20061988 Ver 1_Site Plan_20061208

1319
? ~ ,X.,
13th lsoo ' TQU6N P®ESTAL
MARKET
SYCAMORE Easons ~IDWAY ~ 3
COh~1' EASONS ' 1st - UNITY tao3 Last
ITE SYP.PICNXC ~ , Is 159 ~ ' ~ R'ASCOE~RRCttANT5
LONE M£RCHpNTS,Q MILL POND + OLEMA - ~
sILW..iLl~. . `""t MILLrr
AREA. IN TRACT. 34.18. ACRES _ , 1434 POLEIII. ~~~--~~~111
. e~k i-aQ° ' J ;ETREE CY taaa
WETLAND IMPACTS 0.2t ACRES KNIGMT',
r [DDICK iao? Flat tao 14
Branch
• JURISDICTIONAL WETLANDS TO BE PLACED 3.281 ACRES
IN CONSERVATION BY: DEED RESTRICTION. V

~ocATioN MAC
N0 SCALE - ~
JURISDICTIONAL WETLAND .BOUNDARY
3sz---- ~1RISDICTIONAL WETLAND FLAG LOCATION ~ Yr
!i
The. ra osed area to be "filled is located. a roximatel 16.7 ft from wetland P P PP Y I~
fla number "36Z N62'34'02"W toward 37Z and a roximatel 28.9- ft from 9 PP Y
wetland fla number 49Z 570' , „ a s g 4 58 E towards 50Z s hown on 404
Wetland pelineation Ma re aced b .Paul. J; Toti Land Surve in p P p Y Y 9 N Q
N
.LOT AREA: 34.181 ACRES
• ~ PROPOSED BUILDING AREA: 34,131 SQ. Ff. ~
. PROPOSED SIDEWALK AREA: , :.4,.15.0' SQ. FT. ~
• N EW IMPERVIOUS AREA; 46,507 SQ. FT.
DEMOLISHED IMPERVIOUS AREA: 5,720, SQ. FT,

OVERALL. NEW IMPERVIOUS AREA: 40,787. SQ. FT. a
OVERALL INCREASE IMPERVIOUS AREA: 2.74% . ~ ~
Q
:WETLAND IMPACT AREA '-"A" X WETLAND' IMPACTS 0.2~ ACRES J
• {
• ' BUILDING HEIGHT: _ LESS THAN 35' ~
PROPERTY ADDRESS: 88 HIGHWAY.158 WEST N
GATESVILLE, NC 27938
- LAND USAGE: SENIOR. HIGH SCWOOL
• ~ OWNER/DEVELOPER: GATES COUNTY 60ARD OF EDUCATION
P.O. BOX 125 -
•y GATESVILLE NC 27938
: r.:., n ' I 1
REFERENCE: DEED BOOK 101 PAGE 168-A CC
1 DEED. BOOK 146 PAGE.567-
CrATBSCDUh7Y . ~ f ~ /1
D.B;146, PG. Jb7 . ~'J
NO1{~T'LdHDSS7VDY • • . . . a,:t • HASBBBNP&RFORM&D s . iS4
OH7fii1S'PARCP'L, Musa. :~s A ®
' • SHOOTING RANGE ~r~;" s~ r' r r~~~
F, . 4 ~"a~ 38Z~ 50Z va v?
. . , NO SURVEY WAS PERFORMED BY BARTLETT ENGINEERING & SURVEYING, PC,
37Z . ~ • 49Z ~.a a.. rt 4 y., .TOPOGRAPHIC SURVEY PERFORMED BY PAUL J. TOTL. LAND SURVEYING, rIG"'
,a
~ ,7.. • . E%: REST. ~ ,k ~ ROOMS/ f . " . GONCESSION, STAND
EX. BUIIAING ,
` - `''r • ~ ' EX.O EX• GOYE~gEp.,.~---~-""~" ~ V
tt ,:r „ BLEACHERS WOOOEN „ , ! ~ , STAGE t!~
,~*,.,,~ttt; .r ~ ~ t ,~,x PROPOSED ~
3 ~ GYMNASIUM ~ G s Q•~ ` ~ r
~ BUILDING ~ ~ ~ X` .a'~ ~ ~
t~1r~~
ec s.,~s ~ r. 9a ~

' ~ . EX. MOBIIJ; ' t Fop 4 " + CLASSROOMS : i ~ ° ~;'.'F"
V \s . EX. MOBILE ~
+ CLASSROOMS, r..,;a~~
~,,~1 y "PERFORMING _,.,_.m....:f.-~-- ~ . •r~ ~ x "
• . . , . ~ ~ + :i~s'.I EX: MNN BUIL[NNG ~ O i:.d
s FF ~ 33.94 PROPOSED T
' ' ' ' ' ' CLASSROOM, ~ 'pi. nRT ~ BLEACHERS 1
ADDmoN ~ _ ~
"x ' ` ~ ~ 1 ~ ~ _ a
a '
' } • a ~ - ~
• ~
a ~i
~ , . a ~
+
. ..I IIII F
r - I I M I . •I

N US HWY 158
NC HWY 37 S UTH C ~ -
a EXISTING IRON ROD .
a. tJ EXISTING POWER POLE,
~ - m EXISTING DROP INLET
N
ri EXISTING SIGN
~ .EXISTING .SEWER MANHOLE ro EXISTING HYD CONTRACTORS SMALL VERIFY
/ ~ ~ - AND BE RESPONSIBLE FOR ALL DIMEN510N5: AT JOB,
h Da EXISTING -WATER VALVE , N " I
tO D REVISIONS
Y
Q ~
i ~ -T
w T L F GRAPHIC SCALE T P BARTL.ETT w%" By PRaEnT
a 100 0 50 : .t00 Z00 IpO ENGINEERING & SPRVEYING, PC WETLAND, AREA IMPACTS CHECKED ErY
0 z 1906 NASH STREET NORTH _ TELE: [phone] 06.04 WILSON, N:C 27893. FAX: [phone] ~~UPP~EIM(SUPPLEMENTAL)
~:p EMAIL info0bortlettenq.com onh arT 20106
o ( W. FEET ; DATE: JUNE 2006 SURVEY BY: NA PROJECT.-
- 1 inch 100 it. . ET SHE: -278 . , p~~`~• SCALE: 1 = 100 PRAWN BY. LR o6TOWN OF GATESVILLE GATES. COUNTY
~REVISIONS: CODE: DK1Y
a ~&SU NORTH CAROLINA ZONE: H-C DWG FILE:06278SP1
W's -m-, -.9,J

1~t .1318 ~ ~.ti
1316 soo TOU6N PEDEStAL
MARKET ~W+
I j SYCAMORE ` TDWAY i Easons
COMM~ EA$ONS iris- NNITY 1ao9 Las: •
- ~IIE.~AT9~ I 1
_ ~ WETLANDS ~ ~ . _ LOT AREA. 34.18E ACRES: . - ITE ~s BYP,PICN~
r 158, t ~ ~ RASCOEMERCHANTS
41' 1 S . FT. ( . ' PR POSED. BUILDING -AREA, 3 , 3 Q ~ 1 \ , ~ ~ ~ LONE MERCHANTSL'w ~ ` MILL POND n
~ ~ { ~ t ~ I OLEMp ~ ~ MIIL
PR~POS SIDEWALK AREA: 4,15Q Sq. FT. 1 I
NEW I PERVIOUS AREA: 46,507 SQr FT. ~ ~ ` SIYE DATA:. I leaa POt E~ . ```~~~--~~~III
1 1 t • ~ e¢k laoo ~j-'. AREA IN .TRACT 34.18 ACRES :ETREE C~ iaoe
.DEMO SHED IMPERVIOUS,. AREA: 5,720 SQ. FT. , ~ ~ t ~ ~ 1 _ , 1 , t KNIGHT.
40 7$7 SQ. FT. ~ ~ O.V. LL-NEW :IMPERVIOUS. AREA: , IDDICK uni Fiat iaoa q
~ \ 1 1 IMPERVIOUS AREA:. 2,749 - 1 ~ ~ , t (jGL11J WETi.ANO IMPACTS ®.2t ACRES srantl+
OVERALL .INCREASE 1 1 ~ ~ 1 \ 1 -
t ~ ~ ETLAND IMPACTS 0.2 ACRES ~ ~ ~ 1 1 t , ~ t JURISDICTIONAL WETLANO BAUNOARY
\ 1 t p !9 t ~ ~ WETLAND IMPACT AREA A LOCATION MAP
~ ~ .t t ~ ~ ~ NO SCALE
\ ~ ~ ~ i U~
` ~ i t ~ ~ t M~
~ ~ I ~ t \ 1 1 I \ 1 ~
1 ~ . .I 'I ~ \ r . ¦
`-1 t ~ 1 ~ 1 ~ NO SURVEY WAS PERFORMED BY BARTLETT ENGINEERING & SURVEYING; PC. ~ a
t 1 ~ ~ I ~ 1 \ ~ t \ 1 1 1 TOPOGRAPHIG SURVEY PERFORMED BY PAUL J. TOTI LANp SURVEYING. .L
I~ 1 Gr JURISDICTIONAL MAP WITH WETLAND BOUNDARY .HAS BEEN .SUBMITTED. TO THE I
t USACOE FOR REVIEW ANp SIGNATURES.
6~rV... 1 \ 1 \ N
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I \ ~ ~ EX. BUILbING t \ ~ ~ ~ \ ~ ~ N ~
FF m 34.81 , ti , 1 , \ ~ ~ + y ~ ~ : , f,
\ ~ 1 , 1 \ r : ~ t 1 ~ ~ z ~ W ~ \ 1 1 ` V G. ` / - -
ETLANDS ~ \ ~ , ~ -
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or
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II 4 " ~ ~ ~ ~ :i
~ I L ~ 4 ~
. , ~ . pL. MOBILE I I I. , , , , < lE~ 1 ~ + ~ .
