SW8040323_APPROVED PLANS_20061012

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 014 0-523
DOC TYPE
❑ CURRENT PERMIT
M APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
200�o 1ok2
YYYYMMDD

REVISIONS
Description I By
(O
M
2
70 30.32_
v 1
SITE +32.84
-}-32.92 I /
I I:�
/ 4-31.72
LEGEND
EXISTING CONTOUR
EXISTING SPOT ELEVATION
0
PROPOSED SPOT ELEVATION
I hti /
CAI / +31, 85 \ Y _ ? � 30 ® DROP INLET w/INLET PROTECTION
11 I I LIMITS OF DISTURBANCE 27
i�8. 01
30CURB INLET w/INLET PROTECTION
. �U EXISTING FEN
33.49 v ��
TO BE REMOVEDr` STORMWATER RUNOFF DIRECTION
I I 3.85 �
/qp qqll qq 771- CONCRETE AREA
` 9.09
NOTE:
THERE ARE NO WETLANDS ON THIS SITE.
VICINITY MAP 1 24" F.E.Sl W/ xv �� �8 8 J6',ANN'§MMONs TSF
NOT TO SCALE 1 8'x8'x12"IE.D. �\ k %S \ D.B.1,7�, gP.182 "� x x TEMPORARY SILT FENCE
INV O 5 x ,
2 LIMITS OF DISTURBANCE
\ \24\Ptb
6' VEGETATED SHELF Oc \ \ ` ss�\ //�/�// % CONCRETE TO BE REMOVED
�-33.671 1 31 31 RCP `
STORMWATER V v
3f �k C.I. No. 3 _
NORMAL POOL; RETE TION PONR 31.9ft RIM 33.2 i
ELEV 31.0 TOP 0 BANK 350 / 35� �338 INV 30.7 3- ji (125)M LANDSCAPING w/AREA
FLOOp POOL 3211 I I
A NORM L POOL
(rIl II 3I1 .0W��✓ O1 �I III } 0U00) 32.7
BOTTOM 28.0i x
R-EClj
E L i2 31
4-33.89 � APR 0 a 2004
+3434 1 6• VEGETATED SHELF
- II
301 EMERGE CY 7 I . 11\ \ \.- - Dwq
P80,i S1.v F{ tj 0
RETENTION POND DIMENSIONS I I \ TYP \ - --�
SPILLWAY; ELEV 4.5 3 PROPOSED SHOPS X
_ (6) 1-1/2 WATER
" 35. \ 6 81005SF60)\\ ® i -,TORVICE IN SAME ROPO ED SHOPS; NCH 32., i3'.7, s iIVIUE-
24 E.S. w F.F. 36.0 \ MINIMUM BURY 1(3�1
8'x8 x12" E.D{
IINV 30.,5 v " f ! CLARA R. MILLIKEN
- - - - - �3e ,
D.B.0826, P.0177
\ " \ i x f \ �_-=�EV(ISTING FENCE ° --- I „
1 18 RCP 1 TO, BE REMOVED ``
I, M.C. Y , P. 206
�-34)45 \ •I - A _71 �� a l I
SITE DATA ounEr\ sTRuc E; 1 i 1 -- 0 24" Rc
I
REFERNCE DET IL 48" DIA LIFT STATION; x
SITE ADDRESS 4501 MAIN STREET II REFERENCE DETAIL m
ZONING HB
BUILDING USE COMMERCIAL 32.99\ ` �,.14 \�0' Seib 1 y9e x 34.5 r ��EGIN CURB 3JII82' -� f �yI\I L Y=-= - -
- ..�
TOTAL AREA (GROSS) 2.04 ACRES ��' /--_ '� - A _ E / �& GUTTER 3 4 ._._ - - - ° 2�g
ALL ROOF DRAINAGE SHALL 6E - - - - - - - - C
DIRECTED TOWARD FOR 1/ F - - \ -& c�± j 7 �, CTRI
BUILDING HEIGHT 16' 1� _ 33.76 P•P.-0 P.P��
B{� 3
SETBACKS DETENTION POND -" `' N/
FRONT 20' / CONC. s r°
I y (zso) I COX IM ESYMENTS, INC.
SIDES 10' �� / SLAB o j g MM343 1 \ y EI A NOvR'IH CAROLINA
REAR 20'
! / +` C, I I 34.7n. r 33 67 _ �� 03
PROPOSED BUILDING AREA 19,894 SF J / Ilrl D.I. No. 2 �•7 Rr✓P/ ' 33.86
34.8a 1-4-,5
TOTAL PARKING SPACES PROVIDED 92 ! / EXISTING CATCH BASIN CL _�� RIM 34.5 �1 / I 18" RCP 33 .69 I,' CORPIE3R1�TI0N
PROPOSED ASPHALT AREA 41,426 SF / / &PIPE TO BE REMOVED I^� 7831'1 �/35.b1 EXIS11 (3 BUILDIN g ,; 1 D.4.627, P.0518
+33� 1 ✓� & ASP ALT ARE
PROPOSED CONCRETE AREA 2,707 SF 1 / sn c ? 8 , T ? it �(� g
' ST R \ TO BE REMOVED 1, ONC.
PROPOSED LANDSCAPING AREA 2,300 SF / \ / BRI BUI c: I I m
JO ANN SIMMONS J f a I LAB
ri
D. B.176, P.182 $ �_ - --_
TOTAL IMPERVIOUS AREA 63,736 SF �k�1 I I P.sin
P.
LOT COVERAGE 71.9% \ -V 'X
THIS PROJECT IS NOT LOCATED IN A FLOOD ZONE \ •.: > I I " I + 34I d _ '"- STORAGE
LIMITS OF DISTURBANCE / RPO ED SH P I
ExlsnN 5 O (2.5'x6 ') 1 35. BUILDING
ASPHAL 14 O (6'x48.') I D.I. No. 1 1
GENERAL NOTES //�//�\\\ \\ \\\ AREA 11 94 SF -' I I �1 RIM 34.5 I
//f/ ,\\� �\ \\\�T DA LIFT STATION' I F.F. 36.0 II I INV 31.1 1-34.81 I 311=543
_-_- \
1 • ALL EXISTING BUILDINGS, STRUCTURES, ASPHALT AND _ _� _ REFERENCE D TAIL I I I / I I q ,5 3' 1', 4 Ov -
+ - EX STING E TIC TANK TO 35.
CONCRETE TO BE REMOVED BY CONTRACTOR PRIOR TO I , ✓ ` . 6 �,p pR®V D
CONSTRUCTION. _I k/ EXISTING PTIC TA K TO I BE R O D 75 1 { _
LLL,,,uuu a REMOVE AND „� m N011H CAACI_!A Et ✓I , ++IItEtlTAL
2• CONTRACTOR SHALL COORDINATE WITH CP&L REGARDING ALL a / T cc.....:,::ioN
F CEMAIN C PPED Sy a 1 11 Or WATER QUALITY
WORK ON POWER AND STREET LIGHTING. y9� } I - SC DIVIo.�
�I - 35.8 -.. , <. a. • I. DE ALK : , ., , .. 5. �.P• • j
3. CONTRACTOR SHALL CONSULT WITH LOCAL AUTHORITIES ^ - 4 I
REGARDING ALL REMOVAL OF EXISTING SEPTIC SYTEMS AND 3S / S5 $01
+� 6 3S '-' I / Date
FORCEMAINS. s/ 1 d
.nF_0
I <. 1 II 135-2� �':`J / I LIMIT OF DISTURBAN terpermit No. -
�' / / `•y9,1 / EXISTING I •y5'x / I •I i. -'_�-.! t , 11 I OLD
- - - 3�.4 02 `1'S I ASPHALT
t NO cuR� & J i :. , , WOOD
0 .? - - - - - �';. nO,P I S.\I�, GUTTER ALONG '�' REST.
1 C'F 1 P THIS SINE OF
^ ENTRAN E 35.36 3.1.83 3.0'x3.5' -3
EXISTING (V �p .. 9�ti I I --_-- �..--$ ELEC. BOX T j4�
ONE STORY 34 3 o d o 3 Qr o - - - --- - ,�-
BRICK BUILDING o i° 0 aDr I 57 4PFI AIr-4�35.18 35 - I \f�f
N ~ 1 A 1 5y 1 1 s3 s7 ARF A \ TELE�H014E R
/ -6 v 6.2'x5.5.'
/ EXISTING ... ,q EXISTING I J \ -3 ELEC. BOX BOX I I ��
ASPHALT v ONE STORY f �,
/ AREA B ICK BUILDING 4. I (6) 1-1/2" WATER SERVIC I ,+' "'%
EXISTING BUILDING & ASPHALT' r I 1 SAME TRENCH; MINIMUM 3' B Ity tH 134.41
if.
TELE] HOND.I. E
_ 3 AREA TO BE REMOVED $ 7 3ff BOXES I I I RIM 32.0 - -
ASPHALT ' 7 S tb Ck C.I. No. 1 I C.I. �4 EC. I I
i�V 29.95
34. TEMPORARY GRAVEL I
AREA 5 g ,. CONSTRUCTION ENTRANCE '
INV 31. ® �. tot.INo35,37SIGN / _`�f / / �
R/W 3s. 5 \ 3 - ---- �34
_ _ C.B. - _ -
TOP=34.44' ! � ', � 7 - - "- � R oL UL 1 �' ?- � j � _ .�1) 2" TAPPING LEE' � �. �. � 3`,_O�N' � _ ,� / J�P j"� --
- - T.
INV.24" RCP=3X.92' - -. - - - 3 � \ .M. / (1) 2" TAPPING ALVE - - - { ., \ - -
INV.15 RCP=32.11 V74.�EXIST_15" R.C.P. I / / - = 0 _ -- - - - - - - - - - -
\ ✓ 1PCWOAW RR$ IN F.✓ 3 }
L - - - - _ 34.9� 35.0 36.03 - - - - -
------ EXIST. 6" WATER�N� ---- -_ �--_ ---- ----- _
---L_- -__-- - - ----- -� ASSEMBLY _ j -
_ r 35.3 35. 35.. L �, /
4�,
--_--_- - -.,--- -----� -� - - -WATER LINE
J-, z -\ 1ST. 6"
_.i - - - �' -1 3 p3 - ii - .. xn*"Iw�ua - TO B -REMO�{�- - -
EX
W. V. \
\�^LV. r�----------f`-�.,,•_4 gnN��
NII %` AlL EXISTING CONCI�EIE ---------- i 3�(5--------------- ---I 35$ ---- - OO f _--' 35.89 �61N
-�-F $ ; a - - - LANDS AND ASPHALT TO (9) 1-1 /2" WAR �€RVICES -Y� t� - / 5.78 Sus -
Q��b i------- (�>5---- �? 9� - . �fJ
x ND A@EAS_ - - TO PR SHOPS: v� - - - - - - - -�=,fs F3 - (�+A� \ - _ = } - - - \ -6-�. Z
-_-- _ ►S
----- Z HI{` - =�a-
= N�ORDING TO 1�tINMtlM 3 B[9RY-----------r=--------- H36.�P� --- ��$ U,.T'._,----�- f-R-- J CO
,cf QL8 SPECIEIC_ATIONS - - k3£r DR-FORCE�AI�NS UNDER 1i0AD� fr5T1- - 5 8 % _ -
NV.=31.19' 1 1--___===�359!J 3r ti----- - - -- - 3G- / S 4R- -1 `, ``'
W.V _ - GXIST. 24" R { 1 \ - - - - 3" SAN. SEWER + l6 _ - - - - - K 35.'3 -�
F.H __. W.M,' W.V. / l-3..70 5.77 �ryTm ELM
_.-' I \ 100W.V. IJ �RCE MAIN j�6 �J: __" r 1_ l�llE rIJL'ilr MM ��
-3 ; - -- ®32.r �35_79 -�35.75 TELEPHONE .35, w W
M.H. �
_ _ WW
-;� 7 - -' R/W
BAR SCALE 1 "=30'
(1) 2" TAPPING SLEEVE OU2
(1) 2" TAPPING VALVE S
(9) 1" WATER METERS w/ CONNECT TO EXISTING DATE PRINTED 30' 15' 0' 30' 60'
BACKFLOW PREVENTERS IN 3" FORCEMAIN
GANG ASSEMBLY
1
a
z
U a
0
� A
w a z
w z C) a
Az�T-�
E-+z
Z
Avow
1.4
F x
U) U)
U
a o
It
L,7 �
L\2
Z cd
G
W 0
co
W �U
N 6 co
1--I � � to
I:.., Lf) to ti
i) O 1 1 a
Z co Ch
^^ O O O w
1-�i QO O) a
x
U a�
a o
O
n1
r, >S
d' Q,
r SEAL •'.
-
= y •• 17374
.O
DATE 3-31-04
\ `t
DESIGN PGT
DRAWN MBH
c I
90'
SHEET 1 OF 2
03128

aD
2X4 WOOD FRAME
WOOD OR STEEL STAKE
1 i/8' \_
1 1/4"
FABRIC
A O
m
1
10
4
A
U1,
w`'>
T
10 3 4'
/
SIDE ELEVATION
RUNOFF WATER
" I
1 2" REINFORCEMENT
w/SEDIMENT-
12'
VIEWPOYPRTMOP�YLENE
®
�01
ENT
:FABRIC
/PLAN
(�0
w GRATE
n
BURIED SKIRTELEVATION
SECTION A -A --�
AS DIRBY ENGINEER
MANHOLE STEP DETAIL II
NITS
II
"PIKED: SANITARY SEWER OR
)RM DDARRAAININ AS REQQUUIIRTEEDDT
D ACES BE MACHINED
AS TO INSURE EVEN BEARING
COVER ON RING.
TOP OF COVER
� BOTTOM OF COVER
' 9• �� KTCnHES
AT CORNERS
1'-11 1/2' N
NOTES:
N n 1. AS SYNTHETIC FABRIC, USE A PERVIOUS SHEET OF NYLON, 5. TO PROVIDE NEEDED STABILITY TO THE INSTALLATION. FRAME WITH
POLYESTER, OR ETHYLENE YARN -EXTRA STRENGTH 2x4-INCH WOOD STRIPS AROUND THE CREST OF THE OVERFLOW
(50 LB/ 11NCH MIN.) -THAT CONTAINS ULTRAVIOLET RAY AREA AT A MAXIMUM OF 1.5 FT ABOVE THE DROP INLET CREST.
INHIBITORS AND STABILIZERS. FABRIC SHOULD BE SUFFICIENTLY
POROUS TO PROVIDE ADEQUATE DRAINAGE OF THE TEMPORARY S. PLACE THE BOTTOM 12 INCHES OF THE FABRIC IN A TRENCH AND
SEDIMENT POOL BURLAP MAY BE USED FOR SHORT-TERM BACKFILL THE TRENCH WITH AT LEAST 4 INCHES OF CRUSHED STONE
(MANUFACTURERS) V-9 5/8" APPLICATIONS. IT MUST BE REPLACED EVERY 60 DAYS. OR 12 INCHES OF COMPACTED SOIL
i. C.R. ENNIS & SON 2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. 7. FASTEN FABRIC SECURELY TO THE STAKES AND FRAME. JOINTS MUST BE
NO. MH-GRE-24
2. DEWERY BROS. OVERLAPPED TO THE NEXT STAKE.
N0. [
. MN-RCR-2001 1'-10 3/4" 3. FOR STAKES, USE 2z4-INCH WOOD(PREFERRED)OR EQUIVALENT
N3N.OpVMl METAL WITH A MINIMUM LENGTH OF 3 Fr. 8, THE TOP OF THE FRAME AND FABRIC MUST BE WELL BELOW THE GROUND
OR. EQUAL 2'-9 1 4' MINIMUM WEIGHTS: ELEVATION DOWNSLOPE FROM THE DROP INLET TO KEEP RUNOFF FROM
/ RI 190 LIDS. 4. SPACE STAKES EVENLY AROUND THE PERIMETER OF THE INLET
- 120 �• A MAXIMUM OF 3 FT APART, AND SECURELY DRIVE THEM INTO BYPASSING THE INLET. IT MAY BE NECESSARY TO BUILD A TEMPORARY
SECTION A -A THE GROUND. APPROXIMATELY 18 INCHES DEEP. .DIKE ON THE DOWNSLOPE SIDE OF THE STRUCTURE.
MANHOLE FRAME AND COVER TEMPORARY FABRIC DROP INLET EROSION CONTROL
NTS NTS Y\
-4-0"
CLASS A CONC, tl°aIT---
ASPHALT-n x me�
NOES:
1. WMX Dep0ES5 SMALL BE 4" UNLESS NOTED OTHERWISE.
2. CONTRACTION JDMFS (CJJ SPACE SAME AS SIDENALK WIDTH.
3. THICKEN SIDEWALK TO Or AT DRNEYAYS.
4. THICKEN SMANX TO 6• IN LAST S WHERE IT ABUTS PAVEMENT
WITH NO CURB.
