SW8980531_APPROVED PLANS_19980914

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 q�() 3 1
DOC TYPE ❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE (YKg oY Iq
YYYYMMDD

LEGEND
i
DI DROP INLET
CB CATCH BASIN I i
F.H.
SSYH SANITARY SEWER i ! ! a$
MANHOLE ; L--------------
i
QE -(}- SET IRON PIPE (SIP)
i
J
IT EX IRON PIPE (EIP) i �-i
EX. Us PYC MTB111E
R.C.P. REINFORCED CON. PIPE ¢d.H. 1 - - - - - - - - - - - - - - - - - - - - ----- - - - - - - -
G
CONCRETE
N 3N.2 n PROPOSED GRADE
.................
_�- OVERHEAD POWERLINE �:r. ....................................................
a�
w -�..................
--.........--•-•......................
SON STREET
1PY)RD �` ►
® HATER METER 'S� -�.'"- DAW
EX. LIGHT POLE
D4 WATER VALVES
VICINITY MAP
EX. GUY WIRE PROVIDE DROP ( 8 f PUBLIC R / W
INLET CASTINGS
N. T. S. i OVER EX. CATCH INSTALL SILT FENCE SSMH EX 12' SERA
® GAS VALVE BASIN IN CITY EXISTING AT EDGE OF SIDEWALK
36' "'� PROVIDE NEW
O POWER POLE CITY STANDARD PROVIDE NEW CURB & NAIN� WHERE SHOWN.
DRIVEWAY '
TOTAL LOT AREA ----------------1.80 AC.
DRIVEWAY APPROACH GUTTER TO MATCH EX. (TYP. )
--0-- SET P.K. NAIL
IMPERVIOUS AREA (PARKING) ---------0.909 AC. ��►
(SIDEWALKS) ---------
0-057 AC. NFV NOT FIELD VERIFIED ` ---------------
>- O PROP. LIGHT EXCB e , . .. !C
(BUILDINGS) ---------0.257 AC.
x 87 . N 00"E 30.00 . i
TOTAL IMPERVIOUS --L223 AC. -".•....... "" 1a STREET Y
------- YARD ITYP•)
: -G �-�ak .• �X. CONC. WALK ' _ _.. - -
3 _ ---- - - -- --
EXtT RICRr •""...- ; REST
ENWANCE
IMPERVIOUS --- - - „ (1st(M ilalrx2') -- -- - -39.1rc i
_ 67.9 i1 1bN RXDT "3'R Y [ - --- - �- _ ^z
--------------- PYLON 5 SIGN__ - 1. )C _ ti; t > ti; �"• m
PERVIOUS PARKING --------------- 0.049 AC. - i _ - -- ---- eo Mor C63
NO. OF PARKING SPACES REQ'D. ------- 50 ; • ( m M OnfR sloe 5 t e 0. 7. < j ., I .1 I > } '„:_ +' l;1 i t w i
L8! 3 1 (1'X2') . } } 1.�iA $P'..) 1 (' -..( t r< < t < rQ < r
NO. OF PARKING SPACES SHOWN -------62 ; - M. rt 4 PVC
Cd6YlT
ZONING ----------------------- 1&0, CB I i { 25, In?.1 12LF 15"
I
1 . 0% ••�� RCP 25tR 3e.5T PERVIOUS PAdING 20� i M,�
:N .o.:3% >a, n '1 'R CONC. TURF STONE ^ j mm
4v H 40 PVC OR AS APPROVED BY G
is is a OWNER'S REP..
SITE DATA 3Ns 1t 4,M sPtu an (ITr.) Q N D AINNL I T • PAINTED 39.t tc
[sLr1ro
JT 25•R
cr
PROPOSED Fes+--•I
I 3 r 3N.! TC i R I SIR z a 1'R �j GAS T
i t'R sd ` - 25'R SERVICE
! ^0 8 RX9T 9' t4 SP 4` C.O. a !
! g � O�SIGN 8.5' TYP °' G 2
3 cs i
w ti1LK (T1v.) 3 tc U " : ��..--��---•.ii `� i
! •o x L4 - a. 5 R []. .• \P at � - 39.8 fC N ram, t`y►
mw v 140.33'.- E
N I
CONDENSATE .4 3 1.
J ¢i
i a DRAIN 0NES
DRAINAGE STRUCTURE SCHEDULE W2 ••' .. J �� _; 't ' Cfl !