N O _ CLASSROOM 3 I I EXISTING IRON. ROD \ 4 ' ~ _
r _ \ II ~ 't4 ~ ~ IXISTING POWER POLE t- ~ cp \ EX. MOBILE ~ I Gy , .
m ;EXISTING DROP INLET t~ssRaofw 4 X . ~
3 EXISTING SIGN ~ , ~ L CONTRACTORS SNALL VERIFY
O EXISTING SEWER MANHOLE: ~ I ~ AND 6E RESPONSIBLE .FOR ALL DIMENSIONS AT .JOB.
a ~ EXISTING HYDRANT I ~ ' X x
~ Da EXISTING WATER VALVE ; . ; , o II ft~VISI0N5
~ II o Y y~
. ~
- ~
runpurr_ eret_~ . ctT L ~ . ~ . .
% a L ?z`LL L LL V hr V LuaL.a 1 ' %I IJ
20 0 10 20 _ 40 80 ` ENGINEERING & SURVEYING, PC -
1908 HASH STREET NORTH TELE: [phone] cHECNEU .06-04 WILSON, N.C. 2'1893 FAX: [phone] WETLAND .AREA IMPACTS
i SEAL EMAIL:- inlo0bartletten .com DATE SHEET
ca ( IN FEET) . 4 20106 DATE: JUNE 2008 SURVEY BY: NA. PROJECT:~~
Q l inch T 20 ft; F 0 V SHEET SCALE: 1• : zo DRAWN BY: tR os=zee TOWN OF GA?TESVILLE GATES . COUNTY
s g REVISIONS: CODE: DKw
DWG FILE: 0627esP1 NORTH CAROLINA ZONE. H-C

W
3
_
RIPRAP CHANNEL INSTALLATION
$UBGRADE REMOVE BRUSH, .TREES, STUMPS, AND OTHER OBJECTIONABLE MATERIALS.
PREPARATION EXCAVATE DEEP ENOUGH FOR BOTH FILTER AND RIPRAP. "COMPACT ANY
FlL.L MATERIAL.TO THE DENSTfY OF SURROUNDING UNDISTURBED SOIL
- NOTE. OVER-EXCAVATK)N TO ALLOW FOR RIPRAP_ AND FILTER INCREASES THE PROPOSED BUI tv ~
- AMOUNT OF SPOIL CONSIDERABLY (REF:. Practice 6.3-ri ra lined chonnels . LDING 5TU P P ) RCTURAL FILL EXISTING GRQUND IRAL FILL
CUT A.KEYWAY IN STABLE MATERIAL AT 9ASE.OF SLOPE TO REINFORCE THE TOE:'
" KEYWAY DEPTH SHOULD BE 1.5 TIMES THE DESIGN THICKNESS OF RIPRAP AND SHOULD EXTEND A HORIZONTAL DISTANCE EQUAL TO THE DESIGN THICKNESS:
' (FlGURE 8.15b) BIORETENTIQN AREA
FILTER INSTALL SYNTHETIC FlL1ER FABRIC OR SAND/GRAVEL FILTER "ON SUBGRADE - 2 FT. SANq LAYER
SPECIFED IN PLANS.
SYNTHETIC FILTER FABRIC-PLACE FLTER FABRIC ON A SMOOTH FOUNDATION. - U
OVERLAP EDGES AS LEAST 12 INCHES, WfTH ANCHOR PINS SPACED EVERY = ,•.t,;,',, 3 FT. ALONG OVERLAP. FOR LARGE STONES, A 4-INCH LAYER OF S1WD t~iAY - -1
BE NEEDED TO PROTECT FILTERCLOTH, - - = I ~ I---•-1 I ----III--) I I~
- SAND/GRAVEL FLTER-SPREAD WELL-GRADED AGGREGATE IN A UNIFORM LAYER - -=L I ITI =I (I=1 ~ ~
- TO THE REQUIRED THICKNESS (6 .INCHES MIN.) IF. TWO OR MORE LAYERS - - ARE SPECIFIED, PLACE THE LAYER OF SMALLER STONES FlRST AND AVOID.
MIXING THE LAYERS. ._.-1 I=1 =11 ICI I I= ~
STONE PUKE RIPRAP IMMEDUlTEIY AFTER INSTAWNG .FILTER. - -:.1 I-~~ I LEI 11- _ w
PLACEMENT - INSTALL RIPRAP TO FULL THICKNESS IN ONE OPERATION, DO NOT DUMP - ----~--I - - ~ . <C I~ I L.~l l L~I I _
- THRQUGH CHUTES OR ANY METHOD THAT CAUSES STONE SEGREGATION OF
STONE SIZES.: AVOID DISLODGING .OR DAMAGING UNDERLYING FILTER MATERIAL. -WHEN PACING STONE: =1 I ~I I ~I C~
- (F FABRIC IS DAMAGED, REMOVE R{PRAF' AND .REPAIR FABRIC BY ADDING:.
ANOTHER LAYER, OVERLAPPING THE DAMAGE AREA BY f2 INCHES, ~ LPL l ~.~~I I „M,
_ _ PLACE SMALLER STONES IN VOIDS. TO FORM A DENSE, UNIFORM, WELL-GRADED
MASS. SELECTIVE LOADING AT THE QUARRY AND SOME HAND PLACEMENT MAYBE. NECESSARY TO OBTAIN AN EVEN DISTRIBUTION OF STONE SIZES. " I I~ I . - " o uu ~
I I
BLEND. THE STONE SURFACE SMOOTHLY WITH THE SURROUNDING AREAALf-OWING NO PROTRUSIONS OR OVERFALL (Figuro 6,15c). - ' ` r
----11- I - ~ LIJ
~0
- 38'RCP
SMOOTHLY BLEND CONTACT AREAS I ----1 1
w
~ ! a' TO 12^ V
F ILL CROSS SECTION m GRAVEL, BEDDING SECTION ~ m
0 Cq @ e N
V -SHAPED WATERWAY WRH 510NE CENTER DRNN
INSTALL RIP-RAP TO 0,10 DEPTH OF FLOW MINIMUM - Uwe _ 1~

- =
1- D RIPRAP
- , I
FLTER LAYER LJ
W , _ _ ~
24" X 36" INLET 80X.
-TOP RISER OP 0 ELEV 32.5 3
' 1 ?1 T 80TTOM EhEV 31.5:
~'a+
L
min
24"RCP 24"RCP SMOOTH FOUNDA110N V
C 1.5 T min. ' .UNDER .FILTER GATES GATES CO NS BIOC;ETENTI4N
CONCRETE ANTI- FLOTATION 9LOCK ANTI-SEEP COLLAR _ T. STONE BIORETE _mm---- ~ - _
MATERIAL DESIGN SIZE - BIORETENTION AREA-pESiGN CALCULATIONS :r_..___. rt_:_..~.._---_
CLA55 RISER :BARREL ~INCMES RUNOFF 190 BIORETEN170N AREANOLUMES
A 18" 2"-6" No Scale _ RUNOFFVOLU RUN OFF VOLUME CUBIC FEE AREA RUNOFF DEpTH~T~~~~-~-T~'--_-~~~ AREA INCR. VOL CUMM. VOL
( 'LOTAREA (SQ FEET} 59334 ELEV 5Q FT .
STORAGE'NEE STORAGE PRC STORAGE NEEDED jCU FEET 4445 31:5' 3945 0 . 0~~ . 570RAGEPROVIDED,CUFEET m --~4689-~4.Y~ 320 ..:4545 T21226 ~ 21228
RIP-RAP... CHANNEL LINING.. 1 32 5 _ ~ 5162 ,.2566,9, 4889.5. _
NO SCALE „ STORAGE DEPTH 12 INCHI_S~'~ BIORE7ENT10N AREA NEEDED 4445
PLACE NATIVE SOD 24 X 36 INLET, .BOX DISSIPATOR PAD RBIOREi ON SIDE SLOPES ROOF DRAIN INLET ._-BIOREi r BIORETENTION AREA PROVIDED 4545 SQUARE FT (ELEV 32.07 I
3" MULCH LAYER „ ASSUME pER~ __.~..__~L..~__ . W~~ ___~~____--L~ mm
12 PONDING DEPTH - ,y,~ _ ~ _ ~ ASSUME PERMEABILITY OF t INCHtHOUR AND A FILL SOI! LAYER OF 2 FTTHICK~ qa 151N1HR PER UN(TAREA
Drawdown Time _ 8 0 HRS- f0 BOTTOM SURFACE (31 5~ `
T l . _ 24 9 HRS CO DROP 2 BELOW BOTTCIM SURFACE (29 5'}
~Q (qP x area} 01g _ i . - _ _ IQ{10XMINIMUM) 16 CUFTlSEC ~ I
, .ti ',r:~ + M
~ ~l-" ~ - USINGMANNIN .USING MANNINGS EQUATION N x D 16 x Q x n /s _ _ . ,.W_.._
N x q~r 10.34341965'INCHES AREA= ~83,98'SQUARE INCHES] - 61NCHES _ (AREA 28 26~SQUARE INCHES)
32 BIORETEMION 2 Ff. SAND. LAYER B~INCHES - ' _ _ m (AREA 50 24 SQUARE INCHES) y LL , _ . f _ ~ ~ _
BOTTOM ELEVATION 31.5' GRAVEL LAYER WITH THEREFORE,L ~ ~ 12~INCHES (AREA= 113.OA SQUARE INC:HES)_ __.w THEREFORE~USE THREE 6 INCH DIAMETER PIPES IN THE GRAVEL LAYER
2a"RCP THREE 6" UNDERDRAINS
N TABLE 3.Y•1
~ Ma~arial5pecfficaticns A HOMOGENEOUS SOIL MIX OF 85-8& PERCENT CONSTRUCTION SAND: 8=12 PERCENT FINES SILT AND CLA AND 3-5 PERCENT ( Y? ORGANIC MATTER SHALL BE USED. MULCH LAYER SHOULD BE STANDARD lANOSCAPINO COARSE SHREDDED HARDWOOp MULCH OR Material 5paaificatlan Size Notes
CHIPS UNIFORMLY PLACED ABOUT 3 INCHES DEEP AND ADDED 1-2 TIMES PER YEAR AND COMPLETELY REMOVED/REPLACED ONCE
Plantings Netiva vegetation 1 minimum iree ,Plantings are site-specific EVERY,TWO YEARS. o~ u~ diameter
q a PianBng soil (2 to 4 sand- 85.88 percent - Na `Law P•Index Solis (20 to 40 UNDERDRAINS MUST BE .PLACED ON A 3-FOOT-WIDE SECTION OF FILTER CLOTH, FOLLOWED BY THE GRAVEL BEDDING, THE MAIN
COLLECTOR PIPE FDR UNOERDRNN SYSTEMS MUST BE CONSTRUCTED AT A MINIMUM SLOPE OF 0.5~: CLEAN-OUi PIPES MUST BE " deep;1.5' minimum) oplimaR needed in phosphorus day- less than 5 percent sensitive woodsheds PROVIDED FOR .ENDS OF THE UNDERDRAIN PIPES (ONE MINIMUM PER EVERY-1;000 SQUARE FEET 4F SURFACE AREA)..
