SW8000419_APPROVED PLANS_20040920

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT N0. SW �'�'���
DOC TYPE El CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

REVISIONS
Date Description By
SIE Rti
2" E.
DRAINAGE AREA
NOW OR FORMERLY top.-
6. AMERICAN CRANE CORPORATION DB1385 PG 0693CARQLINA BEACN ROAD L1.5. HWY 421VICINITY MAP
Lrl PA EL B \ / '9B38 PG 340D 2564 P 168 \ \ / F57ry =57v 716W
cp / TOP r�3p1.7 �``-3 } / 2 y\ 28A F50 ZZ� I2 = 2(p 4`i�EBAR\UND) �, 33 43.5 30 = 1305XII N STONE AREA D INS TO `r:' 18" FES INVw34.0F�REVISED 0
W/5 xIox12 ED 'sr LANDMARK COMMERCIAL INC.ENT 70RM POND SW8 \.�90414 \ :: / / MAP BOOK 33 PAGE 201 Q ir55 + .33�DB 1711 PG 0868 0
'E INTO EXISTING 150 STORM DRAIN E-i
s/INV 29.17f. FlEjD VERIFY 150ix ,p-Z
/ (� 0
3/4 REBAR (FO DcA F �.o*F `C - . EXIST. FIRE HYDRANTjSc �F�, \ EXIST. WATER M S ��♦0 REMAINSAPPROX. LOCATION4" E OUND EXIST. 8" WATER �•G`I�� I No. 5SDMH No. - 6 RIM 37.25jRIM 40.5 � INV 30.0
wINV 34.8 ,9.i 10' EMERGENCYSPILLWAY INV 37.25 0
SDMH No. 4 Z
DMH No. 2 •• \ RIM 38.0 PO L DIMENSIRIM 40.5 _5. INV 31.0 1 - 30QGINV 35.2 Q g UTL.ET STRUCTURE Z\�(SEE DETAIL)- SST. F. HYDN PIPE (FOUND) 0
I No. 3 h Z
RIM 40.0 • 4 ev/REMOVE EXIST. CONC. STRIP ZINV 35.5 l OPE IRON PIPE (FOUND)*Z
DI No. 2?50. / NV. 29.45 > [--+RIM 40.0 � 1 No. 4.r�INV 36.0RIM 40.0 �-� / �.�E /INV 37.0 4 / E� � ./ - �VCEMETERY �12 0 M 4► / 1ER '�F�PROPOSED B DETENTION POND �"�I�.. P4 Z i--
EXIST. WATER METER�` FOP 34.0 _ / (OR RELOCATED) / N//NP 320 I E•yuMITs of � � BOTTOM 28.DDISTURBANCE 0 50 1'N -fKON PIPE (FOUND)SDMH No. 1 $ TjP 36.28 �TOP 34.17
RIM 40.8 INV. 34.19rINV 30.81 0
c!aINV 36.3 REVISED �,��/ " 00
J.
LANDMARK INDUSTRIAL PARK i � h0 CQ
MAP BOOK 30 PAGE13�'J' ,PROPOSED BUILDING '� zI-'^cd
rl
11,900 SF ��,���-�-- N ih-�1�,FIN, FLOOR ELEV. 41.0 - - - I O �� O
% tKri ►A' �P MITS OFPRE / /1DISTURBANCE F�-1 +� U
X4D { _ `' - SS CLEAN OUT EXIST. BUILDING Q O�C�OiTEMP 150} • ' ;' INV 35.4 I j FIN. FLOOR 39.87 ,t\rGl �^ � .0O Crj
TRAN E � 0) g°3�90716 O C7 co
a• __�wq oa N 9. 200 a.
T��I�T`�I�r EM'� £C ) i 8 I IIc `L o 0 0161 UI I I4-1
1503 1 No. 1 7 2 �1E� / � p x N/0267 ~200) RIM 39.0 ,Q.Q.� •� A 0INV 37.0 1� NOW OR FORMERLY �PVB j�) SS C N OU T Vfi.49 363DBRUCE RICHBOURG
5.S79 *f DB 1893 PG 0387
5-r 00 .00,jC'•`9WaE�c8osi 0 wp N86'3854"W S87` 1 w15 FES INV 40.0 - �'`$ % T C' .95 {Tl�} / �ROV'D� IE 'OATH EXIST. SSMH XIST CONC. DRNE i OMA ENVIRTOP 43.76 - / {Ir1Ai1U� GENIENTCO�riiIM10;CH 1 .1 INV 34-96 MATCH EXISTING ` DMSION OF WATER QUA \," Cq�qASPHALT GRADE 42.Of �NOW OR FORMERLY RY BORE INSTALLATION � ZU�P_ Z�15 FES INV 39.75-- - NOW tZ FORMERLYAMERICAN CRANE CORPORATION w EXIST. V coNCEf_LANDMARK DEVELOPERS INC S E A LW/5 x10 x12 ED PIPE INVERT 37.86 �r _-- DB 17�.5 PG 0426 ' P 17 2004�7374DBK 1385 PG Ofi93 (1) 1" METER AND \ss sERv1cE ®o.sx IriIR:` \ -�:1 1' METER AN(MIN. 3 BURY) By OCC4jam[ 0+a PREVENTOR � _�TIE INTO EXISTING 10 WATER MAIN. - l . PP, OI 36.S H��'/iq''RELY' �� ::FIELD VERIFY INVERT, SIZE, MATERIAL GENERAL NOTES: INV 30.35 IEQEND�AND LOCATION PRIOR TO INSTALLATION EXIST. SSMH SITE A -32- - - EXISTING CONTOUREXIST. FIRE TOP 39.68 TIE INTO EXISTING SSMH 1. ALL CONSTRUCTION WILL COMPLY WITH THE REQUIREMENTS WITH THE D TA DATE 09-13-04
"z9.e3 EXISTING SPOT ELEVATIOHYDRANT INV 33.78 INV IN 34.5f FIELD VERIFY CITY OF WILMINGTON TECHNICAL STANDARDS AND SPECIFICATIO S MANUAL SITE ADDRESS: 301 RALEIGH STRELT w{ �I o DESIGN PGT
PRIOR TO INSTALLATION) 2. PROJECT SHALL COMPLY WITH CITY OF WILMINGTON CROSS CONNECTION TOTAL AREA 2.05 ACRES /� PROPOSED SPOT ELEVATIO DRAWN JLR
CONTROL REQUIREMENTS. WATER METERS) CANNOT BE RELEASED UNTIL ALL ZONING HM DROP INLET w/INLET PROTECTION
REQUIREMENTS ARE MET.' CALL 910-343-3910 FOR MORE INFORMATION. BUILDING AREA, 11.900 SFSlIE PT AN
3. IF THE CONTRACTOR DESIRES CITY WATER FOR CONSTRUCTION HE SHALL APPLY PARKING SPACES REQUIRED 20STORMWATER RUNOFF DIRECTION
NOW OR FORMERLY IN ADVANCE FOR THIS SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ) PARKING SPACES PROVIDED 23 CONCRETE AREA
1" = 30' LANDMARK COMMERCIAL, INC. BACKFLOW PREVENTION DEVICE ON THE DEVELOPERS' SIDE OF, THE WATER METER BOX. ASPHALT AREA 26,672 SF
DB 1755 PG 0429 4. ANY IRRIGATION SYSTEM SUPPLIED BY CITY WATER SHALL COMPLY WITH THE CITY'S CONCRETE AREA 1169 SF (175) LANDSCAPING w/AREACROSS CONNECTION CONTROL REGULATIONS. CALL 910-343-4910 FOR INFORMATION. DATE PRINTED LANDSCAPING AREA REQUIRED: 2073 SF
5. ROOF DRAINS TO BE DIRECTED TO PROPOSED STORMWATER F CIiITY. LANDSCAPING AREA PROVIDED: 2080 SF LIMITS OF DISTURBANCE NO WETLANDS EXIST ON SITE. � S�� � � ���`� TSF SHEET 1 OF 2 -
X TEMPORARY SILT FENCE 04076
-

BURIED.FABW + �y\\
AS DIIRECFED W] .
WOW FRAME ­11000 OR
STEEL STAKE
lBUFNED FABRIC SKIRT
GATHER
�,p,,�yp�pypyOpOiy�iy�4 � \`ry{4�`i
,.....,.
99FIALLATION. FRAME WITH
POLYESTER, OR ]' ., CREST
=INCH 1��� ULTRAVIOLET RAY AREA AT A MAXIMUM OF 1.5 FT ADM THE DROP ftET CRESI
AND SHOULD BE SLFFICIIENMY
RDA TO PROVIDE ADEOUATE
OF THE
W 12 INCHES OF THE FWW IN A TRENM AND
E ]1`.,. SHORT-TERM TRENCH
APPLICATIONS. IT MUST BE REPLACED WENT1' 12 INCHES OF COMRACIEB SOIL
STAKES.'.] . 111 ]WEE +. ]. ] . ]
XT SWE.
