SW8060631_APPROVED PLANS_20061019

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 (Y OO')1
DOC TYPE
❑ CURRENT PERMIT
E�7 APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
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BICYCLE PARK
®
EXISTING CATCH BASIN
SIDEWALK
—20—
FINISHED GRADE
EXISTING STORMWATER LINE
® DUMPSTER PAD
TREE PROTECTION FENCING
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�:D HANDICAP RAMP
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PRELIMINARY
NOT FOR
CONSTRUCTION
HORZ SCALE: 1' = W
VERT. SCALE: WA
DESIGNED BY: EOL
DRAWN BY: EOL
CHECKED BY: JBE
DATE: APRIL 28, 2006
PROJECT NUMBER- 038-05-M
DRAWING

SUNNYVALE BUSINESS PARK
SITE PLAN /CONSTRUCTION DRAWINGS
CAROLINA BEACH ROAD - WILMINGTON, NC
DATED: APRIL 28, 2006
REVISED: SPETEMBER 22, 2006
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VICINITY MAP
NTS
SHEET INDEX
SHEET C000
SHEET COO
SHEET C 100
SHEET C 110
SHEET C 120
SHEET C 140
SHEET C 15C
SHEET C 190
SHEET C 191
SHEET C 192
Trigon Engineering Consultants, Inc.
Civil Engineering - Land Development Services
107 Stokley Drive - Suite 104
Wilmington, NC 28408
ph: [phone]
fax: [phone]
email: [e-mail]
COVERSHEET
EXISTING CONDITIONS/DEMOLITION PLAN
SITE PLAN
LANDSCAPE PLAN
UTILITY PLAN
GRADING & STORM DRAINAGE PLAN
EROSION CONTROL PLAN
DETAIL SHEET
DETAIL SHEET
DETAIL SHEET
APP�®vE®
NOETH OARO�� COMM SS10N AL
MANAGEME , i YE�QUA�ITY
DNISION OF62
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\ \ RIM=38.58'
INV IN (W)=33.48' \
\ /
\\ \\ .QINV OUT (S)=33.48' \
� Existing 36" RCP ry FULL OF WATER) \
\ RIM=40.08'
INV IN (S)=36.33' �\ RIM 4
\ INV IN (N)=35.78'�; \\\ \ INV\0 TE)= 5.95
.2
\\ `
INV OUT (W)=35.58' \a \ t \\ `� E(x)ng Driveway
/ \\ �,
Existing Grove of Trees Owner: Betsy Dill Trust
No Regulated or Significant D B 4575-0557
Trees [TO BE REMOVE A\�
\ Owner: Andrew A Russo \,
V D.B 1560-0064 / -� \ �•�V isiing_ 6" Hi kj'
Zoning: CS / �l�I a z Ex ting t,, Po for
\ Land Use: Commercial 4 31.9b \ /
\ Existing 18" Hicko ,`v-
7
Existing Pocke v , f ,
etlands (< 0.10 cc)
Existing 2,4 i _
Planatree Y — \ \\ \
V A s� Exie 'n' Dr
Existing 10,
Existingi6" Dra�g"ose �♦ i ` \
Plonetree
Owner: R9ubini M Onnrly
D.B 0826-0522
i'
Zoning: CS �v
/ v
Land Use: Codimer��aG'
0 A �\
Existing A` 00.
jyJ <t, 24"/ Oak
400
/ \ d
10
/
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Nl \♦♦ e, rt Lie
n Tri Coast Properties, LLC / I I
Pin: 6500-007-022-000 18" Oak /
Zoning: CB_ (TBR) -- i2" Oak \\
Land Usk Vact , — — — — 2.. Mee (TBR)`
� �,- � R) 10" Oak
tR) Se
DO
Owneg: Tri Coast Properties, LLC
Existing 20` Oak / / Pin: 6500-007-021-000
Z I Zoning:' CB ``v
\
Land Uses: Vacant 7 \\ m�
�v
\
♦ ♦ END'(JOT FOUND \v
Le
\
Existing 25' \ \ \ � Owner: Tri Coast Properties, LLC
/ Setback \ \ ' \ Pin: 6500-007-020-000 i
\ \ ♦ n Zoning. CB ` Existing 20'
/ ♦ Land Use: Vacant
Building Setback
��\ \ --Soil Type
N
�\ \ � Delineation Line
♦ _ proximate Location
v`v A ♦ 4�� of Existing 8" PVC
Sanitary Sewer
Existing 201,\ \ \ ` BENCHMARK IS
Buffer Line \ R.R.SPIKE IN
\ \ UTILITY POLE
\ \ ♦ ELEV=43.05'
Owner: Robert G. Duke n \ \ 0eoo
D.B 0719-0197 c \ \ �. W
Zoning: R-15 1V A ��jg35
Land Use: Vacant /y65
i
\\ \ 20'R
� � ♦ Owner: Dorothy S Lewis French
D.B 0328-0533
Zoning: CS
Land Use: Vacant Y
Existing 20'
♦ Setback
Owner Kendall L. Etal \
D.B 3195-0868
\ Zoning: R-15 \
Land Use: Residential
Zoning: CB
Land Use: Commercial
RIM=36.37' /
INV IN (N)=33.57'
_INV OUT (S)=�.rrrfffjjj"'
lip
Owner: Randy M.& Melody F. Blissord
a — D.B 2004-0672
Zoning: CS
Land Use: Commercial
.Vo
\IRIM=37.06'
i/ INV IN (N)=34.21'
INV OUT (S)= 4.01'
44
\ INV OUT=35.23'
X, A _
IE REMOVEDI Owner. The Lazarus Group LLC.,
D.B 4232-0304
Zoning: CS
Land Use: Commercial
RIM=40.69'
\ 'FULL OF DIRT
\`, \
\
v� fit`
Approximate Loc itiod "\�\
of Existing 12" DIP \
Water Main \\\
as
iroximate Location
Existing \ BOC
NOTE: EXISTING SITE INFORMATION BASED ON SURVEY
BY CLARK SURVEYING SERVICES.