~ compost-3.5°/a.
~ Organic Matter recommended N
Mulch Coarse shredded hardwood Aged 5 months, minimum ti, replaced 1.2 fines annually
N BIORETENTION AREA Geoieztile Class °C" -apparent opening. n!a For use as necessary beneath _
size (ASTM-D-4751), grab underdrainsonly- NO SCole tensne strength tASTM-D-
" v 4832 uncCure resistance P . , F (ASTM=Dd833)
~ '
~ Uriderdrain ravel, VVaahed 57. A 2" la ar of 0,25" ko 0,75" ~ _ 9 Y
N stone such as #8.57, 78 or cn 89 is recommended.
O Underdrein frig F Z58, T e PS 28 or Shouts conve 10 3!8" erf. 8" on center 4 holes rn plp YP Y P @
~ AASHTO M•278 Bmes maximum per rovr, minimum of 3" of g~avet flaw from soil.. over pipes not. necessary CONTRACTORS SHALL VERIFY
~ medium, Minimum undemeaih pipes ANp BE RESPONSIBLE FOR
N of 4" to 5" ri d . I ~ ~ schedule 40 pVC ALL. DIMEN510NS AT JOB.
a - _ or SDR35 or REVISIONS
smooth wail 3 ~ corrugated plastic
~ pipe. Minimum of - two pipes far
~ redundancy.
w , e7 N
o Adapted from 2000 Maryland Stormwaler Design Manual r- ..q~ V n DRAWN 9Y PROJECT
p ENGINEERING SURVEYING, PC D~'O4 p,ryc TAIL~ CHECKED BY
a z 1906 NASN STREET NORTH TELE: [phone] ~E1'"
qL WILSON, N.C. 2'7993 FAX: [phone] EMAIL: infoObartletten .corn DATE SHEET
2010 C DATE: JUNE 2006 SURVEY 6Y:. NA PROJECT: SHEET
~~,`~,c• SCALE: I~ 20' DRAWN BY: LR 06-278 DT2
TOWN OF GATESVIU.E GATES COUNTY
N a - G do StJ~ J. S. i 13 REVISIONS: STOR14WATER COMMENTS 12-5-06 CODE: OKW
DWO nLE, 06276sP1 NORTH CAROUNA ZONE: H-C
- - - -

DEFiNFC10N A SEDIMENT FILTER OR AN. EXCAVATED IMPOUNDING AREA.AROUND A STORM DRAIN
DROP INLET, CURB INLET. OR PIPE INVERT.
PURPOSE
TO PREVENT SEDIMENT FROM ENTERING STORM DRAINAGE SYSTEMS PRK)R TO - PERMANENT STABIllZATiON OF THE DISTURBED AREA CLASS "A" STONE

CONDmONS WHERE PRACTICE APPLIES 12 $AUGE,4" X 4 OR 2 X 4" WELDED WiRE.HOOKED ONTO 1) 10TAL DRAINAGE AREA FLOWING, INTO $ELT
PREFORMED CHANNELS ON METAL POSTS, OR FA5IENED FENCE MAY NOT EXCEED i. ACRE WHERE STORM DRAIN INLETS ARE TO BE MADE OPERATIONAL BEFORE PERMANENT - TO CEDAR OR WOOD P05T$ W/N0. 8 STAPLES - 2) SILT FENCES SHOULD NOT' BE USED AT' f~IPE 5TA81UXAilON OF THE DISTURBED AREA CIFFERENT TYPES OF STRUCNRES ARE AP-
OUTLETS OR IN ARFAS OF CONCENTRATED OW CREEKS bRCNES SWALES ETC. PUCABLE TO DIFFERENT CONDNiONS. li®NSTRUCTION S UCTION SEQUENCE: 24"
ULTRAVIOLET RESISTANCE (BUCK) MIFIF) FABRIC FL . ( ) OR EQUNALENT SECURED TO WIRE W/METAL SILT. PENCE DROP INLET SEDIMENT FILTER 1, NO WORK TO BE DONE ON SC f0 BE DONE ON STfE UNTIL THE SEDIMENTATION AND EROSION N '
CUPS OR WIRE AT 8 ON CENTER CONTROL P[AN NA5 BEEN APf A U,V; RESISTANT (BLACK) GEOTEXTILE OR EOUN. FABRIC CUT FROM A 2. INSTALL APPLICABLE E&S CON LAN HA5 BEEN APPROVED ANb PERMIT ACQUIREb.
CONTINUOUS ROU. TO MINIMIZE JOINTS (MUST HAVE AT LEAST 1) . PLICABLE E&S CONTROL MEASURES PRIOR TO ONSET OF GRADING ACTMTIES.
MAX. SEDIMENT 5TORIIGE LEVEL 10' O,C, B. STAKES SHALL BE TREATED METAL WITH A MINIMUM OF 2.0 FEET fN THE GROUND. 3. INSTALL CONSTRUCTION .ENTRAI REMOVE SIDIMENT WHEN THIS IJ:VEL G. STAPLES SHALL BE OF HEAVY WiY WIRE AT LEAST 1/2- INCHES LONG. ACCORDING TO PLANS AND AS NSTRUCTION.ENTRANCE AND PERIMETER SILT FENCE CLASS "A" STONE TO PLANS AND AS NEEDED. : 8' ~ 57 STONE FADER
IS REACHED OR A5 DIRECTED BY D. STAKES SHALL BE SPACED AROUND THE PERIMETER OF THE INLET A 4. BEGIN DEMOLITION ACTNTTIES: CONSERVATION INSPECTOR . „ )LITTON ACTIVITIES;
MAXIMUM OF TMREE FEET APART ANO SECURELY DRNEN INTO THE GROUND SILT FENCE---.:_::,;; 5. BEGIN GRA[)iNG. AND MACNTAIN (MINIMUM bF 1A F00T). )iNG. AND MAINTAIN DEVICES AS NEEDED. - ..'i
E A TRENCH 5HACL BE EXCAVATED APPROX. 4" WIDE AND, 4" DEEP.. & BEGIN.CONSTRUCTiON OF ST01 STRUCTiON OF STORM DRAINAGE SYSTEM.. ROW. 24"
AROUND THE OUTSIDE PERIMETER OF THE STAKES, 7. UNTIL ,BOXES ARE BUILT AND b F. U5E 12 GAUGE WIRE, 4"x 4" OR 4"x 2". I STORM. DRAIN UNDER CONSTRI ~S ARE BUILT AND YARD INLET DEVICES INSTALLED, INSTALL AND MNNTAIN UN UNDER CONSTRUCTION DEVICE AT END OF DAY OR ONSET OF RAIN:
M SHEET DRAINAGE (ONLY) WIRE AND FABRIC SHALL BE STAPLED TO THE W600EN STAKES ' (FABRIC FASTENED TO THE WIRE AT THE TOP WffH WIRE TIES). B: USE BLOCK AND GRAVEL DEV C AND ,GRAVEL DEVICE OR.ACCEPTABLE ALTERNATNE IN PARIlING AREAS.
WRH 8" OF THE FABRIC AND 4" OF THE WIRE EXTENDING INTO NATURAL GRADE THE TRENCH. THE HEIGHT Of THE FlLTER BARRIER SHALL BE 9. CURB INLET OR BLOCK AND f T OR BLOCK AND GRAVEL INLET.pR07ECTI0N TO BE INSTALLED MNNiEMANCE
g _ SEDIMENT STORAGE PIT 15" MIN. AND. NOT EXCEED 18". AFTER GRATES ARE SET OR A FLOW OF WATER iES ARE SET OR AS 500N AS BOX IS BACKFlI.LED. ~VSPECT CHECK OMiS AND OHANNELS FOR DAMAGE AFTER EACH RUNOFF.EVENi.