Fr. IL THE TOP OF THE FRAME AND MBRIC MUST BE WELL BELOW 11�9 GROUND
,L MODE STAKES EVENLY AROUND THE PERIMETER Of THE 14LLT ELEVATION
yCU . MQLZ
THE #&ET. ff MAY BE NECESSARY 70 BUILD A TEMPORARY
,'1]]'TEMP996a EVAIC DROP INLET EROSION CONTROL
2- - 6--
COARSE AGGREGATE �
1
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
NTS
(1 PLACES)
TOP VIEW
0'- 11
3' X 4'
PIPE SLOT
(2 SPACES)
1•-4 1n'
EMD V I EW
o NOTEs=
STANDARD DROP-IM LIO
H•_q• -- J REQUIRED IRON LEADER
-- - - BOX AVAILABLE WITH DUAL KNOCKOUTS
SIDE VIEW. 3' X 4' PIPE $LOTS (2 SPACES)
COVER SMAP-IN LOCKING QECa`SS
SNAP LOCK TAB
COVER WEIGHT-2 1/2 LBS_
BODY W I GHT-7 1/2 IFS.
TO KIP E LIGHTING MODEL.
0-12W PLASTIC ME-M BOX OR EQUAL
PVC PIPE PLASTIC
METER BOX
TOP OF BANK
EL. 38.0 -
NORMAL POOL
EL. 33.0
1� FOREBAY
3
STEEL OR WOOD POST
21.
�'AWWR FABRIC
c AS DIRECTED BY
II el �
u u
NOTES:
1. FENCE FABRIC SHALL BE A MIN. OF 32- IN MAQTH AND
SHALL HAVE A MEIN. OF SIX LINE WIRES WITH 12 STAY
SPACING.
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF
36' IN WIDTH. FABRIC SHALL BE FASTENED
ADEOUATEL.Y TO THE WIRE FABRIC AS DIRECTED BY THE
ENGINEEIL
3 STEEL POST SHALL BE W-O' IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE
4. WOOD POST SHALL BE A MIN. OF 6' MI HEIGHT AND 3'
TO 4' IN DIAMETER. MARE FABRIC SHALL BE FASTENED
TO WOODEN POST WITH NOT LESS THAN 19 WIRE STAPLE
1 1/2- LONG
i
WIRE FABRIC
GA. o � FILTER FABRIC
MNRES�
2" TYPE 1-2 (NCDOT)
-8- ABC STONE (NCDOT)
NOTE: PAVEMENT SECTION MAY VARY
DEPENDING UPON FIELD CONDITIONS.
CONTRACTOR SHALL COORDINATE
w/OWNER & GEOTECHNICAL
ENGINEER TO DETERMINE
ACTUAL PAVEMENT SECTION.
PAVEMENT SECTION
NTS
f8w
1 MIME? AElE:1P8 AW N Jr AB7VIO ry TIE CITY
E ALL VAMP AElIrF3' mer JTE Lmlu E/umw Rar
AWill-iF HAYS #&9? EA.S 09ff
8 160T i AE7M .p/1LL AOT AE LGCAIEI AV A0'NEi64YS
CASE AEU K7V? AN
lrff %>r- �r I nemlEs ALELLER NY VNiiip
K7f1P 79LE' Y/12 A'C W
f= VFWIZ W77-A2
�A = IN BdQta F AFFA 'W
n
SKIRT
drpNEPR
NOTES:
I. SIDEWALK THICKNESS SHALL BE 4' UNLESS NOTED OTHERWISE.
2. ODNTRACTIDN JOINTS (C. L) SPACE SAME AS MEINu K WIDTH.
3. THICKEN SIOEWNJC TO IS" AT DF 4MY5.
4. THK:ION SIDEWALK TO B' IN LAST 3' WHOM fi ABUTS PAVEMENT
WITH NO CURB.
3. 1/2' EXPANSION JOINT (EJ.) REQUIRED AT 50' MAX. AT SIDEWAIJ(
JUNCTK*M AT STRUCTURES. AND AS NOTED ON SITE PLAN.
L PROVIDE A LAYER OF 1 ERDG. FELT BETWEEN WALK AND ADJACENT
PARALLNG CLM OR
7. REINFORCE v/Sx6-1o/1O W.W.M.
CURB DO' MAX. SPACING
KAN BtDG -STRUCTURE
IlIrR AN
JOINT TOOLED xR1 TOOLED �JOW
1/2' EXPANSION
JOINT MATERIAL
EXPANSION JOINT (E„ 1.) CONTRACTION XW (C.J.)
SIDEWALK JOINT DETAILS _
HITS
f r
lrF�
1
:IYs'
A
6' L_ 1
EMBANKMENT
CITY FLOOD POOL EL. 35.5
I �t
3
BOTTOM EL. 30.0
STATE FLOOD POOL EL. 34.5
NORMAL POOL EL. 33.0
1�- 1/E(�IA RML SHCI EL. 32.0
6
MAIN POOL
1�
3 BOTTOM
EL. 28.0
* POND SLOPE TO BE SEEDED IN ACCORDANCE
TO SEEDING SPECIFICATIONS
* 6:1 VEGITATED SHELF TO BE PLANTED
WITH WETLAND SPECIES I.E. COMMON THREE
SQUARE, DUCKWEED, PICKEREL WEED, PONDWEED,
SEDGES, SMARTWEED,WATERWEED & WILD CELERY
DETENTION POND & FOREDAY SECTIO,
NTS
LilOb`
GALV. BAR GRATING - 1' x 1/B' BEARING BARS. FASTEN WITH
TYPE J CLAPS. ATTACH TO 1--i, 4' x 1-1/4" x1 4" GALVANIZED ATTACH GALVANIZED WIRE
ANGLE FRAME MDRTOR FRAME TO TOP OFOUTLET UCRE CLOTH SMALL DIAMETER
TOP OF BANK >*,�� 7 URIFlCEB MESH .020 WIRE
5" RCF
� I
TEMPORARY
GRAVEL
FILTER
SECTION A - A BOTTOM 28.0
DETENTION POND OUTLET STRUCTURE
4' sIDEYALK
3000 PSF
CONCWTE
11LJLJIWLL/ 1'-w x DB0 SNR ALM
�p�/�`� T REM�m� PAA iC' o iwm t
PiIRK NG BOLT 10 IDENTIFICATION '/ Vr CAMBIUM ❑
® Pt/0EB WWU1Sr mDLTS ! i19fA5.
Br "I
x Beo sTo 90N
10 PFIWCL1Y t0q
WIM�,/� OI ally PLATED
1= 1, 2' "l 1RATS, DOM ! IrNfI IL
LEWEND AM RN�EW anmN PIE>iAE iTrJam 41W4' P06f
%W " 'Q FINISHM TRAIN
-171
1-1/2�t(TYP)
MAXIMUM
PENALTY I a
$250 3/B t��
12'
WEND AND 501mEx - mW
LLAO�UD - W I
_TYPICAL HANDICAPPED SIGN DETAIL
CUT OR TOOLED
roar
BROOM FINISH PERPf11101C MAR
TO PEDESTRIAN FLOW TLOq
PLAN
1 I I 1
&6-10/10 w.wjhL COMPACTED
SU1GRADE
TYPICAL SIDEWALK AND
NOTE
1. CONTRACTOR MAY USE BRICK WITH MAX. CORBEL 1' PER COURSE
2. CONTRACTOR MAY USE CITRIC M.N. UNIT
STD. M At COVER PF=W 4' RISER RING
L` Flv�pw AkET&V I oC
���_... hl llllllllll.
3'-3' MIN. I, 3'-1 3 MIN.
11
LILT NNW
11
SECTION
STORM DRAIN MANHOLE DETAIL
Z
SITE WORK NOTES REVISIONS
LANDSCAPING IS REQUIRED FOR PARKING LOTS FOR THE PURPOSES OF 1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
REDUCING AESTHETIC IMPACTS OF PAVING OR REMOVING THE NATURE CONDTIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.. NO. DesCri tron B
VEGETATION FROM LARGE AREAS; TO REDUCE THE NOISE, HEAT AND 2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS Date P Y
DUST ASSOCIATED WITH PARKING LOTS; AND OTHER PURPOSES AS OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
LISTED IN SECTION 67-1. VEGETATION. DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
(1) APPUCABILITY - LANDSCAPING SHALL BE REQUIRED FOR 4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
ALL OFF-STREET PARKING FACILITIES WITH FIVE OR MORE SPACES REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
OR THOSE AREAS 2500 SQUARE FEET OF MORE DEVOTED FOR 5. DISPOSAL- CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
VEHICULAR USE. A LANDSCAPING PLAN SHALL BE SUBMITTED IN REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
ACCORDANCE WITH SECTION 67-8. 6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
(2) DESIGN CRITERIA: LANDSCAPING SHALL BE REQUIRED EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
FOR PARKING LOT PERIMETERS AND FOR PARKING LOT INTERIORS. FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
(A) PARKING LOT PERIMETERS - A LANDSCAPED STRIP PROPERLY PERMITTED FACILITY AS REQUIRED.
