SW8010314_APPROVED PLANS_20010810

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 p � o'6i 4
DOC TYPE
❑ CURRENT PERMIT
x❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2-0 c, i o B( 0
YYYYMMDD

DAWSON ST. HWY. 74-76
U7 U)
I �
Z =
un1 -Ij
JUMPIN RUN DR
N
SHIPYARD BLVD.
VICINITY MAP
NO SCALE
NOTES:
1. THERE ARE NO KNOWN WETLANDS WITHIN THE CONSTRUCTION LIMITS.
2. ROOF DRAINAGE SHALL BE DIRECTED TO THE PARKING LOT AND
PROPOSED UNDERGROUND DRAINAGE SYSTEM WHICH FLOWS TO THE
PERMITTED STORMWATER CONTROL SYSTEM (IE. INFILTRATION BASIN). REFER
TO ARCHITECTURAL PLANS FOR THE EXACT LOCATION AND SIZE OF THE
ROOF DRAIN DOWN SPOUTS.
3. REFER TO PLUMBING PLANS FOR THE EXACT SIZE AND LOCATION OF
THE WATER SERVICE, WATER METER, BACKFLOW PREVENTER AND THE
SANITARY SEWER SERVICE. THE CONTRACTOR SHALL FIELD VERIFY THAT
ADEQUATE FALL IS AVAILABLE FROM THE BUILDING TO THE SANITARY SEWER
SERVICE OR MAIN PRIOR TO CONSTRUCTION. MAINTAIN A MIN. 10'
SEPARATION BETWEEN THE DOMESTIC WATER SERVICE AND SANITARY SEWER
SERVICE.
4. BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION SHOWN WAS DONE
BY MICHAEL UNDERWOOD AND ASSOCIATES, P.A. AND PROVIDED BY OWNER.
5. PROJECT SHALL COMPLY WITH CITY OF WILMINGTON CROSS CONNECTION
CONTROL REQUIREMENTS. WATER METERS CANNOT BE RELEASED UNTIL ALL
REQUIREMENTS ARE MET. THE CONTRACTOR IS RESPONSIBLE FOR MEETING
THE CITY OF WILMINGTON CROSS CONNECTION CONTROL REQUIREMENTS.
CALL 343-3910 FOR INFORMATION.
6. CONTRACTOR SHALL APPLY IN ADVANCE TO CITY FOR CONSTRUCTION
WATER, AND SHALL PROVIDE A REDUCED PRESSURE ZONE (RPZ) BACKFLOW
PREVENTER FOR THE TEMPORARY SERVICE.
7. FOR IRRIGATION SERVICES, PROVIDE A PRESSURE VACUUM BREAKER
(PV3) TYPE BACKFLOW BREAKER.
8. PROPOSED EXTERIOR BUILDING MATERIAL IS BRICK VENEER.
9. SITE LIGHTING SHALL BE IN ACCORDANCE WITH CITY OF WILMINGTON
STANDARDS.
10. DUMPSTER AND MECHANICAL 'UNITS SHALL BE SCREENED IN
ACCORDANCE WITH CITY OF WILMINGTON STANDARDS. MECHANICAL
UNITS TO BE SCREENED WITH VEGETATION.
11. ALL SIGNS SHALL CONFORM TO CITY OF WILMINGTON SIGN ORDINANCE.
12. PER CITY OF WILMINGTON, THE INFILTRATION AREA SHALL BE
SUPPLEMENTED WITH PLANTS IN ACCORDANCE WITH NCDENR BEST
MANAGEMENT PRACTICES FOR BIORETENTION AREAS. DURING CONSTRUCTION
THE INFILTRATION AREA SHALL BE CLEANED OF ALL ACCUMULATED
SEDIMENT AND DEBRIS WEEKLY AND AT THE END OF CONSTRUCTION.
Au. ULJT7OSSIZ61SI 6Mw 8a 1?ENWE.0 F96M INFRXR.ATOrJ A*-*^.
CITY OF WILMINGTON BACK -FLOW ASSEMBLY INSTALLATION GUIDELINES
1. THE BACK FLOW ASSEMBLY SHOULD BE AS CLOSE TO THE WATER METER AS POSSIBLE.
IN ALL CASES IT SHALL BE BEFORE THE FIRST WATER SERVICE.
2. THE DOUBLE CHECKVALVE AND REDUCED PRESSURE ASSEMBLIES SHALL BE INSTALLED
AT LEAST 12 INCHES ABOVE THE FINISH GRADE, FLOOD LEVEL OR FLOOR.
3. PRESSURE VACUUM BREAKER ASSEMBLIES SHALL BE INSTALLED AT LEAST 12 INCHES
ABOVE THE HIGHEST WATER OUTLET. WHEN INSTALLING A PVB ON AN IRRIGATION SYSTEM
CONSIDER THE PLACEMENT OF SPRINKLER HEADS ON HILLS AND SLOPES. PVB SHALL NOT BE
INSTALLED AT A LOWER LEVEL THAN THE HIGHEST OUTLET.