#ROY I DE ,,,,,� �g T-I
CB1 HOOD EL. 37.8 INV•35.03 ; a o¢ m I �,� r9ADtNc (/1fW1( " g, `� 1
CB2 HOOD EL. 37.5 I NV. 34. 99 1 'ot- ` 9' oPROPOSED 1 © + ix
CONTRACTOR
i
CBS HOOD EL. 37.5 INV. 34.88 ! a� ::::: ::::::::.-- a IO.I 1 Of t Dt atn •i MEtE ;
CB4 HOOD EL. 37.4 INV. 34. 71 ! �---� `'� , ECKRDBLOG. sn c ;
1 STORY MASON
PROVIDE NEW
1 6 I
CB5 WOOD EL. 37.5 INV.34. 60 coeftRM nrH
I M 26'
� te.s . .. FINISH FLOOR @ 40.50 E�tEV• - : 40. rc d ENCSLOSRIIRE�
CB6 HOOD EL. 38.2 INV.35. 94 ; a N 18;s' ARCRITECTtW
CB7 HOOD EL. 38.5 INV.35.81 j 38' 0.6 PLANS
JBl RIM 38. 75 INV. i 1 i � _ i
4' PVC R
JB2 RIM 38. 75 INY. 34 . 38 ; p;
cant
11a(t ...
4 4a9wtT "•. :•7..... 40.3 n A r 3N.1 TC
Rmf 5 elj6 i
ITW sI9N i
! S' C84
WAY 39.0 1'R
r, It'lq•SLY SIGN C 1 . �w- '• x !
25' IMI a �� '� • 'j9 �` ;
i 0': ST e n i
T SVill ITT.) E n � PAW. 4 R
NTNANCE 20LF �� w
1 ( 38LF 18"RCP �__ ___�__- w 40 TC ' ' z "• " �a
40.3% a i
• l 1s"0.3 ' - 2.Ox o.3x J82 e� WLL <Q
7 F
2x JB1 -�- ---2 8 2, 57. Cel o�> i
•f
!. ,� 14 LF 1 :CL u0 I
102'R
I TIC
16LF 15" RCP Q 0.3%-
34. - PY(-ON 516N ,-
1 �� N GIN • L L IN�. 35.33
• ItiP
NFV ! 1
! N SEASIDE SJUSCREENS PROVIDE SILT FENCE
i • SEASIDE ►7 L11 O NTIRE PERIMETER ;
�MV�pTE R Y I S IDESCRIPTION
O N S
! 1. / 4 A PER TRC
NOTES i mW _ / / { / / LOT8 E C E 1 V E ■ RIN CAROLINA ENVIRONMENTAL AL /11 9 ATM L
T 4 8/99 AS PER CITY
7. ALL EXISTING BUILDINGS AND PAF[NG TO 8E REMOVED i _ 11 /� 1 WI OF W TER ISSIO Y S PER CK RD
1. FIELD SURVEY CONDUCTED 1/98. IN ACCORDANCE WITH DEMOL[TI©M PLAN. 11 01� • ND T /v
2. REFERENCE DEED BOOK 1600. PAGE 466 (LOT 1) B. WATER AND SEWER $EEVICES PROVIDED BY THE CITY 4 wl Ii �� JUL 131998 f45�P itcr18 .. l� TLL 6121M FLOW PREVENTION
OF WILMINGTON. +1 DRN
AND BOOK 509, PAGE NO (LOT MIDI BOOK 1066, 1, 1 LEWIS
PAGE 234 (LOT WAND DEED BOOK 719, PAGE 168 (LOT 4) 9. ALL UTILITIES SHALL BE UNDERGROUND. i �� i i �, 134• p t ems.L.
OF THE NEW HANOVEA COUNTY REGISTRY 10. DIMENSIONS AND RADII SHOWN AN TO BACK OF CURB. ; ooc Pflod n -- OS3 ---- Ran ON pow Nn�BG&�331
11_ ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE �"` 11 S8 °27 00 W 165.00
3. WATER AND SEWER MAIN LOCATIONS AS GIVEN i 'I- 11 L,-----------------" -------
CITY OF WILMINGTON STANDARDS AND SPECIFICATIONS MANUAL. 1 f1 STORMWATER DETENT[ON PLAN
BY THE CITY OF WILMINGTON. a� SITE GRADING AND U ILIT ES PLAN .