EXISTING CAROLINA BEACH ROAD INFORMATION
BASED ON SURVEY BY MURPHY GEOMATICS.
GRAPHIC SCALE
( IN FEET )
1 inch = 30 ft.
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PRELIMINARY
NOT FOR
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HORZ. SCALE: 1" = as
VERT.SCALE: WA
DESIGNED BY: EOL
DRAWN BY: EOL
CHECKED BY, JBE
DATE: APRIL20,M
PROJECT NUMBER: 038-05-060
DRAWING

LEGE D
BICYCLE PARK
®
EXISTING CATCH BASIN
•� :;•:::•V
SIDEWALK
— 20—
FINISHED GRADE
EXISTING STORMWATER LINE
®
DUMPSTER PAD
TREE PROTECTION FENCING
FFE`-440
FINISHED FLOOR ELEVATION
HANDICAP RAMP
RETAINING WALL
LEGEND
/
\ Ow\nkr: Ronald Lee & Ruth Marie Wier
\ D.B 3228-0001
\\ Zoni4 CB
Land Uel� Commercial
REMOVE EXISTING CURB
\ AND SAW —CUT EDGE OF
\\ \ PAVEMENT FOR SMOOTH TIE—IN /
30" C&G IN \\180' BA \ 4" WHITE MINI —SKIPS
NCDOT R/W \\\ TAPER /
/
12' RIGHT TURN LANE WITH
50' FULL STORAGE AND \\\
180' TAPER / \\\ \ \\ Existing Driveway /
(TYP) /
Owner: Betsy Dill Trust
\ \\ D.B 4575-0557
/ �\ \ \\ Zoning: CB
Owner: Andrew A Russo / \\\ 20' 70' S1GG�T., TRIANGLE. Land Use: Commercial
D.B 1560-0064 / \\\ NO VI UAL BSTRUCTION
Zoning: CS / ERMI D 30"
\ Land Use: Commercial �\
\ �\ 50'
.4100000
/ TO PR Drainage
D 3' \
Existing )
Drainage Easesemen / ` \\\
P \\�HC RAM A ))
/ '
Owner: Roubini M Omirly /\ 0 (TYP)
`"
D.B 0826-0522
\ Zoning: CS 7 36' F—F°
\ Land Use: Commercial /
4 '7WHff=LID WHITE LINE
REMOVE EXISTING
C&G FOR TURN Owner: Randy M.& Melody F. Blissard
LANE D.B 2004-0672
hivewa Zoning: CS
=MOVE Land Use: Commercial
PUBLIC
EASEMENT
0 2\ \ \ \\
/ R25' 5\ \ \\\ v \\
BOC \\,, m
R10' / h 0`
R i X \i BOC /7 PEDE 3``;T�2IAN
BICYC EAASSEM S \ \
PARKINGA-00
/ s� RV
BOC
\ R32' \ \\\ .� 6 / 8G
IRS' 24' , \ 30 C&G Ex
20 DOC R26' \\� IN W
R5' BOC 24'
Owner: Landmark Developers Inc. UMPSTER P BOC
D.B 1649-0294 \\\ \
Zoning: IND W/ ENCLOSURE R25' 1-STORY 15' \\\ \
Land Use: Vacant BUILDING A (TYP \ \
R25' B 9,000 S.F. s
24' BOC RV `0. `a
R50' 80 �12' ' CONCR - \
BOC R5, S EWALK ( )
BOC
\ 25' ��, ` PROPOS ©ZONE
ROPOSED LOADING
Z
©� ONE
�\ \ BOC � T SIDEW LK 1-STORY 4 '
(TYP) BUILDING' B
7,500 S.F.