EIGHT (8) FEET IN WIDTH SHALL BE REQUIRED ALONG 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
ANY SIDE OF A PARKING LOT OR RESIDENTIALLY ZONED IN
UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
PROPERTY. THIS LANDSCAPING SHALL CONSIST OF , AT A EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
MINIMUM, ONE EVERGREEN OR DECIDUOUS TREE EVERY THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
EIGHTEEN (18) TO TWENTY --SEVEN (27) FEET. IF A 10. THE CONTRACTOR SHAH BE RESPONSIBLE TO COORDINATE DISCONNECTION/
BUFFER STRIP IS REQUIRED IN ACCORDANCE WITH RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH .
SECTION 657-4. THAN THE TEN FOOT WIDTH MAY BE APPROPRIATE PERSONNEL.
INCLUDED AS PART OF THE BUFFER STRIP. (4/2/90) 11. EXISTING SURVEYING PERFORMED BY STOCKS SURVEYING PC. AND SUPPLIED BY THE OWNER. va
12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
(B) PARKING LOT INTERIORS - INTERIOR LANCSCAPING PRIOR TO INSTALLATION.
IS DEFINED AS THE LANDSCAPING REQUIRED WITHIN THE 13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
PARKING LOT PERIMETERS. INTERIOR LANDSCAPING . HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
SHALL BE PROVIDED EQUAL TO 8% OF THE TOTAL AREA TO 14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36' COVER
BE USED FOR PARKING, LOADING AREA. OR FOR OTHER AT FINAL GRADE.
VEHICULAR USE OF PEDESTRIAN USE. INTERIOR 15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
LANDSCAPING SHALL BE IN THE FORM OF PLANTING METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
ISLANDS, EITHER SEPARATE OR PROTRUDING FROM THE OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
16. ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFORM TO NCDOT STANDARDS INCLUDING
PERIMETER LANDSCAPING. EACH ISLAND SHALL HAVE NO WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS �►
HORIZONTAL DIMENSION OF LESS THAN TWELVE (12) OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT `
FEET. (4/2/90) EACH ISLAND SHALL HAVE NO LESS TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
THAN ONE PLANTED OR EXISTING TREE PER ISLAND, WITH ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHAH BE nj
APPROPRIATE GROUNDCOVER. NO PARKING SPACE SHALL SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES. w
BE LOCATED MORE THAN ONE HUNDRED AND TWENTY FEET 18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS Ili WITH RUBBER GASKETED JOINTS
FROM A PLANTING ISLAND. ALL PARKING SPACES SHALL AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS.
BE BLOCKED OR CURBED TO PREVENT VEHICLES EITHER 19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
FROM OVERHANGING PLANTING ISLANDS OR LANDSCAPED CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE 111, FACTORY MIXED, QUICK DRYING,
YARDS BY AN AVERAGE OF MORE THAN ONE FOOT OR NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR Z
NIGHT REFLECTING.
DAMAGING ADJACENT FENCES OR SCEENS. (3/9/88) 20. DUCTILE IRON SHALL BE CLASS 50.
21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE 1.4
STRENGTH OF 3000 PSI 0 28 DAYS - AIR ENTRAINED. O
MAINTENANCE 22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
(1) ALL EXISTING VEGETATION THAT IS USED TO MEET PAID FOR BY THE CONTRACTOR.
LANDSCAPING REQUIREMENTS, ALL REQUIRED PLANTED LING
MATERIAL. AND ALL REQUIRED BERMS SHALL BE MAINTAINED BY THE CONSTRUCTION SEQUENCE
OWNER OF THE PROPERTY ON A CONTINUING BASIS FOR THE UFE OF 1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
THE DEVELOPMENT. (3/9/88) 2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
(2) ARTIFICIAL FENCING SHALL BE MAINTAINED, CLEANED INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
AND REPAIRED BY THE OWNER OF THE PROPERTY ON A CONTINUING 3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING T� V j
BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC. V 1 v
BASIS FOR THE LIFE OF THE DEVELOPMENT. SUCH FENCING SHALL INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNIN r ,
BE KEPT FREE OF UTTER AND ADVERTISING. CONSTRUCTION. w
4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.
SILT FENCE, SILT TRAPS. AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL
5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN o 0
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER z fJ
FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
ENTERING STORM DRAIN PIPING.
7. A 4' LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED. A w
B. ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS
SOON AS POSSIBLE BUT NO LATER THAN 30 DAYS AFTER DISTURBANCE.
ALL SLOPED AREAS TO BE SEEDED NO LATER THAN 15 DAYS. O
9. MAINTAIN ALL EROSION CONTROL MEASURES UNIT-L PROJECT IS COMPLETE.
.10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
PLAN PROVE TO BE LESS EFFECTIVE.
11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION. '^
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION. f J 1
MAINTENANCE REQUIREMENTS z
1. CONSTRUCTION ENTRANCE MUST BE MAINTAINED TO PREVENT MUD OR SEDIMENT FROM LEAVING j-1
SITE. PERIODIC TOP DRESSING WITH TWO INCH STONE MAY BE REQUIRED.
2. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE LESS THAN
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
PRACTICES AS DESIGNED. W �1
3. SEDIMENT BASINS WILL BE CLEANED WHEN THE LEVEL OF SEDIMENT REACHES 2.0 FEET
_ BELOW THE TOP OF THE RISER. 157 GRAVEL WILL BE CLEANED OR REPLACED WHEN THE
6 15 18' �
06 SEDIMENT POOL NO LONGER DRAINS PROPERLY.
M 4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT '
TREATED LANDSCAPE 0.5 FEET DEEP AT THE FENCE THE SEDIMENT -FENCE WILL BE REPAIRED AS NECESSARY
UMBER TO MAINTAIN A BARRIER.
IE :r 7 7 8' _ �- 5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
7 3 16' 3 TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, a4
DENSE VEGETATIVE COVER. O
Ile 016
8. 11 TF_ u7 � TE WNTM � � Cn
AIR f SEEDM
' L CQ
1. BOX EV
BOX EQUIVALENT TO MDCRM
9 7 EN0.No,NIS ENTERPRISES hR7E �eeEr] Z Ld
2. STD. WEIGHT 30 LBS. RY° Xyrain) 120 1�1 �'I
Mnud IW�pedeza {Kuhr in � I"�
Pirdmpnt and CoaWltd Plain, • W
1 4' PIPE Korean in Momtoirm) 5D
+darwd bgmdlxss WM�II Ardlen d Mnpaay aorr Y nd b N6rM 0
_4'-4S BEND 1` I
sEEa�1� DHA?E5. w U
GLUED CAP 118 NIPPLE 11c Yn.rdns - Abew WOO f@ F� 15-MW 13 �
,
Ratlmant - Jan. 1, k Fab. ,-AIa„
Coadd Ph* - Dec. T-w ;3 z o co
SOL AMENDMENTS � L0 CD
� EadOw no-,m,r,daOnr of N..La or 2,000 Kb/ao- ylaud apMa� ul
a
4' WYE brd ItnaxNeer and 750 6/mm 10-10-110�irtMaw. O I I
STANDARD ���� NG-SUMMER
+az CO co
i ilnl u�� � CO
NTS OUT x�PERMANENT cRssIN� DEWS APPLY 4,000 IB/ACRE STRAIN MICMOR STRAIN BY TACKWG VAIN AWK&T, ME111N0.
OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET IEA"LT S1RNiIT CAN BE
. 16tD AS A )NULN,41 AN7gfiW10 LOCI.. O o O W
SERIZA i� 10 TlwNrlEwwcE a 0 o rn rn D.
GERIMN EAIA)ApR1� 10
fADb1lE MILLET so rrdtoLay BL mien otter dvmpFilwa4 rafarWEca and Wnukh Yar- Ix
SEED NOTES TWORAR'Y SUMMER GRASSING DETA L
N
I USE COMM WRUDWRASS ONLY ON MAIM SITES WHERE IT CANNOT BE- . 0
SEED= DAMES GERMA N MILLET 40
APIk 1 - .LILT 13 N THE PIEDMONT AND MOUNAIN% A SMALL SMUMM SmQml j= MIRY BE
WISIfRRFD Al A WE OF 30 L$/ACRL - -
SOL AMIlDDI EN15 SEEDW NOTES
APPLY LIE MD FER IL12M ACCDIDW#i TO SOL TFSM OR APPLY 3AW b/Am MOUNTAINS - WY 15-" 15
GROUND ApiDL1UE LAESTOIE AND 000 6/am 10-10-10 FOM 13EL PIEDMONT - MAY 1-AM 15
DUCTAL RAM - APR. 15-AA M 13 - -
SOL
�H PaLinr �f � SOL TEs,S ae APTLY z.o00 LB�AWE tlWaMID -
:E PLMI fi>ti PIPE I�.• APPLY 4,000 6/aen QWI 51181rOR Ep1NtALAIIT COVBA aF AIpFFER SUfABLE TU M. l MEMNE AND 7'50 LB/ACRE f0-10-To PDOLWF.
