SW8990406_APPROVED PLANS_19990621 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 04 06
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
P q l 0 b 21
YYYYMMDD

F GENERAL NOTES a
\\ BENCHMA EL=22.60" \ rn
TOP OF R ECU W/ DISK\ 1. ZONING: LOW DENSITY COMMERCIAL n o-
` PROVIDED BY: .EROLD W. LEWIs 2. LOT AREA = 213.565 SF - 4.90 AC 3 N
E v=7s a1 \ PLsgzsa9 \ 3. SURVEY DATA FROM SURVEY BY JEROLD = � �? ~ � v
. x21.74 2/16/99 F Y x Z 1;2
W. LEWIS FOR PHILLIPS NURSERY, UNDATED. 0 ,t co_ w m
in
�.^ \ \ 4. NO EXISTING OR PROPOSED WETLANDS. Y o o t o
Q •` I \ BUILDING DATA -w 7 U n
a Tv
«
n \ �� F RESTAURANT (070� Z464 SF rn Y
z21.670 PP -
CONVENIENCE STORE (030%) 1,056 SF ti
STORAGE AREA 400 SF Z
y) TOTAL BUILDING AREA 3,920 SF
PARKING DATA
INv=18.0a� I RESTAURANT: 36 SEATS
(1 SPACE PER 3 SEATS) 12 SPACES �� a
+ ' 21.53x Q I CONVENIENCE STORE: 1,056 SF
\ (1 SPACE PER 150 SF) 8 SPACES 'Cid
EMPLOYEE PARKING: 6 EMPLOYEES
1 SPACE PER 2 EMPLOYEES 3 SPACES tow
r'' \ PROP. 65 18 RCP TOTAL SPACES REQUIRED ) 23 SPACES
2"' o W/ 1.5 CY`�LASS "A" TOTAL SPACES PROVIDED 29 SPACES
RIP RAP O EACH END.
SEE OPEN FFCUT 3 DETAIL
EETIMPERVIOUS SURFACES
v9
k21.44 ROOFS (BLDG. & CANOPIES) - 12,895 SF j
ai T*PROP. \ I CONCRETE DRIVES = 25,400 SF O a
\ � VNV.=17.60 1' CONCRETE SIDEWALKS = 1 120 SF WW
'L i SWALE 29 O Z 6l 8l ' O ; PROP. +
/ 2-00 r O R3 28 T �� OZ INV.=1815 \ 50 t ASPHALT DRIVES &PARKING 40,570 5F z
EX. `L S GRAVEL DRIVES & PARKING = 18,870 SF C7
J5• PROP. 6�' OF 12. jINOV_ _1 r r �\�5 R5 R5 27 . _ PR _ I z
RCP W/ FES- �7Am
x21.61 ` l INV. 17.65 FIELD VERIFY TOTAL 98,
Jp VACUUM & AIR i. = 855 SF W
/(.5 CY CLAD - CZ` AREA IN 7'x6' pR -
Ex. DROP RIP OEND " Z PROP. 9 OF PERCENT IMPERVIOUS = 46.29X
CH
r $`� xp; ISLAND O►nDE BU 1g 1$• �. \\ ( / PROP. INVERT
INLET �� A ,_�ERtIY 18 2 12 RCP W m,4.Im {
INv=1713 td' �'. / iO�Q SECnGtT gy G R5 1 \ �,. \ & 1.5' CY o 76' B 75'
V;0�,
R50, 3 fiv s' lQ4G _ `106 " `.. 1 S A RIP
�ROP.` 5 RAP EA�H END°IL 20 � INV.-19.25 8 13 I j 2' CAR I'
/ PLO 2 • 4. F 30 \ m 1 OVERHANG lo3W
PROP. 6 I,
s �.' / J ��� p:'• PROP. 1' CONCRETE.: .. ' :: n . \ '�� PROP. 82' OF 18" r4
0 cq =
c //'PROP. a.xsVW`:so WATER SERVICE SLAB W/. A R $I iN /h \ \ C� W/ FES & of w.4s=I
PROP. �o,. s..a. �Y TE. 8 t a, <v ( OF ZW
/ INV.=19.50 :¢ CANOPY VAULT FLUSH / .r 5'' CY CLASS
r r ABOVE Lu w �� `•, k21.73 RIPmRAP O EACH END ¢ c
`` (U7J Z <
W/ SLAB . �_ a7 V il0a
.78 .-R�Y-t7.ss �. _._ - �•y r'�/ •_ .._ /.j�.l `?5. _. - - p _ •' _ - o, ,,��918r - t- � .1 e'er' PRECAST s� Wo �W4
/ J d J kS yh 7 5 U` cj� \ 3 I CONCRETE 4 u u l
i PROP. °��' 20 186 '( y`� Ci yr o . a� N PRO WHEEL STOP � _
s - - / � - Z Q h . _ _ _ _ 17 \ O ! WHERE SHOWN:A J Z,
9S ° r / SIGN' i ! / / : U �� \ o . i o ti INV. 17.35 ON PLANS w. �
zit / \ 3- o W rru
7 EHNkT S• /�� �J V I W W W
46I01K.3 C
0'tn �y PROP. �^ 3' WHITE
INV.=1815 \ \ STRIPE
n n o Ci
- � R30 �4
/ PAVEMENT EDGE/ 0/ + / I PROP CONC. Y / . �2, W _ 25• R5 o'I_+
Z a. DRIVEWA f RUC -. 2 n �t Q \` I z
8p R5
I °Po ° o .. R186 BLDG 3 j� gs) F. 5 \ `\+ I \
-OVERHANG I w q 2_Z `l\ + ` try C`t r O e f;��� EX. HEADWALL
PROP. CL 1c+ , " �; a�`3��•' e(t;�41���TOAy
d N B �s�n \ ` ,6 PARKING STALL DETAILF
SWALE \ R234 7 i F.FL� •�a /E DET �\ s`., \ \ , `rti ce
C Let \.',� N��, ,\.- \ N.T.S.