TY" CARRY APPROX. 12" FABRIC INCD TRENg1 COVER. ~'OW G. THE TRENCH SHALL BE BACKFlELD Wf1H SOIL COMPACTED OR 10, INSTALL SILT FENCE OVER ANC T FENCE. DYER AND AROUND PIPE OUTLETS, ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE-CHECK DAM ANO EROSION FROM
W/SOIL di TAMP BACKFlLL CRUSHED STONE OVER THE FABRIC. T9 "`w CARRY e" OF WIRE INTO.TRENCk _ STAKES 11. BIORETENTION AREA TO BE INS HIGH ROWS AROUND THE EDGES OF THE DAM... CORRECT All DAMAGE IMMEDIATELY. IF 1N AREA TO BE INSTALLED WITH APPROPRIATE FiLI MATERIAL. AND SICNiFlCANT ERO~ON OCCURS BETWEEN L1AMS, INSTALL A PROTECTIVE RIP-RAP
TO INCREASE STORAGE CAPACtiY AND PRONDED WITH TEMPORARY GE PITH TEMPORARY GROUND COVER. LINER AI THAT POR110N OF THE CHANNEL w ,
" 4" TREATED WWD POSTS PROLONG :THE UFf OF THE SILT FENCE, METAL; CEDAR OR 4. X N IS GENERALLY ADVISABLE TD DIG . AT 10' O.C, MAX., CEDAR dt WOOD POST SHOULD A SEDIMENT PTf IN FRONT OF SILT GALVANIZED WIRE 12. VEGETATION TO BE ESTABLLISH TO BE ESTABLLISHED ON SlOPE5 pR OTHER ARFAS (INCLUDING STOCKPILE AREAS) REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS A5 NEEDED TO PREVENT DAMAGE CALENDAR DAYS FOLLOWING. COMPLETION OF ANY PHASE OF GRADING.. SEEDING TO TO 'THE CHANNEL VEGETA71oN, ALLOW THE CHANNEL TO DRAIN 1HROUGH THE STONE
PROP INLET WITIi GRATE WITHIN 21 CALENDAR DAYS FC BE 3'-0"'MIN.. FENCE WHENEVER POSSIBLE.. BE DONE AT RATES AS INDICA CHECK DAM, AND PREVENT LARGE ROW FROM iNE CARRYING SEDIMENT OVER THE DAM. T RATES AS INQICATEO ON PLAN. ADD STONES TO DAMS.AS NEEDED TO MNNTNN DESIGN HEIGHT AND CROSS SECTION.
57 WASHED STONE LACED TO A MINIMUM OF 13. WHEN CONSTRUCTION IS COMF BTRUCTION IS COMPLETE AND ALL DISTURBED ARFAS ARE STABILIZED ~
12" ABOVE TOP OF BOX COMPLETELY, INCLUDING EASEL NOTES: ° < REMOVE ALL TEMPORARY MEA, P, INCLUDING EASEMENTS, LOT IMPROVEMENTS, AND WASTE PLIES, L TEMPORARY MEASURES.: ROCK CHECK' DAM: DETAIL
MAINTENANCE SHEET OR OVERUND FLOWS
.INSPECT SEDIMENT. FENCE AT IFAST ONCE A WEEK OR AFTER EACH RAINFALL, ,MAKE ANY REQUIRED SEDIMENT LADEN RUNOFF ONLY. GROUND SLOPE NOT TO REPNRS IMMEOWTLEIY. EXCEED 5%. MAX.' DA ..e~.t..,•,•,• NO SCALE N
SHOULD, THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE DR BECOME INEFTT:CTNE, APPROX, T ACRE. , C O
REPLACE FF PROMPTLY. REPLACE BURLAP EVERY 50 DAYS. . REMOVE SEOIMENT.OEPOSNS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME POR THE NEXT a° .
- RAIN TO REDUCE PRESSURE ON THE FENCE; TAKE CARE TO AVOID UNDERMINING THE, FENCE, DURING 'd u , CLEANOUT: a • - Z~
NOING MATERUy ANO UNSTABLE SEDIMENC DEPOSITS AND BRINO THE AREA-TO GRADE FlLTERED WATER ' REMOVE ALL FE 1~W
AND STABILIZE C( AFTER THE CONTRIBUTING. DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. ° ~ ~
BURIED WIRE k FlLTER FABRIC
IT MAN ENANCE. STORM DRAIN SILT I~ENCE DETAIL: DANCE... U
i. EROSION AND SEDIMENTATION INLET PROTECTION AT LEAST GLACE EVERY wEEK NO SCALE ND SEDIMENTATION CONTROL DEVICES SHALL BE CHECKED INCE EVERY WEEK AND AFTER EVERY RUN-OFF PRODUCIN61
RAINFALL. NO SCALE TO PREVENT BYPASS ROW, TOP OF STRUCTURE 5HOUlD BE 5 INCHES
2. SEDIMENT SHALL t3E REMOVE( REPLACED A5 NECESSARY. . SHALL BE REMOVED AND DEVICES REPAIRED AND/OR, MINIMUM BELOW GROUND ELEVATION ON THE DOWNSLOPE SIDE. OTHERWISE; A5 NECESSARY. CONSTRUCT A TEMPORARY.DIKE TO PREVENT BYPASS ROW,.: THE DIKE
SHOULD BE COMPACTED AND AT IFASi 6 INCHES HIGHER THAN THE (~/l STRUCTURE AND STABILIZED APPROPRIATELY AS SHOWN,
EXCAVATED INLET PROTECTION MAY BE lJ5ED WRH STRUCTURAL. INLET ~
PROTECTION TO PREVENT BYPASS ROW, IMPRQVE TRAP EFFICIENCY, MMMMii y, AND PROVIDE SEDIMENT STORAGE CAPACRY (REFERENCE PRACTICE 8.50,
EXCAVATED DROP INIEi PROTECTION) ~
' pLCAVATE FOUNDATION FOR 1HE BLOCKS ON LEVEL GRADE AT LEAST 2
ItTCHES BELOW. THE 10P OF THE STORM DRAIN.. PLACE 801TOM ROW 4F BLOCKS AGAINST EDGE OF STORM DRNN, BUTT.::.
Al EDGES. STORM-DRAIN PROVAIES LATERAL SUPPORT AND, PREVENTS UNDFA-
SEEDBED PREP ED PREPARATION: BLOCKS FlRMLY AGNNST CONCRETE AND LET BLOCKS EXTENDED As NECESSARY CUTTING. SUPPORT BLACKS IATERALI,Y WITH 2X4-INCH WOOD SLABS
CHISEL COMPACJED AREAS :OMPACTEQ ARFA5 AND SPREAD TOPSOIL. 3" DEEP OVER THROUGH BLOCK OPEIBNGS IF NECESSARY, DO NOT USE MORTAR.
I ADVERSE 5011 CONDI~ONS, 501L CONDI~ONS; IF AVAILABLE:
RIP ENTIRE. AREA 8" DEEP.. I RE AREA 8" DEEP.. COMPACTED DIKE TO PREVENT
REMOVE AU: LOOSE ROCK, LEAVING SURFACE REASONA ALL LOOSE ROCK, ROOTS,.. AND OTHER OBSTRUCTIONS HoLE3 SET FOR BY-PASS ROW; e" HIGHER SURFACE REA50NABLY SMOOTH AND UNIFORM. DIiYPATERING THAN, OURET PROTEC110N
UPSTREAM END OF STORM DRAIN APPLY AGRICULTURAL LIME f.. 3RICULTURAL LIME AND FERTILIZF3i UNIFORMLY AND MIX
. , ~ ~ .WITH.. 5011.. " FEdER
FAeac GONiINUE TILIJIGE UMIL A oriosssECiTON SEEDBED IS PREPARED 4 TILLAGE UMIL A WELL PULVERIZED, REASONABLY UNIFORM r-" ~"Q IS PREPARED 4" TO 8" DEEP. SLOPE- ~',v.;;~~~' ~ (y~s?s7
1/3 PIPE DIAMETER FOR OVERFLOW SPREAD SEED ON FRESHLY SEED ON FRESHLY PREPARED SEEDBED AND COVER IJGHTL`t
WITH SEEDING EQUIPMENT ovERFxI a' 3 4" EXTERIOR PLYWOOD. MULCH IMMEDIATELY AFTER =DING EQUIPMENT OR CUL7IPACKER AFTER SEEDING,
OESId1 BURIED A MINIMUM OF 8" MMEDLATELY AFTER SEEDING ANO ANCHOR MULCH. ~
SETTLED
TOP . . EML'PDF?ICY eY-PA39 :ar. :,_r. a• BELOW sErn,:o
TaP w;r~w I-i l I-I 11-1TI-1TI-1 I i- I I-I I i-1 L MM
GRAVEL BLANKET
PLYWOOD INLET PROTECTION FOR STORM DRAIN UNDER CONSTRUCTION
FIVER . t>Yt011F1U FABRIC _ BLOCK & GRAVEL
R STORM INLET PROTECTION FO SEEDING SCHED IG SCHEDULE: )NLET PROTECTION. DETAIL. No scaLE
.DRAIN UNDER CONSTRUCTION MIN. PERMANENT SEEDING
N~ SCALE SEEDING MIXTURE MIXTURE
Mim+TENANDE SPECIES irsPECT TEMFCPARt: sEOe~EENT twos AFTER EACH PEBI00 ~ slaNi~ANr w~iw.: TALL FESCUE ~cuE B.6~:(~16t~eE1
RELIayE sEDIMENr AFA BEStoRE THE iF'rIP 1o RS OPJIiFlAL rAMENSANS WHEN THE St~MENt DEPM aF THE TRAP. PLACE n~ SETAMENT PENSACOLA BANIAGRASS ws ACCUMUUTED .TO ors-Iwf tKe DES1~ ILA BAHIAGRASS 50 IESPEDEZA 30
TFUr ~ REMDVr~ q1 THE DESID~ DisrosA,l AA01 AiA sEPIACE n1E CONTAMDATED PART SERCEA LESPEDEZA nF ntE sRAVEL Fi4dN0. KOBE LESPEAEIA :SPEDEZA 1t!