4. BENCH MARK GIVEN AS "NCGS PEPSI" LOCATED 12- NR�4 LANDSCAPING TO 9 IN ACCORD E WITH APPROVED i - "� DETENTION POND T 0 B E LOCATED
./• 250 NORTH WEST OF RAILROAD CROSSING. LANDSCAPE PLAN AS REQUIRED IOR TO ISSUANCE of ; tr I N A ACCESS/DRAINAGE EASEMENT _
APPROXIMATELY 2.35 MILES FROM INTERSECTION : p' N �Aa•�„NNe
OCCUPANCY PERMIT. L`' CA ti. ►a.SOX 4aa cua+MYot.naAu. s ww 3wws
OF OLEANDER AND COLLEGE ROAD IN WESTERN ;
13, EROSION CONTROL PERMIT REQUIRD PRIOR TO ANY c �.•dtY►�. RO .,
RIGHT OF WAY OF OLEANDER. ; OAR ECIFERD STORE 2188R
LAND-DISTURBING ACTIVITY. EE�+'p`"�y �,
5. "NCGS PEPSI" ELEVATION GIVEN TO BE 36.65. M.S.L. 14. CITY AND STATE STORM#ATBR FRtMITS ARE REQUIRED. i ? 4! ' WILMINGTON TOWNSHIP, CITY OF WILMINGTON, NORTH CAROLINA
6. AREA DETERMINED BY COORDINATE COMPUTATION METHOD. I& EXISTING BROKEN SIDEWALK SHILL BE REPLACED BY SITE; a Ste' = OWNER: ZIMMER DEVELOPMENT COMPANY DESIGNED: JHF
WORK CONTRACTOR. Ex 20843
I& SITE LIGHTING SHALL BE DIREC11bNAL AWAY FROM R/W. F.H.
17. CITY SIGN PERMIT REQUIRED. ec QIN •• g`� ADDRESS 11t PRINCESS STREET
! $ �, t •N......•'�y�`: WILMINGTON. NC 28401 DRAWN: TLL
h! P ` PHONE: [phone]
18. CITY TREE PRESERVATION REQUIRED. ; '•.,,���FENZ1���.•` APPROVED: JHF
19. NCDOT DRIVEWAY PERMIT AND WROACHMENTS REQUIRED. 20 10 0 20 40
20. UTILITY CONTRACTOR SHALL PROVIDE BACKFLOW PREVENTION
IN ACCORDANCE WITH THE CITY OF WILMINGTON SPECIFICATIONS. - ----- --- AA STROUD ENGINEERING, P.A. DATE: 3/16/98
PROJECT NO. : PW - 134 21- THERE ARE NO WELANDS LOCAT80 ON THIS PROPERTY. 11' = 20' ---- -
GRAPHIC SCALE: H. FENTRE S. JR. PE 2 4
DRAWING NO. : C:/TLL/DG/PW134/ECKERD.DGN 39b1 A MARKET STREET SCALE: 1 " = 20'
_____�,�3 _t�________ � WILMINGTON. NORTH CAROLINA 28403
CATEp [phone] SHEET 2 OF 6
1

LEGEND
j !
DI DROP INLET i
CB CATCH BASIN H.
SSMH SANITARY SEWER I
MANHOLEIT �Fa SET IRON PIPE (SIP) D ---
'POFq �- i i
-� EX. IRON PIPE (EIP) -----------------------------------
EX. t2 PYC UTERI
R.C.P. REINFORCED CON. PIPE
0 CONCRETE '
1 3a.2 rc PROPOSED GRADE
_ ........ . .......�......
a BLvo• OVERHEAD POWERLINE
_ 1PrtRD ------► .... STREET
WATER METER SSMH DAW
SON
/J?li
LIGHT POLE
VICINITY MAP ( 801 PUBLIC R / W )
D4 WATER VALVES PROVIDE DROP
INLET CASTINGS _--•,--,-.
N . T . S. --- EX GUY WIRE OVER Ex. ATCH ExtsnNc : SS EX. 12" SE p _..........