5. 1/2" EXPANSION JOINT E.J.) REQUIRED AT 50' WX. AT SIDEWALK
JUNCTIONS, AT STRUCTURES. AND AS NOTED ON SITE PLAN.
B. PROVIDE A LAYER Of 1 BLDG. FELT BETWEEN VAX AND ADJACENT
PARALUNG CURB OR
7. REINFORCE w/Ox6-10/10 W.W.M.
CURB 40' MAX. SPACING
PLAN BUDDG.-STRUCTURE
1//88"R TOOLED 1/4'xl' DEEP %AN
JOINT 1/8'R TOOTED JONT
r*k%TERL#L
/6' AW STONE(NCDOT)
O' ABC SIOIE(HCDOT)
EXPANSION JOINT (E.J.) CONTRACTION JOINT (C.J.)
SIDEWALK JOINT DETAILS
NIS
REMOTE MOUNTED NEMA 4X
SIMPLEX CONTROL PANEL
SIMPLEX JUNCTION BOX,
S7RUCT. PLASTIC
1 1/2' CONDUIT FLANGE 1
m
4" INLET FITTING
(FIELD INSTATED)
GUIDE PLATE
PU 'OFF" LEVEL EL 28.7
2HP NON -CLOG PUMP EL. 27.7
.. 18_.. 48_
DISCHARGE PIPING - 14'
PVC SCH 40 OR SDR 21
(CONTRACTORS OPTION)
TO ADJACENT DITCH.
CAP END WITH VxV
STAINLESS STEEL MESH
TO EXCLUDE ANIMAS.
SST FASTENERS
VALVE EXTENSION HANDLE
ACCESS DRIVE
CURB SECTION
NTS
RAIL MOUNTING FLANGE
UFTOUT CHAIN, 1/4ST iNLESS STEEL
1 1/4" ANTI -SIPHON
VALVE, PVC (IF REO'D.)
TOP HOLD64
1 1/4' RISER PIPE
DISCHARGE LEVEL EL. 32.7
_HIGH WATER "ALARM" LEVEL EL. 30.7
-BOTTOM HOLDDOWN
-RAILS, 1' PIPE STAINLESS STEEL
PUMP "ON" LEVEL 29.7
'-1 1/4" DISCHARGE PIPE
SWING CHECK VALVE
& DISCONNECT ASSY
DISCHARGE CASE
4
2" TYPE 1-2 (NCW0
-8" ABC STONE (NCDOT)
]] .y♦ ;il
] 1
CONCRETE ANTI -FLOTATION BASE REQUIRES
8.5 CU. FT. FOR EACH FOOT OF BASIN DEPTH
68 CU. FT. (MINJ
BOLTS)
SHOWN
3/4
'-NT� MINTING
_$LI'PSOL12 KETO� HIQ{f ,IFLANGE
1 /4_1 1 /4• BALLDvVALLVE, Pvc
TRUE UNION, BLOCKED TYPE
• ANTI -FLOTATION COLLAR
-RAIL SUPPORT
ei
3 8-16UNC X 2 I.G.
HOR STUD
(3) REO'D.
PLAN
Gam• COLLAR H /-ASPHALT PAVEMENT
I I it N V1RIR
BRICK
STEEL OR WOOD POST
WIRE FABRIC
c
GA.WIRESI
FILTER FABRIC
M
Of
o
(
I ANCHOR FABRIC SKIRT
of
o_
AS DIRECTED BY ENGINEER
in
O
(I 3 I)
NOTES:
1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND
SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12" STAY
SPACING.
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF
36" IN WIDTH. FABRIC SHALL BE FASTENED
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE
ENGINEER.
3. STEEL POST SHALL BE 5'-0" IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
4. WOOD POST SHALL BE A MIN. OF 6' IN HEIGHT AND 3'
TO 4' IN DIAMETER. WIRE FABRIC SHALL BE FASTENED
TO WOODEN POST WITH NOT LESS THAN #9 WIRE STAOLE
1 1/2" LONG
TEMPORARY SILT FENCE
NTS
V-e' x 1'-0' x .080 STD. ALUM.
HANDICAPPED PARKING SIGN
WIT
RESERVED WI READ "RESERVED PARKING'
H ITO WD. AnON
SYMBOL
PBOLTLAT TO UT POST W/ 3/8• CALADIUM o
PARKING PLATED NUTS, BOLTS &WASHERS.
® 9• x V-0" x .080 STO ALUM. SIGN
TO READ 'VA ACCESSIBLE
BOLT TO WD. POST WITH 3/8' CANDIU
PLATED NUTS. BOLTS & WASHERS
9" : 1'-0• x 080 STD ALUM. SIGN
12. 70 READ "MAXIMUM PENALTY fIGO.
CIS 20-37.8 BOLT TO WD. POST
r- 1R5 WITH 3/8" CMIDIUM PLATED
LEGFMD AND BORDER - GREEN NUTS. BOLTS & WASHERS.
-
WITH S1BOL ON BLUE BACKGROUND
BACKGROUND - WHITE PRESSURE TREATED 4•x4' POST.
1-1/2 1-1/2FDYP)
,IIr MAt01AlJe1 VAN I I- III I11
°L 100TM /B'(TYP) /8'")11� I -
III -III -III
BpRppr �pAHp IUUppEER III -III
- WlNIE- GREEK H�r+LI'(GROUIlD B01WI7AE-
=111=11 I:
rww > A
3000 PSl COAIC.-•` 'B
'� SEC110
DROP INLET DETAIL
T 4'-0
PLAN
GAIN. BAR GRATING - 1' x 1/8" BEARING BARS. F
TYPE J CUPS. ATTACH TO 1- /4" x 1-1/4" x1 4
ANGLE FRAME. MORTOR FRAME TO TOP 0 0
TOP OF BANK 35.0 /
COARSE AGGREGATE
ti
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
NTS
TOP OF BANK
EL. 35.0
NORMAL POOL
"RCP
ATTACH GALVANIZED WIRE
ICLOTH OrR SMALL DIAMETER
ORIFICE (8 MESH .020 WIRE)
COUNTY FLOOD POOL 34.1
- 4" WEIR
1" I.D. TEMPORARY
STL PIPE GRAVEL
LIS"I. 10'-0" 3 FILTER
1
SECTION A - A BOTTOM 26.0
DETENTION POND OUTLET STRUCTURE
NTS
6' 6'
FLOOD POOL EL. 32.1
NORMAL POOL EL. 31.0
EL. 31.0
1�
�1 6
1 FOREBAY 3 MAIN POOL
BOTTOM EL. 28.0 1
3
3 BOTTOM
* POND SLOPE TO BE SEEDED IN ACCORDANCE EL. 26!
TO SEEDING SPECIFICATIONS
6:1 VEGITATED SHELF TO BE PLANTED
WITH WETLAND SPECIES I.E. COMMON THREE
SQUARE, DUCKWEED, PICKEREL WEED, PONDWEED,
SEDGES, SMARTWEED,WATERWEED & WILD CELERY
DETENTION POND & FOREBAY SECTION
NTS
CUT OR TOOLED
JOINT
XOULAR
HRECIION
PUN
LAC-\ 6' 4 6
],
tllie . .
■ ■ \ N LI B 1 m
LATE WINTER & EARLY SPRING
TEMPORARY GRASSING DETAIL
SEEDING MIXTURE
SPMES RATE (ib/aere)
Rye (grain) 120
Annual lespedezo (Kobe in
Piedmont and Coastal Plain,
Korean in Mountains) 50
Omit annual Iespeden when duration of temporary ewer is not to extend
beyond June.
SEEDING DATES:
Mountains - Above 2500 ft: Feb. 15-May 15
Below 2500 ft: Feb. 1-May 1
PLedmant - Jan. 1-May 1
Coastal Plain - Dec. 1-Apr. 15
SOIL AMENDMENTS
Follow recommendations of BOB tarts or apply 2.000 lb/acre ground agricul-
tural limestone and 750 Ib/aere 10-10-10 f"lizer.
MULCH
APPLY 4.000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING,
OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN 13E
USED AS A MULCH ANCHORING TOOL
MAINTENANCE
ReferoTize if growth is not fully adequate. Reseed, referODze and mulch im-
mediately following erosion or other damage.
TEMPORARY SUMMER GRASSING DETAIL
SEEDING MIXTURE
SPMES RATE (Ib/acre)
1ERMAN MILLET 40
IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED SIMDMICRASS MAY BE
SUBSTIMED AT A RATE OF 50 LB/ACRE
SEEDING NOTES
MOUNTAINS - MAY 15-AUG. 15
PIEDMONT - LAY 1-AM 15
COASTAL PLAN -APR. 15-AUG. 15
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR AIRY 2.000 LB/ACRE GROUND AORCUL-
TURAL LIMESTONE AND 750 LEI/ACRE 10-10-10 FERTIUZOR-
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR SRAW BY TACKING WITH ASPHALT. NETTING,
OR A MULCH ANCHORING TOOL A DISC WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL
MAINTENANCE
REFERIRRE IF GROWTH S NOT FUMY ADEQUATE. RESEED, REFS fUZE AND MULCH M-
MEXATELY FOUDAING EROSION OR OTHER ONIAGE.
TEMPORARY FALL GRASSING DETAIL
SEEDING MIXTURE
SPECIES RATE (ib/acre)
Rye (grain) 120
SEEDING NOTES
MOUNTAINS - AUG. 15-DEC. 15
COASTAL PLAN and PIEDMONT - AM. 15-DEC 30
SOIL AMENDMENTS
FOLLOW SOIL TESTS OR APPLY 2.000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 1,000 LB/ACRE 10-10-10 FE AMUZER.
MULCH
APPLY 4.000 LB/ACRE SIRAw. ANCHOR STRAW BY TACKING WITH ASPHALT. NETTING,
OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY SIRAKNT CAN BE
USED AS A MULCH ANCHORING TOOL
MAINTENANCE
Repair and refertfize damaged Cram Immediately. Topdress with 50 b/acre
of ndrogeu in March. N it re necessary to extend temporary cover beyond
June 15. overewd with 50 lb/acre Kobe (Piedmont and Coastal Plain
or Korean (Mountains) lespedezo in late February or early March.
DATE PRINTED
SITE WORK NOTES
1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
CONOTIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
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
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
EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
B. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
PROPERLY PERMITTED FACILITY AS REQUIRED.
9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UPUTIES WITH
APPROPRIATE PERSONNEL.
11. EXISTING SURVEYING PERFORMED BY JOHN L. PIERCE & ASSOCIATES SURVEYING COMPANY, INC.
AND SUPPLIED BY THE OWNER.
12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
PRIOR TO INSTALLATION.
13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER
AT FINAL GRADE.
15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
16. ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFORM TO NCDOT STANDARDS INCLUDING
WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS
AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
NIGHT REFLECTING.
20. DUCTILE IRON SHALL BE CLASS 50.
21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE
STRENGTH OF 30DO PSI O 28 DAYS - AIR ENTRAINED.
22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
PAID FOR BY THE CONTRACTOR.
CONSTRUCTION SEQUENCE
1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.
INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING
CONSTRUCTION.
4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.
SILT FENCE, SILT TRAPS, AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL.
5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
ENTERING STORM DRAIN PIPING.
7. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
8. ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS
SOON AS POSSIBLE BUT NO LATER THAN 30 DAYS AFTER DISTURBANCE.
ALL SLOPED AREAS TO BE SEEDED NO LATER THAN 15 DAYS.
9. MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE.
10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
PLAN PROVE TO BE LESS EFFECTIVE.
11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
MAINTENANCE REQUIREMENTS
1. CONSTRUCTION ENTRANCE MUST BE MAINTAINED TO PREVENT MUD OR SEDIMENT FROM LEAVING
SITE. PERIODIC TOP DRESSING WITH TWO INCH STONE MAY BE REQUIRED.
2. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE LESS THAN
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
PRACTICES AS DESIGNED.
3. SEDIMENT BASINS WILL BE CLEANED WHEN THE LEVEL OF SEDIMENT REACHES 2.0 FEET
BELOW THE TOP OF THE RISER. #57 GRAVEL WILL BE CLEANED OR REPLACED WHEN THE
SEDIMENT POOL NO LONGER DRAINS PROPERLY.
4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT
0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY
TO MAINTAIN A BARRIER.
5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY. AND MULCHED ACCORDING
TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE COVER.
SPRING -SUMMER
PERMANENT GRASSING DETAIL
SEEDING MIXTURE
SPECIES RATE fib/acre)
SERIfiA LFSPED3300
COMMON BERMUDACRASS 10
GERMSN MILLET 10
TALL FESCUE 50
SEEDING NOTES
1. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SOacEA
2. USE COMMON BERUDAGRASS ONLY ON ISOLATED SITES WHERE IT CANNOT BE-
COME A PEST. BERMMDAGRASS MAY BE REPLACED WITH 5 lb/are CENTIPEDEGRASS.
SEEDING DATES
APRIL 1 - JULY 15
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS. OR APPLY 3,000 lb/are
GROUND AGRICULTURE LIMESTONE AND 500 Ib/Ora 10-10-10 FERTILIZER.
MULCH
APPLY 4.000 b/aera DIM STRAWOR EOLNAI.ENF COMER OF ANOTHER SUITABLE
MUCH. ANCHOR BY TACXONG WITH ASPHALT, ROVING, OR NOTING OR BY CRIMPING
WITH A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL
MAINTENANCE
REFRTIM THE F'OUDWING APRIL WITH 50 lb/One NITROGEN. REPEAT AS GROWTH
REQUIRES. MAY BE MOWED ONLY ONCE A YEAR. WHERE A HEAT APPEARANCE S
DESIRED, OMIT SERICEA AND NOW AS OFTEN AS NEEDED.
FALL -WINTER
PERMANENT GRASSING DETAIL
SEEDING MIXTURE
SPECIES RATE rt'!(Ib/aSr )
TALL FERMUE(SUEND OF TWO
THREE M; ROVED VABETES) OR 200
RYE 25
SEEDING DATES
JANUA RY - APRIL
AUGUST - DECEABER
SOIL AMENDMENTS
APPLY UME AND FERTILIZER ACCORDING TO SOIL TESTS. OR APPLY 3.000-5.000 lb/are
GROUND AGRICULTURAL LIMESTONE (UER SE THE LOWRATE ON SANDY SOTS) AND
1.000 Ib/acre 10-10-10 FERTILIZEh.
MULCH
APPLY 44M lb/acre GRAM STRAW OR EQUIVALENT COVER OF NgDER ARABLE
MULML ANCHOR STRAW BY TACKING WITH ASPHALT. RONNG. OR NETTING OR BY CRIMP-
ING WITH A MACE ANC TIRING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CA
BE USED AS A MULCH ANCHORING TOOL
MAINTENANCE
FEf1I)ZE ACCORDING 70 SOIL TESTS OR APPLY 40 b/ern NITROGEN IN JAN ARY
OR FEHRU4TY• 40 b IN SEPTEMBER AND 40 lb IN NOVEMBER. FROM A 12-4-8.
16-4-8, OR SMKAR TURF FERTILIZER. AVOID FERTILIZER APPLICATIONS DORM
WARM WEATHER. AS THIS INCREASES STAND LOSSES TO DISEASE. RESEED. FERTILIZE.
At0 MULCH DAMAGED AREAS IMMEDIATELY. MOW TO A HEIGHT OF 2.5-3.5 INCHES
AS NEEDED.
REVISIONS
Description By
Z_
/0
a
11-4
0
0
A
z
W
0
W
0
z
C)
F'
U�]
o
A
�
�
O
I'll
T�
V
CO
Cu
Z
/11--well
134
W
°
co
Ir"A'All
c0
V
0
Z
w
� z
co
CD
co 5
t-W
a
r,
O
�
I
OC)w
�.q
z
I
a0
40
U �
0
CD
03 a
0
N
F-4
�)
1
AAAt IIII IIIIA„,
CAR
�N
ESSTq�,_
_ S E A L
17374 -
�'�'
.Clt.....
'''�Iunn11AAAA
�-
DATE 3-31-04
DESIGN PGT
DRAWN MBH
C2
SHEET 2 OF 2
03128
i

SITE
VICINITY MAP I
NOT TO SCALE
NORMAL POOL;
ELEV 31.0
NOTE.
THERE ARE NO WETLANDS ON THIS SITE.
29.19
w I 1��J /� +31.85 \\ 7. 29.30
CV I I 1 '� / v v 01 2 \
Ol
j 9 6 / � \\ \\ .7 35
I I 30. 0 / 88 / 33.49 \1.EXISTING FENCE ��
1 V + 3.85 \ TO BE REMOVE666)))iii� \ \ \ \ +29.47 \
I I I \ \ \ \
I I II I 1 / \\ \ �\ +2.77<' �� 2
1 24" F.E.S] w/ 1 1 / \ k\+32.98 \\ \\ �\ J6?*08-�WMONS >/ ( 87.71
1 8'x8'x12" I E.D. 1 2' - 1 _ /_5.9� \ _ _Z2
� � ti � .87
INV {30.5 I 1 E i_ sfiiv-IS7�w
LIMITS Off DISTURBANCE I / X I \\ ♦ 32.40 \
\ 20' setback, k \
6 VEGETATED SHELF } 33.671 1 31 1 \-w24" RC
STORMWATER I 1.