A MULCH. MAdIOR BY TACKING WITH ASRMLT. MOVING. OR IEITNG OR BY CRIMP"
WTH A MULCH: ANCHORING 700L A DISK WITH BLADES SET WARLy STRUCNf CAN KE
r _ , , usla AS A N"Af1H Arclll>tsNc TOOLMULCH
I I - APPLY 4A00 LB/ACRE STRAM. N1CI-M STIM BY TAOM WITH ASRMLT, NET,N'
OR A MULCH ANGHOI" TOOL_ A OIL WWTN N mn SET WjW SrMvmp T C N BE Q \
to
USED AS A MACH ANpgfiS 70CLGS7TII,NG$� gyp$, WE}7•RT UM TIE FOLLOW S APRL WITH 3O n/Cara NLTIRDGpL MWff AS 0BMM�BU3ATCH�piBF Sfli1CFA ND YAWUIREL M& BE Have) ONLY OMCE YEAR A TEAT AR�EARAIILE 6 I N YARD DN -47 �` AS uFm AS HEEDM MA iiENANCE SEA L
I I IEFERTILAM F WORTH H 6 NOT FULLY AOE1gU 0 RESEED. 11N-
LONG COLLAR
L
FALL -WINTER
iDA1Y RMFiD01qoELWCF
- - - -
PEMMENTGRAZING
GD
17374 ;
TEMPORARY FALL GRASSING
SEFDMrG IINXTURE
,<</,o �` INAL
`'�
'
CONC. l + ASPHALT PAVEMENT
I j
in= WEND of „o at ��[aood
SEEDMIG YXRIRE
(b/N�BFri
ELEV. VANES
m iN m Wwarim 20
jam HATE
X) 120
JMIUARY API
SE MM NOTES
DATE 09 -13-04
BRICK MASON
_ -
AUQUSF - I>eraIIER
SOL AMENDMENTS
MOUNMI NS - ADO, 15-0Er_ 13
COASTAL PUMA and PIEDMONT - AUG. 15-OM 30
DESIGN PGT
`-
•
APPLY U E ND F7RIl12EA ACCORDING 10 SOL 7L M OR APMY SONF4000 b/ara
NAAwAA1 AOaaLTLWNIL LlESlOWE I E UMEW AWE ON SNOT SOWS} AND
LAW
SOL AMENDMENTS
DRAWN JLR
-
�/yy� /y��,,� -
3000 PSI CONC. iy.. •
Napa 10••1D-10 EFRILQES
MULCH
fDULOW SOL TESTS OR APPLY 2.00D LB/ACiE UiOUA M10GILRMOAL
LIMESTONE AHD UAW LB/ACIE 10-10-,o F'ETRAZFR
L..�
APPLY 4,OW 6/apa QVM SIP" OR BOU0 CMF COVER TP ANOTHER SUABLE
'�"�"WI MR2i0k MULCH AM O T TOO A ASPHALT i AMS Er NETUC Of( Bf diRp-
DISK *DI BLABS SQ NEATLY SIRAElB CAN
�C
APPLY STRAW. AMCHDIIIDISK STRAW TACKING WITH ASPHALT, METING.
C 2
U
M
BE KID AS AN1WR NS TDOL
OR A ASACN
MULCH H
ANCHORING IDOL A I16K Wllll BLADES SEE MEALY S7RANGIff dal
A BE
i�Av� N ,�I
USED AS A LIUIGeI AlICN10RBIC 100E
LILAC ANCH
DROPI N LET DETAIL DATE P R I NTEIBM=
ACCORDIN 10 SM MM p0 AVLY w ,en, M,RDQT, N ,AN,NB
N>fi FEUWIARI; 40 6 N gPiOtBLR AD 40 4 N FROWN A 12-4-4
:pok,�` ar,a, Tn> �. Tbp*r ft6/cm
d nbj Tn YaesFL �Ifq�Lpf�a d
S H EET 2 O F 2
r,
4
1B-4-T, di SIMILAR TURF IFERIlMa M FEIaUn AppIm f6 DUINNG
WWW WFAIHEW. AS rM DOEASES SEND LOSSES TO 06"W- mmm FIE==
Jul. 15, ar.�d d!h SO E/ a 9%6r NM od Cando, PyZond
d = X ) �m L � FWw=y or m" �K
m O IMM A" IMEDWELY. MON TO A HEIGHT W 1B,U NpES
sAS
0407

REVISIONS
at I Description I By
,
4'
1 � / \ \ Cs,rt:iticwtion Ragaiz�nta
The following certifications shall appear on all plan-:
{?} Designer's Certification
/ \ "I hereby certify that this plan has been prepared in
accordance with the latest Wilmington Standards and
/ \ Specifications for Stormwater Management and Chapter -0cf
the Code of Ordinances f the City Wilmington."
/ Signature:
Printed Name and Title: illi :G- o, P.E.
Date: - D3�ILo-UO Registration Number: 17374
CONIC. 140N.
TOP BEN }j r ! \ } J =� -r J /' / (2) 0-ner's/Developer's Certification
MARK 47.56
/We hereby certify that any clearing, grading, construction
or development, or all of these, will be done pursuant to
/ 1 l \(T� l���i / this plan and that the applicable Stormwater Managemen'
conditions and requirements of the City of Wilmington, the
State of North 4. oa and tke.,Eederal Government an❑ its
agencies are hereby ade of his plan."
I! /
[[ 9`�S6/' Signature: r -
1 4`k� \ / Painted Name any Title: Chris Stephens member/manages
-1­3
I ,
1174
TOP 31.7
INV 28.8
EXIISTI G STONE AREA ��� / �/sj
I DRAIN TO ADJACENT
_ STORMI POND SW8 990414 \ / / s'•
• \ . / / PLUJJ EXISTING 15' SQ�INTIL POND IS COMPLETE
FUTURE D.I. D OUTFLOW PIPE IS READY TO TIE IN
RIM 35.5
6 INV.32.9 TIE INTO EXISTING 15" S.D.
/ I 4 / ,✓,' f "�� /, ��`�' RIM 35.0
INV. 29.17f
`/��!� _ 11�4`l�,y r •�-Sy EXIST. FIRE HYDRANT
f.,r'' -•li:: -•; '{ ;`\ \ EXIST. WATER, METERS
•.� / ;' r' �'� (TO REMAIN)
SDMH NO. 3 EXIST. ASPHALT
RIM 35.5
INV. 30.27 -�APPROX. LOCATION
00
/ LVO OF DISTURBANCE I I s. ,f. S1'orJC _ � . ,' � `�., ' "
`� AREA - �, \ / EXIST. 8 WATER
SDMH NO. 2
I�tC1P6S� ' \ l; "-► RIM 35.5
�� �LANDSCAFf-tEA / INV. 31.67
¢� , b.oEXIST. 20 UTILITY EASEMENT TO REMAIN
(2 r PROPOSED 5' LANDSCAPE AREA
I / v?--OPOSED, FtOE64Y ,,x /
D.I. NO. 3 � y NOF IAC:<" P-3Z.Q"` r, �-- OUTLET STRUCTURE 3'x3`
39.0 bo !� - 8OTT0 _ Iray. OUT 32.0
IN'J. :3?..5�- �'a PROPOSED DETENTION POND
A. - � �6 VEGETATED TOP OF BANK = 37.0
to . , 32.E „. 3 f GETATEQ SHELF CITY FLOOD POOL 34.4
' / Y W/5 is 10. is 1 S- Y.6.