c � EX. 5' CONTROLLED DD- - - • R25
VE CAN
ACCESS BARBED -
50
WIRE FENCE TO -d / ` y O N - , E
REMAIN - d. '� ..S h 1• - - N \ 1 ` t8 PROP. 24' OF (2) 12"
PRO SE BUFFERING PROP. ` �',� (PROP. .80 RCP W/ FES &
/ ALON PROPERTY LINE ti C` INV.-18.1 1.5 CY CLASS "A" �
AS RE BY SECTION �5 - R5 Ex Ex. TELEPHONE RIP RAP O END
W 5.104G. SEE IaFJAIL ° INV-16.77 R50 - t PEDESTALS TO
SHEET 3 3. CON Cull -7 5 -L _ BE RELOCATED
Q 7 CE r, xzt.64
Ex. SEPTIC �_\ s, v k, '. SEED tL: :o plE7+lgF 'R5 23 . 1 D ry $ +. APPROVED
TANK WATER .BIB IN \ `' R5 �K/A/G >'. \�'• f1c.. -16.96 NORTH CAROLINA ENVIRONMENTAL V
\• f5 - I MANAGEMENT COMMISSION �
0
VAULT FLUSH, E ? z \ DIVISION OF WATER QUALITY L"M
2
SLAB a k ° ?0' 4 CONCRETE �E� aR� R30 \ \ ?s Da Z4�vN� �{ � �+- z
°0` a k SCREENED BE R ' _ . t1 16 =1 i oa 8toralwuw PamN No
II DUMPSTER PAD
Y h2 ASPHALT I I io e` q0 \ d ROP I. Ali ac
o I i CX. j� n a c' MV 18 4{i PROP. DROP INLET
- I I PPP PR )1? \ �' ° 6 4 l �, 475 k: aN \ USE NCDOT STD. k44
U FRO Sp E EZ R` . R106 f\3 .-: �� 840.19 & 840.24 �_ z
L\NE NOM '1 ° 30" CONIC
NOTE Mpg\�E VALLEY GUTTER to45 04 ry� 402 2 918 \ , REMOVE 21. OF EX. 15" A01
\ RCP AND REPLACE WITH
HANDICAPPED PARKING SIGN SHALL CONFORM W/ 2•_6- 3000 PSI (MIN. rt SEE DETAIL �5,14'10 o _ PROP. SIT OF 18" RCP
CURRENT STATE Nk LOCAL CODES Nk REGULATIONS ) _ I
CONCRETE VALLEY GUTTER f e PROP. 11�" ° a' 2
�-- -' i 1. W/ FES & 1.5 CY CLASS
HANDICAPPED SIGN DETAIL _ PRE a \ w I \'A" RIP RAP O EACH ENDI
NCDOT STANDARD CONCRETE CURB. STD_ NO. 846.01 REV. 8 N. T.S. 8" CONCRETE EHNkT PROP. 12' `ABC - - MAIN d ° SO� ~: ; ; �WYE'A'AY GONG. d �\ �` '
DRIVE TRUCK PARKING s. _ e .Q X. 4' WOOD O 4 52 Cf; 24yMS
TAPER CURBING DOWN FLUSH WITH ASPHALT AT START AND N AREA o Q FENCE TO BED 21 PR , e
P
END OF CURB LINE - `-.... - .... _ --. - - :-: 8" COMPACTED . - C _ - REMOVEQ/ -\` N .5�a
W
k
... .. ... AGGREGATE d -d -,Q ,Q - / ` .' I V 8
CONCRETE CURB DETAIL LINE SPILLWAY W/ FILTER BASE COURSE CP EX. TREE C _ �� �Z 1 PP \` \ � G3t{
COMPACTED EX. 4' BARBED LINE R198 V /
FABPoC Nk CLASS "B" SUEK:RADE ARE FENCE TO
N. T. S. RIP RAP BE REMOVED \ a
TOP OF BERM - 20.00' Z \ r 4 1
18" HOPE RISER PIPE - - `" V` 1 EX. DITCH CL
SPILLWAY ELEV. 19.50' -..- / / `` _��-/ 0. \ Z
WRAPPED N FILTER -- CONCRETE VALLEY GUTTER - - -- _ _ ,- - / \ _!
FABRIC W/ 1 ORIFICE _ - -- x - sZ ` /
N. T. S.
J1 / / \
PIPE FLIER Nk FILTER SEDIMENT 3 INVERT OUT - 18.00 .I� 18.EPRE0.
0-TT-24 Cc PO".D - 17.51 18" HOPE \, R�
i `�� / \ �"` cam,
\ x21 52
FILL W/ CONCRETE INVERT IN - 18.15
TO INVERT w r.i
18" HOPE RISER PPE
VICINITY MAP
�wlf�
lm
CCtX 1MZ
P%P= Comm. i
k7 Pa
POWER POLE
w
WATER LINE
--E--
POWER LINE
v
THRUST BLOCK
--w--
WATER LANE
N
WATER VALVE
-415-
EXISTING CONTOUR
►
FLARED END SECTION
❑ m
CONIC. MONUMENT
-SD -
STORM DRAIN PIPE
efto
CALCULATED POINT
SPOT ELEVATION
0 ow
HUB Lk TACK
ASPHALT PAVING
- - so - - STORM DRAIN
` t
CONCRETE
TREE LINE
COMPACTED ABC
- -x -
- FENCE
-22-
CONTOUR
- _
- SWALE
--­ *-
SILT FENCE
.21.35
SPOT ELEVATION
T
HANDICAP SIGN
GRAPHIC SCALE
a 0- 1S 7D i n
( INFm)
1 inch - 30 IL
FACE OF TURN
DOWN SIDEWALK
12 12
rrl 1 1
1'-0'xt'-60x0.080 ALUMNUMJ
HANDICAPPED PARKING SIGN.
SIGN TO READ 'RESERVED
PARKING• W/ IDENTIRCATION
SYMBOL, BOLTED TO STEEL TUBE
W/ 3/6" CADMIUM PLATED BOLTS,
NUTS, Nk WASHERS. (GS 20-37.6)
ADDITIONAL SIGN MAXIMUM --1
PENALTY SIDI (GS 20-37.6)
WIPE DOWN CURB DETAIL ORAPPRROV ANGLE EQUAL T
N. T.S.
FINISHED GRADE
1/4' RAD l2" RAD
RESERVED
PAM("
E
. III i
µ. ELEV. r' .0 8" .HOLE FILLED
W/ CONCRETE
m
`Zd 4}
s i f EX. TELEPHONE
�A'Qp / / - / �•, p _ '` / PEDESTALS &
Op VAU
lb
1, �� ��,,••��--••YY-- 5' CONTROLLED _ / - - -�K O�
/ !y PROP. DIRECTIONAL / ACCESS BARB k'( h 2
,
WIRE FENC TO-'-/ O-
BORE OF 1" WATER ti
SERVICE. SEE DETAIL t.78 MAIN S 1
/ / f
SHEET 3 OF 3.
o /
/ �, / 1.36 r PROP, tit ti0 PROP. CL OF 370'
/+5� � - {HIV. 18 U F�� GRASSED LINED
y'P 1.3r PR�23' - dF eJ� SWALE W/ 3:1
EDGE SIDE SLOPES
�OF` AVEMENT�_ 18" HDPE W/ PQ� 21
REMOVE 53' OF EX. 18ROP. 90" ELBOW,
r RCP AND REPLACE WITH 1 .-17.80 /FES, & 3 CY �O PROP. OVERFLOW CTURE LANDSCAPE
PROP. 118' OF 18" RCP \ ti (r'LASS 'A// RIP h P SEE STRUDETAIL AREA
/ W/ FES & 1.5 CY CLASS /a r RAP O;f4D - L
/ A RIP RAP *-EACH_ END Y !Z
�O,etil WATER M _ tiC OZ
RPZ VALVE , RdP. NC. ,�jat 6l
� _ •W/ HOT BOX WHEEL STOP .
ey00�� �P n .. SEE DETAIL - ` U7.
"�s - / ti° ti0 . 'r i /PROP. � 4� /-
�� /7 S
pC 20,10 OG ✓\N k2t.58 '' `,r
SPILLWAY 1 1\ 09 , ` �
\ WIDTH VARIES g (.
ELEV. - 19.503 \ "--2/ a"w FORM CURB SECTIONS W/ 1/2' EXPANSION JT. �'•~ ',••
1 s
". OFFICE O EL=18.15' j ` -` of ,8- HOPE
y INVERT IN = 18.15 LINE AY We
BOTTOM OF POND 17.50' 4
FILTER ? LTER FA?40
I
FILL W/ CONCRETE�__7_5`xZVI
ANCHOR RISER PPE TO
TO INVER7 CONCRETE PAD
OVERFLOW AND SPILLWAY DETAIL
N.T.S.