36' BASIN 'N CITY PROVIDE NEW 4" GAS
72 GAS VALVE DRIVEWAY MAIN
\ CITY DRIVEWAYNDAPPROACH AB0.0273AC. GUTTER ETOEMATCHBEX• ITYP. +
- - - - �' POWER POLE \ C-0.85
TOTAL LOT AREA - - - - 180 AC
IMPERVIOUS AREA (PARKING) -- - - ---- 0.909 AC SET P V. NA:1 j
-
(SiDEWALKS) _ 0057 A('
0257 AC. ti+ T HELD VEFI , ED -- --- .5T N87< Z 40101 1
B1 (LUINGS - - _ -- l 7 a. + \
TOTAL IMPERVIOUS - - - -- - 1223 AC --- -. - - ----� -G
.330. 0
F x Cg< BUFFERYARD t Tr 9.1 Ic -- -_ -:f NC . NAI.h, tp
36 - - -- - - - - - - 39.i It
iMPERVIOUS - - - _ 679 3 h PYLON
R
PERYl01 PARKING - - - 0 049 AC 36LFT7 --"
NO OF PARKING SPACES REQ"D - 50 a i zo'R 3e.z tt 1 0y CB3 @ 0. 3�
NO OF PARKING SPACES SHOWN 61 $' - I CB3 , F t5" J m c4, . t I ivl etc I j Qxw
ZONING - - - - - - - -- -- -- - - -- - MO, CB I i A-0.10 AC. I R e 0. 3y ;. c 39.6iC IJ
zpR
` C-0.8 5`R PERVIOUS PAYING =s
I TC SPILL O1R8 I TYP.I 5 R 5 C 3' R
� T G
t
4 SCH 40 PVC CBI I W ! arz
W $S CONDENSATE
I DRAIN LINE A-0,033AC•
.d, SITE DATA �,I I 38.9 iC 38,9 TC 1 `� C-0.85 N 39.9 TC 39.2 TC w �I
6- a' 5,R I .. .. OPOSED
1 R I
st CAS T
3� SERVICE
CB4
X ko
i i i Tll f 11 •moxw 14 8 N I 5'R •a `-PILIAA ItYP•J
,4 S 10 41IOE f,( ALTE b.l,oT.Cs is G
C-0.9 d4
a 140'
nu CONDENSATE
a
b• iC3,92.8 nN
DRAIN LINES
Z FG ,waoz
� �
o t` PROVIDE NEW
�--1
p•,�
i
ww
1- ov LOADINGK
i 0� ...
�w PROPOSED
39.8 FG 12' o; CONTRACTOR j
' ..-.. ,9`: a'- a;r, TO VERIFY
du . r
�f E C K E RD �'} TC 50.5' EDGE OF BUILDING T+ 2" AFTER I
OF CURB
. T O BACK
- 1 STORY MASONARY BLDG. : 4o.s rG PRov1DE .
II 26 18.5' 26, 18.5' FINISH FLOOR @ 40. 50 E'tIv ,D.3 TC OCONF IRNRMiTH
ARCHI TECTUAL a PLANS j
CB6 40.1 u i
'`• A.0.45r AC. ,o.s a 3'R
• 39.5 TC 38.1 TC
C 0. 0 j
95 38.2 TC
PROP.. 40.3 25
77.4 TC - CB6
`
CB4 51R 3'R 4o.5 TC 40.5 TC ��`g0 M 19'R
0
I � 3 a ❑
I O: �. I 40.t iC 40.5 TC b I
6> II 5'R (� PROP. 4 SEWER SERV I
SPILL aRs IT14.) CB5 40.3 Tc CONCRETE FLUME
, R `\� • � _ _ _ _ _ CB7
A�
40 4 TC
-A-0. 20LF C4AC. cm
JB2 3h39 C-0.95 �oQ4 5RCP 2. 0C- . r -085 w�.@0. CP
��F15 9.3 T
37. TIC 2y C �
a's
ji
i 142LF 15 RCP ¢ 0. m--n
;o 102'R 38.2 FG I36.T TC n-��
I j N X 40.11 TC /0.1 TC - - ._ - _ 71.5 TC
N - - -- - - - - - - i
;I 16LF 15" RCP @ 0. 37.
INY. 4. FES - - - - - PYLON 516N
36.7 TC
INV. 35. 33 S87° 27`00"W 165. 00
RIIII bill I
i P .. -.
NFVT
ETENTION PON F hB i
! N SEASIDE SILK SCREENS
i � I REV I S I O N S
NEW OUTLET 33 vDESCRIPTION
- - - - STRUCTURE OVER
NOTES ^OLc € EX. 16" RCP LOT8
IHF 1. 3/24/98 S P T C
mW �
ox
I. FIELD SURVEY CONDUCTED 1/98. 7 ALL EXISTING BUILDINGS AND PAVING TO BE REMOVED i ou
2 REFERENCE DEED BOOK 1600, PAGE 466 (LOT 1) IN ACCORDANCE WITH DEMOLITION PLAN w�
8. WATER AND SEWER SERVICES PROVIDED BY THE CITY I11
I
AND BOOK 509, PAGE 606 (LOT 2), DEED BOOK 1066, OF WILMINGTON z
PAGE 234 (LOT 3) AND DEED BOOK 719, PAGE 168 (LOT 4) . ho-i
OF THE NEW HANOVER COUNTY REGISTRY 9 ALL UTILITIES SHALL BE UNDERGROUND. (X 'll _ _ _ --- -- -- - -
3. WATER AND SEWER MAIN LOCATIONS AS GIVEN 10. UTILITY PIPE SIZES ARE APROXIMATE. THESE W[LL BEI i II S87° 27 00 W 165. 00 _ __ ___
FINALIZED ON THE CONSTRUCTION PLANS. ac=? L
BY THE CiTY OF WILMINGTON.