��� •� f SDN414 NO, .� . 1 �,` / / " FLOOD POOL a 33.55
/ NOTE: CONTRACTOR SHALL COORDINATE WITH --� / -'` 'y' RIM 39.0 / �EX1 5TI/N`')E BNORMAL OTTOM POOL 5 32.0
f ELECTRIC UTILITY 10 RELO':ATE. EXISTING �' g iN1r'. 32 25':.' +, /
UNDERGROUND 5EIRVIGE AND TRANSFORMER \ ;' $ tP $`+r R 1 y / I Y I;,'JuN
TO MATCH PROPOSED IMPNOVEMENTS � ' , � ,; 0 `'��. 1 � / TIE INTO EXISTING 8 wAT�
� /EXIST. F. HYD
0 REMOVE EXISTING 90' BENI, k PROVIDE
CONNECTOR FOR PROPOSE %VATE:R MAIN
& EXISTING WATER MAIN
TIE INTO EXISTING S ATER MAIN EXIST. LANDSCAPED AREA TO REMAIN
PROVIDE CONNECT FOR PROPOSE 171.81 ,
!'�; -'•' WATER MAIN & EXIST1 G WATER MAIN 8 �--- 42' TREATED BAFFLES
REMOVE EXIST. CONC. STRIP %: ' f l : y
' _ �- ._,"
TOP 34.6
.o �PAOPOS EXIST. �- I V. 29.45
EDp TRA.NSFORM£R �:.� I (SEE DETAIL SHEET C2)
/%'� y T (TO REMAIN) ,� B-NCDOT- RIP-�P �1 y ,
I N �PROPOSED $ WATER
-,. -•" ' :.�Jill
X.•-. ��3' +� -- _ �! oar ;a (0� ' � �- _""�� � S A �--- (Z) $" 90' BEND
JJ
EXIST. WATER METER
TO REMAIN)
CONCR E 1R C N T� ., OR RELOCATED)
RETAINI- XIST -IMFLAU
EXIST, 8" WATER LINE
,/ WALL ;- TO BE REMOVED I RE-ROUTED $" WATER LINE
D.I. N0. 2 t C--900 PVC
4:1/cI f I RELOCATED PROPERTY LINE
/r ,� h RIM 36.3
&''• �f ', ` . '� • O �6� "• ��ar- INV. 33.25 `PROPOSED $" WATER
EXIST. ASPHALT - OP 34.17
TOP 36.28 - j
J INV 30.81 1
ry IN . 34,19
i
o f `' 3 , LIMITS OF DISTURBANCE .`
/vo PhOPOSIEDjah
%f �f i i t' I l fil�j FL 12,600 Ji'VLD1 l
b� y g J �R E V a i
jr.o va
f/ W GUY rZ 1 ' ;If
�, s .,t , (1200) 1
�. If
4 h j l
(180)
UMITS OF DISTURBANCE �7S�70
-39 9' 10
03"ly = PROP CD -`'�► 9
21)
- !• � ` -� X, � ST,q�-125
r �, � ~� � f ,� MATCH EXIST. ASPHALT
fP-
`' ' TOP 38,67 - -
[ NV. 36.49
`RIM 38.5 � \ ;'--
�;, ��� I 5;0 _ ,, -- -- APPROX,LOCATION— -- --�
- A,. C.O. (TYP) ` _
�' `� E: I ------�..... XIST. 8- WATER
WATER (TO REMAIN _ �-- -•- �~ r
-•~~ T. 10 ,J � !•--
_ Y1 .E HYDRANT- `-�Sl�" -_ -- --� LOCATION EXIS r
EXIST. SSMH � � � -� EXI '.AI_ �E 7 �� y � r
TOP 43.76 �A i' ti� ;)� EXI ST CUi`JC. DRIVE
'INV 34.96 .�_ �_ xFST- -� �'`27.57 ._ 75 ..7 05� 4k - -, rp-
�� � � �br•, C F � �-- �..� � � 1
11,IVERT-. '.86 �- - -STREET
-J
5" SS SERVICE 0 1.01,
DRY BORE
2" WATER SERVICE. ---/
Rc (6))BACKFLOW DEVICES
a
50' 'GRAVELLED
CONSTRUCTION
ENTRANCE
PP EXIST. SSMH
--- TOP 3E.63
INV 30.35
EXIST. SSMH/
TOP 39.6$ NOTE: EXISTING CONCRETE APRON SHALL 13E REPLACED
INV 33.78 STf11r1 PLANIF CRACKED OR DAMAGED DURING CONSTRUCTION
SCALE: 1 „_30'
SHIPYARD \ BLVD.
G
N <zy
Ln
pFz
d STTE �01
VICINITY MAP
NTS
APPROVED v TO
RAhvu a
��
DwDoIl
s>u,I "Sw P"a ft r tg
ECEIVEn
U
JUN 2 9.20M
LEGEND
- - -
EXISTING CONTOUR
PROPOSED SPOT ELEVATION
DROP INLET w/INLET PROTECTION
�-- -0-
STORMWATER RUNOFF DIRECTION
. •' _
CONCRETE AREA
(175)
LANDSCAPING w/AREA
FUTURE STONE AREA
LIMITS OF DISTURBANCE
SITE DATA
TOTAL AREA
2.54 ACRES
20NING
HM
BUILDING AREA
12.600 SF
WAREHOUSE AREA
8100 SF
OFFICE AREA
4500 SF
PARKING SOACES REQUIRED 19
PARKING SPACES PROVIDED 19
ASPHALT AREA
29,420 SF
CONCRETE AREA
1436 SF
FUTURE STONE AREA
10,899 SF
LANDSCAPING AREA REQUIRED: 2354 SF
LANDSCAPING AREA PRO'ADED: 2705 SF
NOTE: NO WETLANDS EXIST ON SITE
. : ALL ROOF DRAINAGE TO BE ROUTED TO POND
NOTE: CONTRACTOR SHALL NOTIFY CITY OF WILMINGTON PERSONNEL
PRIOR TO BEGINNING WORK ON EXISTING WATER MAIN
NOTE: THE PROPOSED CAN -SITE DETENTION FOND IS DESIGNED TO
MEET STATE AND CITT OF' WILMINGTON REQUIREMENTS
B= CONTRACTOR, TO COMPLY WITH
CITY OF urILMINGTONI CROSS CONNECTION REQUIREMENTS.
FOR INFORMATION: [phone]
-r
JUN 2 9 M9
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_ SEAL _
7374
11111t ,
DATE 06-28-00
DESIGN PGT
DRAWN X
SHEET 1 OF 2
98123
-

BRASS AUPPL£
TAPS AAW DV P. V4 .44 CLASS
i
3/4' X 3' MPIGIU
54 AMID 51 ACME 1A19V WIPE
1.
� PLLC SANLL BE L� LCIA�i A TAPPIAG
`J
SADIILE CLa"NAG TV PART 4
SECTMV II-1 AA0 PART 6,
rECTZW n7-r
1
j
MASS MPPLE
+F. 12'
.
E
�
1
NIPPLE SERVICE LIRE TYPE' K
SPLIP 3/4' CGR
STEP
6' SD17 CDWR
(TrPICAC)
lAf 7ALLED IN A
`e
CURB STD°
SIZR I VAT£,? Ai+1TN
MLLEART BRASS T£Et 47YPJMA
SIZE 'F'
C1d9PATIIAV CLz'
ASS AUAPLE
LE.40
C7•YPICA 1
.{.X6c1l,
$P0 /d' CGRB
3 P
BRASS TEE t?W4LABL£I
314' X 'r X 'P' CTYPICAL)
/IET£I D MFVIM
STAE' 'F" aV
11-16
'P'
3-30
�
r
I
3/4'
SEE DETATL FAP SrAAfAARD
YAT£R SERVICE IAC4TA44TIlAV .
STANBA RB GANG METER ASSEMBL Y
1
j�
1 O• •CST. G•T!1\I!
C/
REVISIONS : .
HAND RAIL -SEE ARCH. SITE WORK NOTES 0.
ate Description 8y -
2e MIN. N!• LANDSCAPING IS REQUIRED FOR PARKING LOTS FOR THE PURPOSES OF 1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
REDUCING AESTHETIC IMPACTS OF PAVING OR REMOVING THE NATURE CONOTIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
VEGETATION FROM LARGE AREAS; TO REDUCE THE NOISE, HEAT AND 2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
DUST ASSOCIATED WITH PARKING LOTS; AND OTHER PURPOSES AS OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
ALLIE5 CONT. IN
D BOND BEAD 1 `- I -I I- I �� LISTED IN SECTION 67-1. 3. GRUBBfNG AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
`.�..}\ VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
.., - (1) APPLICABILITY - LANDSCAPING SHALL BE REQUIRED FOR MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
GALV. HORN, JT. ALL OFF-STREET PARKING FACILITIES WITH FIVE OR MORE: SPACES 4. MUCKING- CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL -
�LL
EINF. 11 N1 O.C.T.REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
OR THOSE AREAS 2500 SQUARE FEET OF MORE DEVOTED FOR
VEHICULAR USE. A LANDSCAPING PLAN SHALL BE SUBMITTED IN 5• DISPOSAL. CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
CORES SOUR w/GROUT ACCORDANCE WITH SECTION 67-sREMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
� . REINFORCING 6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
2` PVC DRAINS O 4'-0' 14 0 24" D.C. (2) DESIGN CRITERIA: LANDSCAPING SHALL 6E REQUIRED 7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
CLLO'FIR S ILTER -ED �FABRIC
NAILED 2 �. FOR PARKING L07 PERIMETERS MID FOR PARKING LOT .INTERIORS. EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
(A) PARKING LOT PERIMETERS - A LANDSCAPED STRIP FILL +QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
EIGHT (8) FELT IN WIDTH SHALL BE REQUIRED ALONG 8• THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
4 o T2' O.C. ANY SIDE OF A PARKING LOT DR RESIDENTIALLY 20NED PROPERLY PERMITTED FACILITY AS REQUIRED.