\\ \\ \ \ R5 \ \\\
r' \ 24' BOC
\\ / 24 \
r'cP. 8' HATCHE
CROSSWALK
1-STORY
HAP ACCESS �\
`
\ BR25' B
BUILDING C g0 �\
Existing 25' 7,500 S.F. \ BOC )
Setback ` \ PROPOSED 5' a� \`
\SDECRETEWALK YP) Q BuildingxistinSetb c
\ H2
�° C RAMP (TYP) '/ /may/ BOC / \ BOC �( `''. 9O ' y R5' 24' BOC
\ p R R25' / BOC FOC
\ RV BO BOC fr'�
Existing 20' \\ O 5' i
Buffer Line \ / BOC
\ DO NOT R25' R25' 00 24" C&G
22.5' EO D(TER" SIGN BOC OC / ON -SITE (TYP)
16 5'PLANTING
Owner: Robert G. Duke \\�\ 'it PARKI GLEASEMENT
ON ADJOININGRFUTURE VACANTLOT
D.B 0719-0197 \ \ R25' R20' R20'
Zoning: R-15 \ \ Lg0 BOC i
and Uant BOC se: V/
\ \
\ \ / 24—— �\ zo' unuTr /
\ \ 2 yz ) EASEMENT
BOC /
` BOC 00 Owner: Dorothy S Lewis French
\ \ 1� D.8 0328-0533 /
Zoning: CS /
\ \ � Land Use: Vacant /
�v
I
I
20' PUBLIC
UTILITY EASEMENT
Existing 20'
000 Setback
Owner: Kendall L. Etal \
\ 3195-0868
Zoning: R-15 \
Land Use: Residential \
Owner: The Lazarus Group LLC.,
D.B 4232-0304
Zoning: CS
Land Use: Commercial
)roximdle Location
Existing \ BOC
/
SITE DATA TABLE
PROJECT:
SUNNYVALE BUSINESS PARK
SITE INFORMATION:
LOCATION: 3606 CAROLINA BEACH ROAD
TOTAL TRACT ACREAGE = 2.62 AC
PIN: 6500-007-020-000
6500-007-021-000
6500-007-022-000
ZONING: CB (CD)
CAMA USE CLASSIFICATION: DEVELOPED
BUFFERS/SETBACKS:
REQUIRED: 20' BUFFER ADJACENT TO RESIDENTIAL ZONING
20' FRONT SETBACK
25' REAR SETBACK (ABUTTING RESIDENTIAL)
0' SIDE SETBACK (20' WHEN ABUTTING RESIDENTIAL)
20' BUILDING SETBACK
PROPOSED: 20' FRONT SETBACK
20' SIDE SETBACK
25' REAR SETBACK
ACTUAL: 85' FRONT BUILDING SETBACK
54' SIDE BUILDING SETBACK
39' REAR BUILDING SETBACK
PARKING:
MIN REQUIRED: 1 SPACE/400 SF
= 60 SPACES
MAX ALLOWED: 1 SPACE/200 SF
= 120 SPACES
PROVIDED: 64 STANDARD
3 HANDICAP
67 TOTAL SPACES
BICYCLE PARKING
+25 PARKING SPACES REQUIRES A MINIMUM OF 5 BICYCLE SPACES
5 BICYCLE SPACES PROVIDED
BUILDING:
PROPOSED 24,000 SF FLEX SPACE
BUILDING LOT COVERAGE = 21 %
3-12' 1-STORY BUILDINGS: 6 UNITS EACH (18 TOTAL)
BUILDING A: 9,000 SF
BUILDING 8: 7,500 SF
BUILDING C: 7,500 SF
PROPOSED HEIGHT = APPROX. 12'
MAXIMUM HEIGHT = 35 FEET
IMPERVIOUS:
PRE -DEVELOPMENT = 0 SF (OR)
POST DEVELOPMENT = 75,511 SF
= 1.73 AC (66.20%)
CONSTRUCTION TYPE:
TYPE V UNPROTECTED
OWNER:
TRI-COAST PROPERTIES
107 STOKLEY DRIVE - SURE 102
WILMINGTON, NC 28403
PH [phone]
FAX [phone]
ENGINEER:
EDENS ENGINEERING, P.C.
ATTN: JARROD B. EDENS, P.E.
107 STOKLEY ROAD - SUITE 104
WILMINGTON, NC 28403
PH [phone]
FAX [phone]
EMAIL.• JARRODOEDENSENGINEERING.COM
SURVEYOR:
CLARK SURVEYING SERVICES
PO BOX 10136
WILMINGTON, NC 28404
PH [phone]
GENERAL NOTES
1. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS -OF -WAY AND FOR DRIVEWAYS
ARE TO BE THERMOPLASTIC AND MEET CITY AND/OR NCDOT STANDARDS.
2. ALL SIGNS AND PAVEMENT MARKINGS IN AREAS OPEN TO PUBLIC TRAFFIC
ARE TO MEET MUTCD (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES) STANDARDS.
3. ANY BROKEN OR MISSING SIDEWALK PANELS AND CURBING WILL BE REPLACED.
4. ALL FEDERAL, STATE, AND LOCAL PERMITS ARE REQUIRED PRIOR TO FULL CONSTRUCTION RELEASE.
5. EXISTING ROAD STRIPING AND TOPOGRAPHIC INFORMATION WAS TAKEN FROM AN ACTUAL FIELD SURVEY E
MURPHY GEOMATICS, PLC.
S. EXISTING STRIPING TO BE REMOVED WILL BE MILLED.
7. ALL PAVEMENT WILL BE THERMOPLASTIC PER NCDOT STANDARDS.
NOTE: ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH CITY
OF WILMINGTON AND/OR NCDOT STANDARDS AND SPECIFICATIONS.