RETE TION PONq 1 791 \ SDMH\ A(o. 1
TOP 0 BANK 3 0
iy , , +3r�._ 7.
\ 30.2 30.32
\ 1
+32.84 9.09
+32.92 I I \
\ 7.
+31.72 \ \ \
\
\ " - +29.38 \ I
» \ +30.91 +3 .11
\\\ 429.36 \ III�C
y '
\ 29.80
+31.98 +29.60 C I
/ I
FL00 POOL 321
NPOOL 31.0 INV 30.7 z+321
BOtTOM 26.01 Im
II .I
1II
6w 3194-31.61
I
I
33.89 j II \\ \ I
-3I* . L .// I // // I I \\ IL \\'I \\ \�-- lIlli�I I
;� eI2M!]
- - - - }
EXISTING CONTOUR
132.;
EXISTING SPOT ELEVATION
i4i'0
PROPOSED SPOT ELEVATION
®
DROP INLET w/INLET PROTECTION
®
CURB INLET w/INLET PROTECTION
-� -�
STORMWATER RUNOFF DIRECTION
<:
CONCRETE AREA
- x XTSF
TEMPORARY SILT FENCE
+.w
LIMITS OF DISTURBANCE
1444,111
CONCRETE TO BE REMOVED
(125)
LANDSCAPING w/AREA
RETENTION POND DIMENSIONS I CMLRbL1 -I \
SPILLWAY; ELEV 4.5 2.4 \\ . T r \ '�
I 6' VEGETATED SHS� F ~°' \ \ I
24" E.S. w/� / I \ \ \ o IJ \ +32.3 31.7 22`9.35----• - - - - - -
\ _ 50- _ _- .: 7 38.50 Jam'
8'x8x12" E.DI \ / \ \ i 33.551 \ - 1 Q51 YVIFJE
INV 30.,5 30.4 \
'7-35.01 �r \ ` I a1 j J CLARA R. MILLIKEN
\ I \ \ \ I11 I I D.B.0826, P.0177
I \ ISTING FENCE v-
\ TO BE REMOVED \ I I I I I M.C."Y", P. 206
+34\45 V ) I �1 v I A v �� 11 1 1 1 v
NG
SITE DATA \� 18" R� I I I CATCH IBnSIN
SITE ADDRESS 4501 MAIN STREET \ I I / BE REPOVED
ZONING HB1711
BUILDING USE COMMERCIAL OUTLET STRUC��l1�2 3 I / 34.5 \ 78 \1 3 82 I [ f I - 09 �-
REFERENCE BETA - S. L - _ -_2 -ice` c '
NOTE. / x 34 - E \ / 33 ' s _ ---f- 28- �LJ.J7
3�iT� ._a
2.04 ACRES ---_ \ \ 31.79 CTRIC
TOTAL AREA (GROSS) ALL ROOF DRAINAGE SHALL 6E - - - - - - - - - - - -F 3)4. - d' 3?SFT _ 7
BUILDING HEIGHT 1 g' DIRECTED TOWARD FOR�f.BBB f�F 34_ �� 33.76 P P J5 \ \ 7 P. P T�
SETBACKS DETENTION POND ` / y5� \ aQ FRONT 20' \ / �_ 3 3 48 ao a �' \ I \ \ \ y* 95 _
SIDES 10, / 07 Ln 9 -- \ `\ COX IW ES-(MENTS, INC.
v �� �Is9
REAR 20 ' ` A NORTH CAROLINA
PORTION OF EXISTING DITCH TO 8E PLLED; S 1OPED •W / v + Ot y� .. I + .. 35111 �- 134 84 \ 4 13.5 33.67 �3*.0 / \
AREA TO BE LINED WITH EXCELSIOR MA"i AND St`EDED 33.86 --- 33.02 \
PROPOSED BUILDING AREA 11,286 SF N b C.I. No. 4 \
��� / C.I. No. 3 I II a I RIM 34.1 / �� \ 33.69� \ IORP%`�$ION
IN ACCORDANCE WITH SEEDING SPECIFICATIONS m / RIM 34.1 1 \ \
PARKING SPACES REQUIRED 45 y/ I NV 30.9 35. t. I I I 32.82 32.1 4 D•� 627, P.0518
/ INV 31.1 a - .78 _ \
(4 SPACES/1000 SF) f X I TXISTING 2 9 31.2d
TOTAL PARKING SPACES PROVIDED 89 20 xl CON RETE I NE STOR \ I 32.85 .` \
DUMPSTE PAD \ \ o I
I 8 9 } o eK BUIL Nc� (1) FH AS$Y. Erl 1 \ \ I ONC.PROPOSED ASPHALT AREA 39,200 SF JO ANN SIMMONS 1 5 I I 3 \ 3� 3 ,.3� �� �� � ,� 3,� I 34.18 \ \ 33. \ \ \ ; LAB
PROPOSED CONCRETE AREA 2,650 SF
D.6.176, P.182 +3g.b4 , / +32,9
PROPOSED LANDSCAPING AREA 2,250 SF \ \+31.'�
FUTURE IMPERVIOUS AREA 10,891 SF
TOTAL IMPERVIOUS AREA 64,027 SF
LOT COVERAGE 72.2%
THIS PROJECT IS NOT LOCATED IN A FLOOD ZONE ///%// //
\\
GENERAL NOTES
1. ALL EXISTING BUILDINGS, STRUCTURES, ASPHALT AND I
CONCRETE TO BE REMOVED BY CONTRACTOR PRIOR TO I
CONSTRUCTION.
P.PPP 7
34.17 - \
(\ I \\ ( +31.16
2. 35.51 I
3 .33 \ I I34�24 \ 33.45 \
99 327 -STORAGE
\\ I \ 3.I BUAJQING
1. No. 1 \ I I \ \ 3232.23 I
1 34.5 1 I \
V 31.1 1 34.81 I 34.55 34.T8-R32.23
I 34.55 34.21 \ +33.54 I ice'
3 I
*3276
-----i - 5.75 3 _ I \S rT1 a \ /� 34.04, 33.37:' `33.01 /
0 -
ID
2. CONTRACTOR SHALL COORDINATE WITH 'CP&L REGARDING ALL I - ,. + I � 3 80 \ \
WORK ON POWER AND STREET LIGHTING. 1 ��40 o ?�' + 4. _ � /f '8 3\S. 8 34.53 \\ // 11 / 33.70 \ I
3. CONTRACTOR SHALL CONSULT WITH LOCAL AUTHORITIES EXISTING SEPTIC TANK TO I / / ! O + 4, 1 +35.23 4.56
REGARDING ALL REMOVAL OF EXISTING SEPTIC SYTEMS AND BE REMOVED AND x I I i I't 35.11 \ \ 33.6�
FORCEMAINS. FORCEMAIN CAPPED /I h� / , LIMI OF DISTURBAN \\ I \
- - - - - - I ExlsnNc I � � I \ +34.06 34.14 .92 °- " I OLD \
34.18 PROVED
�4.32 4� 2 I ' /`rS I ASPHALT
I NO CURS & �' 9 -33.46 I I WOOD
I \
�ry / x - - S.L. / : GUTTER ALONG 4b.26 REST.
C� I I THIS SIC�E OF \ I -JOi.INA ENVIflO'
EXISTING - / I l0 3`i 9/ ( I o I VENTRAN E 35.36 \ 34.83 3.O'x3.5' + I 343L, \ MANAGEMENT COMMISSION
ONE STORY ,n 1 OD Y n 1' 1I I N ELEC. BOX \
34.6 1 © k 11 1 1 a ASPHALT +�.18 35. 35 \ \ 34.82 44 I W-DIVION OF WATER QUALITY
BRICK BUILDING 1 1 1 1 1 3.4 I + 7 +3 1¢ I y
/ x I I I APrn fi.7'x5.5 ' TFI FIPHONF { R l 1 ¢RUC
LIMITS OF DISTU BANCE \ / ' TING I 1.`9d EXISTING I 3 S \ ELEC. BOX BOX 1 I F, �
SP LT C.I. No. 1 ONE STORY \ I
' AR 1B ICK BUILDING a C.I. Nd. 2 ` \ +34.70 .1, 33.9.`,
I / I �g NIV 31.45 ( 1 CIL F- RIM 34.85 +34.62 I +34.41 � D.I.
35.03 \-{-34,93 - - ,L3 yFs I INV 31 3 ► BOXESHONE_ \ _ -- - - $:�$ I I W
34. 7 4' \ A9 I I RIM 32.6� - -
/I ASPHALT \7 u�i Sfteb Cit I 3 54 \^ ONSTRUCTIONTEMPORARY RENTRANCE 35. EEC. AVEL1I IIIfdV 29.95
AREA NL 1 N
R W /\1 35.25 \\ SIGN k 3' / *? y, 5" C 35.37 3 7-
5.5 1 I { 35.57 I _ _
.�j` 3 4
C.B. \ _N62.0294"E 201.57' 4'_ _ N59.0945 E - - - �j (��j T�j
TOP 34.44' / --- sT8 W.M. L I!- --_ _ ��-- - ---_ �1JV1J1V1J�
-� J 504-
EXISTIN SIGN TO BE E VED
\
/
I
I I
PROPOS
D SHQPt
1 35.
EXISTING
I
119 0 (2'x57)
I
ASPHALT
/
11.256
SF
AREA
/
F.F.
II
36.0. 3
.04"
\��\\\
" DI LI
T STATIO
I
II' I
61
_�
V2EFERE
CE DETA
L
I I
35.
cr /
I
EXI
TING SEPJE
C Tf NK
0
I
I
R O
D /
e
... : g• ..
DEWALK
REVISIONS
,""a z
01
za
O
H
O
P4z�
w�az
wz0z CO
A�WH
z E-I z
O
M �
E--4o�
vl u] U)
V
O
T
V1 OJ
Z
w O
Cd
zNco
FT"-�•1 S , y O c0
V U] S° ED to
O 1 1
z z In co
w ��Z
�
s~ I I
O O O
PL4 +•� C a � OA O O) a
F 0 o
O
4 cd
E-4 w w
INV.24 RCP=3X.9 - - 1 M. - } 34.71E - I�r00 _ '�
4.$�EXIST. 15" R. 34. 36.03 / \ 35.3 .51 5.49 - - --- 33.�� - - _ JUL '1 9 2004 CARp�/
INV.15' RCP=,32.11 \ \ 4y� /- - - \ \ , N
---- LL -- _ - _ __35.0/_ ----- - ---- --- - - i (,4---- 62 ---_ C7
g5 35. 5 _ _
- 111
s _ � Ess i
Exlsr. s" wArER ��� 5 0 35 iis..6" SLEEVE
�I"- �"
_ - - = \ EXIST. 6• WATER LINE 1 6 TA G -
INF - -
_ a - - - �� - - y Ex. c. G- �1 - - _ pxoa # 5/v 8 �¢0323 _ E A `
�-?� ---- - __
------3� -i -----ief Riles `, -�-._ 50 -----i 3T4 --- I35.94 - -
�'{-\ W.V. \ _'' IF7t 3��----- _T---- - - I353�----- --f-375 -- -- - � -- _ . 17374
2�" - $ORf 2" SS FOR�EMAIK - _ - - - - _ - { _ 6 00 35 7 6"
------ _ _ Q
sfi�ros'os•w,�l ALL EXISTING CON - - - - - - - \�` +� N�g54 E 3 90 - ' i-06 �! 3 AN�WEJ- =S'•. : Q
_ -- 3 - - -=< ------ --- -\ 3 / 5. 995 35.39��9g�F � '<�j•'•t?IGINE`• t�
N.c.G.s. nnoN. aoaar ---� � �N }�3 7� _ _ _ _ ANDS AND ASPHAL TO (9) 1-1/2 WA R RVIC S 23 UNDER ROA¢ - _ 1F(�����5 ' � NJ
N=86.22G.4941 - - --Li /i - �ACCORG,,Tr
\5p' \ - - - _ - - \s�� - .99 /A
E=2.192.3s9.4271- _ _ _ - - W11 TO PR SHOPS: - - - - - i 3fr U G+r �•L�l _ ��3� 1 \5 -6-�� 0 1� / GREGO
x ------ -7-- _---i-3P2II "-".90 35.5� - 35�4. CO nnn11
_- - +ism------ •�, HI _ rf6-
NAD e3 - __ _ _ _ _ = 3 7� NTED- - - - Ht� Y - - - - - - �-- -r_ _ - 35-8,'_KING - - - - - _
1 - _ _ ------ -_35�J �� 1---- ------___-- - /� \&D _ / _ +35.0a DATE 7-13-04
INV. - 31.19' _ � � '
W. V ST. 24 RCP- \/ ] 1 3" SAN. SEWER 45 - + 35.7.3 -� DESIGN
NNN W. V. l� FORCE MAIN -p, I _- RAW PGT
`(/Ny�y ww 3
F.Hv -- --_ - - _ _ _-_ _ _ _ - - _.. W.MI -1 7 I \ 35. W'V MM / N�AD 83 d� s 35.70 -3. 5. 77 -- ' grrE PT.!!1\
BRAWN MBH
33 -� ,6Q35 9 - _ �35.75 TELEPHONE\ I 1 D'r W I - - 1" = 30
J�55.55 w.v.-
���� C1
R/W -�y ----1 _ _- _ - ' BAR SCALE 1 "=30'
(1) 6" TAPPING SLEEVE O�
(1) 2" TAPPING VALVE U
(9) 1" WATER METERS w/ CONNECT TO EXISTING DATE PRINTED SHEET 1 OF 2
BACKFLOW PREVENTERS IN 3" FORCEMAIN 30 15' 0' 30' 60' 90'
GANG ASSEMBLY JUL 1 b 2G,4 03 2$
j

(a
go
1 1/4'
0
SIDE ELEVATION
12" I ��
PLAN VIEW i ® PP�LEN
E
ELEVATION SECTION A -A
MANHOLE STEP DETAIL
NTS
v
v
i
N1'-11 1/2' n
i. cLA fI)SON 1'-9 5/8"
2. DWEMRV-S&
FNNO.MH-�-20D1 V-10 3/4-
J. OR EglA84 2'-9 1/4" W 1 1�.
SECTION A -A
MANHOLE FRAME AND COVER
MOTES:
1. SIDEWALK T19CIOE33 SMALL BE 4' UNLESS VOTED OTHERWISE
L cmawunON JOINTS (C,).) SPACE SANE AS SIDEWALK WIDTH.
3, THICKEN SIDEWALK TO er AT DWVEYAYS.
4. THICKEN SIDEWMX TO e" N LAST 3' WIEl R ABUT PMEM Nt
WITH NO CURB.
& 11r EXONANSIDN JOINT E.J.) MOM AT W MAX AT SI EWYX
JUNC ION& AT STRUCTINIES, AID AS Maim ON SITE PLAN.
L PROVIDE A LAYER OF 150 BLM WELT BETWEEN WALK AND ADJACENT
PARALiII G CURB OR
7. REINFORCE ./&6-10/10 W.W.M.
40' MAX SPACING
5
REMOTE MOUNTED NEMA 4X
SIMPLEX CONTROL PANEL
SfFtUC JUNCTION BOX,
T. PLASTIC
1 1/2'. CONDUIT FUNGE
EY CONDUIT SEAL
(REO'D BY OTHERS)l
4' INLET FTTTING
(FIELD INSTALLED)
INV. IN EL. 31.1
120 PCF LOAD RATING A
GUIDE PATE
PU 'OFT LEVEL EL 28.7
2HP NON -CLOG PUMP EL 27.7
.. 18_.. 48-
DISCHARGE PIPING - 1)"
PVC SCH 40 OR
ASTIR 21
10
ON
DJACD
rSEND WON V
AINLESS STEEL MESH
TO EXCLUDE ANIMALS.
WOOD FRAME
KE
1. AS SYNTHETIC FABRIC. USE A PERVIOUS SHEET OF NYLON.
5.
TO PROVIDE NEEDED STABILITY TO THE INSTALLATION, FRAME WITH
POLYESTER. OR ETHYLENE YARN -EXTRA STRENGTH
2N4-NCH WOOD STRIPS AROUND THE CREST OF THE OVERFLOW
(50 LB 11NCH MIN.) -THAT CONTAINS ULTRAVIOLET RAY
AREA AT A MAXIMUM OF 1.5 FT ABOVE THE DROP INLET CREST.
INHIBITORS AND STABILIZERS. FABRIC SHOULD BE SUFFICIENTLY
POROUS TO PROVIDE ADEQUATE DRAINAGE OF THE TEMPOR0RY
8.