l7iEat 1HE STRUCitIRE FDR MABCE FTAM FAOBIDFI.DR PPIA. PEFACDICALLY CFIECK - ' . - TF% DEPTH DF THE SPBLWAY ro ENSURE R S A MM~OM OF t.e FT, ap.OW N+E LOW F'WNf DATES BEST POSSIBLE
sETnEMnR oP THE DAEArawaR To Sl14HILY SEEDING DATES 8ES OF THE EMBANA~ENL MMEDIATELY.FRL ANY ABOVE DESKIN cpAr>E. AM' RW-PAP DISPLACED Frew TILE SPBLWAY ~us~.eE REPLACED EARLY, SPRING 2/1 AIMEDPLTELY. FAIL B/i PRING 2/15-3 20 .2/15-4/30 S/1"g~0 9/1-10/31
SOIL AMENDMENTS TEMPgRARY SEQIMENT TRAP (TST) LIMESTONE cNDMENTS JE- 3000-5000 LBS/ACRE
NO SCALE FERTIUZER(10-10-10) :R(10-10-10) 1000 LB/ACRE
STRAW MULCH EMULSIFIED ASPHALT TACK. IULCH 4000 LB/ACRE ` ED ASPHALT TACK. 435 GALLON/ACRE
TEMPORARY SEEDCNG ~E1'_SEEQIC{~
SEEDING MIXTURE SPECIES MIXTURE
GERMAN MILLET. MILLET.. 4~~
SEEDING DATES DATES 4/15-8/15
SOIL AMENDMENTS L ~ THE DISTANCE SUCH THAT POINTS ENDMENTS A AND 8 ARE OF EgUA1. ELEVATION
LIMESTONE NE 200D LB ACRE
FERTIUZER(10-10-10) STRAW MULCH ER(10-10-10) 750 LB~CRE dULCH 4000 LB/ACRE -
EMULSIFIED ASPHALT TACK LED ASPHALT TACK 435 GALLON/ACRE E
5p~ Mf A L B
ti APPLx Lwf FERIBREA AND SEED 9EFOAE uYiNO NET OR IAAt . N. . w STMT. UYBA 1NE NET FROM iF1E TOP OF fD4Ata1E1 DR SLOPE AND UNROLL. R DOWN N~Ot ~ i~.
NETTBAi TO UY LOOSELY pi TFLE SOIL BUf WOIIOUT wfaFBU.E5 - OD ~ ~ piADE' MLOW Q MAT OR BLAMfET -TYPE PROQUCT SNOIAD PR04AE AT LFAST 30% OOVFAAOE aF 111E SLNIFACE a WHERE R ~ APPUE0. -
NOTE SPACE CHECK. AMS Al A CHANNEL 50 THAT THE CREST OF 0
s. ro THE NET, euaY T~ up SlAPE END m A slot oR TeENdi No LESS txAN a BIgtE.S oEEV, ~r CDVEB WON AND TAMP FeiLB.Y AS SHOWN. 5TAPlE iFIE NEf EVERT 11 iKNL9 ACROSS b ~ q THE TC4 tDA EYEAY 3 FEET AROIAA 1HE EDGES AFTiI BDTfOM. WNEAE 2 SIRP9~ f F4 ' At ~ DOWNSTREAM DAM IS AT ELEVATION OF THE. TOE OF UPSTREAM DAM,
IAA SpE BY SIDE, THE ADJACQTT ~ SFIOL0.0 BE OVEIBAPPE9 3 MCHES NA Sf CCl FACH STRIP. QA NETONCi SIAULD AL90 BE STAPLED DOWN THE CENTEIL EVERY 3 FEET. DD NDT ~ A BURY 1NE TCM EFA l>F
51WETCH THE NET WFIEN APPLYOp. STAPLES. ~ ~ TT QKAI Brp1E3 OR A 4: iCI JDet TWO siFpPS, CUT A i?iENCII ANO ANCHOR 7HE ETA 1O TILE HEw NET. OYEIMP 1F# END,: Te 'x MORE al DEPTH,
T~ aF nLE PRENa>s ROLL 1a , As sFLaWN, AND STAPLE £rDITI 1Z JUST. BEww THE ~ rT2 k 6" MIN. ~ ANLSLOR sloT. ~
cO LwNTL~µNCE: ROCK CHECK DAM SPACING DETAIL
~ LrrsPECT Au MuLDFiES PEFenol~ua; Aflm rrFUNSraRMS ro cHECS FoN Rlu, EROSION, LIDLOCATgN, a oe FuuttR. WHEN EIASAN ~ aBSEavEO, APPLY AppTxN1U. MUllSl; s wA51ALR OCGatg, REPAIR. N.C. DOT ~ 57 OR ~ 5 ~ THE SLOPE eRADE. RESEE0. A!A F~N15TAt1 MUld1, CONONUE etSPECODNS IaiTB, VEDETA110N iS J
Rrod.Y ESTABLISIiED• K ."kLTrS'. WASHED, STONE xt >B ~Y k . N4 -SCALE
~ ~ !e " d.. ~ SECUAEWRN ~N~
i4 ~ (A' BrAF'LES; 10 BICFIER r if ~ FROM iFE iF1FNIf1. , '
7k Yt ~ 1B ~ APPLCA9LE AT ALL POIN15 OF INGRESS do EGRESS UNTIL SRE 15 STABILIZED: , ro M attar WIRE ~
N ~ FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE MUST BE PROVIDED.
~ NOTES: / .~t ~ A N.C.O.O.T: ~ 5 OR ~ 57 WASHED SFONE 5HALC 9E USED. . CONTRACTORS SNAIL VERIFY
~ M ~ arMlC~ ~ PAD TO BE 50' L X 20'W X 8«O ~ ~ B. TURNING RADIUS, TO DE SUFFICIENT TO ACCOMMODATE LARGER TRUCKS AND BE RESPONSIBLE FOR
, / 1 iM" ~ C' ttFiowFR S~ MUPPMER, ~ C. ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR MAXIMUM ALL DIMEN510NS AT JOB.
N ~ te°~eNeLES~ 0°F UTILIZATION BY ALL. CONSTRUCTION TRUCKS. D. MUST BE MAINTAINED IN A CONDfT10N WHICH WILL PREVENT TRACKING REVISIONS
tU ~ ` ~ OR DIRECT FLOW OF TRAFFIC ONTO STREETS. PERIODIC-TOP DRESSING o WffH STONE WILL BE NECESSARI', KEEP SOME ON HAND.
/ 1 E. ANY MATERW. WHICH STILL MAKES R
Y ~ ONTO THE ROAD MUST BE CLEANED IMMEDIATELY. / ~ ~,pAE,
h FRESS ENDS 6 BIpES BRO THE Ja.g ik : MAINTENANCE soli AROUNp sIRUCnNIES ANO ~,;,,,,,~~,L~~,,~- BARTLETT _ L>~~N~Y FROJlrCT
U d",d" Wb ~ L'~ unureiu Tuc r°svn oen ~u a rnumm~u rn °acvcur uun eon eenmotr c°nu w~ ~ ~ n {V:
w it D. ER0 W STOP - FOLD OF LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH, p WHEN UMM NEFAlp CHANt*M.ROLL OUT 5145 OF, ENGINEERING & SURVEYING, PC DETAILS CCHE EXEDISY 06-04
9liPoEC V ~ NE111NO.PANILlF1 TO THE DRE4NON OF FLOW AND MA711N0 TAQxNI K ED NI IN SPIS DWIXE 2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP AND a OVER THE PRDIECNVE MULCH. E ROW OF STAPLM AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE 4 1908 NASH STREET NORTH 1TELE: [phone]
MATERIALS, SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS. WILSON, N.C. 27893 FAX: [phone] L 20106 EMAIL info0bartletteng.com DATE SHEET
DITCH LINING
W/ JUTE THATCHING EXCELSIOR m ;o DATE: JUNE 2006. SURVEY BY. NA PROJECT: SHEET DTI
GLASS NETTING CONSTRUCTION ENTRANCE . . , BLANKET AND. FIBER 0 SCALE: i• -'20' DRAWN BY: LR 06-278 TOWN OF GATESVILLE GATES COUNTY. 'OF
No SCALE NO SCALE i S.r'BREVISIONS: STORMWATER COMMENTS 12-5-06 CODE: DKW
S~ a ; NORTH ZONE. H-C DWC FILE:06278SP1 CAROLINA
.77

l 1
~ \ 1 \ 1 1 1318 P ;;r">
_ 1 \ 1 1 Jib IJao 70UGH~ pEDES7AL LOT AREA: 34.181 ACRES MARKET ~j,
1 \ \ i \ 1 1 * \ NOTE. ~ SYCAMORE Eason, I~AY ~ i
\ ~ \ ALL R \ 1 1 OOF DRAINS ARE TO BE PIPED PROPOSED E3UILDING AREA: 34,131 SQ. FT. coMM~ EASONS
~ ~ 1 1 \ TO -THE ~IOR NTI N ',.>r~ \ \ \ \ 1 ETE 0 AREA. PROVIDE iJis- UNITY iaoJ Las: PROPOSED SIDEWALK AREA: 4,150 SQ. FT.
. \ \ ' 1 OUTLET PROTECTION FOR PIPE OUTLET 1 r \ \ 1 \ \ Is BYP.PICNI•C ~ ITE '
1 i \ \ 1 ENDS. I i - \ \ ..NEW IMPERVIOUS AREA: 46,507 SQ. FT. Isa. t ~ RA°s~o~~'ttaRCxA~vTS
1.\ \ 1 1 ~ 1 ~ 1 LONE MERCHANTS MILL POND DEMOLISHED. IMPERVIOUS AREA; 5,720 SQ: FT. oLE:Mp ~ N I
1 \ ~ \ 1 . 1 1 ~ \ 1 \ ~ \ 1 \ 1
I I 1 ~ 1 i \ 1 OVERALL NE1N IMPERVIOUS AREA:. , 44,787 SQ. FT. Mllt.