GRAPHIC SCALE
0 0 1s 30 dD 12
( IN FEET )
1 inch = 30 ft.
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PRELIMINARY
NOT FOR
CONSTRUCTION
HORZ SCALE: 1" = 30'
VERT. SCALE: NIA
DESIGNED BY: JBE
DRAWN BY: JSE
CHECKED BY: JSE
DATE: APRIL 28, 2006
PROJECT NUMBER 038-05-060
DRAWING
C=1 00

5' DAM BEHIND WALL-
10.5" DIAMETER
OPENING IN 15" CMP
INVT. IN = 33.29' _
INVT. OUT = 32.40'
ARMOR SPILLWAY WITH
ARTICULATED BLOCK
APPROXIMATE
PERMENANT�
LENGTH ,24J�
i
1:1 FILL SLOPE
REINFORCED WITH -
ARTICULATED BLOCK
MATCH EXISTING CROSS.
SLOPE WHEN SETTING
NEW BACK OF CURB
Existing 36" RCP
RIM=40.08'
INV IN (S)=36.3:
INV IN (N)=35.7£
­. '00
GENERAL GRADING & DRAINAGE NOTES
1. EXISTING TOPOGRAPHY BASED ON SURVEY BY CLARK SURVEYING SERVICES.
2. ALL CONSTRUCTION TO CONFORM TO
CITY OF WILMINGTON AND NCDENR STANDARDS AND SPECIFICATIONS.
3. ALL CUT/FILL SLOPES TO BE 3:1 MAXIMUM UNLESS OTHERWISE NOTED.
4. ALL STORM DRAINAGE TO BE REINFORCED CONCRETE PIPE.
5. ALL ROOF DRAINS MUST BE DIRECTED TO THE PERMITTED STORMWATER DETENTION POND.
6. PORTABLE PUMP TO BE KEPT ON SITE TO DRAIN POND FOR MAINTENANCE.
OFF -SITE DRAINAGE
AROUND SITE
RIM=38.58'
Q INV IN (W)=33.48'
,'o INV OUT (S)=33.48'
�ry ,(FULL OF WATER)
RIM=36.37'
INV IN (N)=
NV OUT (S)
1 i
\ \` ll
RIM=37.06'
N; (( INV IN (N)=34.21'
INV OUT (S)= 4.01'
A
INV OUT =.
v�
EXISTING
DAM CONSTRUCTION SPECIFICATIONS
1. ALL FILL SOILS FOR DAM SECTION SHALL
CONSIST OF IMPERMEABLE MATERIAL. FILL SHALL
BE COMPACTED TO AT LEAST 95% STANDARD
PROCTOR MAXIMUM DRY DENSITY, AT OPTIMUM
MOISTURE CONTENT. NO BLASTED MATERIALS
SHALL BE USED IN THE EMBANKMENT
CONSTRUCTION. SOILS SHALL NOT EXHIBIT
SIGNIFICANT SHRINK/SWELL OR DISPERSIVE
CHARACTERISTICS. ON —SITE GEOTECHNICAL
ENGINEER SHALL APPROVE THE SOILS FOR
PLACEMENT WITHIN THE BERM SECTION, AND SHALL
SPECIFY THE METHODS TO BE USED FOR
PLACEMENT OF FILL.
2. IN ALL FILL AREAS OF THE BERM, A SOILS
COMPACTION TEST SHALL BE CONDUCTED EVERY
2500 SQUARE FEET PER VERTICAL FOOT OF FILL.
3. A KEY TRENCH IS TO BE PROVIDED IN ALL FILL
AREAS. TRENCH TO EXTEND A MINIMUM OF FIVE
FEET BELOW EXISTING GRADE. SOILS AND
COMPACTION FOR KEY TRENCH SHALL MEET ALL
REQUIREMENTS OF #1 ABOVE.
4. NO TREES OR WOODY VEGETATION OF ANY TYPE
MAY BE LOCATED ON THE DAM SECTION.
5. FILL SHALL BE PLACED IN 8" MAXIMUM LIFTS.
EACH LIFT SHALL BE CONTINUOUS FOR THE
ENTIRE LENGTH OF EMBANKMENT. BEFORE
PLACEMENT OF FILL FOR THE BERM SECTION,
ALL UNSUITABLE MATERIAL SHALL BE REMOVED IBSFFLE DETAIL
AND THE SURFACE PROPERLY PREPARED FOR
FILL PLACEMENT. ALL COMPACTION WITHIN 3'
OF SPILLWAY OR PIPE TO BE CONDUCTED BY
HAND. SEE NOTE 6 FOR HAND COMPACTION
SPECIFICATIONS.
6. HAND COMPACTION TO CONSIST OF HAND
OPERATED EQUIPMENT, INCLUDING BUT NOT
LIMITED TO, TAMPERS, JUMPING JACKS, WALK
BEHIND ROLLERS, ETC. ALL COMPACTION BY
HAND SHALL BE CONDUCTED IN 6" LIFTS.