4 BENCH MARK GIVEN AS "NCGS PEPSI" LOCATED 11. ALL CONSTRUCTION TO BE iN ACCORDANCE WITH THE DRAINAGE AREAS
/ 250' NORTH WEST OF RAILROAD CROSSING. CITY OF WiLMINGTON STANDARDS AND SPECIFICATIONS i
APPROXIMATELY 2.35 MiLES FROM INTERSECTION TECHNICAL MANUAL.
Q OF OLEANDER AND COLLEGE ROAD IN WESTERN 12. LANDSCAPING TO BE IN ACCORDANCE WITH APPROVED
O'' N t"pturt4,"y A
� ZH CAROB°, " P.O.t»x uw.cu^""Tot.nano. 34M ttm 3ccis"t
rn LANDSCAPE PLAN AS REQUIRED PRIOR TO ISSUANCE OF v ==?4E83�`��� RkK%RD STORE 2188R
RIGHT OF WAY OF OLEANDER. OCCUPANCY PERMIT. r O G t 9 WILYiNGTON TOWNSHIP, CITY OF WILl1INGTON, NORTH CAROLINA
1 5. "NCGS PEPSI" ELEVATION GIVEN TO BE 36.65. M.S.L. 13. EROSION CONTROL PERMIT REQUIRED PRIOR TO ANYSEAL
r¢Q �
319
6. AREA DETERMINED BY COORDINATE COMPUTATION METHOD. LAND DISTURBING ACTIVITY
14, CITY AND STATE STORMWATER PERMITS ARE REQUIRED. Ex. 20643 OWNER ZIMMER DEVELOPMENT COMPANY DESIGNED: JHF
•• 15 EXISTING BROKEN SIDEWALK SHALL BE REPLACED BY SITE !. $.H. ADDRESS: 111 PRINCESS STREET DRAWN: TLL
WORK CONTRACTOR. WiLMINGTON• NC 28401
Z 16. SITE LIGHTING SHALL BE DIRECTIONAL AWAY FROM R/W. PHONE: (910) 763-4669 APPROVED: JHF
17, CITY SIGN PERMIT REQUIRED 20 10 0 20 40
18, CITY TREE PRESERVATION REQUIRED. ��' '_�
19. NCDOT DRIVEWAY PERMIT AND ENCROACHMENTS REQUIRED. I J AASTROUD ENGINEERING, P.A. DATE: 3/16/98
PROJECT NO. : PW - 134 1 " = 20` ---- ---
GRAPHIC SCALE: N. IENiRES$. R. PE 2064
DRAWING N0. : C:/TLL/DG/PW134/ECKERD.DGN -- \1p� WIL A MARKTON. N STREET sca�E: i " = 20'
__ l -_1� � WiLMINGTON. NORTH CAR�INA 28403
DATED 1910) 815-0775 SHEET 2A OF 6
_ 1

L 10' WIDTH VEGETATE DEWEY
Ih CHI 2001N 2001 5" PLASTIC
AND HOOD. GRATE DRAIN TILE NOTE:
SLOPE =1 4' PER F T. MAINTAIN & FRAME. W/SOCK. SEAL TOP. DRAIN TILE TO BE REMOVED
NON-
SHRINK GROUTE SEALEOJUSTHPRIOR
TO PLACEMENT OF PAVEMENT.
2" I -2 3%30. 5
3 FINISH GRADE -- -_ �1N
6" PAVEMENT CABC
V. ° o°0 8 o p0 �P0
45' 6° PARKING LOT PROVIDE STANDARD 8„ 24 0� 8� e�pU o Q pF G
OUTLET 6' WIDE EXCELSIOR FIBER
4 4000 PSI MAT. TACKED ON GRADE - - - - - - - -- °q�, oo, NO. 57
v AND THEN SEED AS PER o o 11* 1CONCRETE POOL � STONE �� o SEEDING SCHEDULE 3^ g STEPS L+ 14" O.C.BOXES S6 " CABCJBEGIN SHELF -- - - - °eo %% OVER 3FOR LL6" DEEP.
