SW8050814_APPROVED PLANS_20070815

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8
DOC TYPE ❑ CURRENT PERMIT
)<PPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE 20o-1 OS IS
YYYYMMDD

.z-' REVISIONS
\ \ nD Q7, Date Description By
\\ SITE CHANGES
9-19-05 DE7ENRON POND JRW
MATCH EXISTING
\ \ \ DITCH ±45.5 �\� �. 0-26-DS REVISED PARKING ,RW
\ \ -07-07 ADDED BAFFEL JWH
\\ \ \ \\ h11-07 MOVED FENCE, PRKNG JRW
\ \ 50' FRONT SETBACK ADDED sEPnc
NEW 3:1 SWALE \ 6.82 �J 5-31-07 TABLE
SRE DATA jWH
\\ \ \ SOUTHEASTERN FREIGHT LINE
NCDOT DI RIGHT OF WAY BAFFEL WALL D.B. 1353 PG. 0085
i'\ ✓ MONUMENT U 74
\ \ RIM 45.3
` INV 42.4
\ + x� x � ;-� �S\•` W/ tOs IN
V.
4S' X 018" ED.
NO WETLANDS EXIST ON THIS SITE CINITY MAP
x
\ X`
X
\ 18"F.E.S. IN 43.5 \ \ �TCp 7' LIA, � x N S
\ OUTLET STRUCTURE
r
\ \ SEE DETAIL 8" < 0. K x�Fx IL1
\
° 1 CA 0
\ �y
T i 47. » OAK
0 X S
\\ \ +\ 45.0 - 0" OA z72 SIC')K 615QO" E E-I
H
20' E ERGE CY ILLWAY 7 5" MAGNOLI
\ 1 50.0 (285 SF) f--i
\ \ \ \ 20 O 8.0 4 0 �-
\ _ r SDMH NO. 1 T :.
\\ Z ', 6 0 K RIM 52.0 t 195 SF 30 x X z � I---I
\ O INV 46.0 ) \ O
16" AK / JAMES PARMENTER I--I
.p 8 CA ��$K WRGINIA PARMENTER O
\ 4 - DB 2964 PG 0985
N x / 3 0 K 18 0 Q
\ � ` \ " ."�� O ��5" 44 4,GNOLIA X
�0y �J
1\ N ASPHALT DI o.2 ® ­6 E.I.P.
9' OAK 2 �, ARKING RIM 52.0
\ EXISTING GR EL �� \ S. G f' V 47.0 16" OAK TW N \ ,- E"
�37.73' DRIVEWAY TO E AS c l� \ 35' c �. I� ��28 K? Ky �� + 9 `' 4" OAK r, Z 1-y
\ PAVED FROM RO �y� \ �824 SF) 0 0 SF)` 0� OAK�x 6" O K 21" OAK w
\ TO PROPERTY LIN 'os o `` .. �% ` s : j �� \ ��2 \ 22" OAK �, _x i x y
\��.JII w y�
/ / . �4 Z
\ 6 ABC STONE & v � \ 1, \* , // o I 1.4' WIN OAK /� j a 18 0 K (,1 d
2' ASPHALT 1 \\ \A Z 6 a �� 4 r,
` TEMP RARY �+ --� 4' MIN PROPOSED GATE / r l
\ CONSTRU TION 22 DIMN50.0 %l DUNCAN MARINE o �`+
ENTRA CE I
`\ o INV 47.0 / 96' DB 4701 PG 409 / 74" OAK QZ1
ATCH GRADE ±49.5 \\ � 24 O SF n 531.224 ACRES FL I C)
FIRST\6' TO SLOPE ® 2.0% `�2 5 �� GRAVEL / lyl
/ S1O
�v ' 0.0' s (22� SF) RAGE
ASSUMED HMARK \ , 5'
50.00 s
\ C ERLINE RO LIGHT _ _ 40' s, ST 4 / N14" OAK Q w hwh
\ POLE / _ ` ` ` _ 0' PROPOSED 12' X 40' / E-I ✓
E o
f�35 � � � :� �`� S REPAIR AREA y
45' SIDEWALK 5 � � n �' � Z
, 25 Tov BE REMQ�VED. / a PROPOSED
P
24' bpi. =Y " / RO p�o0 OFFICE A / NOTE EDGE OF GRAVEL
30.22' \ / FF 5440 AREA l BE DIREC ROOF l :�
57 _ _ _ 25 corM STORMK, TED TO DRAINS N W O
\ ! ` /TO BE REMOVED PROPO ATER SYST ER,b1/TTE�ILL JOHN C. LUKMAN [�
i•n:-:L,1 t ,: :: i'Iulllh t! frry,p I' It \ %1 \ \ , _. . / / ® SE EMS s
D �y r,,1 DB 1411 PG 1682 I--I � ^^ wy
40' AREHOUSE F� F�1
'„ 6 1 \ ,, s
100'FF X 10p' AREA I
54-25 40'
\45' \
ONE STORY /
CINDERBLOCK BLDG. N >>
O
TO BE REMOVED OQ % _.. ��h 60, 2, OJ
2 -
h \ \ 7g QQ, C\2
20
z (�
-FENCE TO BE REMOVED /
Cd
\\ .� C,o \\ _ - E.I.P. W •+� U
O .�
\ v X \ PROPOSED FENCE ~1 N t". O co
IL a r CO
v
O 1 a
m'' a Z `Z c'O co u
I\ cfl
\ yo-A CD_ \\ t 3 c) 0\ I I� {~ I
SITE DATA \ oz \N= CALVIN L. N I p O PG 287 O w
DB 2837 PG 87 a
PARCEL ID # R04100-002-01 1-000 36,681 SF l
ZONING PERMIT # 05-24062
SITE ADDRESS 2728 N 23rd ST \ I APPROVED o o
ZONING Al +~
BUILDING USE WAREHOUSE/OFFICE \\ `\'' / NORTH CAROLINA ENVIRONMENTAL 0 CC
TOTAL AREA (GROSS) 1.22 ACRES (53,317 SF) \ SITE PLAN MANAGEMENT COMMISSION RECEIVED E'' "' Q.
TOTAL DISTURBED AREA 1.30 ACRES 1 = 20
BUILDING HEIGHT 16' `\ \` � � DIVISION OF WATER QUALITY
SETBACKS
so \` \ 20' 10' 0 20' DWQ
FRONT5-,�VG 'Z 7' JUN 0 4 2�7
h
RIEAR N/A \ \\ / PEOJ# S( y-90 SU F l4- Mc�
PROPOSED BUILDING AREA 5,600 SF 73 s8
6\ \
TOTAL PARKING SPACES REQUIRED 19 LEGEND /
1Yz Spaces per 2 employees ® 25 employees, manager, ` /
• I \��uulultt�,,
visitor ® DROP INLET w/INLET PROTECTION �\ \\ 24.44' ``•(\� CqR��'.,
TOTAL PARKING SPACES PROVIDED 23 STORMWATER RUNOFF DIRECTION ` \ 1\ i R4
PROPOSED GRAVEL AREA 17,248 SF - - EXISTING CONTOUR \ \ cV I R4' L� "
PROPOSED CONCRETE AREA 368 SF o \ \ 1 23 91' = SEAL L
PROPOSED ASPHALT AREA 6,610 SF y`' PROPOSED SPOT ELEVATION G) / ;y'•, 17374
TOTAL IMPERVIOUS AREA 29,826 SF6' :<<j0I \
LOT COVERAGE (BUILDING) 10.5% STREETYARD \ \ ....
LOT COVERAGE (IMPERVIOUS AREA) 57 % / 46.05
?EG0E-
STREETYARD AREA REQUIRED 4,575 SF \
FOUNDATION PLANTINGS ` � _ / 22.7' 'itlliilllt"
(207' - 24') x 25' = 4,575 SF DATE 3-8-05
STREETYARD AREA PROVIDED 4,680 SF - CONCRETE AREA \ \ -_ /
LANDSCAPING AREA REQUIRED 1,909 SF 2 78
C1
(175) ` - _ R4' DRAWN SCM
DESIGN PGT
27,368 SF x .08 = 2,190 SF LANDSCAPING w/AREA \ \\ 4¢57„ bV / R79
LANDSCAPING AREA PROVIDED 2,134 SF LIMITS OF DISTURBANCE \ -18j 7' I
FRONT FOUNDATION PLANTING REQUIRED 77 SIF _ .- .- .- TSF.- .- . TEMPORARY SILT FENCE \ I
40' x 16' x .12 = 77 SF I
C I
TP TREE PROTECTION FENCE J\ \
FRONT FOUNDATION PLANTING PROVIDED 150 SF
TREE TO BE REMOVED ' NORMAL POOL DIMENSION DETAi r
SIDE FOUNDATION PLANTING REQUIRED 77 SF NOTE: \ \ 1° = 20'
40' x 16' x .12 = 77 SF TREE TO REMAIN SEE SHEET C2 FOR ALL DRIVEWAYS WITKIIN 500' 1 Z��� SHEET 1 OF
SIDE FOUNDATION PLANTING PROVIDED 80 SF \` 05083

REVISIONS
Date Description By
9-19-06 Updated JRW
detention pond
GENERAL NOTES: Added Baffel Wall JWH
ALL OflOP INLETS OVER ='-6" IN DEPTH I TO BE DANCEPROVIDEDWITH
WITH STEPS J-D]-D]
v-� 1'-2' ON CENTERS. STEPS SMALL BE IN ACCORDANCE WITH STD. 040.66. Detail
CLASS "B" CONCRETE TO BE UBED. Changed outlet JWH
ALL MORTAR JOINTS ARE Yt' I It". 5-31-07 structure detail
LD % FORMS ARE TO BE USED FOR THE CONSTRUCTION OF THE BOTTOM BLAB.