PEACE THE BOTiT)td 12 INCHES OF THE FABRIC IN A TRENCH AND
SEDIMENT POOL BURLAP MAY BE USED FOR SHORT-TERM
BACCFlLL THE TRENCH WITH AT LEAST 4 INCHES OF CRUSHED STONE
APPLICATIONS. IT MUST BE REPLACED EVERY 80 DAYS.
OR 12 INCHES OF COMPACTED SOIL
2. CUT FABRIC FROM A CONTRMIOUS ROLL TO ELIMINATE JOINS
7.
FASTEN FABRIC SECURELY TO THE STAKES AND FRAME JOINTS MUST BE
3. FOR STAKES. USE 2x4-NCH WOOD(PREFERRED)OR EOU1VALEHF
OVER LAPPED 'TO THE NEXT SAKE
METAL WITH A MINIMUM LENGTH OF 3 FT.
8.
1HE TOP OF THE FRAME AND FABRIC MUST BE WELL BELOW THE GROUND
4. SPACE STAKES EVENLY AROUND THE PERIMETER OF THE INLET
ELEVATION DOWNSLOPE FROM THE DROP INLET M KEEP RUNOFF FROM
A MAXIMUM OF 3 FT MART. AND SECURELY DRIVE UREA INTO
��N' THE INLET. IT MAY BE NECESSARY TO BUILD A TEMPORARY
THE GROUND, APPROXIMATELY 18 INCHES DEEP.
DIKE ON THE DON RJSLAPE SIDE OF THE STRUCTURE
CLASS
ASPHAL
ACCESS DRIVE
CURB SECTION
NTS
PAVEMENT SECTION
RAIL MOUNTING FLANGE
UFIOLIT CHAIN. 1/4' ST INLESS STEEL
.T�V/E'W IFI NP ED )
A I/4' RISER PIPE
EL 32.7
-HIGH WATER "ALARM" LEVEL EL In 7
-BOTTOM HOLDDOWN
-RAILS. 1" PIPE STAINLESS STED
-PLUMP 'TIN' LEVEL 29.7
�1 1/4' DISCHARGE PPE
SWING CHECK VALVE
& DISCONNECT ASSY
DISCHARGE CASE
BOLTS)
SHOWN
5 3/4
BRACKET, y!!M,
SLIp$OLMEIJMFLANGE
1 '1//24_' - OUTSOE BASRN
1 Ile FALLVALVE. PVC
TRUE UNION, BLOCKED TYPE
ANTE -FLOTATION COLLAR
RAIL SUPPORT
CONCRETE ANTI -FLOTATION BASE REQUIRES
8.5 CU. FT. F13R EACH FOOT OF BASIN DEPTH
68 CU. FT. (MIN.)
2 LG.
mum
II • • I1 '
TOP OF BANK
COARSE AGGREGATE���
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
TOP OF BANK
EL. 35.0
NORMAL POOL
EL. 31.0
GA. o
WIRESI
STEEL OR WOOD POST
WIRE FABRIC
FILTER FABRIC
ANCHOR FABRIC SKIRT
AS DIRECTED BY ENGINEER
u 3u
NOTES:
i. FENCE FABRIC SHALL BE A MIN. OF 32" IN W141H AND
SWILL WAVE. A MIN. OF SIX LINE WIRES WITH 12 STAY
SPACING.
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF
38" IN WIDTH. FABRIC SHALL BE FASTENED
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE
ENGINEER.
3. STEEL POST SHALL BE W-0' IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
4. WOOD POST SHALL BE A MIN. OF 6' IN HEIGHT AND 3'
TO 4' IN DAAIETER. WIRE FABRIC SHALL BE FASTENED
TO WOODEN POST WITH NOT LESS THAN /9 WIRE STAOLE
1 1/2" LONG
TEMPORARY SILT FENCE
"T
1'-e" x 1'-0' x .080 STD. ALUM.
HANDICAPPED PARKING SIGN
11L.)fJ1WC1/ TO READ 'RESEWM PARKING"
WITH IDENTIFICATION SYMBOL. C
BOLT TO WD. POST W/ 3/8- (END UM
>o p PLATED NUTS, BOLTS & 1iASHERs.
TO x AD ' x .080 SD r. SIGN
El
D READ D. AST WITH E'.
BOLT TO NUTS.
POST WITH 3/H
PUTED NUTS. BOLTS &WASHERS
9' x 1'-0" x 080 SID ALUM. SIGN
_ 12. TO READ "MAXIMUM PENALTY $100,
GS 20-37.6'. BOLT TO WD. POST
m1r18 MIN 3/8' GWDIUM PLATED
L@ AND B011pFlt - NMa/ NUTS. BOLTS & WASHERS.
WARE SYMBOL ON BLUE SWIGNNAD
BACKGROUND - NNE PRESSURE TREATED 4'x4' POST.
Tr
OD 1 /s'OYP)
T�ppp AHp RpRpF7L U�D ADD 9p I I AEII E
BAXOIA - NINE- aRFFTI B1p(PIOIRKD - N1iRE- � -ICI i � I � � i
e
Acm=S, PIPE A e
-24"RC I
If s
PLAN
GIILV. BAR GRATING - 1" x 1/8' BEARING BARS. FASTEN WITH
TYPE J CUPS. ATTACH TO 1-1/4" x 1-1/4' x1//4' GALVANIZED -ATTACH GALVANIZED WIRE
ANGLE FRAME. MORIOR FRAME TO TOP OF Duna STRUCTURE. / rIOTH SMALL DIAMETER
IFICE(8MESH .020 WIRE
ELEV 33.1
2" WEIR
24"RCP
1.25LD. 'J �- -TEMPORARY
STL P PIPE ( GRAVEL
1.6J��jAi�r 3 1 FILTER
++ SECTION A - A BOTTOM 26.0
' TAPE
DETENTION POND OUTLET STRUCTURE
NTS
6' 6'
�1 1 6
1 FOREBAY 3
BOTTOM EL. 28.0
3
* POND SLOPE TO BE SEEDED IN ACCORDANCE
TO SEEDING SPECIFICATIONS
* 6:1 VEGITATED SHELF TO BE PLANTED
WITH WETLAND SPECIES I.E. COMMON THREE
SQUARE, DUCKWEED, PICKEREL WEED, PONDWEED,
SEDGES, SMARTWEED,WATERWEED & WILD CELERY
FLUUU YtJUL LL. 0Z.I
NORMAL POOL EL. 31.0
\ IN POOL
1�
3 BOTTOM
TO PEDESTRIAN FLOW DIRECTION
PUN
y i:fy
$OPT 1:12 5>W
I I F
exe-1G/10 W.W.M. COMPACTED
SUBGRAIDE
TYPICAL SIDEWALK AND
)NHEEL CHAIR RAMP DETAIL
LATE WINTER do EARLY SPRING
TEMPORARY GRASSING DETAIL
SEEDING MIXTURE
A49zmyy RATE ib/Om)
Rye
lespedeza (Kobe in 120
Piedmont and Coastal Plain.
Korean in Mountains) 50
Omit annual IRRPW.m when du aft of twnpormy cover in not to mi@
beyond June.
SEEDING DATES:
Mountains - Abm 25W It Feb. 15-May 15
Bsbw 2500 1t: Feb. 1-May 1
Piedmont - Jon. 1-May 1
Coastal Plain - Dec. 1-Apr. 15
SOIL AMENDMENTS
Follow recamnNMatlaB of soli beet or apply ZOOO b/oc a wand aprkW-
turd Nm tm and 750 b/Eon 10-10-10 i'eMzer.
MULCH
APPLY 4,o0 plAm STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT. METING,
OR A MULCH ANCHORING 700L A 06K WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL
MAINTENANCE
ROwBI e N growth Is not fuey adegnxbe. Revved. rebertiRze and mukb im-
medlddy following Dowon or other damage.
TEMPORARY SUMMER GRASSING DETAIL
SEEDING MIXTURE
440M RATE ib/Om)
COMM INLET R 40
IN THE PMM ITED AT A O MOUNTAINS, A SM-SIEIBED SUFDA►OM45 MAY BE
SUBSTI50
SEEDING NOTES
MOLWRANS - MAY 15-MUG. 15
PIEDMONT - MAY 1-AUG. 15
COASTAL PLAN - APR. 15-MA 15
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS TURAL 11MES10NE AND 7W LAB/AC�RE�S0--110 ITAOR TIL� LEI/ACRE GROTTO MpiICIL-
MULCH
APPLY 4A00 ACRE STRAW. /ENCHOR SIRNY LW TACKING WITH ASPHALT. FETING.
OR A MULCH TOOL A DWW WmM O ADES SEr FEATLY STRIVER CM LE
USED AS A MULCH ANCHORING TOOL
MAINTENANCE
REFFRiRIZE W GROWTH 6 NOT FU 1Y AOEQ AIE RESEED. RFFFRI IM AND MULCH N-
MEDA7ELY FOUDWM EROSION OR OILER avd%E
TEMPORARY FALL GRASSING DETAIL
SEEDING MIXTURE
AEC= RATE Ab/Bm)
Rye (groin) 120
SEEDING NOTES
MOUNTAINS - AUG. 15-DEC. 15
COASTAL PLAN and PIEDMONT - AUG. 15-DEC 30
SOIL AMENDMENTS
FOLLOW SOL TESTS OR APPLY ZOIDO LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 1.000 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4.000 SIRAW. MOM SM W BY TACKING WITH ASPHALT, NEfiRO,
OR A MU1CH ANCHORING TOG. A GSA( WITH BLADES SET NEWLY STRAIGHT CAN BE
USED AS A MULCH
TOOL
MAINTENANCE
Repair and reHMRlze domo9ed areas MarrBobey. M . Topdmn * 50 b/arn
of n&vW In Mach. H R In n oweeny W ndand tanpaary coves
Kw n (Mountains) Iwpedem In lobe Fcis Kobe(obnmy �dw or lyand�Mon:1 Pdn
DATE PRINTED
,M 1 6 &4
SITE WORK NOTES
1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
2. CLEARING: R�J000TNNTNRACTOR SHALLQR�EEMgOVE ALL TREES AND VEGETATION WITHIN LIMITS
WtIDiIONS BOTH ON AMMEDUITELY DESIGNATED
AD I CEENTTDTO THE REMAIN.
3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
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
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
EARIFFMORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
PROPERLY PERMITTED FACILITY AS REQUIRED.
9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
EASEMENTS. THE CONTRACTOR SFWL NOTIFY ALL APPROPRIATE PERSONNEL OF
THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
RECONNECTION AND OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
APPROPRIATE PERSONNEL
11. EXISTING SURVEYING PERFORMED BY JOHN L PIERCE & ASSOCIATES SURVEYING COMPANY, INC.
AND SUPPLIED BY THE OWNER.
12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
THE CONTRACTOR SWILL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
PRIOR TO INSTALLATION.
13. THE CONTRACTOR SWILL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER,
14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER
AT FINAL GRADE
15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
METERS, TAPS, MATERIALS. WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
16, ALL PAVEMENT, BASE AND SUBGRADE SHALL CONFORM TO NCDOT STANDARDS INCLUDING
WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
17. ALL AREAS DWI BE GRADED FOR POSITIVE DRAINAGE THE CONTRACTOR SHALL REPORT
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
10. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS
AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
NIGHT REFLECTING.
20. DUCTILE IRON SHALL BE CLASS 50.
21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE
STRENGTH OF 30DO PSI O 28 DAYS - AIR ENTRAINED.
22. FIELD TESTING SMALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
PAID FOR BY THE CONTRACTOR.
CONSTRUCTION SE0004CE .
1. NO CUT SLOPE OR FAIL %DPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE ALL EROSION SHALL BE CONTROLLED
INCLUDING SIDE SLOPES WRING AND AFTER CONSTRUCTION.
3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.
INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING
CONSTRUCTION.
4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.
SILT FENCE, SILT TRAPS, AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL
5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
ENTERING STORM DRAIN PIPING.
7. A 4' LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
8. ALL DISTURBED AREAS SWILL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS
SOON AS POSSIBLE BUT NO LATER THAN 30 DAYS AFTER DISTURBANCE.
ALL SLOPED AREAS TO BE SEEDED NO LATER THAN 15 DAYS.
9. MAINTAIN ALL EROSION CONTROL MEASURES UNIT PROJECT IS COMPLETE.
10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
PIMA PROVE TO BE LESS EFFECTIVE.
11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIM TO PROJECT COMPLETION.
MAJNTEN44M REQUIREMENTS
1. CONSiRUCION ENTRANCE MUST BE MAINTAINED TO PREVENT MUD OR SEDIMENT FROM LEAVING
SITE PERIODIC TOP DRESSING WITH TWO INCH STONE MAY BE REQUIRED.
2. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFAIJ- BUT IN NO CASE LESS THAN
ONCE EVERT' WEE(. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
PRACTICES AS DESIGNED.
3. SEDIMENT BASINS WILL BE CLEANED WHEN THE LEVEL OF SEDIMENT REACHES 2.0 FEET
BELOW THE TOP OF THE RISER. /57 GRAVEL WILL BE CLEANED OR REPLACED WHEN THE
SEDIMENT POOL NO LONGER DRAINS PROPERLY.
4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT
0.5 FEET DEEP AT THE FENCE THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY
TO MAINTAIN A BARRIER.
5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE COVER.
SPRING -SUMMER
PERMANENT GRASSING DETAIL
SEEDING MWTURE
RATE (lb/am)
PENSACOLA BYRAOWLS 50
BERM LESPEOIA 30
COIBIIN BEMIOrOMS 10
GOWN WET 10
TALL FENCE 50
SEEDING NOTES
1. WHERE A MEAT APPEWXM 6 DESIRED, OMIT SEAICFA
L USE COMMON ffAUGV.RAS ONLY ON ISOLATED SEES NiLE IT CANNOT BE-
COME A PEST. BFRIBICADRAS MAY IE REPLACED WITH 5 b/acre XE1R1PEUEGRASS.
SEEDING DATES
APMR 1 - JULY 15
SOIL AMENDMENTS
�� AGRICULTURE UMI SIONE 50FORIUVER ACCORDING 000 bb/me 10-i100-1TESTS. OR 0 P OR�/0C1e
MULCH
APPLY 4.000 b/aae BRAN SIRAWOR EQUVAI NT COVFK OF ANOTHER SUITAW
MWNN. ANTiIgR BW TAC010 WITH ASPHALT. RlMr, OR FETING OR BY CRIMPING
WAIN A MICA ANCIOIOO TOOL A DISK WITH BLADES SET NEARLY STRAIGHT PiW BE
AN USED AS A MUCH CHHORM TOIL.
MAINTENANCE
RFFERRIff THE FOLLOWING APIL WITH 50 b Eon NITROGEN. REPEAT AS GROWTH
PEQUIFIM MAY BE TOWED OILY ONCE A YEAR. WPM A FEAT APPEARANCE 5
IESIIED, OW SEAM AND MOW AS OFTEN AS HEELED. -
FALL -WINTER
PERMANENT GRASSING DETAIL
SEEDING MIXTURE
" esm TAIL FESCUE(BLENDRATE ffi/ode)
TWO OR
IME IMPROVED VARIETIES) 20
SEEDING DATES
JAN ARY - APIR
AUGUST - DEDBBER
SOIL AMENDMENTS
APPLY UME AD FERF1JZER ACCORDING TO SOL. TESM OR APPLY 3.000,%OD b/Ern
=W1 AfACIL118RIL IBESIME (I.SE THE LOWER RATE ON SADY SOILS) AND
tAOO a/Enos 10-10-1O FIRRI7ER.
MULCH
APPLY 4.00D b/an pAM SI4WT OR EWN&W WAR OF A CMM SUITABLE
IRRCIL NICHGR STRAW of PACKING NM ASPHALT. ROVING, OR NETTED OR BY CRAIP-
NG WITH A MULCH ANCORRD TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN
K USED AS A MACH ANCHORING TOOL
MAINTENANCE
FWRR1ff ACCORDING TO SOL IBM OR APPLY 40 b//ao. WRD0 14 N JAAARY
OR FENRVM. 40 b N SFPIEMEU AND 40 b N NMMM FROM A 12-4-8.
1e- 4-B, OR SYAR TURF F7R TILIM. AVOID HRTILM APPLICATIONS WRAP
WAN WEATHER. AS INS; INCREASES SIAD LOSSES TO DISEASE. RESEED. FIMILIVE
AID MULCH 04WGED AREAS IMMEDIATELY . MOW TO A HEIGHT OF 2.5-3.5 INCHES
AS NEM.
REVISIONS
T
M0/�\ Z
a 0
O
A x U
/E­4y
W Er -4. 4 z
O ` w
z O
Fol
Ul
w O
04 a Ia
U
O
r � �
V C\2l
�y .,.M
W 0
Cd
W +) U
z Q)
1ee-11 O� co
LO
Ui 0 1
Z z co co
w scow
w
I I Z
+� ran O o C) w
QR U .� Q)
n-1 o
.4 �H 0
E'4
M ��FF`711111HK'���i
CARa/
'N.