FINISHED GRADE
UPSTREAM OF POND r-RETAINING WALL (TYP)
TOP DAM
=5' WIDE Q 32.50'
50-YR. STORM = 35.50'
10-YR. STORM = 35.29'
FIRST INCH = 33.29'
3:1
BOTTOM POND = 29.00
10' AQUACTIC SHELF NOTES:
1. WETLAND SPECIES MUST BE EVENLY DISTRIBUTED AROUND VEGETATED SHELF.
2. VEGETATED SHELF SHALL BE A MAXIMUM SLOPE OF 6:1 AND A MINIMUM OF 10' WIDE.
3. SEE SHEET C110 FOR PLANTINGS TO BE USED ON AQUATIC SHELF.
2:1
.EL PLATE ATTACHED
INLET OF PIPE
15" CMP
" OPENING IN 15"
IN = 33.29
15" CMP
�— 1" INVERTED PVC IN
PLATE
INVT IN = 32.50'
NOTE:
1. ORIFICE TO BE KEPT FREE OF DEBRIS.
2. STEEL PLATE CONTAINING THE ORIFICE WILL BE ATTACHED TO TF
15" PIPE SUCH THAT THE JOINTS ARE WATERPROOF.
12' WIDE AQUATIC SHELF (TYP.)
BOTTOM SHELF = 30.50'
NOTE:
DETENTION POND 1. EMBANKMENT FOR POND TO CONSIST OF SELECT MATERIAL.
CONSULT GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION.
PROFILE VIEW 2. ALL SLOPES TO BE STABILIZED WITHIN 21 DAYS.
N.T.S.
TOP WAIL = 36.00
a
0.70'
° a
d a,
40.00' EMERGENCY SPILLWAY = 35.30'
°
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SPILLWAY/ DAM EMBANKMENT DETAIL
N.T.S.
®
PARK
BICYCLE
®
EXISTING CATCH BASIN
-^
L�20
SIDEWALK
_
FINISHED GRADE
.�
EXISTING STORMWATER LINE
® DUMPSTER PAD
C ) TREE PROTECTION FENCING
FFE=40 FINISHED FLOOR ELEVATION
�:D HANDICAP RAMP
LEGEND
RETAINING WAIL
ARTICULATE BLOCK DETAIL
N.T.S.
TOP POND 10.5" OPENING IN 15"
36.00' CMP IN WALL
INVT IN- 33.29'
INVT OUT= 32.40'
1:1
1" INVERTED PVC IN
PLATE ATTACHED TO 1°
CMP
INVT IN - 32.50'
INVT OUT = 32.40'
6:1 EXISTING GRADE
10.5"
OPENING IN
15" CMP
BOTTOM WALL=32.75'
1" ORIFICE
ELEV.=32.50'
GRAPHIC SCALE
30 60
(IN FEET )
I inch = 30 &
OPENING IN CONCRETE
BLOCK
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31964 ac
PRELIMINARY
NOT FOR
CONSTRUCTION
HORZ. SCALE. 1" = W
VERT. SCALE: WA
DESIGNED BY: EOL
DRAWN BY: EOL
CHECKED BY: JBE
DATE: APRIL26,2W6
PROJECT NUMBER 038-05-000
DRAWING
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BRICK CATCH BASIN DETAIL
N.T.S.
RIGHT OR LEFT
TURN ARROW
F q3r-2
6"
8"8"
32"
4T
32"
loon
24"
+1 12-
COMBINATION STRAIGHT AND
LEFT OR RIGHT TURN ARROW
20"
64" 36"
" 12"
14"� T2f
160 14
28'
24"
4"
32"
SHOULDERS, SIDE DITCHES, SLOPES
SLOPES (MAX. 3:1)
DATE TYPE PLANTING RATE
AUGUST 15 — NOVEMBER 1 TALL FESCUE 300 LBS/ACRE
NOVEMBER 1 - MARCH 1 TALL FESCUE AND ABRUZZI RYE 300 LBS/ACRE
MARCH 1 - APRIL 15 TALL FESCUE 300 LBS/ACRE
APRIL 15 — JUNE 30 HULLED COMMON BERMUDAGRASS 25 LBS/ACRE
JULY 15 —AUGUST 15 TALL FESCUE AND ***BROWNTOP MULLET 35 LBS/ACRE
SLOPES (3:1 TO 2:1)
DATE
TYPE
PLANTING RATE
MARCH 1
— JUNE 1
SERICEA LESPEDEZA (SCARIFIELD)
50 LBS/ACRE
AMD
MARCH 1
— APRIL 15
ADD TALL FESCUE
120 LBS/ACRE
DH
MARCH 1
— JUNE 30
WEEPING LOVEGRASS
10 LBS/ACRE
MARCH 1
— JUNE 30
ADD HULLED COMMON BERMUDAGRASS
25 LBS/ACRE
JUNE 1 —
SEPTEMBER I
***TALL FESCUE AND
120 LBS/ACRE
***BROWNTOP MILLET
25 LBS/ACRE
***OR SORGHUM—SUDAN HYBRIDS
30 LBS/ACRE
SEPTEMBER 1 — MARCH 1
SERICA LESPEDEZA (UNHULLED—UNSCARIFIED)
70 LBS/ACRE
M0 TALL FESCUE
120 LBS/ACRE
� ABRUZZI RYE
25 LBS/ACRE
CONSULT EROSION CONTROL ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL
INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE
ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS; OTHER
SEEDING RATE COMBINATIONS ARE POSSIBLE.