/ c \ EX. INV= 9. 5
15.0' I \ ZOO `, EMERGENCY WRAPPED IN FILTER 0 / �o ?` .'
FABRIC W/ 1 ORIFICE MAX. STORAGE SPILLWAY
ELEV. = 19.50' ELEV. - 19.50' M\r1• / \\ x21.59
AASHTO /4 ROCK
FILTER TO CONCEAL TOP OF BERM cC \
PPE & FLYER SEDiMENT< - - ELEV - 20 00' (\re �• VINES \ \ / / \ o �+ •
V 9 '16 STD CURB FORMS DATE SCALE
2 A
USE CLASS or
RIP RAP IN
SPILLWAY
Slz''f1/4' PER F1. s i tid OVA TER G2/n/w 1._3G.
2' 1-2 ASPPHALT 6" ELEV.r [ N E C E I V E CHECKED: DRAWN:
PROVIDE BUFFERING 4 CONC. SLABBTN
s\ SONG EQDR BYRTY LINE SECTION 6" ABC �� N 6 x 6 10/10 WWF JUN 2 11999 L�J PR pg a
o� 5.104G. SEE DETAIL 9322
\ PHILLIPS NURSERY SHEET 3 OF 3. CAD FILE:
RESIDUAL 36.48 AC PROD # U- Lk4o(o p,322-spi
DB 34• PG 588 TURN DOWN SIDEWALK DETAIL ter.
CALL I N.T.S. \ 1 3

WIDTH VA
DETENTION BASIN DETAIL
MAINTENANCE PLAN
1) 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 REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES
2) SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT REACHES ABOUT 0.5' DEEP
AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
3) ALL SEEDED AREAS WILL BE FERTILIZED. RESEEDED AS NECESSARY. AND MULCHED ACCORDING TO
SPECIFICATIONS N THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
LOCAL SEEDING SCHEDULE
IAg ffif PLANTING RATE
PERMANENT SEEDING SHOULDERS. SIDE DITCHES, k SLOPES (3:1 MAX)
AUG. 15 - NOV. 1 TALL FESCUE 200 LBS/ACRE
NOV. 1 - MAR. 1 TALL FESCUE h 200 LBS/ACRE
ABRUZZI RYE* 25 LBS/ACRE
MAR. 1 - APR 15 TALL FESCUE 200 LBS/ACRE
APR. 15 - JUNE 30 HULLED COMMON BERMUDAGRASS 15 LBS/ACRE
PERMNENT SEEDING SLOPES 2:1 TO 3:1
AUG. 15 - NOV. 1 TALL FESCUE t 200 LBS/ACRE
SERICEA LESPEDEZA 60 TO 70 LBS/ACRE
NOV. 1 -MAR 1 . TALL FESCUE & 200 SERCEA LESPEDEZA 60 TO 70 LESPEDEZA19I
(UNHUMIED t UNSCAPoFlED)
rk ABRUZZI RYE* _ 15 LBS/ACRE
MAR. 1 - JUNE 1 TALL FESCUE & 200 LBS/ACRE
SERICEA LESPEDEZA 40 TO 50 LBS/ACRE
(SCE)
MAR. 15 - JUNE 30 WEEPING LOVEGRASS ✓k
SERICEA LESPEDEZA 40 TO 50 LBS/ACRE
(SCARIFIED)
MAR. 15 - JUNE 30 HULLED COMMON BERMUDAGRASS 15 LEIS/ACRE
& SERICEA LESPEDEZA 40 TO 50 LBS/ACRE
(SCAZIF'IED)
TEMPORARY SEEDING
a1NE 1 - SEPT. i TALL FESCUE & 2DO LRS/ACRE
BROWN MULLET• OR 35 LBS/AC2E
SORGHUM-SUDAN HYBRIDSP 30 LBS/ACRE
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL
INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS.
THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCH. CONDITIONS.
OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE.
• NURSE CROP/TEMPORART SEEDINGS - RESEED ACCORDING TO OPTIMUM SEASON FOR
DESIRED PERMANENT VEGETATION. DO NOT ALLOW TEMPRORARY COVER TO GROW
OVER 12' IN HEIGHT BEFORE MOWING, OTHERWISE FESCUE MAY BE SHADED OUT.
-
x2i.51 / / %/ j l� 2t 10 22.10
SEEDBED PREPARATION
x2i.3Q"//,�
f 6 4I ♦ ` _ �BENCHMAR EL-22.60' 1) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL r DEEP
Ems,' TOP OF R/ ECM W/ DISK OVER ADVERSE SOL CONDITIONS, IF AVAILABLE
PROVIDED BY: JEROLD W. LENS 2) RIP 1HE ENTG2E AREA TO 8� DEPTH.
9qq / i / S /" ✓ / `� Erl/ E V=18.41 \ PLS/2589 3) REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS
x21.74 2/16/99 LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
2� Of Oi x22,Obi / / +� 4) APPLY AGRICULTURAL LIJE. FERMI2ER AND SUPER PHOSPHATE
0 1 2 UNIFORMLY AND MIX WITH SOIL (SEE BELLOW).
r - / /1�j _\ . 5) CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM. REASONABLY
5' CONTROLLED
ACCESS BARB O UNIFORM � IS PREPARED 4 TO 6• DEEP.
/ WIRE FENC TO % �1 IY D 6) SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY
1.78 MAIN ti _ PRE. �,` \ WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
SIGN t� ' 121.67� � MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
81 INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR
O i' ♦ p ♦ RESEEDINGS WITHIN THE PLANTING SEASON. F POSSIBLE F
1.30
PROP ti ♦� PROP. CL OF 370• y/ STRAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING
♦ 2 IIVV. 18 GRASSED LINED N \ ORIGINAL LI/E, FERTILIZER. AND SEEDING RATES.
/gyp♦� i ` ' � 1 31 _ SWALE W/ 3:1 \; & 9) CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT
/-* I` 4 / EX� EDGE PR 23., HOP ♦ SIDE SLOPES a 0, , AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
OF AVEMENI\� 18 HDPL W! / L \ INV=18.04k • APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ACRE (3 TONS/ACRE IN
REMOVE 53' OF EX. 18m: ' ROP. 9(f ELBOW, `
RCP AND REPLACE WITH I =17.80 /FES, & 3 CY PROP. OVERFLOW �DSCAPED � �Y SOILS)
� , . �� FERTILIZER - t.000 Les Aa�E. to-lo-Ta
. / ti STRUCTURE SUPER PHOSPHATE - 500 LBS ACRE. 2OX ANALYSIS
PROP. 118 OF 18 RCP / / E LASS, A/ RIP SEE DETAIL AREA , ,\S 21.53x O MULCH - 2 IONS/ACRE, SMALL GRAN STRAW
W/ FES do 1.5 CY CLASS /' RAP 0F1ID \ ! ANCHOR -ASPHALT EMULSION O 300 GAL/ACRE
/ A RIP RAP *-EACH END / Y " Z ; QCi
`� \ PROP. 65' OF 18' RCP
' PROP. TEMPORARY / -Q z 6! O� ` W/ 1.5 CY CLASS 'Aa
/ , y -ONSTRUPROP. CONC. \ \ ., RIP RAP O EACH END.