• 1 1 \ ~ :L 1 \ \ BIORETENTION rasa POLES OVERALL INCREASE IMPERVIOUS AREA: 2.74% Cre¢k taao
1 ` 1 \ I \ \ DRAINAGE AREA \ ~ 1 t \ 1 1 1 :ETREE t aog
\ I I \ \ (1.224 ACRES) WETLAND IMPACTS 0.2~ ACRES KNIGHT.
~ ~ ~ ~ \ 24 1 1 \ \ ~ ~ 1 \ 251 1 1 1 tAAICK 1401 flan, laoa 14 Branrh ~ J
1 _ 28.0-------"~' \
2. ~ ~ ~ \ ! 1 31.' \ 1 LOGATLON MAP ~ ~
~ _ ~a ~ ~ \ \ NO SCALE I
BIORETENTION AREA GENERAL NOTES: rr~~~
~ 1 ~ \ ~ \ "-35. I 1 ~ \ PST INSIA~?l9~~ V~
1 ~ l ~ \ 4 N
` . I ~ . ROOT STOCK. OF THIS PLANT .MATERIAL MUST BE KEPT MOIST DURING TRANSPORT AND ONSITE STORAGE.. THE ~ h PLANT ROOT BALL ~~HOULD BE PLANTED SO THAT ONE-FOURTH OF THE BALL IS ABOVE FINAL GRADE. THE V
DIAMETER OF THE PLANTING PIT MUST BE AT. LEAST 6 INCE~ES LARGER THAN THE DIAMETER OF THE. PLANTING
I ~ \ \ ~ BALL THE PLANT SHOULD BE SET. ANA KEPT STRAIGHT DURING THE ENTIRE PLANTING PROCESS. THE GROUND T
1 1 ~ ~ ~ ; .Q \ \ \ \ w 4 . I 1 ~ 1 - \ ' ~ ' 81d ETENT~ N 1 \ \ \ , BED COVER SHOULD BE THOROUGHLY WATERED AFTER INSTALLATION. ~ ,y.
I ~ ~ 1 ~ ; THE MINIMUM DIAMETER OF TREES TO. BE PLANTED IS ONE INCH: ~
L \ 1 ~ ' ~ \ ~ o ~
' , L < ~ WOODY VEGETATION SHOULD NOT 8E PLANTED AT INFLOW LOCATIONS, N
FF . 34.81 \ \ ~ v ~ ~ ~ i \ \ _ { L TREES MUST. BE BRACED -USING 2 x 2 INCH STAKES ONLY A5 NECESSARY AND FOR THE .FIRST GROWING SEASON t~ f..
\ r ONLY. 'STAKES MUSiT BE EQUALLY SPACED ON THE OUTSIDE OF THE ROOT. BALL. ) ~ 't t
1 ~ Z ~ O7 r ' ~ I \ c~ ~ ~ ~ ~ .WETLANDS \ \ \ \ ~ , . rW~
\ ~ + ~ y GRASSES AND LEGUME. SEED SHOULD BE DRILLED INTO -THE SOIL TO A DEPTH OF AT LEAST 1 INCH.. ~ ~
- z ~ 1 1 i I 1 SPECIES IAYOUT SHOULD GENERALLY BE RANDOM AND NATURAL: ~
\ 1 ~
~ ~ , r, 1 1 1 I I , '
~ M ~ m 1 ~ k, , { ~ 1 1 i TABLE OF PLANT HEIGHT AND SIZE AT INITIAL PLANTING
1 ' ~ \ ~ \ ` 11 I 1 • . ~ ~ 1 m\ • ~ ~ " I ~ \ 1 r
' ~1. \ ~ ~ J I , Re wired Minimum Pro osed Plants O Plant Type q p Height/size of
c'r r'. , r, :.'r".:ri ~ ~ t.~ \ \W 1:-. I`< I 1 I 1 \j-'~ C ~ t. 1 L Category. Height/size of Plants (List all-plant types Proposed Plantings I r at Initiol Planting withiri each category} at Initial Planting N
~ , , , ~ , 1 ~ ~ \ N 1 GYMNASI~M \ t 5moll Shruba 18" high in 3-gallon SOUTHERN
t L ~ ,L.. , 'L~ ~ ~ , ~_•y it 1 1 UILDING I 1 \ ' L `t 411 i L t `F' ~ \ containers 3 GALLON / 1.8" HIGH WAX MYRTLE
. 4b ~y. ,LI r1 L 1, L. IL' i , r U~ < I I \ i•1' Small Shrubs 18" high in 3-gallon S?
r t; t .{i 4'x.6 '1 ~r4 y.. `-G • r.'r .r. ~ ~t~\ \ ~I \ i { containers , SPICE 6USW 3 GALLON / i8 HIGH
6{ I \ t L< Small Shrubs 18" high in 3-gallon " WINTERBERRY 3 GALLON 18 HIGH contoiner~ ~
. _J I ~ , , ~ ~ ~ \
Trees 5'-T high with i.0" caliper 6= AMERICAN HOLLY 5' - 7' with, 1.0" caliper
li.,
~ I ~ I I I 1, ~ ti ~ ~ 1 f ~ , Trees _ 5'-T high with 1.4" caliper RED MAPLE 5' 7'. with 1.0" caliper
Trees 5'-T high with 1.0" caliper 16= REVER BERCH 5' - 7' with 1.0" caliper
, , ~ , QUANTITY:
h,
PLANT 44-108, STEMS IN BIORETENTION AREA BASIN.- .(400-1000 STEMS PER BIORETENTION.AREA
~ ~ ( ~ \ 1 \ \ \ I ' ACRES).. (NOTE: 1 TREE=3 SHRUBS)
I t AGRICULTURE B LOING t \ ~ [ 50D SIDE-SLOPES OE` BIORETENTION AREA WITH NATIVE SOD GRASS.. ~ ~ ,
FF s 35. i` ~ ` tp', I I I I i < . ~ ~ 1° 6. G ~ i,r.i~r Q 1.A V ~ ~ ~ ~ ~ ~ ~
1'. 1 :r ~ 1: t, ' ' 1 / / I ~ < NOTES
6:~ L ~ v E I ' , : ! . . • ' ~ ` ' 1 ' / 1. GUY WIRES NOT PERMrrreo ON srREE OHE OHE . ~ . ~ ~ 1 / I I f{ ~ < R~Hr of war, IT PERMRTED ON SIREET
, ::rr..,r r:.,;..:.. ; . ' ' I6 : 1 \ \ 1 1 / I z, REMOVE a.L TREATED oR pIASTIC cG 1 L. , 1 t1` I I • r • ( 1' { BoRIAP FRGM PIANf BAIL. REATED OR PLASTIC COATED
t. w\ ; I' ; i . r r . i r , r r ~ \ C ' • t < J, INSTALL TOP OF PLANT BAlL UP 70 p~ryT 24" X 36" INLET BOX `R 1F PLANT BALL UP TD
. , I / I I I G 3"-4" AbGNE ElgSrING GRADE. ' . , „ . ElgSrlNC cRAOE. TOP RISER ELEV 32.5 3 TOP ELEV 3~ 3~. ALL AND PR IMMEDIATELY'
I ! IN ~B~AND PIT IMMEDIATE y 6 i • t / 1 dH1N, i AWAY FROM TREE --ARBORTAPE BOTTOM ELEY 31.5
r ..t.; : ` \ 1 < 1 ' ( ~O ~ I I < t B: KEEP MULCH 2" AWAY FROM TREE t; ~ , . 1 ` I I b I .c Ir t TRUNK BASE. 6 ' '6 1 T+ W { 1 I ' ~ ' 1 8. REMOVE lV.L SIRING OR WIRE FROM,
v. . , \ < ~ BASE OF TREE . ~ L., 1. t \ ? , t 1 ~ ~ ~ ~ 'I ! 7. INSULL ARBORTAPE As p TRINC OR WIRE FROM COLOR) STR~WDS EVENLY aPACEO AROUND TREE
b. . t 6 ' 6 \ ~ ~ 31.0-' I B { . ER ARBORTA 1, ~ ~ s < { INSTRUCTIONS, RAPE AS PER AReORTAPE OF M~IL~{ ~ BERM i0
FUEL \ ~ / I 1.. t nNI5HE0 CRAD RETAIN WATER. 2 % 2' WOOD STAKE
~ ~ \ ~ i 1, 2" % 2" X JO".WOOD STAKE 'Y~. Y , -~tEMaVE TOP 1/ OF 24"RCP : 24"RCP
w ` , 6 D) 2 ':t ~ .c• ~ ~ z"xz"x3o"wool ~ ~ \y' . 1:. e.•. 't ~ r 1, I~ .3 t N~K ~G~,+~J. .(j~ r. 1 • { J < e, f • 4~ 4" SAUCER 9 4" SAUCER BERM BURIAP FROM
TOP50L REMOVED FROM HOLE CONCRETE ANTI-
fifi L IAIUiSiURBEo SOIL FLOTATION BLOCK ANTI-SEEP WLIAR • r S ENT TO MINIMIZE p
• .y~ TYPICAL TREE DETAIL RISER BARREL
;.I . ' ~ t• L L L. • I ~ 6~ , ; ,bt D . , b 6 ~ r ' d J ~ r: X MINIMUM No scuE No Scale MINIMUM UMR OF MULCH
~6. ~I 1 L y ~ , ' 1 , s ~ 4 1 I \Ir ` ; t ~ n -7 ~ ~ ' y '~,,'n-"~_"j`--•,,,~ ~ ~ - cv TOpS01l f TOpS01l REMOVED FROM HOLE .