4. THE MAXIMUM INSTALLATION HEIGHT OF A BACKFLOW ASSEMBLY INDOORS IS THIRTY-SIX
INCHES, OUTDOORS SIXTY INCHES.
5. AN ENCLOSURE SHALL BE PROVIDED THAT PROTECTS THE ASSEMBLY FROM THEFT, VANDALISM,
TAMPERING, WEATHER AND FROST.
6. IN THE FLOOR, UNDERGROUND AND VAULT INSTALLATIONS ARE PROHIBITED.
7. THERE SHALL BE 24 INCHES CLEARANCE ON ALL SIDES OF THE ASSEMBLY.
8. ELECTRICAL EQUIPMENT, OUTLETS AND BREAKER BOXES SHALL NOT BE LOCATED BENEATH
THE ASSEMBLY.
9. ONLY ASSEMBLIES APPROVED BY THE USC FOUNDATION FOR CROSS -CONNECTION CONTROL
OR ASSE SHALL BE ACCEPTED.
10. THE TYPE OF ASSEMBLY SHALL BE APPROPRIATE FOR THE HAZARD AS IDENTIFIED BY THE
CROSS -CONNECTION CONTROL OFFICE.
11. PRIOR TO INSTALLING ASSEMBLIES INDOORS IT IS RECOMMENDED THAT THE CROSS -CONNECTION
CONTROL OFFICE BE CONTACTED FOR ADDITIONAL INFORMATION.
12. WATER METERS WILL NOT BE SET UNTIL THE CITY HAS INSPECTED AND APPROVED THE BACK -FLOW
ASSEMBLY AND ITS INSTALLATION.
UTILITY STATEMENT
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED
FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.
THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND
UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE
AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR
FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES
SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH
HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY
AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR
HAS NOT PHYSICALLY LOCATED UNDERGROUND UTILITIES.
M1M1
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ENERGY DISSIPATOR (SEE P�`TaL�31 S'u w7aP `"�6 - e ss TEMP. NCE ( - � °t,oi� w,°'°i D
150 INV.=27.0 s. o 0 3' s 9.5 X ° 30 2a - _ < z z o
• q•� TS o PROJECT BENCHMARK - rn 3 d W 3
3
pM1 �.-__ • e___-S$ ELEV.-229.336r • I •ts' P,IE '4
FIRE � D ° 9.6 ' -�-'-- 0q M1,Y SS �_ -� „R� 5$ MANHOLE
HYDRAN 6. yN• .s ✓ 0"'-
$$ • .Iz'vet 1 21 1j 24.9 ` ryp 30.42
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•
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SS MANHOLE e -elm •�' 30 --_ R/IY-----_
RIM 32.1 M165 •to' "n[
INV. 26.sq V .,e- °w - ( °• 3 e EXIST. TREES TO BE -
EXIST. TREES IN INFILTRATION •1T �^ o _
vi
AREA TO REMAIN. (SEE NOTE jf12b M1M1. «o 1. 9 H BASIN 1.0 ((TYPROTECTED AND SAVED a , a w
PINE INFI TION ° . • 2` 5 1 . 1
EA I • 1.=27.1 1I W
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•I.- FENCE
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RUN
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PI 32. / Z
18• FES WITH RIP -RAP ° A»
II M10 TEMP. LT '- °"" ,� ' - • P= 1 • •" ae .,°- P.� b• , � � ISM MM� ALL EXISTING VEGETATION LL.T
ENERGY DISSIPATOR (SEE DETAIL a ao ( ROQ e
e NCE a 'J8u 1 °•• �• LINE // I 1 y WITHIN 15' BUFFER
18' INV =27.25 I I pM1 ( M1 e ow I / DETERMINED TO BE 2
I ,, 18•RCP o`e o 2• �� 1 CALIPER OR GREATER M F M z
sr -
1-}• TAPPING SLEEVE (1) I < "= I ,°•a,,,• M1o, SHALL BE PROTECTED ;. J
1-.)" VALVE (1) I IV � � 0.2 a 3• WATER NE •°•,, \ �\ V AND SAVED. _
1-4' WATER METER $ 28 0.3 �'° ° `°` DROP INLET °�.,a I (n
RPZ BACKFLOW PREVENTER (1) I 29 "°"' e e
PER CITY OF WILMINGTON 1 m ( e' °" 1 • INV 30. _. APPROVEDMENT Comms"m
Z
REQUIREMENTS. 2 0 1.2 NORTH CAROUNA HIIINpI. I, _ Q
_ _ 1 \ 31.5` : --- -- - --- - - - - -- - DIVISION of ATER GUALUY
•,e n l- INV�2E.75 `
TEMPORARY GRAVELLED�ce - ' .Ie- v e S�CA 7 V V • S DISTURBED AREA Date i O 1 Q IIIIIII IIIIIII
'�.�'�/..�cn.� .�..�.