P EN77DpZ-
x2l.44i WHEEL STOPL),$L SEE OPEN CUT DETAIL
/ 19 'LO 1�' SEE DETAIL `� BA$//y . \ HEET 3 OF 3
X7' / PROP.
V s. / ♦ ,y0 PROP. Cf VNV.=17.60 i
�. SWALE 29 Z 0 g! 8l I PROP.
ti� ?8 �t INV.-18.15 �.
� 2.00 � ,
�� PROP. OF OF 12' j \ _ .1 �.� �P�F`� ?7 ��_ R �SSD
PR
J / R W/'FES-dc x21.6t J VACUUM de AIR f ��' z_? INY. 17.65
�1.5 "CY CLASS A \ CZ` AREA IN 7'x6' p / / !z POOP. 92' OF FIELD VERIFY
RIP RAP O�END �� ISLAN� �R0-WDE eU / 19 (2 12� RCP W/ PROP. INVERT
EX. DROP
INVINLE 1723 O -'� . / / _ -+��_ �� `_ _ / $EC o7�NG �� ]8 ] - N _\ �,
V' / FE do 1.5 CY
CLA &A* RIP -
�ry' S. ]04G RAP EACH END
Se,F`+sp ii 1, y0 PROP. / \ SILT MAINTAIN
FENCE UNTIL TION OF
INDRIVEWAY
/ k I 2 \ \ V=19.25 p
30 IS STABILIZED
a '
PROP. 82' OF 18'
xa �/�'ROP 5� V� f O • If ` CP W/ FES do
/ tNV.=17.60,-;' PROP. I `� �` 5 CY CLASS -A'
INV.=19.50 I / ` x21.73 R RAP 0 EACH END
A. 17.55 i
22 i 1`
PROP. PRO .
>'o .' " / u/ SIGN �' / tv h a .
: EHRT `cam ry INV. 17.35
I-x22.12 7 j r U� J
" �♦ Y °pPROP. \
CL .0
O INV,=IBIS
i areJim\ ,
.6(M
Ir c
in
_
sn �,
N
y 4)
E
x Z p
m Y N
V >
p o cv
3axN
5 a
It >11
V ut
n �•
� Y
z
C9
z
CIO
V2
tl�
T /w
vL
�
C3
rrO
W
z
�.J
Lh
W
PROP. CONC. 6, a
r f DRIVEWA / '�C 1 c O \ a
TA
- - �a� \ / •LZi 1\F ` - EX. HEADWALL F
/ ry i -��✓ /� PE D
PROP. CL .3+ FE�� a j ,�_ �+/ , / { N RB \ � Z % � N , .6 2
/' swAlE �� F ='Li_711\4� , DIET L Q1 \ +9
CONSTRUCTION SEQUENCE '/ L Ej
1 1 W So O
EX. 5' CONTROLLED 63 MX1 �. F�
ACCESS BARBED i- � •f� 1N - r -.. \ p
/ WIRE FENCE TO / / y \ \ N� is 6 CP 1
REMAIN i- �i• 0% '` 1 PROP. PROP. 24' OF (2) 12- E 1) OBTAIN OBTAIN GRADING PERMIT.
2) FLAG WORK LIMITS
3) HOLD PRECONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO PRO DE BUFFERING \ C9 t PROP. INV.=1 .80 RCP W/S &LA
STARTING CONSTRUCTION. / ALON PROPERTY LINE 6)! ` lNV%.=18.11. 1.5 CY CLASS �A' 1
4) NSTALL SILT FENCE AS FIRST CONSTRUCTION ACTIVITY. AS RE BY SECTION / EX. RIP RAP O END C
�� i U
5) INSTALL CONSTRUCTION ENTRANCE AT PROPOSED ENTRANCE AT U.S 17. 5.104G. SEE DETAIL -� k INV:16.71
CON CURBN N oo z21.64
6) VEGETATE AND MULCH HMMdED1ATELY. f '� SHEET 3 3. SEED IL � a
\ \ ARK! MAINTAIN THIS SECTION OF
7) ROUGH GRADE SITE INSTALL STORM DRAINAGE WITH OUTLET PROTECTION. SYNTHETIC FILTER FABRIC (TYP) \ p lCLE 23 ^�/ 17. x
AS INDICATED ON PLANS. IVG +, �' X`,Ir �16.96 >
8) FINISH ALL SLOPES AS SOON AS ROUGH GRADING IS COMPLETE. LEAVE THE 0. Al SILT FENCE UNTIL DRIVEWAY . F
SURFACE SUGHTLY ROUGHENED AND VEGETATE 3 MULCH IMMEDIATELY. 6' (y \ , \ 2Z 1 \ IS STABILIZED
9) CONSTRUCT (ERECT) BUILDING 40)SP,�NG � 0 PROP. 6
Fi
10) INSTALL SANITARY SEWER LINES 3 WATER LINES. CONCRETE
11) COMPLETE FINAL GRADING FOR PARKING & DRIVE AISLES AND STABILIZE WITH GRAVEL
12) COMPLETE FINAL GRADING OF PLAN AND PERMANENTLY VEGETATE. LANDSCAPE, �� SCREENED _ '1 E ,17.0E v
a MULCH mow ` DUMPSTER PAD ✓� ROP. , \ W
13) PAVE ALL PARKING DRIVE AISLES. \ F r INV=18.40 PROP. DROP INLET P 2
\ USE NCDOT STD. Q
14) AFTER SITE IS STABILIZED. REMOVE ALL TEMPORARY IEASIJRES AND INSTALL n OW � � '' o py
PERMANENT VEGETATION ON DISTURBED AREAS % \ Z / 840.19 & 840.24
15) ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE INSPECTED WEEKLY j w \
AND AFTER RAINFALL EVENTS. NEEDED REPAIRS WILL BE MADE IMMEDIATELY. _ 30 CONC. _
16) ESTIMATED TIME BEFORE FINAL STABLIZATWNt 6 MONTHS. _ VALLEY GUTTER �k� ' \ REMOVE 21 OF EX. 15
ry RCP AND REPLACE WITH q
N4 SEE DETAIL : Z PROP. 97' OF 180 RCP -
COMPACTED 4' WIDE FILL TREN(>L 0 TOF�ENCE EN&T PROP. i2'"ABC \ PROM? 8' CONC.
TO BOTTOM AND OPPOSITE SIDE TRUCK PARKING _ DRIVEWAY I
SILT FENCE DETAIL OF TRENCH ARE,, FENCE o e cAll
1� lJ � REMOVED �
i N.T.S.
NCDOT /5 OR f57 WASHED
1) THIS DETAIL IS APPLICABLE AT ALL POINTS OF INGRESS do EGRESS UNTIL SITE IS STABILIZED.
FREQUENT INSPECTIONS OF THE DEVICE AND TIMELY MAINTENANCE MUST BE PROVIDED.
2) NCDOT #5 OR #57 WASHED STONE SHALL BE USED. ENTRANCE TO BE 501x2ON"'I'D
AT A MINIMUM.
3) TURNING RADIUS MUST BE SUFFICIENT TO AOCOMODATE LARGE TRUCKS IS TO BE PROVIDED.
4) ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION
VEHICLES.
5) ENTRANCE MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACING OF DIRECT
FLOW OF MUD ONTO STREETS PERIODIC TOP DRESSING WITH STONE WILL BE NECESSARY (KEEP
SOME ON SITE).
6) ANY MATERIAL WENCH MAKES IT ONTO THE ROAD MUST BE CLEANED UP IMMEDIATELY.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
N.T.S.
EXTENDED DRY DETENTION
BASIN VEGETATION PLAN
SEEDING MIXTURE
31 F1 $ RATE (Ib/ocT
TALL FESCUE Bo
PENSACOLA BARAGRASS 50
KOBE LESPEDEZA 40
BETWEEN APR 15 k AUG. 15, ADD 10 Ib/oe GERMAN MILLET OR 15 b/ac
SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG, 15. ADD 25 Ib/aa RYE (GRAN).
SEEDING DATES
am P9MM
FEB. 15-MAR.20 FEB. 15-APR. 30
SEPT. 1-SEPT. 30 SEPT. i-OCT. 31
SOIL AMENDMENTS
APPLY LIME k FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3.000-5.000 th/ac
GROUND AGRICULTURAL LIMESTONE (LONER RATE ON SANDY SOILS) AND 1,000 Ib/aa
10-10-10 FERTILIZER.
MULCH
APPLY 4,000 lb/aa GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH.
ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING. OR ROVING OR BY CRIMPING WITH
A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED
AS A MULCH ANCHORING TOOL
MAINTENANCE
F GROWTH IS LESS THAN FULLY ADEQUATE, REFFRTNUZE IN THE SECOND YEAR, ACCORDING
TO SOIL TESTS OR TOPORESS WITH 500 IV= 10-10-10 FEI TIJZER. MOW AS NEEDED.
RESEED, FERTILIZE. AND MULCH DAMAGED AREAS IMMEDIATELY.
EX. TREE
EX. ` BARBED LINE
MARE FENCE TO j /
BE REMOVED
_ -f- -
CLEARING LIMITS do
SILT FENCE (TYP.)
SEE DETAIL /// /tt11• � ,
0.000
i 0000
/ /
GRAPHIC SCALE
51
s to s M
PROVIDE BUFFERING
ALONG PROPERTY LINE (� )
AS REOD. BY SECTION
5.104G. SEE DETAIL 1 inch - 90 fL
PHILLIPS NURSERY SHEET 3 OF 3.
RESIDUAL 36.48 AC
08 34, PG 588
W/ FES & 1.5 CY CLASS
,'A' RIP RAP O EACH END
L0 , x21.52
\ \ FIR
IN
INV= 8.50
a
EX DITCH CL -
t \ F 0
\ EX: IN91N ,.u......
-10
1.5
GL INV+18.98
` x21.58 G�rt
DATE SCALE:
03/08/99 10-30,
` CHECKED: DRAWN: .
\\! Gill B7N
m
PROJECT NO:
P99322
CAD FILE
s p322-sescpl
cuccT.

EXIST. EDGE OF 12.0'
PAVEMENT TURN LANE
(U.S. 17) 2' 1-2
SURFACE
COURSE
PLACED IN
EXIST. 1' LIFTS
SUPER 2.OX
OF CURB ry '6 rnv
¢ EFFLUENT PUMP SYSTEM E
PUMPS: (2) MEYERS ME3H (1/3 HP, SINGLE PHASE, DUPLEX, 115V) / 1.76 /� -DZ� r oz'o b o
SLIDE RAIL ASSEMBLY 2 SRA-150-CV STAINLESS STEEL GUIDE RAILS - I _
( ) ( 1�/ �11I.51 / // j �- 1� Y p o N I o
& LIFTING CHAIN) It
CL y v 2 N
CONTROLS: DUPLEX PANEL CE-11DW (NEMA 4X) / / > '- / 67841 rn Y
ACKNOWLEDGE ALARM CIRCUIT (BELL)
ALARM LIGHT WITH FLASHER 9103 / / `S EX. TELEPHONE z
y,qx FULL INNER DOOR 'f'p PEDESTALS. lti .-.
(3) INTRINSICALLY SAFE RELAYS ?/ ppi 22.oG / vau i -'"
z
(4) MINI -FLOATS, MODEL ISM25N0 (TYPE S-M. NORMALLY OPEN) �' %Yx. 5' CONTROLLED �~
JUNCTION BOX MODEL #SJBD-3 ACCESS BARB
CONVENIENCE OUTLET / / PROP. DIRECTIONAL WRE FENC To
ELECTRICAL CONTRACTOR TO PROVIDE TWO SEPARATE CIRCUITS FOR PUMP BORE OF 1 WATER z MAIN PROP• �{
SEE DETAIL
SYSTEM (ONE FOR MOTOR do ONE FOR ALARM) �/ SERVICE. / �' SIGN
/�. SHEET 3 OF 3.:"
1.30
TOP OF PUMP TANK = 22.50' /yo�'� / 'PROP �� ti0 1� PROP. CL OF 3
¢ INV. IN TO PUMP TANK = 21.33' /Z� �e "" I�IY.=18 0 FF� GRASSED LINED
INV. OUT OF PUMP TANK - 21.17' /r `+�P E EDGE 3t PRO. 6F 0� SIDE S'1 ,,^^
•+ \ `� Vt
PUMP ON ELEV. (LEAD PUMP) 17.75 / of AVEMENr 18 HDPB' W/' PQ `L dS
PUMP ON ELEV. (LAG PUMP) = 18.25'* / / REMOVE 53 OF EX. 18 ROP. /90` ELBOW, G
PUMP OFF ELEV. (LEAD PUMP) - 17.50's / RCP AND REPLACE WITH 1 .=17.80 : / FE$, do 3 CY �O�' PROP. OVERFLOW LANDSCAPECIO0
ALARM ELEV. - 18.50's PROP. 118' OF 18' RCP ' , :LASS 'Aj RIP " - P SEE DETAIL STRUCTURE AREA 4
TOTAL DYNAMIC HEAD 21 ft / / / W/ FES do 1.5 CY CLASS j . /RAP O/ID i`� O W
�__ OPERATING FLOWRATE = 25 GPM / / A RIP RAP O'EAC�1 END 0. / tZ u
'THESE ELEVATIONS WILL NEED TO BE ADJUSTED DUE TO ACTUAL FLOWRATESW Z ��OZ
PROP. CONC.
PIPES: 1%' SCH. 40 PVC FROM PUMP TANK TO PRESSURE MANIFOLD / . �W/ HOTBOX / WHEEL TOP �6t 8t W
COMPACTED1 5% H -x EARTHS 6' SCH. 80 PVC PRESSURE MANIFOLD / 00/� _`�` 0 i
ry 19 ZO �� SEE DETAIL Tom�"" Bq
SUBGRADE BINDER MATERIAL t� �vq SIN
40-)� SCH. 40 PVC LATERAL TAPS O 9 O.C. (ACTIVE do REPAIR) / <`� / V
COURSE x� , i o / �7 ��,,� 4 m,m:ml f
40-4 x70 PERFORATED DRAIN LINES (ACTIVE do REPAIR) / /. �, s �/ O .� / PROP. � /"'`t+t ��
/ / / 'I / SW 28.0 6t n u
OPTION 2 % , '�' tz 91
I ��I
2.00 EX �,y0 / R 28 13• ` i IN 'gal
/ _ `✓� "PROP. -6fi' OF 12'./, u�y= T' \��i R5 R5 27 t p =a
CROSS SECTION FOR PROPOSED 12 TURN LANE / / .R w/ -FES Pam. i6,mw,
DITCH
COMPACTED-/ 2' 'H ' 8' ABC1 EARTH
SUBGRADE BINDER MATERIAL
COURSE
OPTION 1
EXIST. EDGE OF
PAVEMENT
(U.S. 17)
1%' 1-2 -1
SURFACE
COURSE
20X
911(61
N.T.S.
