES (EITHER LIGHT -ON -DARK OR
DARK -ON -LIGHT). SEE ABOVE.
2" TYPE SF-9.5A ASPHALT
8" ABC BASE
IV —COMPACTED SUBGRADE
NOTE: CONTRACTOR SHALL PROVIDE 95% COMPACTION OF
SUBGRADE AND STONE BASE. SUBGRADE SHALL BE
PROOF ROLLED AND PASS SATISFACTORY IN THE
PRESENCE OF THE ENGINEER.
C TYPICAL PAVEMENT SECTION
C2 C4 NOT TO SCALE
CLEAN OUT TO BE SET
AS INDICATED L
SLOPES TOWARDS PAVEMENT
1/4": 1'
4000 psi ASPHALT PARKING
CONCRETE Ex—
X X - 2.. 4„ EXISTING 6" PVC SERVICE
_
' . • 4" PVC SEWER TO BUILDING CONNECTION
COMPACTED SUBGRADE
COMPACTED LEVEL SUBGRADE rZ
D SIDEWALK
Cl C4 NOT TO SCALE
22 1/2' BEND
8" PVC
E PAINTED TRAFFIC ARROWS
C2 C4 NOT TO SCALE
2'-0" -
SQUARE
SERVICE PIPE AT 1% MIN.
GRADE. (ASTM D-2665, D-1785)
H PVC SANITARY SEWER SERVICE
I C4 NOT TO SCALE
PLUG
TDCATCII 7"..A" DDA/VAV`
X 3' TREATED WOOD POST
JCDOT #57 STONE
CAST IRON 3 1/2"
<. 14 1 /2"
CONCRETE COLLAR
45' BENDti4wx
6" PV SEWER EROSION CONTROL FABRIC
6 TO 8 CONCRETE ALL SIDES
CAST IRON MIN. DEPTHI`i _ ON 12 GUAGE 6x6 WIRE MESH
METER BOX ,4' I _I` ______ 4„ TREATED 2 x4 BRACING 2" X 4" X 3' TREATED WOOD POST
METER STOf4 -
L SERVICE
1" SERVICE TUBING BRICK SUPPORTS TO OFFICE PLUG IF SEWER
(4 EACH) 4„� DOES NOT CONTINUE 657 LICK NCADROUND
��/ /� METER -BY OTHERS � #
TEEP LINE SLACKY I SEWER MAIN CLEANOUT = rJ_ � s_r 18
C3 Cn NOT TO SCALE PERIMETER r J J-J�� f J J I
__—_PLASTIC S
CORPORATION STOP
�—TAPPING SADDLE
WATER MAIN
G 1" WATER SERVICE
C3 C22 NOT TO SCALE
RIM ELEVA
FRAME WITH GRATE SET, US FOUNDRY
4175 FRAME AND 6166 GRATE SET OR EQUAL.
UVy'off : I
33" 8" THICK
USE 4" CONCRETE BRICK
OR 8" SOLID CONCRETE BLOCK
GROUT ENTRANCE
STORM DRAIN PIPE
10"
11'
NOTES: L— 6" COMPACTED BASE
1. CONTRACTOR MAY UTILIZE PRE -FABRICATED
CATCH BASINS AT HIS OWN OPTION.
2. CONSTRUCT CATCH BASIN TO MEET SIZE
REQUIREMENT OF SPECIFIED FRAME & GRATE.
GROUT ENTRANCE
STORM DRAIN PIPE
#5 @ 12" O.C. E.W.
CATCH BASIN
NOT TO SCALE
iNwr UniUn
BASIN
K INLET PROTECTION DEVICE
C2 C4 NOT TO SCALE
BURY FABRIC -SEE
DETAIL F, THIS SHEET
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PLANTING IIST-
KEY
COMMON NAME
CANOPY TREES
T-1
I LIVE OAK QUERCUS VIRGINIANA
UNDER STORY TREES
T-2
ICRAPE MYRTLE LAGERSTROEMIA INDICA
STREET TREES
T-3
INUTALL OAK QUERCUS NUTALLI
BUFFER YARD SHRUBS
S-1
ICAMELIA CAMELLIA JAPONICA
S-2
ILUSTERLEAF HOLLY ILEX LATIFOLIA
SHRUBS WITHIN STREET YARDS
S-3
DWARF YAUPON ILEX VONITORIA
S-4
NANDINA NANDINA DOMESTICA
NOTE: ALL DISTURBED AREAS SHALL BE GRASSED
WITH CENTIPEDE SOD.
BUFFER YARD SPECIFICATIONS
1. TYPE A BUFFER/STREET YARD WIDTH SHALL BE 5'.
2.FOR EVERY FIFTY (50) LINEAR FEET, OR FRACTION THEREOF,
THE BUFFER YARD SHALL CONTAIN: ONE (1) CANOPY TREE,
TWO (2) UNDER STORY TREES, AND THREE (3) SHRUBS.
3. MINIMUM SIZE AT PLANTING:
-SHRUBS - 12 INCHES IN HEIGHT
-UNDERSTORY - 6 FEET IN HEIGHT
-CANOPY - I INCH CALIPER, 8 FEET IN HEIGHT
4.UNDERSTORY TREES ARE REQUIRED TO BE SUBSTITUTED FOR
CANOPY TREES WHENEVER LOCATED WITHIN 25' OF AN OVERHEAD
UTILITY LINE.
LEGEND
EXISTING
NEW
X38.00'
SPOT ELEVATION
+38.00'
SHRUB
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TREE TO BE REMOVED
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