MINIMUM 10 Ir_ BRICK MASONRY DROP INLET NOT TO BE USED IN LOCATIONS SUBJECT TO
A A = 6' L'T�__ C.
JUMBTRAFFx BRICK WILL BE PERMITTED, CONCRETE BRICK OR <" SOLID CONCRETE
L-,8" RCP l TOP OF BANK
EMBANKMENT COBLaKS MAY BE USED IN LIEU OF c1AY BRICK.
IF REINFORCED CONCRETE PIPE IS SET IN BABE SLAB OF BO%, A00
EL. 50.5
TO BABE AS SHOWN ON STANDARD 540.00.
N HEIGHT USE
COUNTY FLOOD POOL EL. 48.9 °P °AN WARL TO 6'-0 FROMTTON OFSWALL, AND W8" WALL VFOR THE RIEMAINING fi-0',K
6.0" I.D.---E 4
W/ CA STEELP AND PIPE " Lo
1 3 STATE FLOOD POOL EL. 47.0 ounurxTlEs To BE ADJUSTED Acconotrv6tr.
ORIFICE �6" q•_O" CO NORMAL POOL EL. 45.0 EM3VED
NORMAL POOL
EL. 45.0 BRICK COPING B
1�
1 PLAN 6 , iau�e nrvo cnnii
GALV. BAR GRATING - 1" x 1/8" BEARING BARS (MAX OPENING 4").
FASTEN WITH TYPE J CLIPS. ATTACH TO 1-1/4" x 1-1/4" x1/4' FOREBAY 3 / Ed I
GALVANIZED ANGLE FRAME. MORTAR FRAME TO TOP OF OUTLET STRUCTURE. ATTACH GALVANIZED WIRE
3 CLOTH OVER SMALL DIAMETER 1 BOTTOM EL. 42.0 MAIN POOL B, °
1
ORIFICE (8 MESH .020 WIRE)
2
1 BOTTOM
TOP OOFSBANK = FLOOD POOL 48.9 * POND SLOPE TO BE SEEDED IN ACCORDANCE EL.
TO SEEDING SPECIFICATIONS 38.0 EF
* 6:1 VEGITATED SHELF TO BE PLANTED " SECTION x-X
SECTION Y-Y
is"" CID 4" WIDE WEIR WITH WETLAND SPECIES I.E. COMMON THREE -- „,„C„3,°„3,„°�„„T,,,ES
INV 47.0
SQUARE, DUCKWEED, PICKEREL WEED, PONDWEED, DINENSI°x6 OF B°,A PIP€ CONC. TOTAL DRI.G M DH„Y °NGOTI°"3 1.E $PA"
2"x6" TREATED LAP TOP ELEV 47.0 SEDGES, SMARTWEED,WATERWEED & WILD CELERY I° "MT" HE1GHi '"BASE ONE PIPE
P„R iT. RRICK M„H.
NORMAL POOL 45. (2) TREATED 2"x6" * A PUMP WILL BE PROVIDED TO DRAIN THE BASIN D A B N CO. 'IN. E,°HT `DPI"° C.S. R.D.
Nv. Ny. 45.o FOR MAINTENANCE AND EMERGENCIES 12- 2 0 YB1 O.°3T O Bll 0.D2O °.D32
0.3t3 0.03] °.9]e
IAIV 44'LJ IB" ' 3'-5"1 °.29) 0.313 0.031 I.IOti. D
1
.DIi D.DD5
1 3 0 DETENTION POND & FOREBAY SECTION `2
AIL-II
l i"x6" TREATED T&G SLATS 30" r.a' +'a" D.zfiz o.m3 o.mT 1.36T 0.122 c.vo
NTS
1„� 4'-0" I,6", ! ENc BRICK DROP SH STANDARD oINLET
RAWING FOR �t
TEMPORARY (2) TREATED 2"x6" 12" THRU 30" PIPE N.T.g, z
F1i BOTTOM 38.0
SECTION A - A GRAVEL I lu N aao.ls a
FILTER BOTTOM 38.0 n O
DETENTION POND OUTLET STRUCTURE f�
NTS
18"x18"x36" CONCRETE 6"x6" TREATED POSTS
FOOTING (TYP) 6' 0/C
E
�Ny"I
2"x6" CAP IY4
SITE WORK NOTES Q
CUT OR TOOLED 1 THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING I-�
JOINT 2"x6" CONDITIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE. z
2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS W
OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN. W
1NIS' 3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC 2" TYPE SF 9.5A (NCDOT) I-L.I I••�I
2"x6" MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION. E�4
ZYBROOM
4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL 6" ABC STONE (NCDOT)REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BEREMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY. O
6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.Z THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED CEARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND LATE WINTER & EARLY SPRING ���•••---III
FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES. TEMPORARY GRASSING DETAILSECTION 8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF-SITEPROPERLY PERMITTED FACILITY AS REQUIRED. SEEDING MIXTURE NOTE: PAVEMENT SECTION MAY VARY
BAFFELDETAIL 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL RATE (Ib/acre) DEPENDING UPON FIELD CONDITIONS.EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS SPECIES CONTRACTOR SHALL COORDINATE {�IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE Rye (grain) 120 ENOWNER T G E TE MINE Z OEASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF Annual lespedeza (Kobe in ENGINEER VE DETERMINEDICULAR THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING. Piedmont and Coastal Plain, ACTUAL PAVEMENT SECTION.DIRECTION Korean in Mountains) 50 Z
0. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/ Omit annual lespedeza when duration of temporary cover is not to extend PAVEMENT SECTION
PLAIN APPROPRIATE RECONNECTION
AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH beyond June. 7•/1
11. EXISTING SURVEYING PERFORMED BY HANOVER DESIGN SERVICES AND SUPPLIED BY THE OWNER. SEEDING DATES: NTS W Z
VARIES 6'-8' MIN. 12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE Mountains - Above 2500 ft: Feb. 15-May 15 F�
AS DIR. BY ENG. THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER Below 2500 It: Feb. 1-May 1 F�
PRIOR TO INSTALLATION. Piedmont - Jan. 1-May 1
13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT Coastal Plain - Dec. 1-Apr. 15 C) w
6 STEEL OR WOOD POST HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER. z
a, g•
3 0 PSI
CON PSI ALN� WIRE FABRIC 14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER SOIL AMENDMENTS
- AT FINAL GRADE.
CONCRETE _ Follow recommendations of soil tests or apply 2,000 lb/acreground agricul-
- �• f � FILTER FABRIC 15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES. tural limestone and 750 lb/acre 10-10-10 fertilizer.
ri sL
_ vj2s� � MIN. 12-1/2 GA. o ¢ METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
SPRING-SUMMER
INTERMEDIATE WIRES 16. �LL PAVEMENT,CONTRACTOR
BA9E AND COMPLY
CONFORM NCDOT REQUIREMENTS.