*** TEMPORARY -RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT
VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12 INCHES
IN HEIGHT BEFORE MOVING, OTHERWISE FESCUE MAY BE SHADED OUT.
SEEDING SCHEDULE
SEEDING SCHEDULE DETAIL
N.T.S.
32 STRAIGHT ARROW
12"
76"----4 20"
COMBINATION LEFT AND
STRAIGHT AND RIGHT TURN ARROW
j" 64"
PAVEMENT MARKINGS l D.
ARROW SYMBOLS 4
SD 11-03
GENERAL NOTES
-ALL PAVEMENT MARKING SYMBOLS SHALL BE WHITE N COLOR
-PAVEMENT MARKING SYMBOLS SHALL NOT BE LOCATED AS TO
ENCROACH INTO INTERSECTION AREAS.
-ON PORLMD CEMENT CONCRETE PAVEMENTS, PAVEMENT MARKING
SYMBOLS SHALL HOT BE PLACED ACROSS TRANSVERSE DWANSKN
JOINTS UNLESS APPROVED BY THE ENGINEER.
OM-3R
12" X 30"
OM-3R
12" X 30-
CONSTRUCT DRIVEWAY PER
STANDARD DETAIL SD B-02
STANDARD DRIVEWAY WITH
II RIGHT TURN BAY
DECELERATION LANE)
SD 8-18
•,,:WZvi ills
PRIVATE DRIVE
p DE�LINE
SIDEWALK OR
tKAZA
REA
SIDEWALK(. SECTION
JOINT v -
PLAZA �OPoVEII'Ar APRON\RETURN
ON JOINT 1/2
JOINT 1/2' A-JD131H(40m
PAVEMENT PLAN
STANDARD DRIVEWAY DETAIL
R_0,
H T.S.
BRICK WALLS
'4" CEMEIIT PLf
!LET
JLL, I IUIN H-/A
-10"MIN �
4,. -
0" I
I
! , CURB & GUTTER
JOINT 1/2"
PLAN
w
Cr i
<I
h" 0.625'
SECTION
"B—B"
NOTE
4" DEEP X 8" WIDE CONCRETE COPING
ALL AROUND BASIN CASTING.
ALL CONCRETE TO BE CLASS "A"
3. FOR CASTING DETAIL SEE SD 14-03
ATCH BASIN
SD 2-01
NOT TO SCALE
F
�— STD, CITY OF `,WILMINGTON
- -O M.H. COVER. SEE DETAIL
SHEET SD-14-01 & 14-0
3/4" CEMENT PLASTER
MAX. CORBEL 1" PER
COURSE
0
I
rt
1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP
OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3.) REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS
LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
4.) APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE
UNIFORMLY AND MIX WITH SOIL (SEE BELOW*)
5.) CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM REASONABLY
UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
6.) SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED
LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.L
7.) MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8.) INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR
RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND
SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL,
LIME, FERTILIZER AND SEEDING RATES.
9.) CONSULT EFS ENVIRONMENTAL ENGINEER ON MAINTENANCE
TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS
ESTABLISHED.
*APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ ACRES (3 TONS/ACRE
IN CLAY SOILS)
FERTILIZER - 1,000 LBS./ ACRE-10-10-10
SUPERPHOSPHATE - 500 LEIS / ACRE-20R ANALYSIS
MULCH - 2 TONS / ACRE - SMALL GRAIN STRAW
ANCHOR - ASPHALT EMULSION ® 300 GALS./ ACRE
PLAN
SEEDBED PREPARATION
PLAN
JOTE:
FRAM' A.NL) GRA- TO BE CTALiDAFED -!T,
(CF WILMINI TON CAST IRON FRAME AND GRATE
PER SD 14-04
GRILL BASIN
SD 2-02
NOT Tu SCALE
SECTION "A -A"
GUIDELINES FOR STORM DRAIN MANHOLE
SD 2 —03
NOT TO SALE
-'-O" Mild
50' MN.
BUT SUFFICIENT TO KEEP
1. PUT SAT FENCE OR TREE PROTECTION FENCE UP
SEDIMENT ON SITE
To ENSURE CONSTRUCTION ENTRANCE IS USED.
�•2.
IF CONSTRUCTION ON THE SIES ARE SUCH THAT
"¢:THE
MUD IS NOT REMOVED Iff THE VEHICLE TRAVEL—
Y'STONE TO BE USED '�:�`..
2W OR WIDTH OF
aaER THE SFONE, THEN DE HIES THE
EXISTI(S1RGE STONE OR RAILROAD.pgopOgp
STREt7.
E
VEHICLES MUST BE WA41ED BEFORE ENTEreNG THE
VE
ROADWB11UASh �:,'.ti •>.: ^ t'-: ic
WHICHEVERISPUILIC
ROAD.