CONSTRUCTION ENTRANCE 3.2 I )CATCH (� 1.0
1' Stormwrtrr pwm* Nr.��
. zwq
Iz.p'71e .Ir "° � .5 s
INSTALL VALLEY ; 1 . 0 3r •a co B• DIP 1 •°. .,e .7 . o• .E 1.7
GUTTER LEGEND
.a. �, 0.6 LOPE 0.25 1.2 _
„- •° r PROPERTY LINE I
1 I 1 0-E•rt """" 0. 0 O" _________
DISTURBED AREA o m - - I I I
,- •Ia- op o°o 000° o°o °000 a o AZ JUMPIN• RUN
° 1. ° ° o°o o°°° °o° o°° ° ° ° «� mo M sEcnoN s EXISTING CONTOUR 33
�°°
3 5 0 0 0 0 0 o MAP BOOK 25 PAGE 116
°°° °° ° ° °°° °°°° °°° : 33
2 ° ° °°°° ° ° ° ° ° ° ° ° ° ° EXIST. TREE TO BE PROPOSED CONTOUR /�/�
1 H c t 34.0 S 6{•i2.00• E I- ° o o °° o°o°° °o° °o° o °o eO._ o°°a°o °oo°O 2.2 PROTECTED AND SAVED W235
iL NEW SSMH ON '�' ""' 32] ° °° 7 (n'P•) EXISTING SPOT ELEVATION o'°
DES. JST
EXIST. 8• SS MAIN 2. 2.7 4 -� ala JPN 0 o PROPOSED FINISH GRADE B
TOP = GRADE LOT 1, SECTION 1 •' 2 7 SPOT ELEVATION ORR7l NMK
i 6w INV.=27.35 (REVISION) 3.2
FIELD VERIFY EXIST SEVENTEENTH EAST PROPOSED TOP OF CURB OR_-r2d.7791
MAP BOOK 39 PAGE 79
1 I So SS INVERT PRIOR 3'2 TOP OF WALK SPOT ELEVATION mm. 14 MAY 2001
v I TO CONSTRUCTION. t5'NCP ej•
j PERVIOUS E. SEE G STORMDRAIN PIPE
DETAIL `' •(t1 CARD(•
EROSION CONTROL AROUND INLETS ® tt
0 8c1
TURFSTONE o 0 0 0 0 0
°°°°°°°°°°° SEAL
�
EXIST. TREE TO BE PROTECTED O1z• Ow19861
AND SAVED1 EQ 1pvra
'ah°uu1eT�•'
SCALE: 1° = 30'
0 30 60 90
cl
y

NEW 5'
SIDEWALK
0&
NCDOT STANDARD
STOP SIGN
HC RAMP
NCDOT STANDARD
NO LEFT TURN
SIGN
INSTALL STANDARD �y
NCDOT ONEWAY
SIGN.
24" THERMOPLASTIC
STOP BAR. (WHITE)
HC RAMP
NEW 5'
SIDEWALK
I
CONK -
POINT/CORN
I
I H RAMP
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0'
ST E TYA
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BUILDIN
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LIGHT O - _
(D O Q �_
x _
CE PROJECT BENCHMARK
- - 1— 5x -�- x CD (4) ._ TOP MONUMENT
:, s wNe - - - _ _ ��3" yY x I ELEV. = 29.36
Ia� 915" OAK •12" PINF
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LOT 1, SECTION 1 Z U
(REVISION) Q Q
SEVENTEENTH EAST In J m
MAP BOOK 39 PACE 79, -j Lit
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23.9'
20" PI - _
IN -- -- R/W- �-
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SECTION 1
MAP BOOK 30 PAGE 103
*6" MAGNOLIA
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NOTES:
1. DIMENSIONS NOTED ARE FROM FACE OF CURB/WALK
TO FACE OF CURB/WALK.
2. SITE LIGHTING SHALL BE IN ACCORDANCE WITH CITY OF
WILMINGTON REGULATIONS.
3. DUMPSfER SCREENING AND MECHANICAL SCREENING SHALL BE IN
ACCORDANCE WITH CITY OF WILMINGTON REGULATIONS. MECHANICAL
UNITS TO BE SCREENED WITH VEGETATION.
4. LAUREL OAKS AND RED MAPLE TREES TO BE PLANTED
WITHIN THE 173, 580, AND 335 SQUARE FOOT LANDSCAPE
ISLANDS WILL BE PLANTED AT 4" CAUPER INSTEAD OF THE
PREVIOUSLY REQUIRED 2" CALIPER.
'I I 25'
I BUILDING MFM
_ I SETBACK
15'
I--- ZTYPE '*B"
Q BUFFER
�0
7,
A
I
EXISTING VEGETATION W?THIN
THE BUFFER YARD WILL
1237 BE PRESERVED.
I �
. � a 116" INFO
Cv
r� z JUMPIN' RUN
v r�•M I SECTION 5
i I 1 MAP BOOK 25 PAGE 116
Ir
42
1' WIDE X 6" THICK r
CONCRETE STRIP.
LEGEND
ASPHALT PAVEMENT
NEW CONCRETE r*. .':.:.