SEAL �-
- 17374
��<�/A'•:.!GIN.... 4'`�
GREGO�\\ .
DATE 7-13-04
DESIGN PGT
DRAWN MBH
V 2
SHEET 2 OF 2
03128

REVISIONS
Description
0
I
-1- 32.84
SITE
-3292 i 1
2}_ 7•! 4
� I I li I
U j
1
1 i
I �
� 11 1
`��\ I I
CV` I I 30.8
� I I
ZD
I I
� ' I
1 � 1
I � 1
1
VICINITY MAP 7 24" I w/
.� .. .'.'.'. ; 8'x8'x12x12"IE.D. 1
NOT TO SCALE INV `50.5
1
NORMAL POOL;
ELEV 31.0
SITE DATA
SITE ADDRESS 4501 MAIN STREET
ZONING
HB
BUILDING USE
COMMERCIAL
TOTAL AREA (GROSS)
2.04 ACRES
BUILDING HEIGHT
16'
SETBACKS
FRONT 20'
SIDES 10'
REAR 20'
PROPOSED BUILDING AREA
10,032 SF
PARKING SPACES REQUIRED
40
(4 SPACES/1000 SF)
TOTAL PARKING SPACES PROVIDED
84
PROPOSED ASPHALT AREA
43,480 SF
PROPOSED CONCRETE AREA
3,016 SF
PROPOSED LANDSCAPING AREA
2,560 SF
FUTURE IMPERVIOUS AREA
7,499 SF
TOTAL IMPERVIOUS AREA
64,027 SF
LOT COVERAGE
72.2%
THIS PROJECT IS NOT LOCATED IN A
FLOOD ZONE
GENERAL NOTES
1. ALL EXISTING BUILDINGS, STRUCTURES, ASPHALT AND
CONCRETE TO BE REMOVED BY
CONTRACTOR PRIOR TO
CONSTRUCTION.
2. CONTRACTOR SHALL COORDINATE WITH CP&L REGARDING ALL
WORK ON POWER AND STREET
LIGHTING.
3. CONTRACTOR SHALL CONSULT WITH LOCAL AUTHORITIES
REGARDING ALL REMOVAL OF EXISTING SEPTIC SYTEMS AND
FORCEMAINS.
RETENTION POND DIMENSIONS
6' VEGETATED LIMITS OF DISTURBANCE -
SHELF
I
+33.67
STOWWATER 131.1
RETENTION POND-1,
TOP OF BANK 3510 I
FLOOD POOL 3211
NORM*L POOL 31.0 1
B070M 26.01 1
1 '
I1p
I In
1
-}-3434
1 ,
30'; EMERGENCY 3p 7 j
SPILLWA�; ELEV4.5 <.I j
24" €.E.S. w) ,,
8'x8ix12" E.Di
INV 30.0
1
I ,
1 ,
1
,,
24"ROB
I 1
1 i
11
OUTLET STRUCTUREI I.I.
PORTION OF EXISTING DITCH TO BE FILLED; SLOPED
AREA TO BE LINED 'NTH EXCELSIOR MAT AND SL`EDED
IN ACCORDANCE WITH SEEDING SPECIFIC/ TIONS
i
1
20'x10' CONCRETE DUMPSTER�
PAD W/ SCREEN
HVAC EQUU�IP,1�1 T IN- _,
SCREENED ENirC URA f 3
JO ANN SIMMONS
D.B.176, P.182
EXISTING SEPTIC TANK TO Ij
BE REMOVED AND
FORCEMAIN CAPPED II
j'l1
r
- - - - - - - - -
---t34.32 -�-
I ;� 1
EXISTING �
ONE STORY r 34.6
BRICK BUILDING I fit!
lI
LIMITS OF DIS4BANCE 1
35.03 -------t34d3_---
-+33?_ I
i, ASPHALT
� I AREA
SIGN
+31.72
+31.85
EXISTING FENCE
I(.�1.88 I -�' -{-3 C
.85 <\TO BE REMOVE9)�)
1 `
A' `_L �o
R/W 35.25
r -a N_62- 2-4-E-- 201.57'
C.B.
TOP=34.44'SI® WAL•
INV.24" RCP-3,T.9�' - -
INV.15" RCP-)32.11--_34.,g�EXIST. 15" R.C.P. I lq�c� 303
---- `- EXIST. 6" WATEIj I INF )�� - - --------
I L----` I _ _ - _.. .._ _. - - -.
------ � --------- �T
- 1 EX. C.B
�� ----- L --
�Y3$'t�`35.-50- ------ __ W.V.
ALL EXISTING CON ETE- NV
WA
MON. Obf3r --1�, '^� � 35.74==-_=_v _ALAN_DS AND ASPHAL TO (8) 1-1/2 TPR SHOPS; y '16.4941 ___
7L3S9.42Z I--- _ -' __ 1
_-- _ --- NTED ACCOR G T-------_==== N1M 3r ---� ------
--------------
- -- - - - - �-35��E�MIG�PFCIEICA_ ON S � ---------------
W.V�J - EXIST. 24TRCP J)5 �--------� � -
--- ------
_--------W M - - i W.V.��W.V.
--- ,+
F.H. +35 79 1 35.42 ww /
r-35 /5 TELEPHONE �
\is.55 ` W.V. � I
-�'- - J l �-- M.H. \f� \ I - -{ 35
RAW - --- "
(1) 6" TAPPING SLEEVE
(1) 2" TAPPING VALVE
(8) 1" WATER METERS w/
BACKFLOW PREVENTERS IN
GANG ASSEMBLY
D9
LEa
g- - - - EXISTING CONTOUR
THERE ARE NO WETLANDS ON THIS SITE.
+32.27 EXISTING SPOT ELEVATION
29 19
I
"�►2• PROPOSED SPOT .ELEVATION
-� '-29.30
`. 2
7 8 `.
I
® DROP INLET w/INLET PROTECTION
29`75
l
® CURB INLET w/INLET PROTECTION
+29 47 \�-
-� STORMWATER RUNOFF DIRECTION
-
-f 29.77 -"' i
'� 33
<: -
CONCRETE AREA
J0'A-l"a MMONS
'' 27.71
_ z.3 82-------- +29.38
�\ 1 � !I i 87
TSF
��-
X TEMPORARY SILT FENCE
'-- +29.38
` I
+30*t +29.36
1.14,
\ ii
11
I
LIMITS OF DISTURBANCE
&O, +29.80
i9
I14'l
�� CONCRETE TO BE REMOVED
98
+29.60
141
1
(t25) LANDSCAPING w/AREA
+-31.61i11l
IDIS
-LIMITS OFRBANCE---------------
1
, 1
X \\ _____---`�`
'Ill
II
`.
+32.39 `30.j22--- 5b---Rom_-__-___=
-- `---
�1 -_
31.71----------- a �#1- -----------------
-
- ---'tom
28.50
7. 3
-
1
``,
�.
30.40
l CLARA R. MILLIKEN
__._I�,-EXISTING FENCE v
D. B.0826, P.0177
TO, BE REMOVED ` `,
`.
j '
�' ' I
I 1 �
M.C."Y", P. 206
x
I
\ 78 3 82 \ ` _ -
� L-
ad I
- E {�i3.98 - - - - 32 . 4 \` 32. \ 31.79 ° 1 \\\ ' 2& /29
? CTRIC/
� \s� 32-_______ I
1 C.I. No.` 7\33.7s P. P , ' \ `� P�p, )0-
RIM 34.1
- f INV 31.0
l Els COX II`UYEStMENTS, INC. I
3a.ao .. 5.1 gym,- 3a 74 \� 02 +32.27 1 `.(� NORTH CAROLINA
RIM 34.1' i t 1� ` - 4.84 +33.86 +315.52 ; 33.67 P3.03
33.69 1 �
INV 30.85 I In D.� 62P 010 $
78 35.d1 1 I i �\ I �� �32-.82 32.14 :45 '
o ' k EI STO \` I 32.85
32.16 2. 31.24 \\ I
aoF o BHK BUIL NGI I (1) FH ASbY. fTt �, ONC-
1°° ,� LAB I N
35- •L Iz I i _ 34.18 33.75 - 32.1��'
P.P. 3.. 33.77 4.17` - `. 1
`. •: 1 +31.16
l =33 \ \ 32fiM35.51 I
+34. 4 1
199 STORAGE
33.27 .' 1 DU QING
135. 6 > I _�3g7tt-32.23
1 34.55 34.16 IQ
lI I l I Il t34.81 I `� 1� __-+32.23
0 -.-1-6 I I 34.55 34.21
K \1 +33.54
35 1
D f 1 I 75 1 i`` I f 34. 9 33.31 loll
O *32J6 I
a r*1---------1--
34.09` 33.37 E33.01
i 35. '� / i -` - 0
'1
-{- 4.7� j •ys LO /Y i 35v 34.53
/l
` 1 33.70
34.56 PROVED
35.1 v 1 LIMIT OF DISTURBAN 35.t1 ` 33.6d - - �I
(�C.1. No. 4 1 i +34.06 34.14 .92 � i I OLD I CAR ENVIROW MAL
ASIST'IN IMI 34.5 / " i - _. - 33.46 '
AREA INVI 1 65 15 RC1 C.I. No. 6 1 34.18 ' 3.95 I WOOD I WMG EWMMMISSION
•L. / 1 RIM 34.5 40.26+ REST. I OWN �1IW�ATERQrU.,A,IM
1 INV 31.35 l` 1 3_4.30- - ( _ 7"1I f? - 2w6
\ 18 CP i 35.36 34.83 3.0'x3.5' + --1
I ELEC. BOX i -34.33
4PF
EFERENCE SHEET CIA r _ I
1 ASPHALT 1�35�.18 .35.35 ,\ 34.82OR TURNLANE WIDENING +34114
I 1 AREA `� TEL HO E
\ ND STRIPING PLAN 6.2'x5.5.' 1 BOXEi
C.1. No. 5 F l TEMPORARY GRAVEL 3 5 ` \ ELEC. BOX 1] �-
RIM 34.5 1 CONSTRUCTION ENTRANCE +34.70 +34.62 �� +33.95
'INV 31.55 0 I TEL_ c--__t34.41 i D.I.
1 BO 9. --���$:�$ li i i � �� RIM 326�_
34. 7 3554 \ EC. ' �� , 1 I 1 S--INV�19.95
EXISTING SIGN TO BE REM 5. - I j
J } 35.37 5.52 -b52� I , i i 4 _<-l 33.91
,1+35.57 i --+ t34_3J -13'�_LINE� =+33i �C
v 90.44' 6 1 i/ 1z --- 34.t1SLg-WP
"r- 4' OT�.r `-09T45 E W.M. . L. ' 4]� _ -
K=30' swoons -----35.-- .`Z4 _ _ , -34.82 0
Nor
35.5 5.5 35.49
-- - __ - i <'35.13
35.36 1_ ---
35.15 (1) 6- LEEVE c==---wwwwo �_ _ \ -- }j�S
:AiQN OF Ex1555 6' 1y9 R1d9lN--- �(1) 6" TAP G_ -YE - 1-�F------------- - -- �35.30
I- �.�--i"35-43= - --_-------i 35 74
--------+3535-------------- %1 �� ��
_ I)RY-8ORE;y.wFOROEMAId-3 9v-- `',------�- -ii - �" 0 6 _ J- - - -+\. 4 y�R
UNDER ROAd -- i��7�7� '---------- i'S6.o0 35 69 'Ic35.89
- T 35.39 V I -
------ -- 6 3Sk62=s�_------+35.99 35.78 Cr
_J------- ----�36:28-f}3 )---- __--= _ - 0
--------- ( `--- 35.90 _ _ - CQ
--------t�81'Lc \ jj"S�=Gtln+36.2b �_ _+35.5� r3J _- COrS' R/
-- v
_T -------- /1- } 36:44----+38.30--- ,' - +35.87 _ _ - - - - - ~ CEI�JE
-, -' --- +35-48�--+35.04
�/ --- ----- ---r64 - -T i
----- - 35.73 7 2005
T5.
-- - _
E=2.19jY,823053 [r] +35.70 +34735.77 --- PTAN
COW. FACTOR- 1 .0001 16 U - SffE PT A
-CONNECT TO EXISTING
F 3" FORCEMAIN
BAR SCALE 1 "=30'
0
�a
Z
O
0-4
z E -1
0
C) A
W Z
�z�o
w
zw��
U
A W�
w
Z F-i z
O~1 w
c� �4 0
W
U
O
,44
co
t-1 ._4
W O
cd
i-1
y +' U
N
1�1 -p O� 0
V u) Q 1 1 a
Z Co co
w� co co
M W
� I � z
^ U] O 00W
0.4 �, (,
0-4 � r! o
�\ �) 0 >4 N
E4 a,w"
SEALZ9
17374 (1
DATE 01-10-05
DESIGN PGT
DRAWN MBH/MVL
c 1
36' 15' 6' 30' 60' 90' SHEET 1 OF 3
03128

OD
M
1 1/4-
o A O
A SIDE ELEVATION
10 3/4"
1/2" GRADE 80
12•__ZsrEEL REINFORCEMENT
PLAN VIEW ® COPOLYMER
-- fA
PLAsncPOLYPROPYLENE
ELEVATION SECTION A -A
MANHOLE STEP DETAIL
NTS
STTOORM DRAINN AS REQUIRESEWER D
NNG ADM COVER CONTACT
SURFACES SHALL BE MACHINED
SO AS TO INSURE EVEN BEARING
)F COVER ON RING.
TOP OF COVER
e
1'-11 1/2"
NI
n
rL
i
(MANUFACTURERS)
V-9 5/8"
1. G.R. ENNIS k SON
[I
-
140. MH-GRE-24
2. DEWERY BROS.
NO. MH-RCR-2001
-
1'-10 3/4" -_.-
___ __
3. VULCAN
NO. VM-84
OR EQUAL
2'-9 1/4'
MINIMUM WEIGHTS:
RING - 190 LBS.
--
_-- - --
COVER - 120 LBS.
SECTION A -A
MANHOLE
FRAME AND
COVER
Ctt.:
NOTES:
SIDEWALK THICKNESS SHALL BE 4• UESS NOTED OTHERWISE
1. M UNLESS
2. CONTRACTM JOINTS (CJAN .) SPACE SE AS SIDEWALK WIOM
3. THICKEN SIDEWALK TO V AT DRIVEWAYS
4. THICKEN SIDEWALK TO 6• N LAST 3' WHERE IT ABUTS PAVEMENT
WITH NO CUR&
5. 1/2• EXPANSION JOINT ((EJ.) REQUIRED AT 50' MAX. AT SIDEWALK
AT SIRIICRIRES, AND AS NOTED ON SITE PUN.
-
JINLTKNNS,
S. PROVIDE A LAYER OF ,5/ BLDG. FWADI ELT BEIWEEM WALK AND AACENE
PARALLNNG CURB OR STRUCTU
7. REINFORCE ./6x6-10/10 W.W.M.
CURB __-_
.__. 40' MAX. SPACING
1
-A
PLAN BUDG.-STRUCTURE TOOLED 1%8 1T ID dONE
JOINT 1
I t.
t � •
JOIN
T EXPANERNSIONL 11C ABC STOWNCOOT)
W7
6- ABC STONE(NCDOT)
EXPANSION JOINT (E J.) CONTRACTION JOINT (C.J.)
REMOTE MOUNTED NEMA 4X
SIMPLEX CONTROL PANEL
SIMPLEX JUNCTION BOX,
STRUCT. PLASTIC
1 1/2' CONDUIT FLANGE
EY CONDUIT SEAL -
(REO'D BY OTHERS)
1 1 2 CONDUIT
REO4" INLET FITTING -�
(FIELD INSTALLED) \
m
120 PCF LOAD RATING AT S.F.2
GUIDE PLATE
PUMP "OFF" LEVEL EL. 28.7
2HP NON -CLOG PUMP EL. 27.7-
18
DISCHARGE PIPING - 1j"
PVC SCH 40 OR SD4� 21
CONTRACTORS OPTION
O ADJACENT DITCH.
CAP END WITH Weili
STAINLESS STEEL MESH
TO EXCLUDE ANIMALS.
NOTES:
1. AS SYNTHETIC FABRIC, USE A PERVIOUS SHEET OF NYLON,
POLYESTER, OR ETHYLENE YARN -EXTRA STRENGTH
(50 LB/ 11NCH MIN.) -THAT CONTAINS ULTRAVIOLET RAY
INHIBITORS AND STABILIZERS. FABRIC SHOULD BE SUFFICIENTLY
POROUS TO PROVIDE ADEQUATE DRAINAGE OF THE TEMPORARY
SEDIMENT POOL BURLAP MAY BE USED FOR SHORT-TERM
APPLICATIONS. IT MUST BE REPLACED EVERY 60 DAYS.