THICKENED EDGE WALK VEG. SHELF 8T .
& PAVEMENT SECTION 30. 5 INV. CONCRETE HANDICAP RAMP
3' - 10" DETAIL
NOTE : MATERIALS AND CONSTRUCTION SHALL 26' B/B NOTE:
CONFORM TO SECTION 848 OF THE NCDOT 2 DETENTION POND SECTION MODIFIED INTERIOR DIM. = 24" X 36"
STANDARD SPECIFICATION FOR ROADS 0 00 ° VALLEY
STRUCTURES . 0 o o 0 GUTTER
� a
TYPICAL CATCH BASIN PR VATE - DRIVE
'o°° 0 2 "-3 " COARSE SIDEWALK A SIDEWALK OR
6.. 5' S0. ( TYP ) 0 0 oeo° AGGREGATE B SECTION g SIDEWALK AREA
1 /2 RAD.
ao 6" DEPTH
3" RAD. 50 ° 0°° 0°8 o PLAZA ,EXPANSION JOINT 1/3I
° •e.. , SLOPE 1 /8 " RAD. A 1 i A 0 . 8 °� `�I ORIVEWAYAPRON\ 1 PLAZA
H O i1
0aa O; CURB RETURN
N C O • ° ° • D 1, STEEL OR 1 / ° � 0 O ° °L
e e e n < WOOD POST ; o oo° o o 1
E� ° 4 -o B ' -o" cuRB
C ' R IGHTONURN JOINT OUTI /2 ' EXPANSION JOINT 1/2"
WIREO q A 1 -6
24 _I FABRIC i STORM DRAIN o 0 0
--- _1 EXISTING ROAD PIPE o� o O EXPANSION JOINT 1/2'A 5' ( 1 .5m) MIN. RESIDENTIAL
SPILL GUTTER DETAIL (24 " ) ___�Q � c L Ass B " 13' (4.0m) MIN. OTHER FINISH PLAZA
PAVEMENT
R I P R A P PLAN GRADE
PLAN VIEW CONSTRUCTION ENTRANCE DETAIL - 1 /4 PER 1 ' -o "
a - d50 t0. 1FT. °Oo 0' -6 " , „ MIN „
FLAIRED END / o °o ° O(RIPRAPS stzE�o °0 5 ' 12 -0 VARIABLE 1 -6 VARIABLE
SECTION 1 �o o I' ,,
6' 1 8 "' 3000 PSI , 2 ' ° 4 o O o 0 0 0' -6 " o -2 J' B 8 2•
1�2' RAD CONCRETE PLAN VIEW CONCRETE 0 ' -6 " ',,PER
TYP. ! FINISH TOP OF BANK EXPANSION JOINT 1 ' 0"
GRADE r -
3 " RAD. " RAD. WIRE FABRIC r 1 . ._. _ _. .__._ 5 SECTION B-B SECTION A-A
I I EROSION 36" HEIGHT EXCEPT PIPE
p _ B CONTROL AROUND INLETS. FLOW LINE
12 "
> °
FABRIC B ' - o" MAXIMUM ' STANDARD DRIVEWAY DETAIL
1 . 5 ' MAX. HEIGHT TYPICAL SPACING 8' - 0" CLASS '"B" 111II®11®Il®I
° 77 - ( AT INLETS ONLY ) RIP RAPI FILTER FABRIC
° ° ° TO ALLOW FOR
WITH ; OVERFLOW.
EARTH - 1 ' -O" SECTION A-A
24 ' TYPICAL f_; ; _ ; RIP RAP APRON DETAIL R NCONIC. 6 " DIBOLLARL
STANDARD CURB & GUTTER (24" ) i 1ND.
L�T i i I L T E N MIN. 6 REINF . CONC. LOADING SLAB ON GRADE
1 I INLET I 1 DOCK SLAB ON GRADE FILLED W/ CONCRETE ,
CATCH W/BROOM FINISH PROVIDE PLASTIC
BASIN ; ; 1 0 3' MIN.
BURL' SLEEVE
GRADE VARIES
• 10' -0" BY HEFCO
I I n A A I I
1 1 I I I I 3� „ HM. DOOR
NOTE : I I ANGLE i X 1 X 16 PAVEMENT VARIES
12' -0" THRESHOLD O
LATCHull CHAIN LINK FENCE GATES 7YP. SILT FENCE SECT. ) SEE SECTION A-A FOF� I 1 BY MASONRY OPNG.