TURFSTONE o00000000000000_
EXIST. TREE TO BE PROTECTED 0.12• OW
AND SAVED
SITE DATA
USE:
OPTOMETRIST OFFICE
SITE AREA:
1.35 ACRES
PEAK BUILDING HEIGHT:
30'-0"
BUILDING SQUARE FOOTAGE:
10,030 SQ. FT. (roof area)
DISTURBED AREA:
1.15 ACRES
ZONING:
0 do I
BUILDING SETBACKS:
FRONT SETBACKS: 30'
SIDE SETBACKS: 30'
REAR SETBACKS: 25'
PARKING REQ'D:
50 SPACES + 25% PERVIOUS
1 per 200 sq. ft. max.)
PARKING PROV D:
47 SPACES REGULAR
2 HC SPACES
13 SPACES TURFSTONE (25% PERVIOUS)
62 TOTAL
IMPERVIOUS AREA:
PROPOSED BUILDING
11,390 SQ. Fr. (roof area including patio area)
ASPHALT
17,160 SO. FT.
CONCRETE {sidewalk, dumpster 4,446.5 SO. FT.
pad, curb do gutter)
TOTAL
32,996.5 TOTAL
LANDSCAPE AREA REQUIRED:
2,161 SO. FT. (10%)
LANDSCAPE AREA PROVIDED:
2,252 SQ. FT.
20 NEW TREES TO BE PLANTED (15 TREES PER ACRE)
SCALE: 1' = 20'
0 20 40 60
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97,
24' SQUARE C❑NC, PAD
ASPHALT DEWEY BROS.
OR GRASS MH-VA-4
CASTING OR
EQUAL.
NTS
'. °
4' SIDEWALK
3000 PSI
CONCRETE
Bx8-TO
bill IUN
CONCRETE SIDEWALK CONTROL JOINT
CLASS A
ASPHALT—,
n�
COMPACTED SUBGRADE
8' CONCRETE COLLAR
4000 PSI CONCRETE
WITHIN PAVEMENT TO
FINISHED ASPHALT GRADE.
STONE BASE
> -
IF CURB HEIGHT IS 6', THEN:
.P 'B1" — 0 1:10 MAXIMUM SLOPE, SIDE
FLARE "A" IS 60" MINIMUM.
"B2" — 0 1:12 MAXIMUM SLOPE, SIDE
PLAN FLARE A" IS 72" MINIMUM.
1/PANSION2' ASPNALTIC
JOMTPREFORMED
EX
8=8-10/10 W.W.M. COMPACTED
SUBG
SECTION
WHEEL CHAIR RAMP
TYPICAL SIDEWALK AND
WHEEL CHAIR RAMP DETAIL
NTS
3R
2'-0"
/-1 1 /2"R
a `3"R
3"R -
° °
a I
°
1�gnR a a Co °
a
° d e a a
SPILL OFF CURB SECTION
NTS
NOTE: CURB TYPE DEPENDS ON GRADES SHOWN
ON GRADING PLAN. GRADES INDICATING
FALL AWAY FROM CURB SHALL BE SPILL
OFF TYPE CURB. GRADES INDICATING CURB
ACCEPTING FLOW SHALL BE FLOW LINE TYPE.
2'-0'
1'-6" 1 6"
CLASS A CONC.
6" CONCRETE (3,000 PSI)
AIR ENTRAINED
6x6-10/10 W.W.M.
4" ABC STONE (NCDOT)
° • ° .
CURB & GUTTER
NOTE: CONCRETE SECTION MAY VARY DEPENDING
UPON FIELD CONDITIONS. CONTRACTOR SHALL
COORDINATE WITH OWNER do GEOTECHNICAL
ENGINEER TO DETERMINE ACTUAL SECTION.
EXPANSION & CONTRACTION JOINTS SHALL
BE IN ACCORDANCE WITH ACI STANDARDS.
CONCRETE PAVEMENT SECTION
NTS
ad 3pR
3"R
e =
a ° o
e ^ u c d i
_ ° e de
co
a
e d
COMPACTED SUBGRADE
FLOW LINE CURB SECTION
NOTE: CURB TYPE DEPENDS ON GRADES SHOWN
ON GRADING PLAN. GRADES INDICATING
FALL AWAY FROM CURB SHALL BE SPILL
OFF TYPE CURB. GRADES INDICATING CURB
ACCEPTING FLOW SHALL BE FLOW LINE TYPE.