2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS.
3. FOR STAKES, USE 2x4-INCH WOOD(PREFERRED)OR EQUIVALENT
METAL WITH A MINIMUM LENGTH OF 3 FT.
4. SPACE STAKES EVENLY AROUND THE PERIMETER OF THE INLET
A MAXIMUM OF 3 FT APART, AND SECURELY DRIVE THEM INTO
THE GROUND, APPROXIMATELY 18 INCHES DEEP.
TEMPORARY FABRIC DROP
CLASS
ASPHAL
FASTENERS
AALVE EXTENSION HANDLE
ACCESS DRIVE
QURB TI 0 N
NTS
2" TYPE 1-2 (MCDOT)
- 8" ABC STONE (N DOT)
��la�°.)1; !1,1C SL ••fir • .
>>
RAIL MOUNTING FLANGE `
LIFT UT
CHAIN, 1/4" ST NLESS STEEL
1 1/4• ANTI -SIPHON
VALVE, PVC_ -(IF REQ'D.)
TOP HOLDWWN
1 1/4" RISER PIPE
EL 32.7
_-HIGH WATER 'ALARM* LEVEL EL �7
-BOTTOM HOLDDOWN
-RAILS, 1" PIPE STAINLESS STEE
-PUMP "ON" LEVEL 29.7
�1 1/4• DISCHARGE PIPE
SWING CHECK VALVE
k DISCONNECT ASS'Y
�-DISCHARGE CASE
___�CONCRETE ANTI -FLOTATION BASE REQUIRES
8.5 CU. FT. FOR EACH FOOT OF BASIN DEPTH
68 CU. FT. (MIN.)
BOLTS)
SHOWN
3/4�8
9
��EM.PTTNG LIPSQCKETk
SFLANGE
1. 1/2, - BASIN
1 VE, PVCTRUBLOCKED TYPE
ANTI -FLOTATION COLLAR
SUPPORT
GA o
WIRES
STEEL OR WOOD POST
WIRE FABRIC
FILTER FABRIC
ANCHOR FABRIC SKIRT
AS DIRECTED BY ENGINEER
1 I u
NOTES:
1. FENCE FABRIC SHALL BE A MIN. OF 32" IN W14TH AND
SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12 STAY
SPACING.
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF
360 IN WIDTH. FABRIC Shall BE FASTENED
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE
ENGINEER.
3. STEEL POST SHALL BE 5'-0w IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
4. WOOD POST SHALL BE A MIN. OF 6' IN HEIGHT AND 3'
TO 4' IN DIAMETER. WIRE FABRIC SHALL BE FASTENED
TO WOODEN POST WITH NOT LESS THAN /9 WIRE STAOLE
1 1/2" LONG
TEMPORARY SILT FENCE
NTS
1'-8• x 1'-0" x LOBO STD. ALUM.
HANDICAPPED PARKING SIGN
TO READ "RESERVED PARKING*
REM
WITH IDENTIFKATION SYMBOL. C
��/��1(� BOLT TO WD. POST W/ 3/6• CANDIUM
PW11AlIR1 PLATED NUTS, BOL7S k WASHERS.
m 9• x 1'-0• a .oeo STD A.SIGN® 11M. BOLT
REM "VAN POST
WITIE•.
BOLT 7D "WD.VA POSE WITH 3 e•
PLATED NITS BOLTS k
9• x l'-W x 080 STD ALUM. SIGN
1 12• TO READ 'MAXIMUM PENALTY $100.
CS 20-37.6-. BOLT TO WD. POST
r- f1lp WIN 3/8• CINDIUM PLATED
LEGEND AND BORDER - OEDN NUTS, BOLTS k WASHERS.
WHITE SYMBOL ON BILE flceKCRourw
BACKaROIHO - WHITE PRESSURE TREATED 4•x4• POST.
-,-1/2'I11P)
�TWm/8'_[TYP)I
) /6 (IYP) III I
IBOWf - GREEN Ig
A
w
PLAN
GALV. BAR GRATING - 1" x 1/8" BEARING BARS. FASTEN WITH
TYPE J CUPS. ATTACH TO 1-1/4" x 1-1/4' x1 4' GALVANIZED ATTAI
ANGLE FRAME. MORTOR FRAME TO TOP OF 0 STRUCTURES rCLQ1
ORIFI
TOP OF BANK 35.0 1
WOOD OR STEEL STAKE -
FABRIC
U
rc
li•,I',P C Iiccais;i
W a
KE
5. TO PROVIDE NEEDED STABILITY TO THE INSTALLATION, FRAME WITH
2x4-INCH WOOD STRIPS AROUND THE CREST OF THE OVERFLOW
AREA AT A MAXIMUM OF 1.5 FT ABOVE THE DROP INLET CREST.
6. PLACE THE BOTTOM 12 INCHES OF THE FABRIC IN A TRENCH AND
BACKFILL THE TRENCH WITH AT LEAST 4 INCHES OF CRUSHED STONE
OR 12 INCHES OF COMPACTED SOIL
7. FASTEN FABRIC SECURELY TO THE STAKES AND FRAME. JOINTS MUST BE
OVERLAPPED TO THE NEXT STAKE
8. THE TOP OF THE FRAME AND FABRIC MUST BE WELL BELOW THE GROUND
ELEVATION DOWNSLOPE FROM THE DROP INLET TO KEEP RUNOFF FROM
BYPASSING THE INLET. IT MAY BE NECESSARY TO BUILD A TEMPORARY
DIKE ON THE DOWNSLOPE SIDE OF THE STRUCTURE.
INLET EROSION CONTROL
(t nF h NT1DM-- OR PIPE���
OOBO• \ fl �ASPHALT PAVEMENT
FI FV VARIES
I�
.•. •• viy.....�
•
�o z
COARSE AGGREGATE -
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
NIS
TOP OF BANK
EL. 35.0
WEIR
'RCP
STLIPIPE151
o TEMPORARY
LswL N GRAVEL
10�'--0' Ls�L 3 1 FILTER
SECTION A - A BorroM 26.0
DETENTION POND OUTLET STRUCTURE
NTS
6' 1. 6'
OIHIG FLVVU rVVL GL. 04.1
NORMAL POOL fO NORMAL POOL EL. 31.0
EL. 31.0 6
1 FOREBAY 3 MAIN POOL
BOTTOM EL 28.0 1
3
3 BOTTOM
* POND SLOPE TO BE SEEDED IN ACCORDANCE EL 26.0
2 I.G. TO SEEDING SPECIFICATIONS
* 6:1 VEGITATED SHELF TO BE PLANTED
WITH WETLAND SPECIES I.E. COMMON THREE
SQUARE, DUCKWEED, PICKEREL WEED, PONDWEED,
SEDGES, SMARTWEED,WATERWEED & WILD CELERY
DETENTION POND -& FOREBAY SECTION
NTS
4•
� OR TOOLED
BROOM FINISH PERPENDICULAR
TO PEDESTRIAN FLOW DIREMION
PLAN
6' 1 1' 1 6'
+ icit TADS ..
II I I I
Ba6-10/10 W.W.M. COMPACTED
SIIBGRAOE
TYPICAL SIDEWALK AND
WHEEL CHAIR RAMP DETAIL
LATE WINTER & EARLY SPRING
TEMPORARY GRASSING DETAIL
SEEDING MIXTURE
Jqfz=g RATE (Ib/aml
AnnRyoual �nbapedeza (Kobe in 120
Piedmont and Coodal Plain,
Korean in Mountains) 50
Omit annual kspsdm When dlalEon of temporary cover Is not to elLMld
byond .pees.
SEEDING DATES:
11"talr - Abors 250E ♦ : Feb. 15-May 15
A I 250E k Feb. 1-May 1
Plsdneord - Jan. 1-IAay 1
Cow" Plain - Dec. '-Apr. 15
SOIL AMENDMENTS apgy 2 00p
tiaW Fxnesbns ollow recononeweetiolicnio a aas 1wall tomb o-1Q MZOOO. O/� (�� �-
MULCH
APPLY 4,000 LEIACRE STRAW. ANCHOR STRAIN BY TACKING WITH ASPHALT. METING.
OR A MULCH ANCHORING 700L A 06K WAIN BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
Rehortilln If iaWy following oebn dMr doinoysRewd, raNAlRze and mulch Mn-
TEMPORARY SUMMER GRASSING DETAIL
SEEDING MIXTURE
lim= RATE (Ib/acrel
GERMAN INLET 40
IN THEIITED ON A MFATMOUNTA OF 50�M�-SlElkm SUNDImCim WY BE
StIESSEEDING NOTES
MOINDI NS - MAY 15-AUG. 15
PIEDMONT - MAY 1-AD. 15
COASTAL PLAN - APR. 15-NAG. 15
SOIL AMENDMENTS
FOLLOW REDMA*)MMS AND 750 LLBB/MCRE10 10-10 APPLY
FERR�. �ApE GROUND AXiBCIL-
AML LIMESTONE MULCH
APPLY 4J000 lB/ACME STRAW. ANCIdt SKIM BY TACIIIO WGH ASPALT. METING,
OR A MACH ANCFDIIM: TOOL A OW WAIN BY SET MEANLY smaw cm BE
USED AS A MULCH ANCIOM TOOL
MAINTENANCE
REF RIWRE F GROWTH 6 NOT FULLY AOEDW7E RESEED. IEFEDHIIIE AND MULCH N-
IEDA7FLY FOLLOWING EROSION OR OTHER ONVCE
TEMPORARY FALL GRASSING DETAIL
SEEDING MIXTURE
RATE Ab/aorel
Rye (grain) 120
SEEDING NOTES
MOUNTAINS - AUG. 15-DEC. 15
COASTAL PLAN and PIEDMONT - AUG, 15-OW 30
SOIL AMENDMENTS
FOLLOW SOL TESTS OR APPLY Z,OW LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 1,000 LB/ACRE 10-10-10 iERT IIER
MULCH
APPLY 4.000 LB/AM STRAW. ANC.W STRAW BY TACKING WITH ASPHALT. MEETING.
OR A MULCH ANCIORNG IOTA_ A Dh7X WIN BLADES SET NEARLY SMAII(F CAN BE
USED AS A MULCT ANCHORING TOOL
MAINTENANCE
Repots WWI rWe w" dur, r, areas Ynwela4y. Topdnw WRh 50 b/an
of nitrogen in March. IF It Te naoreay to aeIGIM Jaw 15. with 50 b/ocre Kobe bdpoCoryaPlba
or Koran (Mountaim) Mepedem N Dols FeMWWuy or early Mvah.
SITE WORK NOTES
1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
2. CLEACCRppINNNG: - CONTRACTOR SFWl REMOVE EA�LL�NTpR7E�EpS AND VEGETATION WITHIN LIMITS
CONDTroNS BOTH ON D IMMED YDADJACENT TOroTHE�SffEN.
TH
3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS. STUMPS,
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
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
EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
FILL QUANTITIES AND COMPLETE INSTAlATON TO SPECIFIED GRADES.
B. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
PROPERLY PERMITTED FACILITY AS REQUIRED.
9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
APPROPRIATE PERSONNEL
11. EXISTING SURVEYING PERFORMED BY JOHN L PIERCE & ASSOCIATES SURVEYING COMPANY, INC.
AND SUPPLIED BY THE OWNER.
12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
PRIOR TO INSTALLATION.
13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36' COVER
AT FINAL GRADE
15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SEAL BE THE RESPONSIBILITY
OF THE CONTRACTOR AND SHAH COMPLY WITH ALL REQUIREMENTS.
16. ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFORM TO NCDOT STANDARDS INCLUDING
WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE THE CONTRACTOR SMALL REPORT
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TRIES
18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS
AND INSTALLED IN ACODRDANCE WITH MANUFACTURER'S REQUIREMENTS.
19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
NIGHT REFLECTING.
20. DUCTILE IRON SHALL BE CLASS 50.
21. CONCRETE FOR WARS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE
STRENGTH OF 3000 PSI O 28 DAYS - AIR ENTRAINED.
22. FIELD TESTING SFWl BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
PAID FOR BY THE CONTRACTOR.
CONSTRUCTION SEQUENCE
1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FAIL OF ONE FOOT FOR
EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE ALL EROSION SHALL BE CONTROLLED
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.
INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING
CONSTRUCTION.
4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.
SILT FENCE, SILT TRAPS, AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL
5. IF APPLICABLE,CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT &SIN
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
ENTERING STORM DRAIN PIPING.
7. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
B. ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS
SOON AS POSSIBLE BUT NO LATER THAN 30 DAYS AFTER DISTURBANCE.
ALL SLOPED AREAS TO BE SEEDED NO LATER THAN 15 DAYS.
9. MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE.
10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
PLAN PROVE TO BE. LESS EFFECTIVE.
11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
MAINTENANCE REQUIREMENTS
1. CONSTRUCTION ENTRANCE MUST BE MAINTAINED TO PREVENT MUD OR SEDIMENT FROM LEAVING
SITE PERIODIC TOP DRESSING WITH TWO INCH STONE MAY BE REQUIRED.
2. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING. RAINFALL, BUT IN NO CASE LESS THAN
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL.
PRACTICES AS DESIGNED.
3. SEDIMENT BASINS WILL BE CLEANED WHEN THE LEVEL. OF SEDIMENT REACHES 2.0 FEET
BELOW THE TOP OF THE RISER. /57 GRAVEL WILL BE CLEANED OR REPLACED WHEN THE
SEDIMENT POOL NO LONGER DRAINS PROPERLY.
4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT
0.5 FEET DEEP AT THE FENCE. THE .SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY
TO MAINTAIN A BARRIER.
5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE COVER.
SPRING -SUMMER
PERMANENT GRASSING DETAIL
SEEDING MIXTURE
RATE fib/am)
PEH6ACOA BNW/6RA55 50
SEFM 000 6Em�RA1
TALL FESCUE 550
SEEDING NOTES
1. WHERE A NEAT APPEARANCE 6 DESIRED, OMIT SERICFA
Z 115E COMMON BERl10AGRASS ONLY ON ISOLATED SITES WHERE IT CANNOT BE-
COME A PEST. BEAIRAMAASS MAY RE REPLACED WITH 5 b/oaa CEMFEDEGRASS
SEEDING DATES
APRL 1 - JULY 15
SOIL AMENDMENTS
APPLY LYE AM FERTILIZER ACCORDING TO SOL TEST$ OR APPLY 3,000 b/oas
GROUND AGRICULTURE LYESTOM AID 500 b/ous 10-10-10 TERIIM
MULCH
APPLY 4AXe 6 auto CAN sntW R BXYI4WEHT COVER OF ANOTHER SUITABLEIYNMCI. BY TACIIO WITH ASPHALT, ROVING, OR HErl= OR BY a WIG
WITH A MULCH NNCIONM TOOL. A DISK MIN BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORM TOOL
MAINTENANCE
RE3ERR12E THE FOLLOWING APRL WAIN 50 6/auto NITROGEN. REPEAT AS GROWTH
RELINES MAY BE MONED ONLY ONCE A YEA1L WHERE A NEAT APPEARANCE 6
DESIRED„ CET SFAIC'A AND MOW AS OFTEN AS NEEDED.
FALL -WINTER
PERMANENT GRASSING DETAIL
SEEDING MIXTURE
All= RATE (Ib/acre)
TALL FIMPIE
OF TWO OR
RYE GRIN) gamTHREE IMPROMEI) ) 25
SEEDING DATES
#MARL - APRIL
AUGUST - DEXEMBER
SOIL AMENDMENTS
APPLY LINE AND UY'�b/an
G tOO AGRICULTURAL LIMESTONE SANDSOLS)AKD
1J= b/aas 10-10-10
MULCH
APPLY 4AGD b auto GRAIN STRAW OR EOIVAIENT cam OF ANOTHER SIIfANE
MULCH, NOW SFRMW BY TICKING WITH ASPWLT, MOVING, OR NETTING OR BY MW-
NG WITH A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY SIRNIIT CAN
BE USED AS A MULCH ANCHORING TOOL
MAINTENANCE
FERTILIZE ACCORDING 70 SOL TESTS OR APPLY 40 -6�L/am� �NITROGEN INJA N AIRY
OR FEBRUW. 40 6 INSEPTE BER AID 40 It INPI11111M KIT, FROM A 12-4-0,
16-4-8, OR SIMILAR TURF FB11EJ7FR. AVOID FERTILIZER APPLICATIONS DURING
WARM WFAIIER, AS THIS INCREASES STAID L(15464 TO DISEASE. RESEED, FERHIDE,
N � IM IAGED AREAS IMMEDIATELY IOW M A TEAT OF Z5-M NOES
AS
0
0
REVISIONS
Description By
1.4
0
Z
0
ul
O
V L
E-4
r ,
W
w
E-4
z
�'
z
r�
•
O
a
i.4
0
A
v1
41,
a
.-4
r�
V
�
Cq
Cq
w
O
TO
_
(1)
��om
Fr
O
to
1
Ln ti
I D_
Z�zcy)cz
W114
r-r,_
f1Q)
�
f�A O
Oor-I
O w
a
G(1
.,P3.1
O�
05 a
poet-4
M
O
N
�y �j
/Q
r
AA``A 111 I IR
.