' . .1.` ~,k I'. ~ ` - Vii.-., 1..' 1 ( ~..'P .6 - ,~6. 1~ LL ~~,I G ~ ~ . , cl' ' 6 t ~ 6' 4 1n \ . ~ . ~ . ! TYPICAL TREE PIaN PICAL TREE PLAN
No sca.E ~ r` t` ~ 1. T'' c ~ V ? 1 \ . ~ ~ t V , 6 6^ ` 6 y . ~ sca.E PLACE NATNE 500 24" X 36" INLET BOX DISSIPATOR PAD
EX, MOBILE EX. MOBILE 0 I I L \",s ) ~ I. ~ I G PLANT) I "~I GUISSROOM 1 ClA55R00M 2 ~ p ` X. DI "'"'C T.. 6 6*j ~ V 6 , ~ r PLANTING DETAIL-LARGE MATURING TREE ON SIDE SLOPES ROOF DRAIN INLET
x ~ • NQ SCALE 3" MULCH LAYER 12" PONDING DEPTH
1 TOP 29.94 I 1 _t '~q~~ ~P~ ~~II- i
~ - ~ ~ 6 4 s• - -
ti' •y f
1 ~ 6 r Q(: MOBILE I I ~ F .
1 ~ ~ 'CLASSROOM 3 ` 6 : ; t _ \ I L , • _ I I
..,....-„t" LATER aF~ MULCH 2 FT. SAND LAYER
Q EX MOBILE \ \ I I . ~y UCER BERM i0 RETAIN WATER.
CLASSROOM 4 3 ~ , 4 - I I X • ~ 6 - r7 BOTTOM ELEVATION 31.5 GRAVEL LAYER WITH y
~3 t ' _ EMovE Top t/3~oF 24"fiCP THREE 6" UNDERDRAINS BURLAP FROM
dD REMOVE ALL STRING OR WIRE FROM BASE OH SHRUB. ALL STRING OR wr~rn OM BASE OH SHRUB. P A HOMOGENEOUS SOIL MIX OF 85-88 PERCENT CONSTRUCTbN SAND: .8-12 PERCENT
I GA ES CO, HS I OR TION - : I ~ ~ ' T B ETEN ~R00r BALL FINES ($!LT AND CIAYj AND 3-5 PERCENT ORGANIC MATTER SHOULD BE USED.
n rm. _rm....~..a. _ - i I MULCH LAYER SHOULD BE STANDARD LANDSCAPING COARSE SHREDDED HARDw00D SCARIFY THE ROOT BALL OF All CUNTAINER GROWN PLANTS. MULCH qR CHIPS UNIFORMLY PLACED ABOUT 3 INCHES DEEP AND. ADDED t-2 TIMES
BIORETENTION AREA DESIGN CALCULATIONS s~aRlFV ~L -___._w.__._._.~~.._~ _ I I a _ y . PER YEAR AND COMPLETELY REMOVED/REPLACED ONCE EVERY TWO YEARS.
N I I :''r v ..~.:,i., F T" ~ \
INCHESRUNOFF. 1:00 BIORETENTION AREANOLUMES ` ' . ' BIORETENTION AREA
3 RUNOFF VOLUME{CUBIC FEET=AREA*RUNOFF DEPTH AREA `INCR. VOL CUMM., VOL _ PL DISSIPATOR PAD/OUTLET PRQTECTION SCHEDULE C PLANTING DETAIL-SHRUB No Scale
LOTAREA (SQ FEET) . 53334 ELEV: (SO.FT.)~ (CU,FT. _ (CU.FT)~ . _ _ _ _n. . . _ . __~.._.._..w._.__....~:
N STORAGE NEEDED CU FEET „ 4445 , 31..5' 3945 _ D D (NYDOT METHQD) ~-M~ ~ ~ STORAGE PROVIDED CU FEET ~ 4689 32.0' ~~4545 ~ 212E.6 2122.6y~ . W~__ ____._.m _ W......~:.___.~
I APRON APRON _ STONE D50 32:5'. 5162 2566.9 4689.5 ._.__....._PIPE~--._~.. ......_..10 V full.. ~ Q(full) Q ( ) ( ) V (1Q) PIPE DIA: ~ LENGTH WIDTH J~ CLASS DEPTH ~~STONE.. . GRAPHIC SCALE
STORAGE DEPTH= 121NCHES ~ ..._..._._._~_..__~.r_,. _ _ r.~.e I OUTLET CFS CFS FPS I FPS INCHES ZONE La FEET FEET.. STONEINCHES SIZE . .LEtiEdtl
~ BIORETENTION AREA NEEDED. 4445 ~ ' ___:....._..~.---......____w_...___._._~.....~___~,..~.._~_____.~.:_~._:~..~:__~:_~:~__ ..___I,_.y.~:.._ _w _W. ROOF DRAIN OUTLETS 195 190 248 242 12 1 4 4 3 A 18 2"-6"' o EXISTING IRO IXISTING IRON ROD ~ IXISTING SEWER MANHOLE 20 0 l0 20 40 ~ CONTRACTORS SHALL VERIFY
N IDED 4545 S U FT LEV 32.0 m._m._~... . _m , .._m _ ~ B ORETENTIO AREA. PROV _ Q ARE_._.~; IA _ . ......M _.m.,._ IXISTING P01 m..... . A 66 51 31.10 ..9.42. 4 40 38 2 6 18 9 B Z2 5 12 ~ r r AND BE RESPONSIBLE FOR ~ EXISTING POWER POLE ~ EX1S11NG ~ ALL DIMENSIONS AT JOE3.
cv _,w ._..w. W__..._~_ _ I ASSUME PERMEABILITY OF 1 INCH/HOUR AND A FILL SOIL LAYER OF 2 FT THICK m .T~rm--- Lawyw LENGTH ,MULTIPLIER (x C1IAMETER) ..._w m EXISTING DRI D EXISI1NG DROP INLET,- ~ IXISTING WATER VALVE
co _~,...~~~___._.__m .__~~...,~~...._.,.,w.... _ _ ,..m.w~ . o I TH = 3 x PIPE DIAMETER. 1,51NIHRPERUNITAREA _._.:M.._._.__.__...~_.~._._~_._..~~... 1....._.. ~ EXISTING SIG Qp EXISTING SIGN. (IN FEiT) REVISioNs
Drawdown Time 8.D HRS 0 BOTTOM SURFACE 31.5 1 inch = 20 ft: -
_.~.:~.__.r.::.:_,_..~_._...._....r._.:.._.~:.~_e.~::~...~_:_.._._~7._._...._._._.__ .e~.~ ~ ~.~Wr~.~_~_.~:~.___.___.~._..~.~._._._____m...._ _:._____a._,~._._L . 24.0 HRS TO DROP 2' BELOW BOTTOM SURFACE (29.5') ~ -,T-'~ ~ .
STORM DRAIN SCHEDULE 10-YEAR STORM Q x area 0.16 ..m~ ~ ...T. ~...m_..~~ _ _ ~~~:::.~.~.r..:_(qu ~ ..~._w_..~ I Ia- ~ ~ D.o13~ ~ ~ ( ~ _ ~ T t n
Q e DTl CTT
U (1U X MINIMUM), 1 b GU h
A I Cc Q10 q 0 5 ENG E RING & SUFlVE1rING, PC onaxMer PROJECT
USING MANNING'S EQUATION (N x D=16 z (Q x n Is )0.37 FROM TO PIPE INLET TOTAL INTENSITYRUNOFFDSCHRGSLgPE Dtheo SIZE Mull LENGTH UPPER LOWER 19,06 NASH STREET NORTH TELE: [phone] cHECr~~sv 06.04
N x D= 10.34341965 INGHES (AREA= 83.9$ SQUARE INCHES) _ . RUN AREA AREA COEFF INVERTI INVERT j 6 INCHES (AREA 28,26 SQUARE INCHES) WILSON, N.C. 27893 FAX: [phone] ` ST 1 ORA~WeT 11111 i i< A 1 ER 1 1 EMAIL: infoObartlWong.cam DATE SHEET
(ACRES); (ACRES) .(IN/HR) (CFS) ,(FTIFT),(INCHES);{INCHES)(FTISEC} _(F___v_____ m 8 INCHES . AREA= 50.24 SQUARE INGHES E 20106~~; r DATE; JUNE 2006 SURVEY BY. NA PROJECT;
DI#3 DI#2 C 0.06 7.06 7.20 0,6 30.5 0.4100 28.98 36 9.4 84 22:84 22.OD M U 12 INCHES (AREA. 113,04 SQUARE INCHES) i t_ DI#2 DI#1 B 0.08 7.14 .7,20 0.6 .30,8 0.0100 26. 36 9,4 194 22.00 20.06 SHEET sw~ % SCALE: 1" 20 DRAWN BY: LR 06-27e TOWN OF GATFSVILLE GATES COUNTY
i THEREF RE USE THREE 6 INCH DIAMETER PIPES IN THE RAVEL LAYER DI#1 FES A 0,06 .7.20 720 06 31.1 10.0104 270 36 9.4 26 20.06 19,80 Rj •~,qr O REVISIONS: CODE: DKW
DWG FILE:06278SP1 NORTH. CAROLINA ZONE: H-C

1.31
131$ a ;X' jj
1316 i3ao TOUGH PEDESTAL v
SITED A' MARKET +
. SYCAMORE Easons MIDWAY
LOT AREA::' 34.181 ACRES CON~f' EA50N5
i ~ t1NITY L
PROPOSED BUILDING AREA:: _ 34,1.31 SQ. FT. BYP.pICNIC IT~
PROPOSED SIDEWALK AREA:. 4,150 SQ. FT. 156 R ~ to R SC EM~ItCHAArTS
LONE MERCHANTS ~ ` MILL ,POND OLEMA N..~
ERVIOUS AREA: 46 507 SQ;' Fl': NEW IMP , MILL ~ i L
DEMOLISHED IMPERVIOUS AREA: 5,720 SQ. FT. ' tad .d_. POLE ~ (G'~
1400 '~j'.r
EW IMPERVIOUS AREA:. 40 787 SQ. FT. OVERALL N , Creek td $ . _ ~V/ ETREE
SE IMPERVIOUS AREA: 2.74% OVERALL INCREA KNIGHT. y _ DDICK do Flat 1~ ~ 7~
WETLAND IMPACTS 0.2~ ACRES .