NOTES:
1. WATER METERS ARE TO BE PR(MDED BY THE CITY 8'—f
2. ALL WATER METERS MUST BE LOCATED WITHIN PUBLIC
RIGHT—OF—WAYS AND OR EASEMENTS
3. WATER METERS S NOT BE LOCATED IN DRNEWA LARGE CAST IRON METER BOX
n A A)( "
� N
2 I
TYPE 'K" SOFT COPPER TUBING MUELLER H-1422
METER YOKE W/12 RISER
FORD VF66-12, VF77-12
1-1/2" OR 2" WATER SERVICE
NTS
KtJtKVtU VAN ACCESIBLE SIGN
PARKING ADJACENT TO 8' AISLE
D
® SIGNS BE STANDARD
ALUMINUM. BOLTLT TO TO TREATED W00[
ALUMINUM POST WITH 3/8" CADMIL
PLATED NUTS, BOLTS do WASHERS.
r cDLDeaa T
LEGEND AND BORDER - GREEN
WHITE NMBDL ON BLUE BACKGROUND
BACKOWND - WHITE
R7_8
ALUMINUM OR TREATED 4"x4" WOOD POST
1-1/2R(TYP 1-1/2R(
MAXIMUM VAN
PENALTY 3/a'(ryp) ' ACCES$I 3/e'(Tm
$250
I - 12" I I 1Y
LECID AND BORDER - GREEN LEGEND AND BORDER - GREEN
BACKGROUND - WHITE BACKGROUND - WHITE
R7-8D VAN ACCESSIBLE
TYPICAL HANDICAPPED SIGN DETAIL
NTS
1 1/2"R
C4
m
i
s
0
M
2 TYPE 1-2 (NCDOT)
-6" ABC STONE (NCD
II I II I II II I I� COMPACTED SUBGRADE
NOTE: PAVEMENT SECTION MAY VARY EXTEND GEOGRID
DEPENDING UPON FIELD CONDITIONS. 1' BEYOND CURB
CONTRACTOR SHALL COORDINATE -_--- -_--
w/OWNER & GEOTECHNICAL
ENGINEER TO DETERMINE T
ACTUAL PAVEMENT SECTION. O10
T
PAVEMENT SECTION too
L
N.T.S.
2.0'
20
SALT ASP�.H
k F F F
r r
COMPACTED SUBGRADE `-4000 PSI CONCRETE
2' VALLEY CURB & GUTTER
NTS
PLAN
SECTION C
FRAME
MINIMUM AVERAGE WEIGHT
40 LBS.
1."-10.75" -_L
0.25"
H
n I
N 1.5"
SECTION D
COVER
MINIMUM AVERAGE WEIGHT
WATER A 20
LBS.
I I
METER
PLAN
V-7 3/8"
. Sul
9.625" N^.
2.25
1.75"
75
11
5.75" 5.75"
V-6 5/ 0.375"
00
O
SECTION A
SECTION B
WATER METER
BOX
N S
5' O 2% SLOPE
GRASS SLOPE
3
NATURAL GRADE
INFILTRATION BASIN CROSS-SECTION
AT DRIVE/PARKING AREA
NTS
1.0'
N 12" CLASS I RIP -RAP
° °° °°°°°°°°° °°°° GRANITE ROCK
W O00 0000000000 0000
o00 000°O000o00 00000
°°°° °° TENSAR GEOGRID
° Q O00 ODO�ODODO�O�OLO�O�O
° o°o 0 0 0 0 0 0 0 0 0
°. O 0 0 0 0 0 0 0 000000
\/ \�\\�� \/��/\\//\\//\\//\\/\ ° O ° ° °
o
ouo
000000
TENSAR GEOGRID 1 L_ °°°° 0°00
RIP - RAP EMBANKMENT DETAIL 0 CURB °00
°°000
CURB
3-1/4" TURFSTONE
WOVEN FILTER (2" GR#ADED SAND
60)X C%OOXIOR CO�PACTWASHED ST
APPROVED EQUAL. _
IIIIIII�Ihp l �lllfjll l ll�l 7F1_=�--COMPACTED SUBBASE
NOTE:
E TURF STONE
(16" XA24"PX 3E 1/4 SHALL
TURF STONE
SHALL BE INSTALLED TO MANUFACTURES
RECOMMENDATIONS.
2. DO NOT COMPACT GRADED SAND.
3. INTO EACH OPENING AND THE SPACES
BETWEEN EACH PAVING STONE SHOULD BE
PLACED A SUITABLE TOPSOIL OR OTHER
MATERIAL IN WHICH GRASS SEEDS MAY BE
SOWN.
TURFSTONE BEDDING DETAIL
NTS
NOTES:
1. SIDEWALK THICKNESS SHALL BE 4" UNLESS NOTED OTHERWISE.
2. CONTRACTION JOINTS (C.J.) SPACE SAME AS SIDEWALK WIDTH.
3. THICKEN SIDEWALK TO 6" AT DRIVEWAYS.
4. THICKEN SIDEWALK TO 6" IN LAST 3' WHERE IT ABUTS PAVEMENT
WITH NO CURB.
5. 1 2" EXPANSION JOINT E.J.) REQUIRED AT 50' MAX. AT SIDEWALK
Jl1NCTI0NS. AT STRUCTU ES, AND AS NOTED ON SITE PLAN.
6. PROVIDE A LAYER OF 15/ BLDG. FELT BETWEEN WALK AND ADJACENT
PARALUNG CURB OR STRUCTURE.
7. REINFORCE w/6x6-10/10 W.W.M.
BLDG.-STRUCTURE
SIDEWALK JOINT DETAILS
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SHALL BE HEAVY DUTY
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SEDIMENT TRAP
6- CLASS #57 STONE
COMPACT SUBGRADE
INSIDE BOX DIAMETER SHALL BE
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1. FENCE FABRIC SHALL BE A MIN. OF 32- IN WIgM AND
SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12 STAY
SPACING.