SEAL
- 17374 Q -
�R-acK
///1111111111A
DATE 01-10-05
DESIGN PGT
DRAWN MBH/MVL
C 2
SHEET 2 OF 3
03128

�0
SITE
I VICINITY MAP I
NOT TO SCALE
SITE DATA
NORMAL POOL;
ELEV 31.0
SITE ADDRESS 4501 MAIN STREET
ZONING
HB
BUILDING USE
COMMERCIAL
TOTAL AREA (GROSS)
2.04 ACRES
BUILDING HEIGHT
16'
SETBACKS
FRONT 20'
SIDES 10'
REAR 20'
EXISTING BUILDING AREA
10,032
SF
PROPOSED BUILDING AREA
5,000
SF
PARKING SPACES REQUIRED
60
(4 SPACES/1000 SF)
TOTAL PARKING SPACES PROVIDED
96
EXISTING ASPHALT AREA
43,480
SF
PROPOSED ASPHALT AREA
5,429
SF
LANDSCAPING AREA REQUIRED
3,913
SF
LANDSCAPING AREA PROVIDED
4,163
SF
EXISTING CONCRETE AREA
3,016
SF
PROPOSED CONCRETE AREA
1,409
SF
TOTAL IMPERVIOUS AREA
68,366
SF
LOT COVERAGE
77.1%
THIS PROJECT IS NOT LOCATED IN A
FLOOD ZONE
GENERAL NOTES
1 • CONTRACTOR SHALL COORDINATE
WITH CP&L
REGARDING ALL
WORK ON POWER AND STREET LIGHTING
2.
6' VEGETATED
SHELF
m
57.66'
RETENTION POND DIMENSIONS
N
JO ANN SIMMONS
D.B.176, P.182
+•a
LIMITS OF DISTURBANCE
I
1
2• CONTRACTOR SHALL CONSULT WITH LOCAL AUTHORITIES (4) 1-1/2" WATER SERVICES
REGARDING ALL REMOVAL OF EXISTING SEPTIC SYTEMS AND TO PROPOSED SHOPS
MINIMUM 3' BURY
FORCEMAINS. I�
r------------t34.32
I 1
I I
I EXISTING L
ONE STORY r 34.63 i
BRICK BUILDING I
I I
35.03
I II
ASPHALT \\ AREA
SIGN I p
R/W 35.25 S.
C.B. - - -
TOP24" RC' +
INV.24" RCP=3,T.97' -_ ___--- 34
INV.15' RCP =)32.11 ----- IS
- r34 93-EXIST_ 150 R,C.P._
-X
-- ---- - - - EXIST.\6 _WATEIj�jNEr _-7�--
-____-L----- -�-
al 35?t __-
------
___ - 0m9'_N_N'' ^-___________
N= 6.9. MON. 'BOBBN-
N=86,2264941
E=2.192,359.422r_
NAD 83 --------- ----
=_______------ -
INV.=31.1--------_ i---- -
W.V�/y ----- - --_ 24"'IFCP 35.)5-------- --r--
V --
F.H. ________-------------W.Tv1,'�----�
--- 3:r------®3 60, 35.79 +35.7
R/W (1) 6" TAPPING SLEEVE
(1) 2" TAPPING VALVE
(8) 1" WATER METERS w/
BACKFLOW PREVENTERS IN
GANG ASSEMBLY
30.32 `
+32.84 ; i 1
+32.92
+31.72 \�
I I (CCI�
1 1
G i j +31.85
1012
30.81 r f.11 88 ,'33.49 \\ 10'x10' CONCREIT, Dt
Sig o y o3-�3 MJ �
LEA
-----�9 - - EXISTING CONTOUR
+32.27 EXISTING SPOT ELEVATION
0
�R2• PROPOSED SPOT ELEVATION
® DROP INLET w/INLET PROTECTION
.r
- + 33.85 `\ PAD SCREEN \ \
LIMITS OF DISTURBANCE \ ` \ +29.47 CURB INLET w/INLET PROTECTION
;2.98
SDMH Nro. 1 '
` RIM 34.E +29.77STORMWATER RUNOFF DIRECTION
24" F.E.S� w/ =i i ; `\ NV 30.6 .` `. J04N. -'�aSIMMONS g�.71
8'x8'02" I E.D. �' r N8119' 90 z.3 +29.38 6 1 CONCRETE AREA
1- - -�--------=82------------------ 0
INV0.5 sst79' w
+29.38
, +30.91 TSF
�-30 1 t •� -
+29.36 x TEMPORARY SILT FENCE
+33.67 I i 31.�1 i / I I�\� 33.31`\ 9 LIMITS OF DISTURBANCE
EXISTING I ) / \u24 cm m a x Q +29.8o
STQ'RMWATER ,1.79 ' I� I� C.I. No. 1 �` +29.60 r
I I \. •d RIM 34.4 7. 1 CONCRETE TO BE REMOVED
RETENTION PONff�� / 1 s
TOP OF BANK 350 I / i ' - ,:�. I INV 31.0 ---
j FLOOD POOL 3Z 1 �r� / j I I I I 3 .7� III' -
NORMAL POOL .0 1 �/ 4- I i', (t25) LANDSCAPING w/AREA
� \ 31 91 � 1 C
(iJ BOI TOM 26. o I �, I - J I I I 3}$� \ Qi-32-
12 +3t.61 `i 351
/ 1 I'OJtU SHOPS I I x
80 OF AIN p ; �, • ''i-• - •, I I I # 4 �05'S5F0') M I I _LIMITS OF DISTURBANCE ------
t Mt 1 I
TO BE I ,
DEEP NED TO 125.5 3 7
I I I I I F.F.36.0 8 -------------- - I
2.44 r I O \
30' iMERGEN�Y (: r I , 1
SPILLWAY,! ELEV 31.5 I i r I
I \ +32.9 24 E.S. w/31.7t 30.- --- _- --29-r-T
,7
8xx12 E.D/ "
28.50
IL ��
INV 30.E
CLARA R. MILLIKEN
D.B.0826 P.0177
ALL ROOF ORA)NAGE SHALL BE- - I 1 I "
M.C. Y" , P. 206
DIRECTED 1 J II 1 DETENTION POND TD FOREBAY OF �z
+34.5
DETE
J f y I , r,
/ 24"Rop i ,, +�-0 + NI
/ k� i 3 1 v �y"� �y -V +�+ `r i (1,200)
/ 1 1 Wes_ , �r d �
E)dSTING OUTLEi1 w���-:��-E_ ads. + 78 �, 3 82 1 ! j i
_ _ _
STRULR 4'd -- --- ---- ---- - =2
-- --- - - - T R M VE CURB & r,
R TO MATCH32 a 32. -=`-- -_ - A 1 / 2\.i•P OSED -\ \ \ tt 1 - I �...01,Q C ' !
+ 341 2 / j �' I _ __ _ _ - _ __� yl EXISTTII(��I� 76 P.P� e P� f I I ��
d II o I RIM 34.1\
j=
I<�t34.19 I\ v I I I IL,I ; O I i INV 31.0 \, \\ F ' COX i13YESTMENTS, INC.
5.10 1 34.74 \ +32.27 - / I
48" DIA UFT STATION; EXISTING ..a.ao In,\ 1 33.67 3.03 A NORTH CAROLINA
RIM 34.1 I"i \34.84 �.33.86 +3f3..5233.02 1 \
f REFERENCE DETAIL N n I 33.s9 I w�ORPbdRA�fION I
k3 I INV 30.85 I D.6:627 P.0518
\
, s / I I • - �35.01 I \ \ 31 E1 - __ _ ;2 14 \ �
34.78 /' / I 1
❑❑❑� i I I I I I I I I I I�� i- k{ 3L24
•`\ i ❑❑❑I o i�1 i `9 $or 1 N tl I0 i \\\ (1) EXIS110C FH AS� \ I 1 . LAB
II ' -J I f I - r, ~ v5 1 v �i Iz i LAB
-{-34.04 r I I 1 \ I nn
34 18 33.75 n •I I,
+31. + 3.6 I 34.02 34.59 i -'W N SIDEWALK S • L � 1 P.P. - -� 32-�1
15 -r-- -- - -- --- 3a.P 33.77 I I
- r--- - -- I- +�---� -T 431
%-35.51 I
35.33 3 a',
I I/ I �1 I + 3a. a - - 3 STORAGE
EXISTINIG SHOPS', / I 1 I
( ) 11 i �I + �' BUILDING I
8 0 I22 x57 35.46 I I Q
I i�-7 32.23 I
y//,// : \ \ ♦ I \\ I/ I 1 I 10,G132 SF II I I ;
\.% I I i t F.F.I 36.0 3p.04 I I, I I I 1 e 1 I \ Io
'/-t34.81 34.5r, 34.21\`,\ +33.54
\ \ g ul 35.6 I I I 3a 55 --,I 34.18 1�
- I I _h to - E I .
_
-- _ -=-
3 31 1 L. I
Z 3 3t II +32.76
I.75 I m \ Iol`------
L
1
--L-----�---I------ ---r-1--- + I---1._�lS3- -
8' SIDE LK i I i a i f: PP 0
II I i1 _ 34.53
0i/- � `vit 33.70+35.23-35.11 34.56 +33.64- I
-�
+34.06 OLD
028 � 13"RCP�P N i 15"RC�I I ��15�-3: �WOOD
34.87 aIo.zsS. L. I
I
REST. I
# ' i o I A "hOCP I 14 / `\ I I KCPI I I t I I35. \ 18) CP i 35.36----r \ ..}_34.83 3.0'x3.5, 1-._ I _ it 343�_� J
_ _ten-vv cxo-om-oss-aal-Exo c -- } FLEC. BOX 33
REFERENCE SHEET C1A r _ _
-34a14 I
r , 1 + 1.57 ASPHAREALT �35.18 35.35 34.82
FOR TURNLANE WIDENING + � I
6.2'x5.5.' I TELWHOINE
i :34-'6 +3T98 ' `" I 1 I AND STRIPING PLAN BOXI I 'yr'
, i+++ 3a.5 ��� ELEC. BOX I , , I
I i � +34.70 AA � I i� I
1 I A - 1�- -� ' 34,41
E _ c-- ---- ..��JJ° d$ i i ,'I D.I.
.-. I +34, 4 I BE S ` -_-_ +•-�� RIM 326� ---
70) L .'iA0�@t O� L �I I-j 1 I- I I 34- r, i \- I i E
S I I I 9 �i I 1 1 35.5 -i I I I --t,j, Ni
Ti V�G I I I 1 1 35.3? 5.52°Q'n9 1 I I -` _
.855- CP �1=J-1 v �I I '+ 5 5
11 I,jQy'i6a'�� r 3
- r
$T.
-62'02'14"E -- -' ;g; 67 54 -_-
TT'i' - T r^.--�^'�^+�-- -�.��_ -- N59V9T45 E W M
30
TTH RE ARE NO WETLANDS ON THIS SITE.
r -<8 DEWA 1-I� 35.04+ 1,F.
_
i
- ----
5.08 T3 .03 -' 4 ` tl 35.36 / 35.53 5.51 __- T ----- 3 1
_ = 3 3549
95 3fi.0$ ---+ 35i� ----+
_�-_----- 4-- ------------- ---35 �`- -- - 35.t5 1 6 LE
34174 ` 1 6" TAP --- -- _�
-
+ - - - EX. C.B ' - APPROTI ATE LOCA'AON OF EXISTIN�6" WAT€R MFjIN _ _ _� _ �_ �) - - - - ____- } 3574
_ -- _ _
/ _ -
-- t 34 86-- ING' .--------�S�y'---------�--------+ 35.3s-----------------' ---- /-- �i575---- - 140 TAI��R I c _- -
W.V. /�-W.V-- 31�33 ,N>g,3 �� 339Q - - - 3\94 Sys --- SEWER
�-------"------ _ -t2 --- DRY B6R@ .SS FORCEMAI ORAGE ------ ' - %35Ti OU r-- ------ I ,o f �3 • snN
'-\ --- - ------- --------
1 5 89
M( 1-tITOWE�SHOFS6- 23gcSO. UNDER ROA ----------- v`� .(9 �i8> �_ 3 i------= 9 3569 3578 Nl
_ �� ' --J---- --------i'-36.28 1 -- -- 35 90 \\ -35 z4
-___ ---- - GHW
��---------------�`- ---- - 36
_ \NO • -
- --
-----�35.�7 ----+36. e------------------ ---?6-__--�____=- +3e.vs-'� ' I- 3s n•x -
I
'--------------- - 3 SAN. SEWER $3�6-j-35.73
y,/. V. "7 FORCE MAIN -NZ6'S F10 . - - - - - �- -1.- -
W.V.�� _ N=85.545J6O6 35.�$----3'S�95=------ +35.70 5ia i5 77 -�
3. �-
\ I��I I E=2,19�23.0538 I /
TELEPHONE ' S'`1L M �_ COMEYFACTOR=1 000116 W I
\-�35.33 W83 �E-
�}-�5.55 \ W.V. / I / � a' i _ __� �� �1�f j�T � �T
M.H. l_ \ 35.88� - a _ _ 11 WCA I - - --
SUE I�l�tilr
1" = 30'
Oa)
CONNECT TO EXISTING U
"
3" FORCEMAIN BAR SCALE 1 =30'
OF DISTURBANCE
UAfE PR'iNTED
AUG 0 4 2006
30' 1
0'
30'
G37
m
REVISIONS
Description I By
z
O
Paz
H
0
O � W
� A �
waz
W Z O O
A�WFIY4N
LS
z E-� z
Z w
�E-1
F-4
O
cn
U
0
.-t
Go
w O
cd
W +' U
zN
N
1--� q to
in 0 1
I I
z+� 'Z-, Cr3 cr) 0
w CO Co rc
^^ V1 0 0 0 w
O m $
N -I 0 AI V
W"
E- aF
_ CAR
41
S E A L
S17374
'���jA •�GINE���•: ''���
DATE
07/21/06
DESIGN
PGT
DRAWN
JWH
ci
SHEET 1 OF 2
06076

ELEVATION SECTION A -A
MANHOLE STEP DETAIL
NTS
Piro._ •, as a•. :
r1'-11 1/2 n
1
1 it SON
1'-9 5/8'
Iwo
ERY
FFgq, yy{ 1 1'-10 3/4'
OR'EOIiAL 2'-9 1/4' RING - 90 LIDS.
COVER - 120 LBS.
SECTION A -A
MANHOLE FRAME AND COVER
NOTES:
I. SCEYIAL K THICKNESS SHALL BE 4' UNLESS NOTED OTHERWISE.
2. CONM%CTKN JOMS (CA) SPATE SAME AS SIDEWALK WIDTH.
3. THICKEN SIDEWALK TO E AT DRWEWAYS.
4. THICKEN SI EWALK TO r N LAST Y WERE IT ABUTS PAYEMEAT
WITH No CURL
0. 1/2'ANCFXPM/S10N JOIR E,I.) REOUNED AT MY MAX AT SIDEWWK
.RTtONS. AT A D AS NOW KM SITE RAIL
0. PROVIDE A LAYER OF 151 11UM FELT BETWEEN MILK AND ADJADDIT
PARALLI NG CUB OR
7. REMFORM w/AA-10/10 N.M.M.
a,Ae ,r MAX SPACING �I
PLAN BMDD.-BiRUCIVRE
1/" TOOLED 1/4%1' DEEP W/AN
J[MIF 1/B'R TOOLS) ,TENT
IDIPMATERIAL.AaAL. /E Asc sTO emotio0
rDPAN510N JORIf (E.I) COWRACIION JDlR (CA)
SIDEWALK JOINT DETAILS
Nrs
2HP
DISCHARGE PIPING
(PVC SCH 40 OR SDR 21
CwmAcm OPTION)
CAP END WITH V1
STAINLESS STEEL M H
TO EXCLUDE ANIMAS.
2X4 WOOD FRAME7
m
i
ET
6n m
WOOD OR STEEL STAKE -
FABRIC -
U
T
SEDIMENT
BURIED FABRIC SKIRT
AS DIRECTED BY ENG
B
ATNERS
NOTES:
1. AS SYNTHETIC FABRIC. USE A PERVIOUS SHEET OF NYLON,
S.
TO PROVIDE NEEDED STABILITY TO THE INSTALLATION. FRAME WITH
POLYESTER, OR ETHYLENE YARN -EXTRA STRENGTH
2x4-INCH WOOD STRIPS AROUND THE CREST OF THE OVERFLOW
(50 LB 11NCH MIN.) -THAT CONTAINS ULTRAVIOLET RAY
AREA AT A MAXIMUM OF 1.5 FT ABOVE THE DROP INLET CREST.