9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
- 1 .2' CM PROPERTY. THIS LANDSCAPING SHALL CONSIST OF , AT A EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
MINIMUM, ONE EVERGREEN OR DECIDUOUS TREE EVERY IN OR ALONG ROADWAYS OR RIGHT--OF-WAYS, PUBLIC AREAS OR IN PRIVATE
EIGHTEEN '18 TO TWENTY-SEVEN 27 FEET. IF A S
i { ) T APPROPRIATE PERSONNEL OF
EASEMENTS THE CONTRACTOR SHALL NOTIFY ALL
b
r BUFFER STRIP IS REQUIRED IN ACCORDANCE WITH THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
SECTION 657-4, THAN THE TEN FOOT WIDTH MAY BE
10. THE CONTRACTOR SHALL 8E RESPONSIBLE TO COORDINATE DISCONNECTION/ �.
3' CLR -f4 0 24' O.C. INCLUDED AS PART OF THE BUFFER. STRIP. (4/2/90) RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
�• -� APPROPRIATE PERSONNEL.
(B) PARKING LOT INTERIORS - INTERIOR LANCSCAPING 11. EXISTING SURVEYING PERFORMED BY STOCKS SURVEYING PC. AND SUPPLIED BY THE OWNER.
IS DEFINED AS THE LANDSCAPING REQUIRED WITHIN THE 12, THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
TYPICAL REMNING WALL SEE TIC]N PARKING LOT PERIMETERS. INTERIOR LANDSCAPING THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
NTS SHALL_ BE PROVIDED EQUAL TO 8% OF THE TOTAL AREA TO PRIOR TO INSTALLATION.
BE USED FOR PARKING, LOADING -AREA, OR FOR OTHER 13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
VEHICULAR USE OF PEDESTRIAN USE. INTERIOR HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
LANDSCAPING SHALL BE IN THE FORM OF PLANTING 14, ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 35" COVER
~` ISLANDS, EITHER SEPARATE OR PROTRUDING FROM THE: AT FINAL [TRADE,
CUT OR PERIbIEfER LANDSCAPING. EACH ISLAND SHALL HAVE NO 15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
> b JOINT TOOLEDHORIZ0NTAL DIMENSION OF LESS THAN TWELVE (12) METERS, TAPS, MATERIALS, / WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIE:ILITY FEET. (4/'2/90) EACH ISLAND SHALL HAVE NO LESS OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
THAN ONE PLANTED OR EXISTING TREE PER ISLAND. WITH 16. ALL PAVEMENT, EASE AND SUBGRADE SHALL COMFORM TO NCDOT STANDARDS INCLUDING t1%
I�l f WORKMANSHIP, MATERLALS AND EQUIPMENT, APPROPRIATE BARRICADES, SIGNS, LIGHTS
APPROPRIATE GROUNDCOVER. NO PARKING SPACE SHALL J
OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT �`!1
b BE LOCATED MORE THAN ONE HUNDRED AND TWENTY FEET TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
FROM A PLANTING ISLAND. ALL. PARKING SPACES SHALL r � -
17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
BE BLOCKED OR CURBED TO PREVENT VEHICLES EITHER ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
FROM OVERHANGING PLANTING ISLANDS OR LANDSCAPED SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES, t__4
YARDS BY AN AVEP.AGE OF MORE THAN ONE FOOT OR 18. CONCRETE STORM DRAINAGE PIPE SHALL E'E CLASS III WITH RUBBER GASKETED JOINTS
JOINT (reP•) - DAMAGING ADJACENT FENCES 0R SCEENS. (3/9,/68) AND INSTALLED 1I4 ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
MAINTENANCE CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
-- BROOM FlNSH PERPENDICULAR NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
TO PEDESTRIAN FLOW DIRECTION (1) ALL EXISTING VEGETATION THAT IS USED TO MEET NIGHT REFLECTING.
LANDSCAPING REQUIREMENTS, ALL REQUIRED PLANTED LMNG 20. DUCTILE IRON SHALL BE CLASS 50. T ,
PLAN MATERIAL, AND ALL REQUIRED BERMS SHALL BE MAINTAINED BY THE 21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIIMUMN COMPRESSIVE V
OWNER OF THE PROPERTY ON A CONTINUING BASIS FOR THE LIFE OF STRENGTH OF 3000 PSI 0 28 DAYS - AIR ENTRAINED.
4' rADPEWAX 4• THE DEVELOPMENT. (3/9/88) 22. FIELD TESTING SHALL BE .DONE BY AIJ INDEPENDENT TESTING LABORATORY PAID FOR
CONCRETE _ art aHz ,TABLED ~ BY THE OWNER, FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE W
- �,ITTS -� � _3'R (2) ARTIFICIAL FENCING SHALL BE MAINTAINED, CLE4NI;D PAID FOR BY THE COIJTRAC:TOR. W
Ie .r f ''1 E
Commomm J1'R �■ee11r 1/2' D"mm j"T �--� AND REPAIRED BY THE OWNER OF THE PROPERTY ON A CONTINUING F-T�
A~ r rBASIS FOR THE LIFE OF THE DEVELOPMENT. SUCH FENCING SHALL CONSTRUCTION SEQUENCE
1.
b BE KEPT FREE OF LITTER AND ADVERTISING. 1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
PLAN IT I II I, il- VERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
ec R PRE 4• RISER RCNc 1Y-0r "' rawic L►7 2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED Q
exe--10/10 W.W.Y. ACTED w� .. A e ■ A ■ a O -
ca'"iEIF�t I,A INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION. z
p DsSsY�12' Oc ° ''" "" 4' e- I _ 3, INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING F� !ram
•\$ T N PARKING D �AI L SECTION BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC. I■"'�
's CONCRETE SIDE WALK CON1TROL. J01NT INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING
TUTS Mai TrL s Ai � SHOULD HAVEOA l iO�SLOPE 1 CONSTRUCTION. Q w
F DIMENSION IS LESS THAN 48'
FLARES SHOULD HAVE A 1:1'2 SLOPE 1 c . ASPHALTIC PREFOIWE� r3� A e D 4. ALL EROSION CONTROL MEASURES TO 8E INSPECTED AFTER EACH RAIN. N"J
SILT FENCE, SILT TRAPS, AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL. r`•-
MM1,H 0'..: -� PANT510N dONNT � O
PLAN SIrCTiON PLAN SECTION 5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN124
LATE WINTER & EARLY SPRING SMI A.,, -1 _ DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER [�
TEMPORARY GRASSING DETAIL M.N. ,rL BLOCKINI^ FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION. ` -
6j
K ' ' 'el "� 6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS Tr1
SEEDING MIXTURE 5 3/4 axe-10/10 w.W.M. - pa E` A ■ c A . o DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM V =
uRs N E s' - - - - - # SLtBGRALI e" 11- - ENTERING STORM DRAIN PIPING.
R" TE /acETe� LAR Pe -----• - -
Rye (grain) a 120, 8 FORM FLOW CHAN Ain n I� n '�wwN - 7. A 4' LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED. F� � p__4
Annual lespedezo (Kobe in STANDARD COMMERCIAL WHEEL CHAIR �p - -� - 8. ALL DISTURBED AREAS SHALL BE_ SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS
Piedmont and Coastal Plain, AJRIVL I/A� y SIDON AS POSSIBLE BUT NO LATER THAN 30 DAYS AFTER DISTURBANCE.
Korean in Mountains) 50 ALL SLOPED AREAS TO BE SEEDED NO LATER THAN 15 DAYS.
_t Omitbeyonannu e."pedeza when duration of temporary cover is not to extend - # m 4' 6` RETURNS 1 I P�IrA� �I EWALK AND - p AL c 9. MAINTAIN ALL EROSION CONTROL MEASURES UNITL PROJECT IS COMPLETE. a
WHEEL CHAIR RAMP DETAIL L 10. MORE STRINGENT MFa4SURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
"�. PLAN PROVE TO 8E LESS EFFECTIVE.
SEEDING DATES:' 3'-3" MIN. 3'-1 3 'MIN. 6'
NH RINGS PLAN SECTION PLAN SECTION 11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
Mountains -Above 251}0 ft: Feb. 15-May 15 TOP OF BANK EMBANKMENT
AI_L PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
Below 2500 fR: Feb. 1-Mpg 1
Piedmont - Jan. I -May 1 nA�
Coastal Plain -Dec. 1-Apr. t5 SECT�4N EL. 37.0 � 4 oPp ��isl.�� �0• _ELL_ BLCICKING �,1 � 14 Eu- MAINTENANCE REQUIREMENTS ,
CITY FLOOD POOL EL. 34._ Q
SOIL AMENDMENTS STORM DRAIN MANHOLE DETAIL STATE FLOOD POOL EL. 33.55 ��G '� a a c 1. CONSTRUCTION ENTRANCE MUST BE MAINTAINED TO PREVENT MUD OR SEDIMENT FROM LEAVING U
_ SITE PERIODIC TOP DRESSING WITH TWO INCH STONE MAY BE REQUIRED
Fdllow recommendatioml of soil tests or apply 2.000 Ib/accre ground ogricul- NORMAL POOL t° NORMAL POOL LPL. 32.0
lural limestone and 750 Ib/om 10-10-10 #ertilizer.