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF
36' IN WIDTH. FABRIC SHALL "c:E FASTENED
ADEQUATELY TO THE WIRE FA8R1C AS DIRECTED BY THE
ENGINEER.
3. STEEL POST SHALL BE 5'-0- IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
4. WOOD POST SWILL BE A MIN. OF 6' IN HEIGHT AND 3"
TO 4- IN DIAMETER. WIRE FABRIC SHALL BE FASTENED
TO WOODEN POST WITH NOT LESS THAN #9 WIRE STAPLE
1 1/2- LONG
TEMPORARY SILT FENCE
STEEL OR WOOD POST
WIRE FABRIC
FILTER FABRIC
VARIES - NEW 5' _
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NOTE: FILTER FABRIC AND STONE SHALL BE TOED
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GRASSING DETAIL
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDITIONS.
2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH.
3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES
SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL
LIME 45 LBS. PER 1000 S.F.
PHOSPHOROUS: 20 LBS PER 10DO S.F.
FERTILIZER: 17 LBS. PER 10M S.F.
5. IS PREPARED�4-6 INCHES DEEP. PULVERIZED, FlRM, UNIFORM SEED BED
6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY.
2 - 3 LBS PER 10DO S.F. (SEE MIXTURE BELOW)
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
GRAIN STRAW do HAY AT 75 TO 100 LBS PER 1000 S.F.
WOOD CHIPS AT 500 LBS. PER 1000 S.F.
JUTE & MESH AS PER MANUFACTURER
8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND
APPLIED AT A RATE OF 1000 GAL PER ACRE FOR SLOPE STABILIZATION,
AND 150 GAL PER TON OF STRAW FOR ANCHORING STRAW.
9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE
OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER
AND SEEDING RATES.
10. CONSULT CONSERVATION INSPECTOR ON MNNTENANCEE, TREATMENT, AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE:
20% CARPET GRASS
24% BERMUDA GRASS
20% TURF FESCUE
10% CREEPING RED FESCUE
24% ANNUAL RYE GRASS
•BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER
PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98% AND
GERMINATION SHALL BE A MIN. OF 85%.
ALL DISTURBED AREA SHALL BE SEEDED WITHIN 15 DAYS OF THE COMPLETION
OF GRADING.
CONSULT CONSERVATION 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 SCHEDULES MAY BE POSSIBLE.
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STEEL OR WOOD POST
WIRE FABRIC
U
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FILTER FABRIC
INTERMEOIAAATE WIRES
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NOTES:
1. FENCE FABRIC SHALL BE A WIN. OF 32• IN WIDTH AND
SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12' STAY
SPACING.
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF
3V IN WIDTH. FABRIC SHALL BE FASTENED
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE
ENGINEER.
3. STEEL POST SHALL BE 5'-0' IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
4. WOOD POST SHALL BE A MIN. OF 6' IN HEIGHT AND 3'
TO 4' IN DIAMETER. WIRE FABRIC SHALL BE FASTENED
TO WOODEN POST WITH NOT LESS THAN j9 WIRE STAPLE
1 1/2' LONG
TEMPORARY SILT FENCE
NORTH SITE
UNDEVELOPED AREA
- -- ENLARGED AREA (NOT TO SCALE)
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l SITE WORK NOTES: < H �,
9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO
f f _ I I 1. THE CONTRACTOR SNHA VISIT THE SITE TO BECOME FAMILIARIZED WITH CONSTRUCT HIS WORK. g Z w
FIELD CONSTRUCTION CONDITIONS. 10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF N � O
'If_,,. �`�--,�,, __ 2. CONTRACTOR SHALL COORDINATE WOFK WITHIN NCDOT AND LOCAL RIGHT OF EXISTING UTILITIES DURWG CONSTRUCTION. 3
,,I aJ"I WAYS WITH PROPER AUTHORITIES ANC SHALL MEET ANY REQUIREMENTS AS 0) 3 O_
} TO TRAFFIC CONTROL AND CONNECTION TO EXISTING STREETS. 11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY
Ir �`';u �� s \'"�., --- .__ r .,,,� MICHAEL UNDERWOOD h ASSOCIATES AND PROVIDED BY OWNER.
=,___--_.,,,.s.,�,= 3. CLEARING AND GRUBBING: REMOVE . A.! TREES, STUMPS, RppppT
1 1 b SHRUE' '% ASPHALT ONCR E, S OCTURFB BLIRIED UTIL ?1! 12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
` M ., -_..__ CC EE7f T N 1" T REMAIN. _ WITHIN UMIfS OF COASTRl1CTI0N, EX EP WHERE 0 ED 0 �
� - - I% j I♦ 13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF RELOCATION
r " '-- 00 JI 401ION I I 4. STRIPPING: BEFORE EXCAVATING OR 'FILLING REMOVE ALL TOPSOIL, OR DISCONNECTION OF A L EXISTING UTILITIES WITH APPLICABLE V
,y 4' - ___ _ I �:�_ ,_-_4 ' WOOD, LEAVES, AND ANY OTHER UNSURABLE MATERIAL. AGENCIES AND AUTHORM S.