STANDARDS INCLUDING MULCH
IiIIIIIIIIIIIIIIIIIIII�IIIIn / w WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS APPLY 4•000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, PERMANENT GRASSING DETAIL ^ O
// OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE SEEDING MIXTURE �1
6K8-10/10 W.W.M. L COMPACTED TO MAINTAIN SAFETY AND TWO WAY TRAFFIC, USED AS A MULCH ANCHORING TOOL •,
- CIDsusaRAOE IT ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT SPECIES RATE (Ib/acre)
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE PENSACOLA BAHIAGRASS 50
~1 SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES. MAINTENANCE SERICEA LESPEDEZA 30
O ANCHOR FABRIC SKIRT 18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS COMMON ILLEr AGRASS 10 Z It
SECTION O IL AS DIRECTED BY ENGINEER Refertili y if growth r not fully adequate. Reseed, refertilize and mulch im- GERMAI MILLET 10
WHEEL CHAIR RAMP 1 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. mediately following erosion or other damage.
n O 19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A TALL FESCUE 50
TYPICAL SIDEWALK AND 3 CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE 111, FACTORY MIXED, QUICK DRYING, Fh(l++�ii
WHEEL CHAIR RAMP DETAIL NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR TEMPORARY SUMMER GRASSING DETAIL SEEDING NOTES w
NIGHT REFLECTING. 1. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA rCO
N1s 20 2. USE COMMON BERUDAGRASS ONLY ON ISOLATED SITES WHERE IT CANNOT BE-
. DUCTILE IRON SHALL BE GLASS so. SEEDING MIXTURE 1 T r U
21 CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM COMPRESSIVE COME A PEST. BERMUDAGRASS MAY BE REPLACED WITH 5 lb/acre CENTIPEDEGRASS. r-r
NOTES: RATE (Ib acre) ZI-� Q) O co
STRENGTH OF 3000 PSI CS 28 DAYS - AIR ENTRAINED. SPECIES � fL-I N 0 co
1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND 22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR GERMAN MILLET 40 SEEDING DATES 1MMMMMI �_q 4-) CD
SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12' STAY BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE Fe +�
IN THE PIEDMONT AND MOUNTAINS, A SMALL-STEMMED SUNDANGRASS MAY BE APRIL 1 - JULY 15 `J 0 � 1 �
SPACING. PAID FOR BY THE CONTRACTOR. IN THE PIED AT A RATE OF 5o S, ACRE.
23. SEE GEOTECHNICAL REPORT NO- ---------- DATED -------- BY --------- I a
co
NOTES: 2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF ______ FOR ADDITIONAL REQUIREMENTS. SOIL AMENDMENTS Z c0 z
1. SIDEWALK THICKNESS SHALL BE 4" UNLESS NOTED OTHERWISE. 36" IN WIDTH. FABRIC SHALL BE FASTENED SEEDING NOTES
2. CONTRACTION JOINTS (C.J.) SPACE SAME AS SIDEWALK WIDTH. ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE CONSTRUCTION SEQUENCE MOUNTAINS - MAY 15-AUG. 15 APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,000 lb/acre � ('Iy Z
1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR PIEDMONT - MAY 1-AUG. 15 GROUND AGRICULTURE UMESTONE AND 500 lb/acre 10-10-10 FERTILIZER. � r'I I 0
3. THICKEN SIDEWALK TO 6" AT DRIVEWAYS. ENGINEER.
4. THICKEN SIDEWALK TO 6" IN LAST 3' WHERE IT ABUTS PAVEMENT EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL). COASTAL PLAN - APR. 15-AUG. 15 (Q O O O w
WITH NO CURB. 3. STEEL POST SHALL BE 5'-0" IN HEIGHT AND BE OF THE 2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION. r-K 0)
� tt0 O) O) a
5. 1/2" EXPANSION JOINT (E.J.) REQUIRED AT 30' MAX. AT SIDEWALK SELF-FASTENER STEEL ANGLE TYPE. 3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING SOIL AMENDMENTS >~
Of
JUNCTIONS, AT STRUCTURES, AND AS NOTED ON SITE PLAN. MULCH
6. PROVIDE A LAYER OF 15 BLDG. FELT BETWEEN WALK AND ADJACENT 4. WOOD POST SHALL BE A MIN. OF 6' IN HEIGHT AND 3' A AZ BUT NOT LIMITED TO GRAVELED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC. FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICUL- I--1 ~ o
TO 4' IN DIAMETER. WIRE FABRIC SHALL BE FASTENED S INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING TURAL UMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. APPLY 4ANC R acre GRAINS WITH
AS HALT, ROVENTING,
COVER EI ANOTHER SUITABLE 0i
PARALLING CURB OR STRUCTURE. TO WOODEN POST WITH NOT LESS THAN #9 WIRE STAOLE a CONSTRUCTION. MULCH. ANCHOR C TACKING WITH ASPHALT, ROVING, OR NETTING OR BY CRIMPING I--I O co o
7. REINFORCE w/6x6-t0/10 W.W.M. W 4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN. WITH A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE .--I .rI
1 1/2" LONG N USED AS A MULCH ANCHORING TOOL
SILT FENCE AND INLET PROTECTION ARE TO BE CLEANED WHEN 0.5 FEET OF SEDIMENT HAVE MULCH (�, fs,
CURB 30' MAX. SPACING ACCUMULATED IN FRONT OF THE DEVICE OR WHEN THEY LEAK OR FAIL. SEDIMENT TRAPS ARE APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING,
TEMPORARY SILT FENCE CLEANED OUT AS STATED OR WHEN HALF FULL. OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE MAINTENANCE
5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN USED AS A MULCH ANCHORING TOOL
NTS DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER REOURRES?EMAYEBFOMOWEDGOAPRIL NLY ONCE A YE 50 AR.acre NI OGEAT N. REPEAT
TAS GRIST In
SEE PLAN FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION. MAINTENANCE DESIRED, OMIT SERICEA AND MOW AS OFTEN AS NEEDED. 0
° -�- °. •-� 6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
Lei L Ld w ° G DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM REFERTIUZE IF GROW IS NOT FULLY ADEQUATE. RESEED, REFERTIUZ _0Q 40
ENTERING STORM DRAIN PIPING.
E AND MULCH IM- FALL-WINTER
° ° • '° d• ° '_ GROWTH IS
FOLLOWING EROSION OR OTHER DAMAGE.
SEE PLAN 7. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
S. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 15 DAYS OF CEASE OF ANY PHASE OF PERMANENT GRASSING DETAIL '
FILTER FABRIC ACTIVITY. THIS INCLUDES SLOPES, SWALES, STOCKPILES AND OTHER UNSTABILIZED AREAS.
J. SECTION A - A
MIRAFI D X OR 9. MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE.
�PPRovEo EQUAL) TEMPORARY FALL GRASSING DETAIL SEEDING MIXTURE , '�N !?o<;'%,
ENERGY DISSIPATOR 10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
• Ga. PLAN PROVE TO BE LESS EFFECTIVE. SEEDING MIXTURE SPECIES RATE (lb/acre)
NTS 11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
TALL FESCUE (BLEND OF TWO OR /
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION, SPECIES RATE (Ib/acro) THREE IMPROVED VARIETIES) zoo LLL..�1111 - S E A L [ -
Rye (grain) 120 RYE (GIN) 25 -
Ja MAINTENANCE REQUIREMENTS SEEDING DATES t 17374
'.