HARDWARE WITH P. V. C. SLATS MOUNT TYPICAL SILT FENCE TEMPORARY SEEDING SCHEDULE 3 „ 2' RISE MAX. a SEE CIVIL
GATES ON 6" GALV. FENCE SECTION A -A ' INSTALLATION. EARLY SPRING/CATS �UYYSR W/ ( All B D X 2 L ENGINEERING SITE
Seeding Mixture ANCHOR BOLTS A. D. A. RAMP
POSTS
AS/ ALL REOUIREOHARDWARE TYPICAL SILT FENCE DETAILS PLANS FOR GRADES
TYPICAL POST SPACING SpeCiee Rd+e /ocre)
German Millet Alo I FT SLOPE 3 # 5 SLOPES.
4
C MU WALL In the Piedmont and Mountains. o sm' I-s+emwed CONT.
PAINT TO
o CONCRETE TURF sudan:oss may be subsatituted at o rate of solb./ogre. EXPANSION JOINT
MATCH FIN-5 Seeding Dotes v
STONE PAVERS 10 -4
ao Mountains - Moy 15 - AUG. 15
AS APPROVED 6"' COMPACTED Pieamgnt - way 1 - Aug 1
ASPHALT BY OWNER' S REP. ov v,o v ,0 v,o v o °v ( 100% MODIFIED Coastal Plain - Apr. . 1 - Aug. 15 D
T. o v o v o o PROCTOR ) GRANULAR Solt Admendsents
v vo °a w�ommar act i one of so i I tests or app I y 2.000 1 b/acre ground LOADING DOCK DETAIL 2 0
PAVEMENT vo w o v o , vo v ( SAND ) BASE COURSE 2' 2' agricultural I i batons and 750 ID/acre 10-10-10 fern izer. "
1. ' cu4) REBAR TRASH -
rin In
GRATE - 6 INCH SPACING '
o POURED : : : : : : - : : : : : : : : : : : Apply 4.000 Ib.ocre straw. Anchor straw by tacking with asphalt, netting.
CONCRETE : : : : : : - : : : : : : : : : : : : : : : : ; : : : : ' : : : : : : ' . TOP OF OUTLET u°resa aalahmulch°fringnor of toA disk with blades set nearly straight can be
. . . . . . . . . . . . . . . . . . . . . . .
FOOTING COMPACTED ( 957. MODIFIED • • • • • • • • • • • • • • • • • • • • • • • • � � � � • � � � � • • • • • • � • • • • • • ' • ' STRUCTURE AT
37.15 FT. ELEV. 1 I '
ELEVATION PROCTOR ) SUB-BASE - e ertilize if growth is not fully odsaudte. Reseed, referti i ;ze and mulch
1 -0 TRASH DUMPSTER P Inmeal ate Iy f a I lowing erosion o- other damage.
OVERFLOW SLOT 1 �:: _ �_- Ex.,Z• RG ,M STORMWATER
3Nv. ° �\ 1 C1opM SystE COVERED WITHCEMENT RCP
PERVIOUS PAVEMENT SECTION 35.60 FT. ELEV. 2 CEMENT
1 -0 41r. PVC PIPE AT i 1 PLASTER. E C E I V E
SEEDING SCHEDULE p
CONCRETE WASH REVERSE GRADE 4.CEP �, AT SLED BED PREPARATION
t " HOLE DRILLED 1 34.5 FT. ELEV. LIME-----------------------90 Ibs/1000 SF D
O O U BLOCK + 1 BAR u 5 CONT. IN Alin. CAP 1 1 10-10-10-------------------25 IbS/1000 SF JUL 131998
Q 1 10-20-10------------------12 Ibs/1000 SF
1 L I STRAW MULCH-(AFTER SEEDING) 90 Ibs/1000 SF PROJ# D E M
VERTICAL BARS # 5 @ 24' ,, I ASPHALT TACK--------200 GAL/TON OF MULCH -------
VERTICAL ,. :�!• j 3000 PSI
3 - 6" DIA. BOLLARDS GROUT SOLID I' ,` �411.4 1 CONCRETE 3 SENDING MIXTURE
8" DIA STEEL PIPE BOLLARD. I _' FEBRUARY t - APRtI 30)
�- FOOTING
L_ _�`r i TALL FESCUE--------- 1 .2 Ibs/1000 SF R E V I S I 0 N S
FILLED W/ CONCRETE. BOTTOM ELEV. PENSACOLA BAHIAGRASS-------0.25 Ib$1000 SF
PROVIDE PLASTIC SLEEVE o I - '' a 31.0 ELEV. KOREAN OR KOBE LESPEDEZA (SCARIFIED)-----1 .2 Ibs/1000 SF ,PAINT BOTH SIDES l 4/9/96
BY HEFCO o DRIVE AISLE �` (MAY 1 - AUGUST 31 ) 1t ADD P . SEC.