,F „qr -- r, CUT .:, T-'-`---- i 5. MUCKING: REMOVE ANY SOFT ORGANIC SILT MATERIALS ANp EXISTING 14. ALL BASE MATERIALS AND WORKMANSHIP SHALL CONFORM TO NCDOT Z
6 r- -!- 'UT -`'--___ I .-----_-.- I BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE STANDARDS. -
-- ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED.
I
R,.F - I 15. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE ^
__
'r, 1 CLEARED GRUBBED STRIPPED OR CAVATED SPOIL SHALL BE
------ -___ __- ._ 6. DISPOSAL.
_ E a
p�
V -- - .-„c.,, ,. `t-===�__..-_ REMOVED FROM SITE'AND DISPOSED OF iN ACCORDANCE WITH ALL 76. NTRACTOR S NOTE THAT THWORK QUANTITIES ARE HIg (%)
t7 CN J t ! APPLICABLE LOCAL AND STATE CODES. Cp ABALANCEDEARTHWORK
1i ON „X. "`33-_� RESPONSIBIUI1. L S DO NOT REPRESENT
=-J'1.dC Fkl,i. RrP \ti`'Ie7H1' j'--1\ ---__ --__.j CONDITION.
_ _�ll 7. BORROW MATERIAL: THEE CONTRACTOR SHALL FURNISH BORROW MATERIAL
�,- ' I ' REQUIREp FROM OFF SRE AND OBTAIN ALL REQUIRED PERMITS ASSOCIATED
17. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO W
-_ IST t a;____4___
- `4___ ___4 ' WITH BORROW OPERATIONS. 3 HORIZONTAL LL•I
ATl H BASIN ---, d .GIST I 8. FlLLEgAND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED TO 18. ALL DISTURBED AREAS SHALL BE GRASSED WITHIN 30 DAYS OF Z
"�_ YM 3 .5L - AT E>R,:IN �1 ^-- ---� WHEELEDFIROLLER TO COMPS TF1EufOP $PTO AT LEAST VIBRATORY F1nXIMUM DISTURBANCE.
IN1, r.94'� 1: ) I F4 _4 I
,- _- I4 s''1?N.aN --` I z RUTS EXCESSIVELYUSHOUI� BE UNDf:RCMIIT AND ER P�LAC DICWITHUAPCLEAN, 19• RP O,IEC�SFISNCOMPLETED.CONTROLLED INCLUDING SIDE SLOPES BEFORE THE C,'
-"- t . 28..2p.UT; TI JgILTY OR CLAYEY SAND HAVING A UNIFIED SpIL CLASSIFICATION OF SP Z
- - _-_ -__ 1i � SM OR FILL MATERIAL SHALL THEN BE PLACED IN LAYERS NOT fO 20. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE 0___ __ S�
- `. W
1 EXCEED 8 AND COMPA T T AT I 95X OF THE STANDARD PROCTOR SHOWN ON THIS PLAN ARE NOT EFFECTIVE.
'_S•� pp 9 WITH UPPER 12 INCHES OF
_ MAXMgAXIMUM DRY DE NSfIY AST#1 D-6 E THE U
r,-__-__-41 -- -�- / w ~ DR8 O�ENE$f1BEININ CAR PEASCWHERE NO OF STRUCTURAL FlL IS TO BEOPLACEXDIMUM 21• AS SOON EROSION
EREAFTERTAS POSSIBLE. BEFORE BEGINNING CONSTRUCTION. L
1. "�, - I a THE UPPER 12 INCHES OF IN -PLACE SUBGRADE SHOULD BE COMPACTED TO
'� / ___4______ ------_J + AT LEAST 98X OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE 22. MAINTAIN ALL MEASURES UNTIL THE PROJECT IS COMPLETE. REMOVE
,� f tt --- Enl f °1GH BA• IN MATERIAL IS TOO DRY TO COMPACT IO THE RE%UIRED DENSITY EACH LAYER ACCUMULATED SILT AS NEEDED TO KEEP THEM FUNCTIONING PROPERLY. Z_
'-`- k�____ Nt{-Ib?-hl;_. ""-- I p TTHHEE MATTEERIALITISDTOO W TOTO SECURE PROPER COMPACTION EIIT SHALL BE . REMOVE TEEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALLII
`� II! %�--- INS -.7-'^: !-.T! HARROWED REPEATEDLY OR OTHERWISE AERATED WITH SUITADLE FEQIPIPMENT 23 PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT CLOSE-
""` 11
--�+; *' -I / N:JTF; FU11 CIF 01 f. UNTIL OPTIMUM MOISTURE CONTENT NS OBTAINED. FILL SHALL BE LACED OUT. -j
6=`""-z+ \r IFJ ttt'CP7'*' - - �` IN SUCH A MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL
"E ", ".) sA"J CUT E 1{•- I TIMES. 23. NO WETLANDS EXIST ON SITE.