MULCH SPRING -SUMMER 1 .6
APPLY 4.000 LB ACRE $CRAW. ANCHOR STRAW BY TACKING WITH ASPHALT. NETTING. PERMANENT GRASSING DETAIL FOREBAY 3
OR A MULCH ANCHORING TOOL A DISK wrH BLADES SET NEARLY STRAIGHT CAN SE SEEDING MIXTURE 1 MAIN POOL
j USED AS A MULCH ANCHORING TTaOI." BOTTOM EL. 29.0
SPMES RATE Ab .3
SH EALEAss 3MAINTENANCE ERSPEo t 3 BOTTOM
COMMON BERMUDAGRASS 10 EL. 25.
Refertiiiza if growth is hot fully adequate. Reseed, refertilize and mulch im- GERMAN MILLET 10
mediatey following eroMian or other damage. TALL FESCUE 50
TEMPORARY 'SUMMER GRASSING DETAIL SEEDING NOTES DUENTIO POND-- & EOREBAY SECTION
SEEDING MIXTURE 1. WHERE A NEAT APPEARANCE IS DESIRED. OMIT SERICEA. NTS
2. USE COMMON BERUDAGRASS ONLY C4 ISOLATED SITES WHERE IT CANNOT BE-
rmAr A PEST BERMUD rcRASS MAY BE REPLACED WITH 5 Ib/ c CENTIFEDEGRASS
rAaao OR stF� srAKE
FABRIC � r +
T3
NOTES; .
1, E7 SWwALX TWKNESS SHALL BE 4' UNLESS NOTED OTNwSE.
2- CONTRACTION JOINTS (C.r.) SPACE SAME AS SIDEWALK WIDTH.
3. THICKEN SIDEWALK TO e" AT CHTNEWAYS.
4. THmNN SIDEWALK TO b" IN LAST 3• WHERE IT mum PAAmETJT
WITH N3 CURB.
S. 1/2' EXPANSION JOINT (E.J.) REOUIRED AT 50' WLX. AT SIDEWALK
JUWrKSNS, AT STRUCTURES, AND AS 14UMD ON SITE PLAN.
B. PRtMDE A LAYER OF 15f BLOC_ FELT BETWEEN WALK AND ADJACENT
PAFYIWNG CURB OR STRUCTURE.
7. REINFORCE x/exe-10/10 w.w.M.
sEDNUENr-j IN �•-DROP ,C CURB - sO' MA%sPAcl►rG�
w BRA
eLMD FAsm sKpr
AS DIRECTED Br EiNO ''
97MA
D FIOAINK
pp RATWRIED FABRIC SXIRE� EPLMI BLDG.-STRUCTURE
�1/8"R TOQ1 EDT/4"x1' DEEP w/AN
JOINT T/e'R 113OLED .DINT-
Nolte � ti r
1. AS SYNTHETIC FA81UC, LIME A PERMS SHEXI OF NYLON. a TO PHIOVCE NEEDED STASKM TO THE NSTALLAT10u� NTLMIE Watt
YESFM OR VHYLEW 17 F -EKTM WROOM - 2t4-INCH MOOD Sl AROUND THE CREST OF• THE OVERFIJTM
e0 LB INCH AVN.t-TFYIT OONfAM15 tILTRaVIOLEF Ib{Y AIWA AT A WAMM OF 1.5 FT ADM THE DROP RLET CRLV.
AND SY MX SHOULD BE 9LPACIENILY 1/2' EYPANSKIN
PMUS Ta PROV OE ADEQUATE DRAK9M OF THE TEMPORAW L B kCE THE IItEm m LEAST FTHE FAFR9KNM N A TRMM AND
MED STONE JOINT P4ATI:RIAL
SEDU Ar POOL BURLAP F L USED FOR 0HORr-TEHNI OR 12 NICHES OF' COMPACTED SOIL, EXPAMSION JOINT (EA-) NTRWM)N JOIN C.J.
APPL1CJalOF1S. a MUST M REPLACED EVETiY ILO NMp'!.
2. CLIf FASPIC MW A CIR MWIS RML TO E,e1RMIE JOI M 7. MME N FJ1l W '.4ZLMY TO THE STAR AND r16 hM JOW M M W M �.��/�{Jl I
a FOR 1fAk1ES, USE 2N4-REf;}H WOOD(PllfiiilllED�R EgUFN1LENP 1t FROM AM FABM VUSr eE VAIL BUM TFE GROUND bll T ■ ALK �J 0 I.NT C.�A!
MRTAL wEl'H A INMNIYLNM IiFNGTH pF J fT. I
4 SPACE STAM &MY ARO" THE PEiEWM OF THE INLET ELM" DOMMMOK FROM THE DROP KET TO NEED RUNOFF FROM NITS
A MAKIpL1M OF 3 FT APART, AND SEOUPELr ORNE THEN WM UrPASS►10 THE INXL Ir NAY BE NECESSNY TO 9LNLD A MM O MY _
THE CROLN'D. AP
PRf37aLWW 16 e10INLS pEiP. 0" ON THE DOWNSLOPE SOE OF THE SUMT1.111 .
TEMPORARY FABRIC DROP INLL7 EROSION �gNTRQ
NTS
NOTE
1. CONTRACTOR MAY USE $RICK WfTH MAX. CORBEL 1' PER COURSE W"4EW 4KUMW SUWLX
2. CONTRACTOR MAY USE ECCENTRIC M.H. UNIT Sem4s IMXLED A!
Cr
IWX MSr TO PN FEM GINM
�N a 9DEM" _ 1' CONIC SOmx
r
0
_I -A nRs Wrum FtNA
OwAun u No LASH ID woum ammo
fr-'
�J Sp• _ 2. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE. CHECKED FOR STABILITY AND #
IflA/ - OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE LESS THAN � •-_
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL �
` PRACTICES AS DESIGNED,
P� 3. SEDIMENT BASINS WILL BE CLEANED WHEN THE LEVEL OF SEDIMENT REACHES 2.0 FEET CCC)
6 MI H c BELOW THE TOP OF THE RISER. #57 GRAVEL WILL BE CLEANED OR REPLACED WHEN THE
SEDIMENT POOL NO LONGER DRAINS PROPERLY.
�' 2" AGGREGATE �\� �� SECTION 4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT Z
COARSE E PLAN SEC 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT 'FENCE WILL BE REPAIRED AS NECESSARY
Q d � TO MAINTAIN A BARRIER. � "--N
5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING 0
N,� BLOCKING- DETAIL TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
TEMPORARY GRAVELLED DENSE VEGETATIVE COVER. co
CONSTRUCTION ENTRANCE NOTE CONTRACTOR TO COMPLY WITH z � 0 co
4 re CITY OF WILMINGTON CROSS CONNECTION REQUIREMENTS. III t�
, � E RATE Ib/a nl RESERVE TO REAPPID PARKSNG s,cN � ---- I FOR INFORMATION- [phone] " �..� v) s I 14
V-e x V-a• x .Ana sm. AWL NTS -E••]
GERMAN MILLET 40 I i N�oaNnF�xwKuisna� i �-� � � lid 4?