TALL FESCUE---------------1 .2 Ibs/1000 SF BRICK PLUG - TILL /13 E L. LrVIT
co e " C.M. U. RELEASE STRUCTURE SF
KEEPING OREAN OR KOBE ALESPEDEZA (s ARIFIEDS/10001 .2 Ibs/1000 SF END OF RCP DETAIL
Q , •38. 2 Q Q BROWNTOP MILLET-------------0.6 Ibs/10DO SF
FE X (SEPTEMBER 1 - JANUARY 31 )
6" THICK SLAB W/6" X 6" / TALL FESCUE-----------------1.4 IDs/1000 SF
2 ' R /' 5 ' R KOREAN OR KOBE LESPEDEZA (SCARIFIED)-----1 .4 Ibs/1000 SF
• / Q 24 ' STANDARD CURB RYE (GRAIN)------------------0.6 IDs/1000 SF
^J\- /� 8 GUTTER ( SEE DETAIL ) FOR SLOPES 2:1 OR STEEPER ADD 30 IDs./AC SERICEA
01 2 BAR # 5 CONT. / ° TEMPORARY SEEDING SCHEDULE LESPEDEZA AND 15 IDs. WEEPING LOVEGRASS DETAILS
EARLY FALL ,,,,ttputtptttt'
/ CARoZ
° ° 0. 5=w+ 2 �- 0. 5, Seeding Mixture p`Q•(�......... �'• _
° / ° • Species Rate l I b/ocre 1 :`w Qt r�(�88/p�'•.�9 w'y r.o.ebx .ew.ttEMwATCR,nao. 346111. (11110)>w ss°s
° Q 0 51
Rye (grain) 120 ECKERD STORE 2188R
WALL SECTION AT l ° ° WILMINGTON TOWNSHIP, CITY OF WILMINGTON, NORTH CAROLINA
PLAN Seeding Dotes
DUMPSTER ENCLOSURE PROVIDE 37. 6 a ^ a ° a ' Mountains - Aug. 15 - Dec. 15 �_, 20g43 t'
DUMPSTER ENCLOSURE FE ° ° ° ° ' coos+al Plain d Peidmont - Aug. 1 -Dec. 1s - 9�ti �Q c� OWNER( ZIMMER DEVELOPMENT COMPANY DESIGNED: JHF
RIP RAP A %, FSN(iIN�• �0
Soil AdmenMlenta '. �� 111 PRINCESS STREET
APRON AS SECTION AA 1ol"Twrec 3ations of soil tests or apply 2.000 ID/acre pound 4�° y, FE�(Q`�,. ADDRESS DRAWN: TLL
PER DETAIL CONCRETE FLUME agricultural limestone and 1.000 Ib/acre 10-10-10 fertilizer. •., ,,� WILMINGTON, NC 28402
DUMPSTER PAD DETAIL DETAIL PHONE (91oi 763-4669
Mulch
� 4.00o Ib.ocre straw. Anchor straw by tacking with asphalt. netting, APPROVED: JHF
or a mulch anchoring +act. A disk with blades set nearly straight can be
N. T. S. used as a mich anchoring tool. DATE:
Ma Intenonce
e r er98
t111ze damaged oreas I.... lately. Topdress with 50 Ib/ _ AASTROUD ENGINEERING, P.A.
PW - 134 open y eMcrory cover j FENTRESS, JR. PE 20 / /
PROJECT NO• : GRAPHIC SCALE: acre of June
n March. if rt e necessary to extend t
Beyond June 1 overseed with SOIb/ocre Kobe (Plsdmont and coastal Plain) SCALE:
DRAWING N0. : C: /TLL/DG/PW134/ECKDETAL. DGN or Korean [Mountains) lespedezo In late February or early March. -I 1 QQ GREEN COMMERCE NORTH
CAR
1 ����.v GREENVILLE. NORTH CAROLINA 27858
111111
DATED (919) 756-9352 SHEET 6 OF 6