INHIBITORS AND STABILGOM FABRIC SHOULD BE SUFFKEENTLY
POROUS TO PROVIDE ADEQUATE DRAINAGE OF THE TEMPORARY
8.
PLACE THE BOTTOM 12 INCHES OF THE FABRIC IN A TRENCH AND
SEDIMENT POOL BURLAP MAY BE USED FOR SHORT-TERM
BACKFIL THE TRENCH WITH AT LEAST 4 INCHES OF CRUSHED STONE
APPLICATIONS. IT MUST BE REPLACED EVERT' 80 DAYS.
OR 12 INCHES OF COMPACTED SOIL
2. CUT FABRIC FROM A CONTWAIOUS ROLL TO ELBRNATE JOIiTS.
7.
FASTEN FABRIC SECURMY TO THE STAKES AND FRAME JOINTS MUST BE
3. FOR STAKES. USE 2x4-NCH WOOD(PREFERRED)OR EQUIVALENT
OVERLAPPED TO THE NEXT STAKE
METAL WITH A MINIMUM LENGTH OF 3 FT.
&
THE TOP OF THE FRAME AND FABRIC MUST BE WELL BELOW THE GROUN
4. SPACE STAKES EVENLY AROUND THE PERIMETER OF THE INLET
A MAXIMUM OF 3 FT APART, AND SECURELY DRIVE THEM INTO
ELEVATION DOWNSLOPE FROM THE DROP INLET TO KEEP RUNOFF FROM
BYPASSING THE INLET. IT MAY BE NECESSARY TO BUILD A TEMPORARY
THE GROUND. APPROXIMATELY 18 INCHES DEEP.
DIKE ON THE DOMNSLOPE SEE OF THE STRUCTURE.
TEMPORARY FABRIC DROP
INLET EROSION CONTROL
ACCESS DRIVE
CURB SECTION
NTS
�- 2' TYPE 1-2 (NCOOT)
PAVEMENT SECTION
rs)
WN
-a
El
i .
3 'a
�sowePFA
.• ®Ulm
r
•
TOP OF
I ra
COARSE AGGREGATE
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
1LE
GA o
WIRESI
M
Nli
O
a
STEEL OR WOOD POST
WIRE FABRIC
FILTER FABRIC
u � u
NOTES:
1. FENCE FABRIC SHALL BE A MIN. OF 32w IN WIDTH AND
SHALL HAVE A MIN. OF SIX LINE WIRES WiTH 12' STAY
SPACING.
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF
360 IN WIDTH. FABRIC SHALL BE FASTENED
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE
ENGINEER.
3. STEEL POST SHALL BE 5-00 IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
4. WOOD POST SHALL BE A MIN. OF S' IN HEIGHT AND 3'
TO 4' IN DIAMETER. WIRE FABRIC SHALL BE FASTENED
TO WOODEN POST WiTH NOT LESS THAN #9 WERE STAOLE
1 1/2w LONG
TEMPORARY SILT FENCE
C-F x 1•-r x LOBO STD. ALUM.
HANDICAPPED PARKING SIGN
RC.7LIAICl/ WITH
READ 'RESERVED PARKING"
WITH IDENTIFICATION
POST SYMBOL K=
RTOLr TO 1ro. Parr w/ s/e• cANDIDM K�
PARKING PLATED TOTS, eoLLs a MASERS. p
9• x 1'-0• x .OD STD ALUM. SIGN
B READ ID. POSACCT
WANE'.
BOLT TO WD. POST WITH s e• CAN
PLATED Nuts. SOUS k WASHERS
9• x 1'-0' x LOBO STD ALM. SIGN
1 _ 12' TO READ 'MAXIMUM PDMUY :10D.
CS 20-37.5'. BOLT TO WO. POST
r- fal CRi 'MRH 3 Bw CNiDAM PLATED
LLTaD AND lrolmFx - a1@71 NUTS, �TS d WASHERS.
WN1E SYMBOL ON RUE BAaBR01IND
BACKGROUND - WHITE PRESS TREATED 4e%4' POST.
t-t 1-1/2'R(TYP)
MIA7�M WIN I I _ ITT
1001
IDEtr Bpt t Alp 11114,
m-TNHIE- mm, 'DTWIIDE- K� .I I IJ 11
w 4'-Om
w
PLAN
GALV. BAR GRATING - 10 x 1/8' BEARING BARS. FASTEN
TYPE J CUPS. ATTACH TO 1-1/4• x 1-1/4w x1 4• GAL%
ANGLE FRAME MORTOR FRAME TO TOP OF OUnitr STRUC
ELEV 33.85
12" WEIR
24"RCP
STLLPIPE� GRAVEL
Ls'L 10� '-0" L 3 1 FILTER
SECTION A - A BOTTOM 25.5
DETENTION POND OUTLET STRUCTURE
ilk
TOP OF BANK
6' 6'
EL. 35.0
APE
STATE FLOOD
POOL EL. 32.1
NORMAL POOL
a
KO
NORMAL
POOL EL. 31.0
EL 31.0
1
�1 6
1
FOREBAY 3
MAIN
POOL
BOTTOM EL 28.0
3
1
3
BOTTOM
* POND SLOPE TO BE SEEDED IN ACCORDANCE
EL. 25.5
TO SEEDING SPECIFICATIONS
* 6:1 VEGITATED SHELF TO BE PLANTED
WITH WETLAND SPECIES I.E. COMMON THREE
SQUARE, DUCKWEED, PICKEREL WEED, PONDWEED,
SEDGES, SMARTWEED,WATERWEED 8C WILD CELERY
DETENTION POND & FORE13AY
SECTION
NTS
SKIRT
ENGINEER
CUT OR TOOLED
JOINT
111111001110 FIRM PERPENDICULAR
TO PEDENFRIAN FLOW DIRECTION
PLAN
I� M 6
r
12 ftft
L
exe-10/10 W.W.M. COMPACTED
SUBGRAIDE
_Z091L.
TYPICAL SIDEWALK AND
WHEEL CHAIR RAMP DETAIL
LATE WINTER do EARLY SPRING
TEMPORARY GRASSING DETAIL
SEEDING MIXTURE
SPEM. �)�))rtLln�r
Rye (grain) 120
Mnu01 bepedez0 (Kobe in
Piedmont and Coastal Plain,
Korean in Mountains) 50
Omit anwral Impedw, when donation of bm Wormy cover Is not toexbnd
beyond Jan.
SEEDING DATES:
Moantai n - Above 2500 fi FM. 15-Mey 15
Bsbw 2500 1t: Feb. 1-May 1
Piedmont - Jan. 1-Nay 1
Coo" Plain - Dee. 1-Apr. 15
SOIL AMENDMENTS
Fxlaiw emoi oM 4/ rn� Tor app%,Z000oerID/aas 9MWW o9r1eu1-
MULCH
APPLY 4.001D IB//IYCRE SIRM. NNCIIOR STRAW BY TACKING WITH ASPHALT, NE TW
OR A MULCH AtfpfORRlG IDOL A OISIC WITH BLADES SET NEARLY STRATUM CAN BE
USED AS A MULCH ANCHORING TOOL
MAINTENANCE
RR following o oebt llir ad le do. Reseed. rstadEzs and mukh in -
TEMPORARY SUMMER GRASSING DETAIL
SEEDING MIXTURE
11EEZg RATE arm)
GDLMN MILLET 40
IN THSUBSITIUTED AT A Po1TE CRE. LB/A-ShM4D SI�AVX�SS MAY BE
SEEDING NOTES
MONIAM - MAY 15-WIG. 15
PIEDMONT - MAY i-A1G. 15
OMSTAL PLAN - APR. 15-AA 15
SOIL AMENDMENTS
FOLLOW RMMSOQ 706 OF SOL TESTS OR APPLY 2.00D LB/AGIE GROUND AdtlCUL-
WK LIMESTONE AID 750 LB/ACRE 10-10-10 FEIMR R
MULCH
APPLY {.00D O8/ACRE SITO rIOR STRAIN BY TACKING WITH ASPHALT, NETTING.
OR A MACH AIk1D101G TOOL A DW WITH BLADES SET NEARLY SIRANKR CAN BE
USED AS A MULCH ANCHORM TOOL
MAINTENANCE
REFERTILIZE IF GROWTH 6 NTT FULLY ADEGLMTE RE9FID, RFiFRRIRE AND MULCH IM-
MEDIATELY FOLLOWING EROSION OR OTHER DAMAGE
TEMPORARY FALL GRASSING DETAIL
SEEDING MIXTURE
11111IM& RA1E lbloon)
Rye (grain) 120
SEEDING NOTES
MOUNTAINS - AUG. 15-OM 15
COASTAL PLAN and PIEDMONT - AUG. 15-M 30
SOIL AMENDMENTS
LIMESTONE AND 1.000 LB/ADREY -10-7 FERTRRDt. A
MULCH
APPLY 4.000 L5/AM SIMNEL ANCHOR STRAIT BY IACIO G WITH ASPHALT NETTING,
OR A MACH ANCHIORNG 11XX. A 06K WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MACH ANCHORING TOOL.
MAINTENANCE
Repair and MMilire as _,@ area h wnedkEellr. Tapdraee wBh 30 b W /aa
oY nRrogan In Mash. Ifa necaeury to m, - tempormy Ewa bayancl
w Karmn (Mountains)oNapedezaa In kftte F�yor � Momh Plain)
DATE PRINTED
AUG 0 4 2006
SITE WORK NOTES
1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
OF CONSTRUCTION UNLEI OTH�It_WISE DESIGNATED TO REMAIN.
CONOTIONS BOTH ON AN BAMe.w�TELY ADJACENT TO THE SITE.
3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
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 GEOTECHNICFL
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
EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
PROPERLY PERMITTED FACILITY AS REWIRED.
9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
EASEMENTS, THE CONTRACTOR BULL NOTIFY ALL APPROPRIATE PERSONNEL OF
THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
10, THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
APPROPRIATE PERSONNEL
11. EXISTING SURVEYING PERFORMED BY JOHN L PIERCE h ASSOCIATES SURVEYING COMPANY, INC.
AND SUPPLIED BY THE OWNER.
12. THE CONTRACTOR BULL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
PRIOR TO INSTALLATION.
13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36' COVER
AT RNA_ GRADE.
15. Al SERVICE CONNECTIONS SMALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
16. ALL PAVEMENT, BASE AND SUBGRADE SHWA COMFORM TO NCDOT STANDARDS INCLUDING
WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
OR OTHER TRAFFIC CONTROL DEVICES SFWl BE PROVIDED IN ACCORDANCE WITH NCDOT
TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
17. Al AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
ANY DISCREPANCIES TO THE ENGNE E R PRIOR TO INSTALLATION. ALL AREAS SHALL BE
SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
18. CONCRETE STORM DRAINAGE PIPE SHAl BE CLASS III WITH RUBBER GASKETED JOINTS
AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PANT SHALL BE A
CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
NIGHT REFLECTING.
20. DUCTILE IRON SHALL BE CLASS 50.
21. CONCRETE FOR WALKS, CURBS AND DRIVES SHAl HAVE A MINIMUMN COMPRESSIVE
STRENGTH OF 3000 PS O 28 DAYS - AR ENTRAINED.
22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAD FOR
BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
PAD FOR BY THE CONTRACTOR.
CONSTRUCTION SEQUENCE
1. NO CUT SLOPE OR FILL SLOPE SMALL EXCEED A RISE OR FALL OF ONE FOOT FOR
EVER'." RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.
INSTAL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING
CONSTRUCTION.
4. Al EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAN.
SILT FENCE, SILT TRAPS, AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL
5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
6. IF APPUCABLE, INSTAL. DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
ENTERING STORM DRAIN PIPING.
7. A 4' LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
8. ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS
SOON AS POSSIBLE BUT NO LATER THAN 30 DAYS AFTER DISTURBANCE.
Al SLOPED AREAS TO BE SEEDED NO LATER THAN 15 DAYS.
9. MAINTAIN ALL EROSION CONTROL MEASURES UNITL PROJECT IS COMPLETE.
10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
PLAN PROVE TO BE LESS EFFECTIVE.
11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
ALL PERMANENT MEASURES SMALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
MAINTENANCE REQUIREMENTS
1. CONSTRUCTION ENTRANCE MUST BE MAINTAINED TO PREVENT MUD OR SEDIMENT FROM LEAVING
SITE. PERIODIC TOP DRESSING WITH TWO INCH STONE MAY BE REQUIRED.
2. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL. BUT IN NO CASE LESS THAN
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
PRACTICES AS DESIGNED.
3. SEDMENT BASINS WILL BE CLEANED WHEN THE LEVEL OF SEDIMENT REACHES 2.0 FEET
BELOW THE TOP OF THE RISER. #57 GRAVEL WILL BE CLEANED OR REPLACED WHEN THE
SEDIMENT POOL NO LONGER DRAINS PROPERLY.
4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT
0.5 FEET DEEP AT THE FENCE THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY
TO MAINTAIN A BARRIER.
5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE COVER.
SPRING -SUMMER
PERMANENT GRASSING DETAIL
SEEDING MIXTURE
ate. RJM1E (b/aorLl
PD6PCO A BMBLBRRS3 50
COMMON 11101111100111101m o
T�FESCUErT 60
SEEDING NOTES
1. WHERE A NEAT APPEARANCE 6 DESIRED. O r SElICFA
2. USE COMMON BEMIDAGRASS ONLY ON ISOLATED SITES WHERE IT CROW BE-
COME A PEST. BERINAAGRASS ILLY BE REPLACED WITH 5 bloon CE>ARmEG ASS.
SEEDING DATES
Aum 1 - JULY 15
SOIL AMENDMENTS
DN AM �AODCRDINO 0D�nM OR 0FY UOD ladeSAARtX-RNLIIESTONE 50D 10-110-10FERTILIZER.
MULCH
APPLY 4,OOD b/am GRAIN SIINOOR EOMWWPM CORD OF ANOTHER SUITABLE
MULCH. NOW BY TACKING WITH ASPHALT. ROVING, OR TUFTING OR BY CRNPING
WITH A MACH ANCHORND IDOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOO.
MAINTENANCE
ROWRL E TIME FOLLOWING AM NON 50 lb/am MIROGDI. REPEAT AS GROWTH
REGUIRES. MAY BE M]NED ONLY ONCE A WA% WHERE A NEAT APPEARANCE 6
OE9iED. OWIT SEIWA AND MOW AS OFTEN AS NEEDED.
FALL -WINTER
PERMANENT GRASSING DETAIL
SEEDING MIXTURE
aieuffL[gEND RATE n Ob/aLl
TALL
TH THREE RAIWO FD W1N�E16) OR 200
RYE (6RAIQ 25
SEEDING DATES
JANAn - APRL
AUGUST - DECOLm
SOIL AMENDMENTS
APPLY LIME AD FINRUIER ACCORDING 70 SOL IBM OR APPLY 3.000-5,000 b/mm
GROU lab/amAGRICULTURAL 1LBESTO E- �16E THE LOWER RATE ON SANDY SOILS) AND
IJOCOMULCH FFRII�R.
APPLY 4A !/am WINsnAr OR E171AVA.Drt awER OF MOTHER SUITABLE
MALL ANCHOR SDAW BY TACKING MN ASPHALT, ROYWM. OR NETIG OR BY CIAAP-
ING WITH A MULCH ANCHORING TOLL A DISK WITH BARES SET NEARLY SOAIDHr CAN
BE USED AS A MULCH ANCHORING IDOL
MAINTENANCE
FERTIRE ACCORDING TO SOL TESTS OR APPLY 40 b//aen NITROGEN INJAN AIRY
OR FEDRIA Y, 40 b to UM AND 40 b INH1dA'E� FROM A 12-4-6,
16-4-8, OR SMAR TURF FISMU F L NOD IEIIINW APPLM'a110NS DUYNG
WAIN WEAVER, AS THIS NCIEASES STAND LOSSES TO DISEASE. RESEED, FERRITE,
AND "CH DAMAGED AREAS YPDMAMY. MOW TO A HEIGHT OF 2.5-15 INCHES
AS NEED.
REVISIONS
Description By
z
0
a
ca W
FM-G�jl
w FFO••{I
vl O
A x �
Vl
W r�wy' 0
E, L ' z
z C) r�
w
O
C�
co
V
a
0
w
z
r~ �
O
T-T
N
O
H -0 Oq CD
> r
co O I 1 a
Z +A Z coCO
M
w r- c0
�w
I I z
D2 O O o w
I� r4 40 m m a
QI c� •0 a� N
0
N�
W
E4 aw"
\\01IIIIIIII/o/,
\�" Ew � / ,
S E A L
17374
111111 010\
DATE 07-21-06
DESIGN PGT
DRAWN JWH
C3
SHEET 3 OF 3
06076