IF A PROJECT CONTINUES TO PULL MUD AID DEBRIS
.'GREAER.3.
."ON
TO THE PUB IC ROAD, THE GOVERNING AUTHOPoY
;....^,
WILL CLEAN THE AREA AND INVOICE THE FIIANCIAtLY
RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL
RL'SPONSIBLIT( FORM.
F
35' MIN. IV MN. ' CONSTRUCTION
EXISTING ROADWAY
e" MIN. .. _ •� .:..>..:. N.
12-MI
ST
FABRIC UNDER STONE
Leos s OM
TEMPORARY CONSTRUCTION ENTRANCE
N T.S.
NTINUOUS
NCRSE CO?IP,1G
z"
3/4" CEMENT
PLASTER TYP.
ALL SIDES
0uTI ET
PIPE
TION "A -A" �CLAS "A" CONC.
8" white crosswalk lines
(may be required Lly
Trdk Engineering) I 2' wide
white stoptlal 4.
6'
4' double yellow
tedine with
6" separation
' ptional
4" white
" lane line
ity standard
pavement marking
arrows
STREET -TYPE DRIVEWAY
I40u"a III ' a K
8-2001
5TANDARD DETAIL
EB
PAVEMENT
MARKINGS
"RF
Three -Lane
Driveways
6„ 8" 4'-0., 8., 6„
IPd'JER L
SECTION "AA" CARRIER PIPE THRU M.H.
BE „ENTERED, D.I. PIPE -
INTERFERENCE STORM DRAIN MANHOLE
`�D 2 05
1%11(- TO SCALE
1 yellow
with
Ition
lard
pavement marking
arrows
CITY OF WILMINGTON
TRAFFIC
ENGINEERING
sn I c_Yv
TAIDON
0
M�
z
a o
UP) Q 0
w� O Z
a
z F"'1
vl� W t
O
)""N
w � a
U
O
z
z
U
CARO
�rEAL ) H-
31 64�ba :0-,
�s G�IINHEl/o.
PRELIMINARY
NOT FOR
CONSTRUCTION
HORZ. SCALE: 1' = 30'
VERT. SCALE: NIA
DESIGNED BY: JBE
DRAWN BY: JSE
CHECKED BY: JBE
DATE: APRIL 28, 2DOS
PROJECT NUMBER: 03805050
DRAWING
C=1 90
_ IF
1 -
--

CONCRETE SI
CONCRETE CURB &
Nam a
Willml�
PVC OR CIP-'
PLUG W 4" SINGLE TEST /
PLUG W LNG NUT (SEE NOTE 2)
4" TAPPING SADDLE TEE
4" WYE (SEE NOTE 1 .
NOTES: SEWER MAIN
1-SEWER TAPS TO BE PERFORMED BY CITY CREWS EXCEPT
WHEN TEES OR WYES ARE INSTALLED IN NEW MAINS LAID
BY THE CONTRACTOR.
2-THESE ITEMS SHALL BE INSTALLED WHEN NO HOUSE
CONNECTION IS MADE AT C.O.
GUIDELINES FOR STANDARD CLEAN —OUT
SANITARY SEWER HOUSE SERVICE
SD 3-04
NOT TO SCALE
I.
PLAN
SECTION C
V-RIBS B
WATER A
0 0
METER
PLAN
1'-7 3/8"
- 25„
5 75" 11 5.75'
1'-6 5/8"
SECTION A
L All,
1/B• BEND
FRAME
MINIMUM AVERAGE WEIGHT 40 LBS.
0-25
v
u
10 75"
I.5"
SECTION D
COVER
MINIMUM AVERAGE WEIGHT 20 LBS.
9.625"
N
86" o
O.A
0 375„ L'
SECTION B
WATER METER BOX
SD 4-1,-)
NOT TO SCALE
STANDARD SIDEWALK DETAIL
BRAS NIPPLE
3/4"x 3" (T-;'P.) OR 1"
MAL:cAELE BRASS TEE
(T`r'P'_AL) SIZE "F"
SPUD
3; 4 -URB STOP
/„
SD 8-15
NOT TO SCALE
BRASS PLUG
TAPS MADE ON P.V.C. AND CLASS 50 & 51
DUCTILE IRON PIPE SHALL BE MADE USING
A TAPPING SADDLE CONFORMING TO PART 6,
SECTION II-1 AND PART 6, SECTION III—C
—BRASS NIPPLE "F" x 12"
BRASS NIPPLE "F" 6"
(TYP. )
INSTALLED IN A VALVE
BOX CURB STOP SIZE "F"
r SERVICE LINE TYPE K SOFT COPPER
TER MAIN
CORPORATION COCK
`BRASS NIPPLE (MALLEABLE, tyipcol) "F" a 6"
BRASS TEE (MALLEABLE)
3/4" X "F" X "F" (TYPICAL)
METERED SERVICES
SIZE "F" (I.D.)