NOTE" CONTRACTOR TO SCHEDULE PRE -CONSTRUCTION CONFERENCE
W/ NCDOT DISTRICT ENGINEER ONE MONTH PRIOR TO
COMMENCING CONSTRUCTION WITHIN NCDOT RIGHT OF WAY.
VERIFY W
BRUNSWICK CO.
PLANNING DEPT.
3' MULCH--,,
TOPSOIL
MIN. 4'
SAUCER
AROUND
PIT
CUT do REMOVE BURLAP
FROM TOP 1/3 OF
ROOTBALL
PROPERTY LINE BUFFER1
N.T.S.
NO1E: CONTRACTOR TO APPLY 25' MECHANICAL OVERLAY, MEASURED
FROM THE CENTER LINE OF OPEN CUT, WITHIN 30 DAYS OF PIPE
INSTALATION. TAPER MECHANICAL OVERLAY FROM 1%a TO FLUSH
WITH EXISTING PAVEMENT.
1 %' 1-2
SURFACE
COURSE
5%' 'H'
36' MI COVER BINDER
12' MAX 12' MAX. COURSE
APPROVED SELECT
COMPACTED BACKF
18' RCP
UNDER N.C. 87
� I
OPEN CUT DETAIL
N.T.S.
GRAPHIC SCALE
m 00
( ni FU7
1 inch - 30 !t
x21 si J VACUUM do AIR W W
5 -CY CLASS A /. / Cj' AREA IN : TX6" ` p� h z a o
/ Ex. DROP ? ,RIP RAP O �`� 'o.. 1SLAN :- 0 BU n lg � �' ;z.1
INLET - / '4 C ARIA/ � - O 91 _z z w
INV=17Z3 (`. / - $E'M, �Y G . di�..F u�
-'� a R5 i / ` �� d� S•1n.w �N7g�3 �mj-,Now�
�. ROP. �ls. 135- Lj o�x'o0.
/ INV.=t9.25 rW <,
`'/, 234 PROP.`6 O. ��oi
s / �� r > � � p PROP. 1" CONCRETE
/1' /'" WATER SERVICE
D&-_17.60/.,' PROP. � q���v�W:`Acs� 7Y SLAB W/ AZER $1� IN
INV.=19.50 6 `.� CANOPY VAULT FLUSH.
' ABOVE
4/ / / % Q.� 22 . ../ W/ SLAB
2.78 17%55\/../ titl �n i
/ / PROP. 0j' 2OJ a 186> y s 4 z
0. �/ SIGN'
/ • �2f2 / / EH&T �` UZi
1 i :lc t cK
/ ,2z.rt PROP. EDGE,, ' PROP,- CONC. 'ag• ". �(` 2t La o
/ 5 PAVEMENT ' ! 1 a ARIVFYVA .^.?.Q Y WALK FAY 2
/ 80 R`
a> 'P-. R186
\' ��> dVERHANG
a
PROP. CL 1.�} fc� ° R234. ?ti%?O. �+L/4 _
/ SWALE 1 :. F•F.�. / dui_
}
a/ �B• /� EX. 5' CONTROLLED VER/� ir1
ACCESS BARBED CAN Y/ -R25 _ _ -
WIRE FENCE TO-
/ • / / REMAIN - i ° A.
- h
EX. EDGE
of PAVEMENT / PRO BE BUFFERING v 4 y ►r
ALON PROPERTY LINE
EX. DITCH CL� / AS RE BY CTION O-• --RS
w 5.104G. SEE UJAIL
l � �� SHEET 3 3. ° d � •. CON .CURS
Ex. SEPTIC -�.�,:, \ •O� _ _ - - v �} $ D _ `o - P R5/ 2 U
/ TANK - 't% cp. - �_� WATER _BIB IN':..� R5 RK/NG r VAULT FLUSH, �' 22 s A
' o�E \ / SLAB a k� }d PROP. 6'-
/ �� ` e 2Q' .. CONCRETE
�00 v SCREENED
' OX 4� S� \ DUMRSTER PAD
/ / PO PRpP \51 ° \ 4
FROG j0 EX M�Z R` - R106
��ND \� N0' -'• a 30' CONC. o . Desk ?8 Od'
VALLEY GUTTER - fv 45 i4•
5.
EX. DROP INLE NOTE S• N� SEE DETAIL
14~1Q
INV=17.99 / / 1. DIRECTIONAL BORE TO START AT MAIN AND k ° PROP, 1%
/ PROCEED PERPENDICULAR TO U.S. 17 TOWARDS ,+. SpIQ, 40
THE SERVICE CONNECTION. EHatT PV4.F�RCE yp\ ' PROP. B' CONIC
2. . BORE MUST BE A MIN. OF 10 BELOW EXISTING PROP. 12 ABC
' �, MAIN d ram.. DRLVEWAY'
.. cn
ROAD BED. TRUCK PARKING
s / / 3. CONTRACTOR IS PERMITTED TO HAVE NO N AREA I, d
LARGER THAN A POST HOLE WITHIN THE R/W °' ° , v a w TO VERIFY BORE DIRECTION AND DEPTH. Ex. TREE
US 17 US 17 1 EX. 4' BARBED LINE
/ \ R198
WIRE FENCE TO r�r
R
so SBBL B R/W BE REMOVED bZ o
EX. INV-
17.57 ' I APPROX. 38' { 175' I `'1 , - -t - ,,,.••••• •,,,
/ f 24' 60' 24' EX. CONTROLLED
1 mevM WAY raecc UMIAN TPAVVI WAY ACCESS FENCE , l
INSIDE R/W (T
(T1'P•)
o
f / DATE SCALE_ a i° PROP. 1' CTS POLY PIPE I �0' 20 0412810199 10-30
a b WATER SERVICE ENCASED z \ CHECKED :
IN 2' CTS POLY PIPE c� I �I\C PEKE% rn Gil e
/ I EX. 30' D.I. �NE;S \ \ PRO.ECT NO:
WATER MAIN P99322
/ I \ 09. \' CAD FILE.