RESERiED ON M.ALUM. 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND SEEDING NOTES
WWDIC PPED PARKING SICINI'RLSERva PAROPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN AUGUST - ARILPLAN BLDG.-STRUCTURE PiwRH IOENnncAnox svlmMOUNTAINS - AUG. 15-DEC. 15AUGUST - DECEMBER ��mroLPLATrFDroN w/UTS EDLI ea/ �OPRACTCESONCE YASEEDESIGNED.K. ANY EDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL COASTAL PLAN andPIEDMONT - AUG. 15-DEC 30 SOIL AMENDMENTS ��,,,CREG�R\\\�1/4"xt" DEEP w/AN s'. r-o•, aeosro I1/8"R TOOLED ® To RrAD'MAYIMULI TOW2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP-DRESSED WITH AN ADDITIONAL 2
1/8"R TOOLED JOINT GS ao-3Ts'. AND To L 0JOINT NUT SEDI LINDIUH PLA Q INCHES OF 4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED IN TO SOIL AMENDMENTS APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3.000-5,000 IbZMW12' NUTS,BOLTS k WASHER6. < SO• # GROUND AGRICULNRAL LIMESTONE (l1SE THE LOWER RATE ON SANDY SOIgr�akPRESSURE TRFATED THE STREET WILL BE IMMEDIATELY REMOVED. 1,000 Ib/acre 1D-10-10 FERTILIZER. DATE 3-08-05
EN �NNIM -GREENPFINISHED FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
3. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK AND GRAVEL INLET LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTIUZER. DESIGN PGT
' 1-1/2"R(TYP) � J PROTECTION DEVICE WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. MULCH
GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER MULCH DRAWN SCM
6 MI
' MAXIMUM _ _ _ _
nl i 5 ,. DRAINS PROPERLY. APPLY 4,000 Ib/acre GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE
PENALTY III-III III-III- b 2" - 3" ��, MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT, ROVING, ORLTpAIF.pR,gY,.C@WP_,-
d1 a/B'(nP) II-IT_I-III -III-IT_I COARSE AGGREGATE � 4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT OR PA MULCH CHORENG TOOLAACDISK WITH BLADES�SETGNEARLY�STRNGHiNCANNBE ING WITH A MULCH ANCHORING TOOL A DISK WITH BLADES SET WAY G42AIG17r•,( '
$25O III-III III-III- 1ti 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY USED AS A MULCH ANCHORING TOOL BE USED AS A MULCH ANCHORING TOOL //�--yyy
1/2- EXPANSION =III-III =III= TO MAINTAIN A BARRIER. SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS /
JOINT MATERIAL 12_ ; =III=III-C--III A WIRE BACKING IS USED WITH 8 FOOT STAKE SPACING. 11 �, ' 200 lv
EXPANSION JOINT (E.J.) CONTRACTION JOINT (C.J.) xDwDnmw -GR N TEMPORARY GRAVELLED 5. THE SEDIMENT BASIN WILL BE CLEANED OUT WHEN THE LEVEL OF SEDIMENT REACHES 2 FEET MAINTENANCE MAINTENANCE
TEGEND MD-,MiL
3
TYPICAL HANDICAPPED SIGN DETAIL CONSTRUCTION ENTRANCE BELOW THE TOP OF THE RISER. GRAVEL WILL BE CLEANED OR REPLACED WHEN THE Repair and refertilize damaged areas immediately. Topdress with 50 lb/acre FERTUZE ACCORDING TO SOIL TESTS OR APPLY 40 Ib/ocre NITROGEN IN JANUARY
SEDIMENT POOL NO LONGER DRAINS PROPERLY, of nitrogen in March. If it is necessary to extend temporary cover beyond OR FEBRUARY, 40 lb IN SEPTEMBER AND 40 It, IN NOVEMBER, FROM A 12-4-8,
SIDEWALK JOINT DETAILS �, NTS 6. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING June 15. overeeed with 50 lb/acre Kobe (Piedmont and Coastal Plain) 16-4-8, OR SIMILAR TURF FERTIUZER. AVOID FERTIUZER MPUCATIONS DURING SHEET 2 OF 3
TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE or Korean (Mountains) lespedeza in late February or early March. WARM WEATHER, AS THIS INCREASES STAND LOSSES TO DISEASE. RESEED, FERTILIZE,
NTS VEGETATIVE COVER. AND MULCH DAMAGED AREAS IMMEDIATELY. MOW TO A HEIGHT OF 2.5-3.5 INCHES 05087
AS NEEDED.
I
I
1 '

REVISIONS
ate Description By
\ 24" FES INN 43.8 � Q J�
SITE
\ w/ 10'xl5'xl8" ED �� w
\ 6.82'
SOUTHEASTERN FREIGHT LINE V
., RIGHT OF WAY D.B. 1353 PG. 0085
A.P. MONUMENT
NO WETLANDS EXIST ON THIS SITE VICINITY MAP
t
\\ ;, 'v ' • X x� x�,�� NTS
\
7 LIA x
\ x
\ <\ OUTLET STRUCTURE
\ \ \ SEE DETAIL 8" OAK �x� x`
\ \\
{ 14" OAK
\. \�\ 'I / OAK S 7
W F+�
\ \ 45.0 ` 10" OAK �5 DO" E O I Z
\\ \ D
V.881 O
A W W W W W 5.. MAGNOLIA 50 ,�'
V A W _ O •Y W W W W
W W W
42.0 �65 / 0y 11' OAF
OA 14 � JAMES PARMENTER
16. OAK W W � 150 I
O \` \\ \ \ \ O `�'^ �` W W W W RCP 15 FES I 5.0 8" OAK VIRG/NIA PARMENIE A1-�
" OAK `" / R
T 13 w/ 5'x10'x ED OB 2964 PG 0985 Z
20 EMERGENCY SPILLWAY W
24" FES INV 45.0
\ 'fJO \ � \ \ I IN INV 50.0 _ MAG
NOLIA
N A E.I.P. �t
\ _ DI N52. H �V
\ � �2�\\4-�6'�ir\}�\,1 1 � � •� '., �r, 19"N'/AWO'x15'x18" ED 2� RIM 52.0 9., TWI „ OAK � ` _ Z
x Q ,., INV 47.0 16" OAK _` n 14" OAKS r,
\ Z� \`,\. I �/ 1 * iC \ QG \ 14" 0 (640)1 YAK 1 OAK W
2 O EXISTING �n �Ci \7/1 14 ti� \ 22" OAK 18" OAK �`GRAVEL \ TN � -- --
\ DRIVEWAY � Z
\ / O h WI OAK }
TEMPORARY / a�
\ CONSTRUCTION \ �y DI No.1
ENTRANCE 22' \ �4 RIM 52.0 98' Q ��11 FBI
�� INV 47.0 \ 14" OAK
\ G;
GRAVEL Z Z
.
ASSUMED BENCHMARK 24 �'�,� � '��� � �v _
PK NAIL 50.00 x \ - ' DUNCAN MARINE �O Fl•-1 w
' � j' - -.- _ DB 4701 PG 409 �`'� � G
\ CENTERLINE ROAD
T,/ I \ \ (186) 5 1.224 ACRES 14" OAK E"I
\ \ I .1 ) 8' s 53320.93 SO, FT. ' Qj
�484 \ 8 \ rg
S \ Ad \ 4 ' x \�.
L t`•I Z
\ \ A 'T
tweLOCIC
BF 44- Q Bf OR ALL ROOF
\ \�/♦x, \ \ \\ E.I.P \ /b y` ® \ coNC. STOR ECTED DRAI O
18 TO BE REMOVED PR MWAT TO p NS Iy( c�
OPOSfO fR ER44 LL JOHN C. LUKMAN ^
V \ \ �/ ° 4p WAREHOUS" (tMS OB 1411 PG 1682 �►1 A
\ C TYP) S. a• FF 54-25' f
Designer's Plan Certification: \ �,`. '\ � 100' 40'
\ r FENCE
I hereby certify that this plan has been prepared in accordance with the latest New Hanover \ ^
County Ordinances and Storm Nter Design M ual:' \ \ F� O
24" PLUG
Signature: `,�qurrnp�� % \ INV 47.5 N 1123'OOH ��' ^y _ OD
Printed Name and Title: WMIlin G. TrYDD. P. 41 O �i \ 70
Date: (..IS U� oy y 2 NOTE: _ 278 00•
Q \ 240 PLUG FOR POSSIBLE FUTURE " OAK t�-I
Registration Number: 17374 r�AI �1 \ EXPANSION. ANY CONNECTION TO THIS PLUG c^ 10 0-4 !~'
y 1,474 0 \ \ MUST BE PRECEDED BY REVISION TO THEFr,G�
<<� 44+ EXISTING STORMWATER PERMIT F+1 fO'
Properly Owner Certification: 4prr�ttrttt��� E.I.P. W U
"I (We) hereby certify that I (we) am (are) the current owner of the property and that upon \ \ you \ _ O co
receipt of"Authorization-To-Construct" any clearing, grading, construction or development. vz \ _ Fr Un to a
will be performed in accordance with this plan and that the applicable ordinances and rules of \ A N 2 �- ` 1-� O I I
New Hanover County, the State of North Carolina and the Federal Government and its 00, N t<-1 t Z ce) coco z
agencies which are hereby made part of this plan. As the owner, 1 (we) accept full 9Vn. o\ / w J. � w
responsibility for the construction and operation and maintenance of the proposed facilities. 1 zo 0 cA_ t", I I z
(We) will not attempt to transfer of this responsibility without the written authorization of N 0 \ O I � � � O CC) w