11-16
2"
3-10
1-1/2"
2
1"
1
3 /4"
SEE DETAIL FOR STANDARD WATER SERVICE INSTALATION
STANDARD GANG METER ASSEMBLY
SD 409
NOT TO SCALE
REDUCED PRESSURE PRINCIPLE ASSEMBLY
OUTDOOR HORIZONTAL INSTALLATION
SD 4-24
nts
2'-6"
1'-10 5" 1 1 01
1"R
1 j„R a:
i
0
4
v1 a 6�
I 4
o
O a S P
7SJ WHERE CENTER MEDIAN CURB IS REQUIRED
GUTTER SHALL SLOPE AWAY AS SHOWN
STANDARD CURB SECTION TYPE "A"
SD 7-01
NOT TO SCALE
IYILIiI I. V VIIY I
STANDARD GATE VALVE
SD 4-15
DRIPLINE
PROTECT
BARRI
-1.1I -, i ,. I`'j l V-4
TREE
3 MIN. STAKE
HEIGHT ABOVE
GRADE
--1 w 1-1 1`� % III --- lL l/ l�
NOTE:
TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION AND A
PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPLINE
DRIP LINE - THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING OUT TO
THE TIPS OF THE OUTERMOST BRANCHES.
METHOD OF TREE PROTECTION DURING CONSTRUCTION
SD 15 08
NOT TO SCALE
CROWN OF TREE IS NEEDED FOR LEAF
GROWTH TO PRODUCE OXYGEN, FILTER
THE AIR, REDUCE WIND, SOFTEN NOISE,
AND PROVIDE BEAUTIFUL APPEARANCE,
DO NOT DISFIGURE CROWN WITH
INSENSITIVE PRUNING'
DRIPLINE
X,
�' 1 ' `� STRUCTURAL ROOTS
STRUCTURAL ROOTS LOCATED
FEEDER ROOTS NEAR BASE OF TRUNK ,ARE
FEEDER ROOTS ARE LOr:ATE NEEDED TO GIVE SUPPORT TO
AT "DRIPLINE" OF TREE ENTIRE TREE,
ANDEDAOMAGE
AFID PROVIDE TREE WITH PROPERTY.
MOISTURE AND NUTRIEIITS. SEE NOTE 2 & NOTE 4
SIFE NOTE 1 & NOTE 4
TREE PROTECTION DURING _CNc1TF:UC'TION
1 DO NOT COMPACT AIL BENEATH TREES NO VEHICLE SHALL BE ALLOWED TO PARK
UNDER TREES. NO HEAVY MATERIALS SHALL BE STORED BENEATH TREES. RESULTS
OF COMPACTION CAUSE WATER AND AIR NOT TO REACH THE ROOTS AND THE TREE
WILL DIE_ THESE "FEEDING; ROOTS" OCCUR WELL AWAY FROM THE BASE OF
THE TREE TO THE EDGE OF THE OVERHEAD BRANCH CANOPY DAMAGING
THE BARK WITH L4,WNMOWEA, CONSTRUCTION EOUIPMENT, OR ANYTHING ELSE
IS PROHIBITED. AROTECTIVE BARRIER SHOULD PREVENT DAMAGE FROM
OCCURING DURING CONSTRUCTION-
2 NO CUTTING OF LARGE STRUCTURAL ROOTS LOCATED NEAR THE BASE OF THE
TRUNK. THESE ARE ESSENTIAL IN SUPPORTING THE TREE AND HOLDING IT
UPRIGHT IN HIGH WINDS. REMOVAL OF THESE ROOTS ALONG ONE SIDE IS
OFTEN DONE BECAUSE OF A WALK, PAVING OR BUILDING WHICH IS BEING
CONSTRUCTED-
3 AVOID CUT AND FILL WITHIN DIAMETER OF TREE CROWN DURING EXCAVATION,
METHOD OF TREE PROTECTION DURING CONSTRUCTION
SD 15- 09
NOT TO SCALE
RESIDENTIAL OR
SIDEWALK..
4
PL
x
1.
"X"=26' ON RESIDENTIAL STREETS; 26' ON PRIMARY
3
STREETS MIN
0
2.
'Y"=VARIABLE
(SEE SD8-02, SD8-04 OR SD8-05)
rn
3.
"Y" MAY NOT
EXCEED 50% OF FRONTAGE NOR MAY ANY
COMBINATION
OF DRIVEWAYS EXCEED 50% OF FRONTAGE
4.
ALL DRIVEWAYS MUST BE CONCRETE TO THE PL
tl
(ONLY CLASS
"A" CONCRETE MAY BE USED)
GENERAL DRIVEWAY NOTES
SD 8-07
NOT TO SCALE
TAI�V
0
Iz m ui < O'! C4
y
�
z
a
o
(�
W (-�
0
5z
V1�
W
� �
z
1.4
u
r
z
O
z
U
31964 a
d a�°J
0
114
PRELIMINARY
NOT FOR
CONSTRUCTION
HORZ SCALE: 10= 30'
VERT. SCALE: WA
DESIGNED BY: JSE
DRAWN BY: JSE
CHECKED BY: JBE
DATE: APRIL 26, 2ooe
PROJECT NUMBER: 038.054M
DRAWING
cmi 91