DIRECTIONAL BORE DETAIL ` 5, � 22-turn/n1
N.T.S. \
PROVIDE BUFF1 3 ff 3

1410 �eej Is;;?�` k j EX. TELEPHONE
�s j x21.74 PEDESTALS & EX. BACK
VAULT OF CURB
ti
Min a6 - EX. EDGE +rye' +
140', 141 - . �� OF PAVEMENT - - x20.96
1408
1 �C21.76
Bell Swamp I x21.51 /
Cleo
,Se Icui PROP.
x21.30 / �/ ° ECM SZ 28'41,
q
SITE SIGN
ea
40'
1s •a x:'2.05 --
/
EX. 5' BARBED
�� WIRE FENCE TO
74 % 1�`O�
° �+ BE REMOVED
t ���
,14 1.78
1 a cox21.30
VICINITY MAP
� PROP:' INV.
x21.31 0 18.00 J� `tip
LANDSCAPED
GRAPHIC SCALE PROP. 23;/oF � e� �' ��ARE
EX. WATERLINE - i18" HDVt W/ GP
w D 15 ao 60 12D FIELD VERIFY SIZE
TYPE, & ocAnoN \ 90' ESCROW, �O� PROP. OVERFLOW
ti FES & 3 CY V STRUCTURE
mac) PROP. CLASS "A'� RIP SEE DETAIL
IN
1 inch = 30 ft. PROP. TEMPORARY / INV.=17.80 CRAP ®END t
CONSTRUCTI � WATER METER
Z Oz
REMOVE 53' OF EX. 18" ENTR E RPZ VALVEC.
17` 61
RCP AND REPLACE WITH SEf� TAIL W/ HOT BOX WHEELROPCSON 8l
PROP. 91' OF 18" HDPE ! �/ - SEE DETAIL MAX. S OON BA I_
W/ FES & 1.5 CY CLASS, R50 / /
"A" RIP RAP P9EACWEND o r' ,E VOL *9 #�
Q' w �_ i PROP. C ?So , W C}
19- X. _ SWALE Q lz g 8l
x�2.00 INV t7. .. 21_. �,� ti� � R3 28 15• OZ .... INV.:
PROP. -et"OF 12" 1.5 R5 R5
VAC27
HPPE W/ FES & x21.61 JQ UUM & AIR
EX. INv=17.23 /1.5 CY CLASS "A" _ �•Q�' AREA IN 7'x6" ire
RIP RAP 0 CH END
/ Ex. � �F, ISLAND `62 19
i �z.3a _
R50A 00i , 56
x22.36
k�2.16
TOP OF BERM = 20.00' LINE SPILLWAY W/ FILTER
18' HOPE RISER PIPE FABRIC & CLASS 'B"
SPILLWAY ELEV. = 19.50'
x22.33 BENCHMARK EL.=22.60' WRAPPED IN FILTER RIP RAP
o TOP OF R/W ECM W/ DISK FABRIC W/ 1 ORIFICES
PROVIDED BY: JJEROLB DW. LENS �1 _
H
02/116/99 FILTER CO
ROCK
x21.10 NCEAL 3
2210 PIPE &FILTER SEDIMENT �
�^ BOTTOM OF POND = 17.50' 18' HDPE
x21.46
E �
FILL W
/ CONCRETE - „ � INVERT IN = 18.15
ECMI
TO INVERT
I , � E V=1P.41 \ �� 18' HDPE RISER PIPE
x21.74 WRAPPED IN FILTER EMERGENCY
15.0'
FABRIC W/ 1 ORIFICES MAX. STORAGE SPILLWAY
AASHTO #4 ROCK ELEV. = 19.50' ELEV. = 19.50'
FILTER TO CONCEAL
TOP OF BERM
PIPE &FILTER SEDIMENT
u�, F - ELEV. = 20.00'
Pp I
f x21.67
3
0 SPILLWAY
O •0 I ELEV. = 19.50'
1 1/2" 0 ORIFICE O EL.=18.15° 18' HDPE
�
\\\ LINE SPILLWAY W
•E INV=18.04 INVERT IN = 1815
IY� BOTTOM OF POND 17.50' a ? .
FILTER FABRIC
\ x21.53 FILL W/ CONCRETE • ' 'ANCHOR RISER PIPE TO
Lj__2.5'x2.5'x6"
TO INVERT CONCRETE PAD
p � 12 2 OVERFLOW AND- SPILLWAY DETAIL
1= 1 1�_ FACE OF TURN 1-
n 77o yam, DOWN SIDEWALK
WIDTH VARIES
t
1%� 50 A. x2t44
I
PROP. m 17 I
=18.15
PR P.
IN 17.65 I WIPE DOWN CUR
[�9
OUT = 18.00
1
o iMt�
USE CLASS 'B"
RIP RAP IN
SPILLWAY
oN �
Ln
c
O
E
= U
a
roZ
_ o
�n �
p o N
a= N
>_.��
d
U fn
01 y
z
z
x
_
oz
V
�
z
W
rl=
m
PROP. �� �� �6• V� �L o n 8 CONCRETE I RESERVED c
44 O 1L r�, \ PRO �- DRIVE
/ SIGN 0 -� 2 ti1
2j2.12 / EH&T /LQ �EINV. 17.35 PARKING
x
J• 9 ` 3 : ; \ AGGREGATE COMPACTED `I
- BASE COURSE 1'-O'x1'-6'xO.08' ALUMINUM 0
% L Z� Q. pti 2 1 /y 3l�/ _ 50 7N PROP. \ HANDICAPPED PARKING SIGN. R
x
22.9 .ram 9 n 1 NV.=18.15 _'\ \ COMPACTED _qcN To READ "RESERVED
i o b o R3 7. 0 I SUBGRADE
/ X{ Q. Qyy. 1 PARKING' W/ IDENTIFICATION gXIMUM
PROPN 87. CONC. 17.50 `1 \ I SYMBOL. BOLTED To srm TUBE PENALTY _
DRIVEW Y... `... :' Y 12,. ACK _ ` 25' R5. y -� <:N \ NUTS, WASHERS. (GS 20 CADMIUM PLATED BOLTS,
1100
70 21.50 o o I CONCRETE VALLEY GU17ER1
o
i �i/ e o ��� R250 B 3 0 6 2 6 N� P N.T.S. A
�1,�, \ ADDITIONAL SIGN "MAXIMUM
OVER G pRQp 226 1 O I PENALTY 1100' (GS 20-37.6)
63 xt ' ,\ \ 1/4' RAID 2' RAID o
7 1
PROP. CL 1 �+ d ��Y { J N URB PE DO�rtd i' u` 0� d
SWALE \ j fq8 i9' ' •�.7 SEE DETAiC o'� t \ EX. HEADWALL 44• '� �u ALUMINUM ANGLE POST
`•\ 4 FE�,1,� r LO \ •\ N , \ \, rx2l.so ELEV.
/ 3 6 p Vi ,\ i \ OR APPROVED EQUAL
EX. 5' BARBED - \ R25 Z `� �. R I L w 'U1� -.
/ WIRE FENCE \ \ ` 1 2' I-2 ASPHALT
-1 � � � ' F �� FINISHED GRADE
ct 1
/ Ns:�SO 6 RCP
7' CONC. WALK
TOP OF BERM = 20.00'
MAX. WATER SURFACE ELEV. = 19,50' III
1 1
75' �` ( 3 (� PROP.