New Hanover County.^ `�o�z� N, _ 40 CA to a
CALVIN L. McGOWAN ! _ tU 4 '" ^tIL
o \ DB 2837 PG 287 / ^ U P r
Signature: N�Z 36,681 SF !� o
Printed Name and Title: Ca Nee"ce VIC, - c� �� I O R
Date: \ ON + I .--I Cd
SITE DATA \ \
SITE ADDRESS 2728 N 23rd ST \ h I
ZONING Al ^'
BUILDING USE WAREHOUSE/OFFICE \ I
TOTAL AREA (GROSS) 1.22 ACRES
TOTAL DISTURBED AREA 1.30 ACRES \ O I tv \\\\\�\t'f,A /
BUILDING HEIGHT 16' �
/ N '
SETBACKS
zAt .. -
FRONT 50' ® DROP INLET w/INLET PROTECTION ; = S E A L
SIDE N/A �.�� _ _
REAR N A �— �— STORMWATER RUNOFF DIRECTION \ / - 17374 QQ
S��GS�( %9 ;'4 ;
- - EXISTING CONTOUR \ -
PROPOSED BUILDING AREA 4,000 SF I 3 4 ��jq•4?�clt `• '
TOTAL PARKING SPACES REQUIRED 3 ° PROPOSED SPOT ELEVATION
TOTAL PARKING SPACES PROVIDED 3
STREETYARD
PROPOSED GRAVEL AREA 23,705 SF ' _ I „ _ a
PROPOSED CONCRETE AREA 200 SF CONCRETE AREA _ / ATE 8- PGT
TOTAL IMPERVIOUS AREA 27,905 SF _ AUG a2 5 2005 ESIGN PGT
LOT COVERAGE (BUILDING) 52.59: (175) LANDSCAPING w/AREA '?il 0 r ` _ =8, I ��V O � DRAWN SCM
_ iV _ -
LOT COVERAGE (BUILDING) LIMITS OF DISTURBANCE �1
STREETYARD AREA REQUIRED 4,575 SF C
(207' - 24') x 25' = 4,575 SF — x— x TSF x— x— TEMPORARY SILT FENCE 20' 1 0' 0 20' _ 1
STREETYARD AREA PROVIDED 4,657 SF — x— x TP x— x— TREE PROTECTION FENCE / 1
LANDSCAPING AREA REQUIRED 1,897 SF 9 � �
DATE PRINTED
23,705 SF x .08 = 1,897 SF TREE TO BE REMOVED / SHEET 1 OF 2
LANDSCAPING AREA PROVIDED 1963 SF TREE TO REMAIN AUG 2 3 2005
05087
r � r

REVISIONS
6' MINIMUM 10' Date Description By
TOP OF BANK EMBANKMENT
EL 50.5
FLOOD POOL EL. 49.4
1
A A • NORMAL POOL tO m NORMAL POOL EL 45.0
L24' RCP I EL 45.0 1�
11 6
1.0' I.D. 3
STEEL PIPE ro 1 FOREBAY MAIN POOL
�6 4'-0" 2 BOTTOM EL. 42.0 1
1 BOTTOM
Pied • POND SLOPE TO BE SEEDED IN ACCORDANCE EL 38.0
GALV. BAR GRATING - i' x 1/8' BEARING BARS SMAX OPENING 4'1 TO SEEDING SPECIFICATIONS
FASTEN WITH TYPE J CUPS. ATTACH TO 1-1/4 x 1-1/4' x1/4 ■ 6:1 VEGITATED SHELF TO BE PLANTED
GALVANIZED ANGLE FRAME. MORTAR FRAME TO TOP OF OUTLET STRUCTURE. ATTACH GALVANIZED WIRE WITH WETLAND SPECIES I.E. COMMON THREE
3 CLOTH SMALL DIAMETER SQUARE, DUCKWEED, PICKEREL WEED, PONDWEED,
/ oRIFlCEO 8 MESH .020 WIRE) SEDGES, SMARTWEED,WATERWEED do WILD CELERY
TOP OF BANK--1 I • A PUMP WILL BE PROVIDED TO DRAIN THE BASIN
tL 50.5 FLOOD POOL 49.4 FOR MAINTENANCE AND EMERGENCIES
24" RC ,. �,� WEIR DETENTION POND & FOREBAY SECTION
IAA 47.0 NTS
INV. 45O NY• 45.0 ORMAL POOL 45.
np( At-5 A A
3 '
1 I
�6I, 4'-0- I,6 G1
TEMPORARY BOTTOM 38.0
SECTION A - A GT�vEL
FILTER
DETENTION POND OUTLET STRUCTURE SEE PLAN
NTS
PLAN
>i�011 A - A MIRAFI 1_ _
ENERGY DISSIPATORR z
CUT OR ioolm SITE WORK NOTES L
•aw 1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING C-'
CONDITIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE. W o
2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN. W
3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS, V
VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL !`z
REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY. /'►�
6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
44 EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND LATE 'WINTER & EARLY SPRING
FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES. TEMPORARY GRASSING DETAIL W �••� ►z
8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF-SITE F-I
PROPERLY PERMITTED FACILITY AS REQUIRED. SEEDING MIXTURE
6 M 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
Y - 3' EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS ' WE filb/mm1 w
COARSE AGGREGATE IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE Amin O
M o(r I wdwza (Kobe l 1� Z
Z9T=0PE0E=nWMIpAM EASEMENTS, THE CONTRACTOR SWILL NOTIFY ALL APPROPRIATE PERSONNEL OF PiwdfllOflt 011d Coostel PIOM
e�xal THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING. Konmon in MpInt�) 50
PLAN TEMPORARY GRAVELLED 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/ owil aNxx. ooPadwo M1e1 dumdon ofdy In not to
ENTRANCE RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH pwywiq Juu '^
APPROPRIATE PERSONNEL V l `/ Z
11. EXISTING SURVEYING PERFORMED BY HANOVER DESIGN SERVICES AND SUPPLIED BY THE OWNER. SEEDING DATES:
VARIES fi'-8' MIN. W Z F...N
12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE MAW - boom 2500 k Feb. 15�Ioy I5 L F--1
THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER Boom 2500 Nb Fab. 1-Yoy 1 l­4
PRIOR TO INSTALLATION. Plod wd - Jan. 1-MOAN 1
e' STEEL OR WOOD POST 13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT Can" P1dn - Dm 1-Apr. 15 O
HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
0o°iaiiF f WIRE FABRIC 14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER SOIL AMENDMENTS z A
AT FINAL GRADE. aoolr 2000
• FILTER FABRIC 15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES. y010my "a" 01 750 a mw toods 10-10 1 i«MDOO.% Wound "rioul
-
MIN. 12-1/2 GA. o METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
INTERMEDIATE WIRESM OF THE CONTRACTOR AND sENAIL COMPLY WITH ALL REQUIREMENTS. SPRING-SUMMER
W 16. ALL PAVEMENT, BASE AND SUEIGRADE SHALL CONFORM TO BARRICADES,
STANDARDS INCLUDING MULCH PERMANENT GRASSING DETAIL p'+
WORKMANSHIP, MATIItWS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS .-H
as-�o/oo 2WA�7T.OMPACM APPLY 4,000 l8//ACRE SIRM. NMiIOR SIINW Br TACIO?JG r1I1N ASPfMLT. NLTiNO„r '' �0 MAINTAIN SAF7ITY AND TWO WAY TRAFFIC BE PROVIDED IN ACCORDANCE WITH NCDOT OR A MLCH ANUIMN TOOL A OM WITH BLADES SET WA LLY SIRAKRIT CAN BE SEEDING MIXTURE
MULCH
17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT USED l6 A ANd101rD TOOL
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE �� ��/ 1 00
(�
lomr. mN . o ANCHOR FABRIC SKIRT SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES. MAINTENANCE PENSAaA BA/BAGRASS 50
a AS DIRECTED BY ENGINEER 18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS C� 1 UESPIEDEZA 0
WHEEL CHAR RAMP I AND INSTALLED Fr IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. RwbABa X OO U1 Te not 1ih °d'q"°L' Rwweed, nrwrtMa and mWeh im- GO N MIU Er 10
NT O 19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A WWdlaOely taBowlrq eraton " `�` �10°e' TALL F13CIE 5O
HCAL SIDEWALK AND 3 CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
v v I I I I I__ CHAIR RAMP DETAIL. NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR SEEDING NOTES O
- NIGHT REFLECTING. TEMPORARY SUMMER GRASSING DETAIL W IL4
1. WHERE A NEAT APPFARIrICE 6 DESrED. OMIT SFTacFw
20. DUCTILE IRON SHALL BE CLASS 50. SEEDING MIXTURE L USE COMMON BERLIDIGRASS ONLY ON MAIM SITES WHERE IT CAN
NOT BE- w d
NOTES: 21. CONCRETE FOR WALKS, CURBS AND DRIVES SWILL HAVE A MINIMUM COMPRESSIVE COIF A PEST. OTMJBICRASS MAYBE REPLACED WITH 5 6/am CENIPEDECRASS.