\ �11_ / �-`-" i RECEIVED Z
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GRASSING DUEMR
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER IIIIIII I I) IIII
ADVERSE SOIL CONDITIONS. IF AVAILABLE.
2. RIP THEENTIREAREA TO A 6 INCH DEPTH.
3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES
REASONABLY SMOOTH AND UNIFORM. II III
4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL.
(
SEE BELOW
REASONABLY UNIFORM
CONTINUE I GE UNTIL A WELL PULVERIZED FIRM 5 TILLAGE
SEED BED IS PREPARED 4-6 INCHES DEEP.'
PREPARED BED AND COVER SEED LIGHTLY. 6. SEED ON A FRESHLY E ED SEED
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDING
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE
OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL UME, FERTILIZER 98019 AND SEEDING RATES.
r Ft. n 3. 9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND
� ` .�- -.,, :,,,,, , I I ! I I 4 NnT . F' I. OF TRASH FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
sT -_ I I JI h Ar D
r f,P -',....t 1 __RtiP x '" _ .,,4_- *APPLY: AGRICULTURAL LIMESTONE - 2000 LBS/ACRE DES. JST
FERTILIZER 10-10-1 - 1000 LBS_/A_C ! } j _ HYo -- \ . 5, l__I _ _ _-� - !TLET-F: ,,,::TNr,'E-- -"-`"-`-� - _._ _ -.� -... MULCH - 2 TONS (APPROX. 80 ST SMALL GRAIN STRAW/ACRE
blije" ; ( i + - -u� - "SEE OL1AI., ANCHOR - TACK w/ LIQUID ASPHALT O 400 GAL/ACRE OR DRWN. NMK
-y r ;. r _ f EMULSIFIED ASPHALT O 400 GAL/ACRE
env.=lam.,°..-.1_.. Y_ "'Y'a•",:v� -- - .aie�wl:� i -1 r,v. (* I L �s.:i
',t't \, d ,` :d.- CUT n SEEDING SCHEDULE DATE 18 MAR. 1998
SITE INFORMATION:
----------------- - -- _ .._-
_....._ cF !Ifi L.IC) IJ',`-- J ,.` /r ,NC IN TAL_ NET; 12R'�n
tieEY. FEFEREP.L-£ I NEW Pf, IN� �_ l
w.P Brxw F CF 19 I
HAF" B1TN'. I. PAGE cf I 9• MFT - 3 OR k IJ C (t..1
NOTES: DA N LOW
1. ABC STONE REMOVED FROM AREAS OUTSIDE SCALE. 1e1 ' N w r 3�t PrerrJ:ER ' Tr'
(IRATE-- y 0
OF THE PROPOSED PARKING LOT SHALL BE USED E- N, IIJ<1.C.<,
TO STABILIZE THE PROPOSED PARKING LOT AREAS. .o
It{, il11. '�J�S
I }}'PPG-^,
2. PARKING LOT SHALL BE GRADED AS SHOWN. rIIIIIIIIIIIIIIIIIIII SLtLvc x 'VAcre.
3. LANDSCAPE TIMBERS SHALL BE PROVIDED AND PLACED 0 15 30 60 90
IN ACCORDANCE WITH WILMINGTON CITY STANDARDS.
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N m EXIT A CH RA M
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J W IV'J. !N- C.Cr (FRUAI P 'JG.i
SITE AREA (SOUTH -DEVELOPED)
2.08 AC
SITE AREA (NORTH -UNDEVELOPED)
2.09 AC
TOTAL BUILDING AREA (EXIST.):
17,500 S.F.
TOTAL PARKING REQUIRED (EXIST.)
88 spaces
TOTAL PARKING PROVIDED (EXIST.)
88 spaces
ZONING:
01
PERVIOUS PARKING AREA LOCATED ON
NORTH (UNDEVELOPED) SITE.
PERVIOUS PARKING ALLOWED:
22 spaces
PERVIOUS PARKING PROVIDED:
22 spaces
PERVIOUS PARKING AREA:
8400 SO. FT.
LANDSCAPE REQUIRED:
675 SQ. FT.
LANDSCAPE PROVIDED:
s'10 SQ. FT.
DAIE P84DU.OI BALE
AUG 15 - NOV 1 TALL FESCUE 30 LBS/ACRE
NOV 1 - MAR 1 RYE (GRAIN) 120 LBS/ACRE
MAR 1 - JUN 30 KOBE(Sp�C11 LESPEDZA 90 LBS/ACRE
COMMON BERMUDA GRASS 50 LBS/ACRE
(HULLED))M JULY 1 - AUG 15 COMMOHULLEO)UDA GRASS 50 LBS/ACRE
BROIIWNTOP MILLET 20 LBS/ACRE
ALL DISTURBED AREAS SHALL BE SEEDED WITHIN 30 DAYS OF THE
COMPLETION OF GRADING.
CONSULT CONSERVATION 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 SCHEDULES MAY BE POSSIBLE.
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