PE W/ . � ? •fig L)
25 18 1 , , FES'& 1.5� CY WIPE DOWN CURB DETAIL BOTTOM OF POND = 17.50' 6661 E T 2idtl Lu W' ''I
CLA S A RIP
O5 RAP EACH END N.T. =
5 MAVNTAIN THIS SECTION OF cl I��su W
\ SILT FENCE UNTIL DRIVEWAY
PROP. PROP. 6" o ,' z2.o ; Rao IS STABILIZED DETENTION BASIN DETAIL w
s PROP. i o INV.=19.2 '` l CONCRE n
i INV.="O / C' i 298 PR �� X PROP. 82' OF 18"
N. T. S.
+2j so / / %'� � WATERLINE SLAB W/ WATER BIB IN. / �rn 0• I HDPE W/ FES & 2'_s� C3000 PSIONCRETE(MIN.) GUTTER
8> 4 b ��� CANOPY VAULT FLUSH. I \ 1.5 CY CLASS "A"
IN
PROP.. . ;� ABOVE �o y X2t.73 TRIP RAP ® EACH END
R25 �S cR moo.. W/ .SLAB
x22.78 EX. It�d 17.55 WV.=19.50 /' s. roo. 22��� 2S1g W \
5d sr. p"5 g`L
BEFORE YOU DIG I
CALL TOLL FREE
q 1-800-632-4949
U L 0 C 0
EX. SEPTIC
TANK
WIDTH VARIES
FORM CURB SECTIONS W/ 1/2' EXPANSION JT.�
STD. CURB FORMS
11/4' PER FT.
2' I-2 ASAPHALT �,-MEV.,
fT 4" CONC. SLAB
8" ABC -° 6 x 6 10/10 WWF
TURN DOWN SIDEWALK DETAIL
N.T.S.
EJaSlM CONDIIlM
,a PP
LID
PROPOSED
POWER POLE
CONIDIIIOM
WATER LINE
-W-
- - e - -
POWER LINE
♦
THRUST BLOCK
--w--
WATER LINE
WATER VALVE
415
EXISTING CONTOUR
No
FLARED END SECTION
❑ ECM
CONC. MONUMENT -SD
STORM DRAIN PIPE
-
CALL
CALCULATED POINT
SPOT ELEVATION
M&T
HUB & TACK
_
ASPHALT PAVING
- -'D - -
STORM DRAIN
CONCRETE
TREE LINE
...
COMPACTED ABC
- - k
FENCE
-22-
CONTOUR
-...-...-
SWALE
-iE-
SILT FENCE
x21.35
SPOT ELEVATION
T
HANDICAP SIGN
12"
CONC. CUR 1a t^ �n PROP. 24. OF 2 12
a OVER PROP. 22.,7 / '� PROP. PROP. HDPE W/ FES &) 1
SEE DETAIL Y \�i ` I I 1
�. 22:6 R50 3 CID` 17 50 INV.=1 .80 8' 0 HOLE FILLED
INV=18.1 1.5 CY CLASS "A"
p q> �60 ` R5 .� ; \\ EX. 111 EX. TELEPHONE RIP RAP ® END w/ CONCRETE I I I I kill
d4 Q S ;J 2.1.. 1 O INV=16.71 $ R50 :. PEDESTALS TOII w
-7 �H1CCf 3 \ N •0 421.64 E RELOCATED I I I I I n , A •.z�
e �I
-
WATER BIB IN 7 \ RSPARKING R5 2 `�, 17 50 x\ 1s.s6 MAINTAIN THIS SECTION OF
VAULT FLUSH, ° 2 =5 1 SILT FENCE UNT1IL DRMWAIMNDARD CONCRETE CURB. STD. NO. 846.01 REV. B U ^ a
22.63/22- 2 0 IS STABILIZED
SLAB D,� % '�}, 2. TAPER CURBING DOWN FLUSH MATH ASPHALT AT START AND
�2 CONCRETE Ex. OLEO n. - F 64 HANDICAPPED PARKING SIGN SHALL CONFORM W/
/ d d 2G. PROP. 6" NRN i0 R30 �\ 2 END OF CURB LINE NOTE: w
SCREENED 0L R M \ 1 =17 04 CURRENT STATE & LOCAL CODES & REGULATIONS
DUMPSTER PAD41
ROP. 6 - I CONCRETE CURB DETAIL L11
a f INV.=18.40 PROP. DROP INLET N.T.S.
HANDICAPPED SIGN DETAIL
a 22.63 2. 3 ,Oq]6' . ry USE NCDOT STD. (?� S.
R106 yob' 840.19 & 840.24 \�
N. T
a 30" CONC. 128. W0g0 5 `7 GENERAL NOTES �-
` VALLEY .GUTTER a �\bC� $ 00� �� 4 . 5� 1a I� i � O
9 I REMOVE 21' OF EX. 15" v
2 m ZONING: LOW DENSITY COMMERCIAL
SEE DETAIL S'14 10„ RCP AND REPLACE WITH �� LOT AREA = 186,799 SF = 4.29 AC
a PROP. 9T OF 18" HDPE
SURVEY DATA FROM SURVEY BY JEROLD .
a W W/ FES & 1.5 CY CLASS WLEWIS
z
\„A RIP RAP ®EACH END FOR PHILLIPS NURSERY, UNDATED. O
4 a o
RI50 PROP 8" CONC. 8' ^� h
EH&T ° o.7s' r-- o.7s' BUILDING DATA <<i a PROP. 12" ABC 0 x21.52
a DRIVEWAY - N
TRUCK PARKING a d " ° EX. D \ PRO _ RESTAURANT (070%) 2,464 SF w
a y� oqR
a To BE C �\ INV.
AREA = 8.50 n G OVERHANCONVENIENCE STORE (030%) 1,056 SF
Fx T e a d 4' a ovEc ` STORAGE AREA 400 SF
R198 a PP \ \ m TOTAL BUILDING AREA 3,920 SF o
tz a ,; \ \ N EX. DITCH CL PARKING DATA "
RESTAURANT: 36 SEATSlie
cl
6'x6' PRECAST (1 SPACE PER 3 SEATS) 12 SPACES
\ V CONCRETE CONVENIENCE STORE: 1,056 SF _
WHEEL STOP =
EX. 4' BARBED \ WHERE SHOWN (1 SPACE PER 150 SF) 8 SPACES c
WIRE FENCE TO \ \\ ON PLANS a0 EMPLOYEE PARKING: 6 EMPLOYEES
BE REMOVED 1 SPACE PER 2 EMPLOYEES 3 SPACES
Ex. 4' BARBED c T LEARING LIMITS & %' °W \ \ 2 s2 ( )
WARE FENCE �Fi��i / ILT FENCE (TYP.) '29�$ Ex. IN�c�9.55 3' WHITE TOTAL SPACES REQUIRED 23 SPACES n
�2 STRIPE
TOTAL SPACES PROVIDED 29 SPACES DATE: SCALE:
�y SEE DETAIL q1� $® \ \ 02/23/99 1"=30'
\ IMPERVIOUS SURFACES CHECKED: DRAWN:
ROOFS (BLDG. & CANOPIES) = 12,895 SF C.RI 97N
x21.59 CONCRETE DRIVES = 25,400 SF PROJECT N0:
Nv=ta.9a CONCRETE SIDEWALKS - 1,120 SIF P99322
j i \ 9.5' ASPHALT DRIVES & PARKING = 40,570 SIF CAD :
/ PHILLIPS NURSERY ` GRAVEL DRIVES & PARKING = 18,870 SF
RESIDUAL 36.48 AC \ x21.58 3
.22-
DB 34, PG 588 \ PARKING STALL DETAIL TOTAL = 98,855 SF SHEET
CALL N.T.S. PERCENT IMPERVIOUS = 52.92% 1 K 2