SHALL
STRENGTH OF 3000 PSI O 28 DAYS - AIR ENTRAINED. �, RAIE M/mrrl Z (D O .-I
1. FENCE SHALL HAVERIA MIN. F SIX LINE WIRES• IN WITH WIDTH STAY 22. FIELD BY THE OWNNG SHALL BE DONE BY AN ER. FURTHER TESTING REQUIRED DUE TO A FAILED TESTESTING T WILLORY PAID BE FOR GFmMN TOILET a SEEDING DATES �" co
SPACING. - PAID FOR BY THE CONTRACTOR. N THE PIEDMONT AND 1e01RRANS• A SMALL-SIEMEO SU O MM MAY BE APRL 1 - JULY 15 F•H LO LIB a
ESR
NOTES: 23. SEE GEOTECHNICAL REPORT NO. , DATED , BY SUNRD AT A WE OF 60 LB/ACRE O 1 I
1. SIDEWALK THICKNESS SHALL BE 4' UNLESS NOTED OTHERWISE. 2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF FOR ADDITIONAL REQUIREMENTS. `Z, coC'') Z
SHALL BE FNED
2. CONTRACTION JOINTS (CA) SPACE SAME AS SIDEWALK WIDTH. ADEQUATELY TO THERIC WIRE FABRIC ASDIRECTED BY THE CONSTRUCTION SEQUENCE SEEDING NOTES SOIL AMENDMENTS W
3. THICKEN SIDEWALK TO 6' AT DRIVEWAYS. 1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR MOUNTN6 - MAY 1FAIC. 15 APPLY LIME AND EERTILM ACCORDING TO SOL TESTS OR APPLY 3.000 b/xn �y' �r _
4. THICKEN SIDEWALK TO 6' IN LAST 3' WHERE IT ABUTS PAVEMENT ENGINEER. EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL). COMM PLAN - APL , 1S GROU D ACRR,IA.TUIE LI ESTOIE ND 500 b/oM 10-10-10 FEIMUM. +, H a 1 1
WITH NO CURB. 3. STEEL POST SHALL BE 5'-0" IN HEIGHT AND BE OF THE 2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED O O W
5. 1/2' D(PANSKNI JOINT (EA) REOUIRED AT 30' MAX. AT SIDEWALK SELF-FASTENER STEEL ANGLE TYPE. INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION. a Q) � CD CO n
JUNCTIONS, AT STRUCTURES, AND AS NOTED ON SITE PLAN. 3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING SOIL AMENDMENTS MULCH 1� 4 4. WOOD POST SHALL BE A MIN. OF 6' IN HEIGHT AND 3 BUT NOT LIMITED TO GRAVELED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC. SOL TESTS APPLY 2aoo �/ ACIwcIL- N
6. PROVIDE A LAYER OF 15/ BLDG. FELT BETWEEN WALK AND ADJACENT TO 4' IN DIAMETER. WIRE FABRIC SHALL BE FASTENED INSTALL ALL SECONDARY E1tOSKX1 CONTROL MEASURES A$ SOON AS POSSIBLE AFTER BEGINNINGFOLLOW WOMMEMDAMNS OF / �1
PARALLING CURB OR STRUCTURE TAML UMIMOIE AND 770 LWAOIE 10-10-10 FDORIIfR. APPLY 4,000 a am GRAN STRAINER EAIAHNAIM COVER OF ANOTHER SUEDE
7. REINFORCE w/6x6-10/10 W.W.N.
TO WOODEN POST WITH NOT LESS THAN f 9 WIRE STAOLE CONSTRUCTION. MINGLE ANCHOR BY TACT= WITH ASPHr�LT, RIMIG, OR NETTNG OR BY CRNFNG P4 CA ^, O ,k, $
1 1/2 LONG 4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN. WITH A MULCH ANOMM TOO. A OW WID4 81AOfS SET NEARLY STRAIGHT CAN
BE w
CURB -- 30' MAX. SPACING SILT FENCE
EEA INIFNLET RONT PROTECTION THE RE TO WHEN THEY
LWHEN 0.5 EAK OR FAIL CLEANED
SEOF DIMENT MENT HAVE TRAP ARE MUD USED AS A MULCH AwaRRD TOOL
E- 4ACCw � a "
TEMPORARY SILT FENCE OR �DWUM�� '�"�
CLEWED OUT AS STATED OR WHEN HALF FULL. Army
A MULCH
5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN USED AS A MULCH ANGDN6 TOOL 'E
NTS DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER RESTmRIZE THE FOLLOWING Oft WITH 50 lb/cm mgocoL REPEAT As GROWTH
FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION. REQUIRES. MAY BE MONED ONLY ONCE A YEAR. WHERE A HEAT APPEARANCE S
6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS MAINTENANCE DEMM OMr SMWA AND MO As OFTEN AS NEEDED 1
' DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM LIE W"LIff IF NROWM 6 MIN FULLY ADEQUATE RESEED. REtTxnrg AND MILLI Y-
EN4 LNG STORM
T DRAIN FlSHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED. �r D
7. A LAYER OF TOPSOIL FALL-WINTER
ER �L
8. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 15 LOINS OF CEASE OF &ff PHASE OF PERMANENT GRASSING DETAIL
ACTIVITY. THIS INCLUDES SLOPES, SWAT M, STOCKPILES AND OTHER UNSTABILIZED AREAS.
9. MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE.
TEMPORARY FALL GRASSING DETAIL SEEDING MIXTURE � (`,qR�vv'''
10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS �`� �N
PLAN PROVE TO BE R EFFECTIVE. SEEDING MIXTURE �. RATE (Ib/mrBl ` f /QyY•
_ 11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION. , RARE [b/mrB1 � D ) OR 200 _ SEA L
MAINTENANCE REQUIREMENTS Rye (Vain) 120 RYE (GRAN) 25 _ O _
rt.re.m so Mvr 17374
A« ®mow+ , 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND SEEDING DATES _Z �;
PLAN BLDG.-STRUCTUREm Ml aoxnwor l OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN JA Nwn - APRL
W aN Nary war ❑ %<�j •'•��,OA,CI ' •'t�:
So a"®wAo eow• ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL MOUWAINS - ALM 15-OM T5 AUGUST - OBCo®t
OOMAL RANI and PIEDMONT - AM 15-DEC JO �, CREV�` .�``•`
1 8-R TOOLED 1/4'x I" DEEP w/AN o . .m m wow PRACTICES AS DESIGNED. i
JOINT 1/8'R TOOLED JOINT s aW°v e'r06 2. ALL CONSTRUC110N ENTRANCES WILL BE PERIODICALLY TOP-DRESSED WITH AN ADDITIONAL 2 SOIL AMENDMENTS '�vilT
INCHES OF 14 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED IN TO SOIL AMENDMENTS APPLY LIVE AD FERILM ACOGONG M SOIL TESTS. OR APPLY 3.000-5.000
cam "eNOW 1°°�rx M THE STREET WILL BE IMMEDIATELY REMOVED. t b/ ia1�1LOESTOE usE THE IDwER GATE oN SNOT s0as) AD DATE 8-24-05
FYewy GRADE FOLLOW SOL TESTS OR APPLY LOOO LB/ACRE GROUFD AGRICULTURAL
3. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK AND GRAVEL INLET LIMESTONE AND IAA LB/ACE 10-10-10 FERTILIZER.
'-'7y"N'YPO PROTECTION DEVICE WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 5OX FILLED. MULCH DESIGN PGT
[KI
GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER MULCH DRAWN SCM
PENALTY DRAINS PROPERLY. APPLY 4A O0 b om TRW STRAW OR BQUMAETR CDIEIU OF ANOTHER TABLE
ro L,+P) Y 4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT APPLY 4000 LIBB//AGE STRAW. NOW STRAW BY TAM G wmN ASPHIALL NETTNG �� � BY TAMM wm1 ASPH N.T, WAND, OR NETTING; aR By �rw-
1/2' EXPANSION " 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY OR A MACH ANaglwG TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE 0 11� A MULCHANCROFINGMULCH 1001NG A°� OR+ BLADES SET NEARLY SrrAUGIT !CAW
JOINT MAT(RNL TO MAINTAIN A BARRIER. SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS USED A MULCH ANCHORING /y [1
I I A WIRE BACKING IS USED WITH 8 FOOT STAKE SPACING. (lt/' P'/V/
EXPANSION JOINT E.J. CONTRACTION JOINT (C.J.) -°�
5. THE SEDIMENT BASIN WILL BE CLEANED OUT WHEN THE LEVEL OF SEDIMENT REACHES 2 FEET MAINTENANCE MAINTENANCE
TYPN& HANDICAPPED SIGN DETAIL BELOW THE TOP OF THE RISER. GRAVEL WILL BE CLEANED OR REPLACED WHEN THE
SIDEWALK JOINT DETAILS SEDIMENT POOL NO LONGER DRAINS PROPERLY. «Pdr b Mood Em yRr 10 N r wNh��0aw�/oao�» OR � . 40 b M SOL SO ��40 6 IN b/mv NITROGEN
FROM A 12�h0.
6. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING 'ARM 15. eVwweW aAIR 60 b/eon KOM (Pt'en°'N and Cowefwl PIoMi) 1s-4-B OR SIMILAR TURF RRIUM AVOID FFmBImI APPLICATIONS OABNC
NTS TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE or KonoR ( in11 I 1rPawas M lob Foboxmy or as y MWob 11IIaN MFATFER iMg gLIEILSES STAND LOSSES Tp DHSFASE SHEET 2 OF 2
VEGETATIVE COVER. AND N� D AGED AREAS IMEDUTELY. MOW TO A HEIGHT OF 2.5-3-5 INCHES, 05087
AUG 2 3 2005

p' REVISIONS
Date Description By
a-ta os aw ram ,row
MATCH EXISTING\ DITCH t45.5 r..M U
o-25-0e ReASED rN+ram JRW
\ W% NEW 3:1 SWALE SITE
SOUTHEASTERN FREIGHT LINE
Sam
`r� m
\ \ NCDOT DI �\ \� ` / RIGHT OF WAY D.B. 1353 PG. 0085 U
MONUMENT
RIM 42.4 ✓ rP 50' FRONT SETBACK
INVx 18"W/ 10' INV. 45.0 NO WETLANDS EXIST ON THIS SITE
8 IMF 18"R `�+ 78 ate` W/ 10 X 15' X 18" ED.
VICINITY MAP
18"F.E.S. I 43.5 x
NTS
� `\ � 7 OLIA,� x
l `
\ OUTLET STRUCTURE x� x
` X X SEE DETAIL 8"
\ O
/ 1 OAK
OAK x� ,S'
45.0 70" OAK 4 7615DO' E 1
(312 $, `FD888, E ,
\` \ 20' E ERGENCY SPILLWAY 4" OAK 5" MAGNOLI ) ^
INV 50.0 O
20 OA 8.0 4 (285 SF) F -q
\ 0
Z * 16 OA rr 3DMH NO. 1 T I.i t•4
1 RIM 52.0 (19 x— x ^,c�^, F-a
\ \ Na= * 17" OAK OA 1 " a cp, NV 46.0 9 5 SF) 14""� �.4 4�\ O 1-a
16" AK K[�� l / .�, JAMES PARMENTER 1- 4 O
,
8" OAK VIRGINIA PARMENTER U)
`\ \ O'0 \\\\\ N= 13 O K ® 18, ` ` _ DB 2964 PG 0985 A
\ yL \ a O
04 U
q$p � © �5'�•AQAGNOLIA x r,
NO 9" OAK p HALT DI o.2 � { E.I.P. w
\� EXISTING GR EL p �� a' * 2 y` �6 RKING RIM 52.0 TWN +
37.73 DRIVEWAY TO E Qom\ \ 00 SF) V 47.0 16" OAK _
PAVED FROM RO �yA � 35 W \ (82 h 280 S) + 4" OAK r, Z Ix
\ 4 Sr) ) " OAK 16" O If 21" OAK W ^ w
` TO PROPERTY LIN 105 o� _ 22" OAK/ x\
6" ABC STONE & ` y Q( � b4' 78" 0 K jr
6" _x x W O
2" ASPHALT 9c * + 4�yj4��p TWI OAK <�x �1 t
\ 9 o I to (714 $F / �1 F�
TEMP RARY �; �� �� 4' MIN / ROPOSED GATE ) % rw►� r, t�
CONSTRU TION DI No.1 / `-� W r
\` ENTRA CE 22' ` 24. RIM 52.0 ' / / O I QyyFj Z H
ATCH GRADE ±49.5 �ti' INV 47.0 / 96 14" OAK I---I k��t
FIRST 6' TO SLOPE 0 2.0% C
5 Q G / ~
RAVEL C)
STORA
.0 N (�2q$F (20 OGSF) DUNCAN MARINE I �j
\ ASSUMED HMARK` ` � � DB 4701 PG 409 � O z �y
PK N 50.00 ` T 's 5 1.224 ACRES / o�`'j ' �+
\ C ERLINE RO < 4 0 / — , _ _ 40 ' o ® 5332o.sa so. Fr `� 14 OAK Q W y
` R35 �h O O I ^� Ems/
lkalgnMe +'Lill .rt�fh enup ,\ \ v 45 �. _ �N�y fit- O
25' l ",PRO O O O O n (2 6 SF) l W
P �h
Clurch} carat, ;Iwt du, plan Iw, xcn prq,areJ in aecurdaucc tcn6 the latest New Hrttwver \ 24' �� \ / OSED OF / NOTE• A
County (Iniuumcv, and ]tome \A afer I k,tl;n Manwil, �2 / 40' k F/CE qR / BE DIRELL ROCTEDOF EDGE OF GRAVEL / �7/ �+
\ 30.22' E.I. F•F 5425 EA / CONc. PRO 3TQRMWATER TO R/NS WILL 1 ;� w W z w
Sign:tinn• 57' ` _ /TO BE REMOVED POSED SYSTEMS ITTED 2' N
PrintcdNum. and Iidr I'hillq>(i 1nD1i, I',L I l WAREH I JOHN C. LUKMAN O
Dal�Regrsouuon Numher 17174 SIiAL +\ 6' t\t ` ` I `?�S ® _ _ _ Fp, 54 25, AREA DB 1411 PG 1682 y
\ 100' z
40' I
\45'
� t
Proper) Ila uerl .rid�.dt„ai � �t
ONE STORY a e i
CINDERBLOCK BLDG. 112 3,
-1 Okc) Iww+% cerut, urn I ,. ci an, t uel ;hc u,rrem owner .d Ow pn4xtny and that upon \ TO BE REMOVED t7Q" w 1g 60
rmctpt ol -Autbonirtn+n-l oA inwr C'i airy C,Anitnwthwi IN devd0pirkgIL2
will be pertonncd n ac,or Ukc mirth rht, plan arkd that the apphcahle ordukcu wr and risks �8 0 of / 0x " AK ! v 00
Neu I"3%cr ( nLudc the hate 0 M,nh 1 wolina arxt Ow I etkral (ruvcriumul and its `
atrema" "herb arc hcrehc naa[k Imn AIhu Plan. As the owner. I (we) accept full 20�\` \ FENCE TO BE REMOVED _ kL / z (�
rcsputwMbtlar t the c.+aurucuon end.,1><r:ua,n and rtkairtauuu•of ttke proposed facilities. 1 t t
lWo will and aucntpt to rran>icr of this rc.ix'nsihilltn without Ito written audwrLition of t � � '""k
New liaru,vcr C.,unt \ C \ �'J rw, �
)
E.I.P. W U
Printed Nam.• anJ 1 illc _-_ \ r vZ \ PROPOSED FENCE z �+ O
I)ate ",..,t to
to to ci
O 1 d
Z � � z
m `SITE DATA `\ Ai N' CALWN L. MCGOWAN �SJ x 2C0� I w �+
In \ tL DB 2837 PG 287 l rn w
PARCEL ID # R041 00-002-01 1-000 t �r 36,681 SF a
ZONING PERMIT # 05-24062
SITE ADDRESS 2728 N 23rd ST
ZONING All 6' / /ma/yy (" o
BUILDING USE WAREHOUSE/OFFICE ` S W
TOTAL AREA (GROSS) 1.20 ACRES (52,272 SF) ` \ ``\ SITE PLAN J� I / / "� �1 �r ' a � "
TOTAL DISTURBED AREA 1.30 ACRES " �i
BUILDING HEIGHT 16' `` 1 - 20 / I WAG
SETBACKS iV / ' `
FRONT 50' \ \ 20' 10' 0 20' 4) /
SIDE N/A % ` /
REAR N/A
PROPOSED BUILDING AREA 5,600 SF
TOTAL PARKING SPACES REQUIRED 19 LEGEND \ /
1j Spaces per 2 employees ® 25 employees, manager,
visitor ® DROP INLET w/INLET PROTECTION `� ;001 RECEIVED ` \\ ,,,ttttltt,,
TOTAL PARKING SPACES PROVIDED 23 f— STORMWATER RUNOFF DIRECTION \ \ 'XN•. ,
PROPOSED GRAVEL AREA 17,248 SF -------32------- EXISTING CONTOUR �% NOV 1,92006 Essl v '
PROPOSED CONCRETE AREA 368 SF o \ `\ / DWQ S E A L
PROPOSED ASPHALT AREA 6,610 SF y PROPOSED SPOT Et1VATION -� _
- -O i
TOTAL IMPERVIOUS AREA 29,826 SF
�I PRoa#xv�G �714Mrx1 i = _ 17374
LOT COVERAGE (BUILDING) 10.5% STREETYARD
LOT COVERAGE (IMPERVIOUS AREA) 57 % F71
� t / NOTE:
STREETYARD AREA REQUIRED 4,575 SF O O
(207' - 24') x 25' = 4,575 SF FOUNDATION PLANTIt,3S \ d- � ` _ / SEE SHEET C2 FOR ALL DRIVEWAYS WITHIN 500'