SEEDING DATES PARKING VXT TO TED. POST INN/ 3/8' CANDNRI�` -� -- 2 TYPE I-2 (NCDOT) co co
RATED WIS. DOLTS 4
IN THE PIEDMONT AND ,MdJNTA1NS, A SMALL -STEMMED SLINDANGRASS INLAY BE APRIL 1 - .JULY 15 - f � ,. �"� 2
SUBSTITUTED AT A RATE of 50 LaIA.cRE1-01
r x , -w x .no m AL•JM. sIGN - 2"x6" TREATED LAP TIP ELEV' 34,6-- 8 ABC STONE (NCDOT) ; r , � co a
ro,�Au 7wa+�ur PO vm. q,ao, T ?7 (0 F+♦ � � � �
a; 2O-S "I r�aT TO ILv. Posr E 2) TREATED 2"x6
SEEDING NOTES SOIL AMENDMENTS I ,2' WIH 3/C rskaLw RATTD
_ N.ns. a WASHERS.•- � +� � I I Cs,
MOUNLUNS - MAY 15-AUG. 15 APPLY UME AND FERTILIZER ACCORDING TO SGL TESTS, OR APPLY4'
3,000 lb/acre Q�iMS PRETM THE*TED xM• PMT O
uDxNo AXD eoPonl - a+[vN O f"'1 � •4-) L►1
e1 �
PIEDMONT - MAY 1-AUG. 15 GROUND AGRICULTURE LIMESTONE AND 500 lb/acre 10-14-10 FE72TIL1ZEI?. x ar ercRanawo FlIASNED GRADE-� r 8 _> �.i.�
4IIJ rn rn
�?'`(�, _ ( U r„I
'.,..I (y
COASTAL Ptu1 -APR. 15-AM15-AM15-1-1 /2'R(TYP)
1 � M „ �- T _ `' � � �.I
x6 TREATED T&G 'SLATS--F+•1
SOIL AMENDMENTS MAXIMUM 1= 111=J 11=
MULCH -I _ _ III==f lI I=1 H
__ ` PENALTY I =�11 '1 I I 03 ._. I D
FOLLOW RE00MMENDATTONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND ACRICLIL- OF 1T _�� F-� �j �, NOTE; PAVEMENT SECTION IV+EAY VARY e-I � � cl 0
TURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTIUZER. APPLY 4,000 16 ac GRAIN STRAwORP� R0v1hiG COVER NETTNGO0 BY CRIMPING $250 3/s'�) ]fE-III- II --II- (2 TREATED 2 xC'-.y k
ol� -� � DEPEN LNG UPON FI LD CC}NDITlONS � N�
MULCH j
- -
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW 6Y TAICIONG M7TH ASPHALT, NETTING,
OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHOR TOOL
MAINTENANCE
REFERTTUZE NF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFMMIZE AND MULCH IM-
MEDIATELY FOLLOWING EROSION OR OTHER DAMAGE
MULCH. ANCH 01 Y,ING NATH AS 0 I
WITH A MULCH ANCHORING TDOL A DISK WITH BLADES SEr NEARLY STRAIGHT CAN BE
USED AS A MUCH ANCHORM TOOL.
MAINTENANCE
REFERTILIZE THE FOL.LOWWG APRIL WITH 50 lb/acre NITROGEN. REPEAT AS GROWTHREQ
DESIUIRES. MAY BE MOWED RED, OMrr SEWCEA ANANNDONLY ONCE A YEAR, MOW AS OF1EN AS NEEEDEDA NEAT APPrARANCE 6
I 42' I I-� i I 1I I
NEOEM7 Aw SM" - 0MM -
eAM.GROLM - MITE BOTTOM 25.5
TYPICAL, HAN DICAPP[D-- -5 I G N D AI
0
m
FALL -WINTER
PERMANENT GRASSING DETAILWC
TW3,
TEMPORARY FALL GRASSING DETAIL
SEEDING MIXTURE
�'3 f.Y 6 am Oft WOOD Poo
s 1
SEEDING MIXTURE
�PFN BA L��1
d YEN. fILTER FABRIC
',
I
,SPECIES i RATE,1b/�4�i
TALL FESCUE ($LEND OF TWO OR
THREE IMPRWED YARIE7IES) 300
muN ; .
MEDIA12 Wm
TE /1tMEDwTE wIR
" 1?
Rye (grain) 1 120
RYE (GRAIN) �5
cc �p i� ���
34 015.+ 0 2 NO 2 '1 E UAL�S��MiODEL CH-BN-2.001
SEEDING DATES
AP R&tD QUAL- ASPHALT PAVEMENT
SEEDING NOTES
JAIWIARY - APRIL
-ANCHOR F;L MC SPORT
GRO AS DIRECTED N37 I]IGNE]:R
MOUNTAINS -AUG. 16-DEC. 15
AUGUST - DECEMBER
ELEV. VARIES
COASTAL PLAN and PIEDMONT - AUG. 15-DEC 30
SOIL AMENDMENTS
�
SOIL
SOIL AMENDMENT
APPLY LIME AND FERfIl1ZER ACCORDING TO SOIL TESTS, OR APPLY 3.000-5,000 !b/orre
PRECAST CONC.-
_ WTM
FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
GROUND AGRICULTURAL LIMESTONE CUSE THE LCWER RATE ON SANDY SOUS) AND
lb/acre 10-10-10 FERTILIZER.
_. - I 1. MCL FABRIC; M4 lL BE A YANL QF 32' INWIDTH .AND
FLOW SHALL HAW A MIN. CF = LME *�� WITH L2 SAY
UMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
47 SFIACM
MULCH
2 FARIC SHAH Be FOR E3N CONTROL. AND MIN. OF
3e IN IMIOTH, FABRIC SHALL BE FASTENED
MULCH
I
APPLY 4,OD0 Ib/ocre GRAIN STRAW OR EOUIV& T COVER OF ANOTHER "aUITAM
AMOLIAT&Y M TW MARE FABRIC AS DIMCTFD BY THE
3000 PS! CONC. --- a
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW OY TACKING wrm ASPHALT. NETTING.
MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT, ROVING. OR NETTING OR BY CRIMP-
ING M A MULCH AJNCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN
. ` 3. STEEL POST 99 L K W-W IN FEKIHT AND SE OF THE
SELF- FASTU" STEEL ANGLE TYPE.
OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED M A MULCH ANCHORING TOOL
BE USED AS A MULCH ANCHORING TOOL
ggEEee �,�A�� RR pp 4. 1FDO0 P08T SHKI BE A MIN. OF e' N "WHIT AND V
SfZfS wL10DEN��Ds�1 � hVw
TiOo
,ORTEWTATIONOg wnTmi Not LESS ��wi� AWpLE
• 1 1/2' WHO
MAINTENANCE
MAINTENANCE
SECTION
TV I
T ;
Repair and refertilize dc"ed areas lmmedict*. Topdress MIH1 50 lb/acre
FERTILIZE ACCORDING To 501E TESTS DR APPLY ,o Eb/ptre HNTRDGEN IN JANVARY
'1 �QR��SII_T FE',�
! U R B INLET D ETAI L
CURB
of nitrogen in March. If It Ne r,eceseary to extend temporary cover be and
June 15, ovemsed with 50 lb/acre Kobe (Piedmont and Coastal Pfain�
OR FEBRUARY, 40 lb H4 SEPTEMBER AND 40 lb IN N04EMBER, FROM A 12-4-$,
16--4-5, OR SIMILAR TURF FERTILIZER. AVOID FERTILIZER APPLICATK)NS DURING
V
or Korean (Mountains) lespedeza in late February or early March.
WARM WEATHER, AS THIS INCREASES STAND LOSSES TO DISEASE. RESEED, FEUkJZE,
NTS
1
AND MULCH DAMAGED AREAS IMMEDIATELY. MOW TO A HEIGHT OF 2.5-3.b INCHES
AS NEEDED,
CONTRACTOR SHALL COORDINATE GE
W/ OWNER & GEOTECHNICAL _
ENGINEER TO DETERMINE -
�' ACTUAL PAVEMENT SECTION. '
PAVEMENT SECTIO
�. NTS -
6"x6" TREATED POSTS � - SEEE PLAN FOR PIPE
8"x18"x36" CONCRETE A t STEEL PI A = Op11 TATICN-�
FOOTING (TYP) 6 0 C -15" RCF ^I JUN 2 9 2UOU Li ^i
2"x6" CAP e: _ �� I - I7~S5!lop
'•
DI
IgJ I �NHo�Hi E opE�w4e� o . SEAL r
9tSINS CH-�N_ Zi
I 2"x6" pr I I FFOR YARD NLETS ; 17374 • ��
CONC. COLLAR
- GALV. $AR i3RAVNG -- I' x 1/f8' BEARING BARS. FASTEN WrrH - L _. ._ J `•. `i -
TYPE J CUPS. ATTACH TO 1-1/4- x 1-1/4" xl//4" T',ALVAN........
,ZED 'p •I
ANGLE FRAME. MORTOR FRAME TO TOP Of OUILET STRUCTJFE. ATTACH GALVANIZED WIRE
TER
1"x6" 1 rORIFTCEOTH O'�8 MESER H0©OAINEFE) BAN � '//�/,ARE1t1" ���1�\``
II TOP of 8^ANKH
F OM POO 344 CONC. COLLAR s -ASPHALT PAVEMENIT
I i .Z„W _. CLEV. VARIE
L { 15" RCF Oal) P001 33.55 DATE 06--28-00
DESIGN PGT
I
-.QL-32. Eistlf:K MPSONFY- �r
RMAI_ P DRAWN J K
g
Flaw �
TEMPORARY T �.
SECTION GRAVEL 3000 PSI CONIC.
FILTER ' ` �� • . f
Q - A BOTTOM 25.5 I-- i NO : f HA MJD
c 2
c T(yN LEAVE MIN OfEN11 E z SHOWN
BAFFEL DETAIL DETENTION POND OUTLET STRUCTURE
NTS NTS DROP INLET DET� SHEET 2 OF 2['98123