/ DATE 3-6-06
STREETYARD AREA PROVIDED 4,680 SF CONCRETE AREA � \` � �— �_ / `
LANDSCAPING AREA REQUIRED 1,909 SF __ IV78, / DESIGN PGT
27,368 SF x :08 = 2,190 SF (175) LANDSCAPING w/AREt \ \ _ 4¢SJ bV l DRAWN SCM
LANDSCAPING AREA PROVIDED 2,350 SF LIMITS OF DISTURBAICE ` 181• T I
FRONT FOUNDATION PLANTING REQUIRED 77 SF _,_ ,—.—?SF._ ,_ ,—._ TEMPORARY SILT FEPCE
40' x 16' x .12 = 77 SF TP
FRONT FOUNDATION PLANTING PROVIDED 150 SF -' TREE PROTECTION FINCE \` /
�y TREE TO BE REMOVED % I DATE PRINTED C I
SIDE FOUNDATION PLANTING REQUIRED 269 SF
140' x 16' x .12 = 269 SF T nna
TREE TO REMAIN � NOV 0 '1 �
SIDE FOUNDATION PLANTING PROVIDED 280 SF SHEET 1 OF 3
05087

No REVISIONS
r° a{e Description By
-pa
24" FES INV 43.8 SITE
\ w/ 10'05'08" ED
\ 6.82'
SOUTHEASTERN FREIGHT LINE CJ*
h - RIGHT OF WAY D.B. 1353 PG. 0085
MONUMENT
x
VICINITY MAP
\ x ; y x� x N0 WETLANDS EXIST ON THIS SITE NTS
u
\ x ��
7 LIA x x
\< OUTLET STRUCTURE Z
\ \ ; SEE DETAIL 8" OAK �x\ Ayr r
V11x �
14" OAK _ x / W\ \ �,, » 04
OAK 76,/
/\\ _ �y\ ( W r W 45.0 'ti0 10" OAK SQQ„ E I
\ \ \\ \ \ \\\ \ A 5" MAGNOLIA38.0
CJ
\ \ I - W W W W 5O I
\ \
\ ; /—�\ /X W\ W AK 42.0\\ 11" OA R 1653
)\ 14\ " � II JAMES PARMENTER
15" OAK VRGINIA PARMENTE R
W d OAK
DB 2964 PG 09850 \ W6 04K C "
(\ \\ \ N. 13 w/ 5'x10'x ED rer,,w
\`\\\\ \ \ \ � \-2 0' EMERGENCY S �`
\ \ � ��\, \\\\ I 20'INV EMERGENCY
WLLWAY 24" FES INV 45.0
" MAGNOLIA
\ o- �y\\,. s> \ 1, 1 r 19" rOrAldO'x15'x18" ED 2' PI�tN52.0 91,
T E.I.P.
yy
16" OAK WI » OAK ` w y�F� H
�' 'N )� IN`' 47.0 7
14' OAK i�-1
qy
�Za �� \\\ ��5�� / { / �GQ 14" 0.; �64p)1 AK 21" OAK w
�` O
EXISTING 0-� t'� � �`- \� � ��, �\ ti� \ 22" OAK �
GRAVEL /-p 14' 18" OAK 1
\ DRIVEWAY �� \
WI OAK
h
TEMPORARY
\ CONSTRUCTION �y DI No.1
ENTRANCE 22' i ` RIM 52.0 98'
\ \ \ INV 47.0 \ 14" OAK
\ v\
W � t�GRAVEL 0
4 X/ \
\ ASSUMED BENCHMARK 2 t / \ DUNCAN MARINE Q w
PK NAIL 50.00' I`� y DB 4701 PG 40s Z
\ T '� a \ �786) 5 1.224 ACRES I. 14" OAK �j �1
\ CENTERLINE ROAD \ _ \ I ice' !X\ ' ` \ 4 53320.93 SO. FT. ^ �4 O
t d 4 \(^.
S� \ o \ \ } " rV Z
25' \ \, \ \ pf STORY 8' t
\ \ .\ \ ; TO BEFRaCt>CK NO r--a
\ \ \\ '� \ 4'A1oy� / BE DIRi ALL y? M,
\\\ \� E.LP \ 4, 1® ' TO BE REMOVED PROP STORMWATER o0 ERINS WILL �t JOHN C. LUKMAN o
\ \ n/ , \` `'V ® ` 00ED WAREHO SYSTEMS I rrED DB 1411 PG 1682
A '�
10 USE
Designer's Plan Certification: \ 100 .25 40'
FENCE
"I hereby certify that this plan has been prepared in accordance with the latest New Hanover
County Ordinances and Storm ter Design M ual." \
\ 24" PLUG �
Signature: ����uUnt�q� / INV 47.5 7j23'Q0 �h 00
Printed Name and Title: htIli G. Tr P. �` R O 1, \
Date: ( IS•US NOTE: $QQ' c0
Registration Number: 17374 ? 4 > 1 �1 \ \ 24" PLUG FOR POSSIBLE FUTURE " OAK 10'
EXPANSION. ANY CONNECTION TO THIS PLUG N
17374 MUST BE PRECEDED BY REVISION TO THE o F+r,=I O
$ EXISTING STORMWATER PERMIT `�"�'� ° �
`� h+l
Property Owner Certification: -o
0,? 0 E.I.P. ��jj N U
tF--1
"I (We) hereby certify that I (we) am (are) the current owner of the property and that upon \ \ yo` \ _ ` I_ O tD
receipt of"Authorization-To-Construct" any clearing, grading, construction or development. Z \ $- to Lo 0
will be performed in accordance with this plan and that the applicable ordinances and rules of
New Hanover County, the State of North Carolina and the Federal Government and its 90 o+ N _ F-1 +� Z co c
agencies which are hereby made part of this plan. As the owner, I (we) accept full �� a p\ / _ 1 w i�
responsibility for the construction and operation and maintenance of the proposed facilities. 1
(We) will not attempt to transfer of this responsibility without the written authorization of 0.14- \ N I t10 O W d w
New Hanover County." A Z CALWN L. McGOWAN a
a
DB 2837 PG 287Signature:
Printed Name and Title: yty 5 a -7/t \i ,c _ �6 ,-__ \ 36,681 SF / ^�Datf: X Co
SITE DATA \ \ t
L...
SITE ADDRESS 2728 N 23rd ST
b, WY
ZONING Al
BUILDING USE WAREHOUSE/OFFICE
\ �� Sw� dfog14-
TOTAL AREA (GROSS) 1.22 ACRES ^ ,�. car Pe;mtt No.- ----
TOTAL DISTURBED AREA 1.30 ACRES \ I (or
BUILDING HEIGHT 16' LEGEND o°It Fss,
SETBACKS
FRONT 50' DROP INLET w/INLET PR(?ECTION
SIDE N/A ®f_ STORMWATER RUNOFF DIFEC11ON
PROPOSED BUILDING N/A co
^ !-� t737a REAR
- EXISTING CONTOUR
4,000 S
TOTAL PARKING SPACES REQUIRED 3 »o \ I . i C t \
TOTAL PARKING SPACES PROVIDED 3 ,� PROPOSED SPOT ELEVAT)N <<,A tREGO\\\ \
STREETYARD /
PROPOSED GRAVEL AREA 23,705 SF ` Fw9� ATE 8-24-05
PROPOSED CONCRETE AREA 200 SF I LAUG G 5 ESIGN PGT
TOTAL IMPERVIOUS AREA 27,905 SF CONCRETE AREA nT ♦*T
LOT COVERAGE (BUILDING) 7.5% (175) LANDSCAPING w/AREA SITE rr _ N 7 / 'GtJOBI� RAWN SCM
LOT COVERAGE (BUILDING) 52.57 1" = 20' 84¢'Sj„ --
LIMITS OF DISTURBANCE W /
STREETYARD AREA REQUIRED 4,575 SF �`
(207' - 24') x 25' = 4,575 SF - x— x TSF x— x- TEMPORARY SILT FENCE 20' 10' 0 20'
STREETYARD AREA PROVIDED 4,657 SF - x— x TP x— x- TREE PROTECTION FENCE C I
LANDSCAPING AREA REQUIRED 1,897 SF � � � /
DATE PRINTED
23,705 SF x .08 = 1,897 SF TREE TO BE REMOVED _J SHEET 1 OF 2
LANDSCAPING AREA PROVIDED 1963 SF TREE TO REMAIN AUG 2 S 2005
050877