V
LOCATL4N MAP
N0 SCALE
Z
STANDARD EROSION CONTROL: NOTES N
THE GON1`R,4CTOR IS RESPONSIBLE FOR. COMPLYING WITH THE NFDES PHASE iI a1L~.r
~.s. r ~s^. ~ l LT ~ ~ i ' ~ REQUIREMENTS, REQUIREMENTS INCLUDE, BUT NOT LIMITED TO THE FOLLOWING:
' ~ .~:/l ..r/ \ ~ s' . ' ' • ' ~ t. IMPLEMENT THE APPROVED EROSION .AND SEDIMENTATION CONTROL PLAN AND KEEP
~ ~ - .'1. 1. ilJ. i/. ' A .COPY OF THE PLAN ON SITE. .DEVIATION FROM THE APPROVED EROSION AND ~ ' SEDIMENTATION CONTROL PLAN WILL BE CONSIDERED A VIOLATION OF THE FEDERAL
~ _ ' NPOES,GENERAL PERMIT,
< j 2. PREVENT SPILLING OF FUELS, LUBRICANTS, COOLANTS, HYDRAULIC FLUIDS, AND ~ N 41~w ANY OTHER PETROLEUM PRODUCTS ONTO THE GROUND OR INTO SURFACE WATERS. i~ 1i
' DISPOSE OF SPENT FLUIDS APPROPRIATELY. N W
3, USE. HERBICIDES,. PESTiCIOES, AND FERTILIZER IN. A MANNER CONSISTENT WITH THE ~:.,t
1' FEDERAL. INSECTICIDE, FUNGICIDE AND,RODENTICIOE ACT AND IN ACCORDANCE WITH 1. LABEL RESTRICTIONS.
r; , ~ 11 ~ O 4: CONTROL MANAGEMEM ANO DISPOSAL DF LITTER AND SANN'ARY WASTE-FROM THE SiTE Y• ~
1 ~ ~ ~ s . ; SO THAT NO ADVERSE IMPACT- TO WATER QUALTiY OCCUR
0 i 5. IN5PECT'ALL EROSION AND SEDIMENTATION CONTROL FACILmES EVERY SEVEN ~ ~ ~ ~ ~ ~ i r ~ ~ ~ CALENDAR DAYS (TWICE IN SEVEN CALENDAR DAYS FOR STORMWATER DISCHARGE Tq
STREAMS ON THE LATEST EPA-APPROVED 303(d) LIST) AND WITHIN A 24-HOUR
w , 1 , / PERIOD. OF ANY STORM _EVENi QF MORE THAN 0.5 INCHES OF RAIN IN A 24-HOUR PERIOD.. MAINTAIN A RAIN GAUGE ON SITE AND KEEP RECORD OF THE RAINFALL
AMOUNTS AND DATES,
' • • ~ ~ ` 6, OBSERVE STORMWATER RUNOFF DISCHARGES AND' LOOK FOR CtAR1T1', FLOATING SOLIDS, ~ ! ~ '
. ; ' ' ~ ~ ' ' - SUSPENDED SOLIDS, OIL SHEEN. AND .OTHER OBVIOUS INDICATORS OF POLLUTION ANb ' EVALUATE THE EFFECTIVENESS DF THE EROSION AND SEDIMENTATION CONTROL .J
J f _ , FOOD8ERVICE ADDmON ~ ' . , ' MEASURES IF .SEDIMENTATION IS LEAVING THE DISTURBED AREA, TAKE IMMEDIATE
4240 SF ~ ~ / , , ~ ' ( ~ \ ACTION TO CONTROL THE DISCHARGE, ~ 7. KEEP A RECORD OF THE INSPECTIONS, RECORD ANY VISIBLE SEDIMENTATION FOUND N W
0 ~ OUTSIDE THE DISTURBED LIMIT AND RECORD MEASURES TAKEN TO CLEAN UP THE ~ ~ W
C LASSROOM ADDITION. SEDIMENT:. MAKE THESE RECORDS AVAILABLE TO;THE DNISION OF WATER pUALllI' „ r OR Ii5 AUTHORIZED AGENT UPON REQUEST.
~ 3940 SI: ; ' ~5~ ( ) l._... 8. MAINTAN EROSION ANp SEDIMENT CONTROL MEASURES TO KEEP THE OPERATING
~ . ~ / \ AT OPTIMUM.. EFFICIENTLY., '
~ (THIS IS NOT A COMPLETE SUMMARY OF THE GENERAL PERMIT CONDITIONS AND WO+ SHOULD NOT BE RELIED. UPON THE COMPLIANCE PURPOSES, A.COPY OF THE
'p >t GENERAL PERMIT CAN BE DOWNLOADED FORM THE DWQ STORMWATER AND r i ~ GENERAL PERMITS WEBSITE AT
I - .._.h i ~ ~ http:]/h2o.anr.atnta.nc,us/au/PDF_Eilea/SW_Generol_Parmits/NGGOt0000.pdf)
o . ~ : '
x
GENERAL. NOTES: ~ , CONTRACTOR RESPONSIBLE FOR COMPLYING WITH ALL REQUIREMENTS/ CONDTTION5 OF ALL
~r ENCROACHMENTS PERMITS INCLUDING PROVIDING BONDS/INSURANCE IF REQUIRED,
. ~ " CONTRACTOR IS RESPONSIBLE FOR COORDINATING REQUIRED INSPECTIONS,
- ice- . r. y.J., ,7 TT~d_~wT+,'T..~L. /,,,~,L•iS/wiw~i,i.y t ;,J•. / J,r'/.,:.y . .r.~ r
/r. CALL ONE CALL CENTER AT 1-800-632-4949 FOR LOCATIONS OF EXISTING UIILRIES 48 HOURS MINIMUM. fug ~ • ~ PRIOR TC EXCAVATION, • ~
' i~.r SIDEWALKS ARE TO BE 3000 PSI AT 28 DAYS AIR ENTRNNED CONCRETE; GONCRETTT THICKNESS TO BE 4" UNLESS t'A
T 1 - i NOTED OR SH01NN OTHERWISE ON THE PLANS. SCORE SIDEWALK AT 5' ON CENTER DR AS SHOWN ON THE V? LANDSCAPE/ARCHITECTURAL PLANS. PROVIDE i/2" EXPANSION JOINTS AT
~ 1 ~ ~ 30 Fi. INTERVALS AND WHEN SIDEWALK EITHER ABUTS A STRUCTURE OR CFUiNGE5 SIZES, MINIMUM
ii . ~ TRAVERSE SLOPE TO BE 1/4"•SLOPE PER FOOL.
- THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ZONE TRAFFIC CONTROL IN OR ADJACENT TO NCDOT OR CITY RIGHT-OF-WAY. ALL METWObS SHALL CONFORM T0. THE MANUAL' ON UNIFORM- TRAFFIC '
CONT1iDl DEVICES,(MUTCD)-AND NCDOT STANDARDS,
ALL PROPOSED Si'OT ELEVATIONS ARE ASPHALT /STONE GRADE; OR AS NOTED. '
OHE 0 OHE OHE ALL PARKING AND DRNE AREAS TO BE A MINIMUM 2" SF9,5A ASPHALT OVER fi" ff CABC UNLESS NOTED OTHERWISE<
ALL SIDEWALKS ADJACENT TO PARKING AREAS TO. BE STANDARD TURN-DOWN
SIDEWALK UNLESS OTHERWISE NOTED,
0~' . . I EXCAVATIGN AND .GRADING PLAN NOTES: ' DIMENSIONS ON BUILDINGS ARE FOR GRADING PURPOSES ONLY AND ARE NOT TO BE USED TD LAY-OFF
0 , . F . FOOTINGS, SEE ARCHITECTURAL PLANS. -
I CONTRACTOR SHALL NOTIFY AND CGOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING FACILfTIES
caz~~a ON OR ADJACENT. TO THE SITE BEFORE DISTURBING; ALTERING, REMOVING, RELOCATING, ADJUSTING OR .CONNECTING T0.5AID FACILITIES, CONTRACTOR SHALL RAISE DR LOWER TOPS OF EXISTING MANHOLES AS
< REQUIRED TO MATCH FlNISWED GF;ADE5,
o , ALL AREAS NOT COVERED BY BUILDING OR PAVING T0: BE GRASSED, LANDSCAPED OR LEFT NATURAL AS INDICATED:
. 0 0 I UNUSABLE EXCAVATED MATERIALS AND AL6 WASTE RESULTING FROM CLEARING AND GRUBBING SHALL BE yF ° DISPOSED OF OFF-SITE BY CONTRACTOR,. AT AN APPROVED PERM11'fED LOCATION.
ti F
I ~ BEFORE ANY MACHINE WORK .15 DONE; CONTRACTOR SHALL STAKE OUT AND MARK ITEMS ESTABLISHED BY THE SITE PLAN. CONTROL POINTS-SHALL BE PRESERVED AT ALL TIMES bURING THE COURSE OF THE
PROJECT. LACK OF THE PROPER WORKING POINTS AND GRADE STAKES MAY REQUIRE CESSA110N OF OPERATIONS ' I UNTIL SUCH POINTS AND GRADES HAVE BEEN REPLACED TO THE OWNERS SATISFACTION.
I REFER TO SOILS REFORT FDR DIRECTIONS ON EARTHWORK AND SUBGRAOE RREPARATIDN, IF AVNLABLE,
. ~
STRUCTURAL FILL: Q'~' • 'ALL NEWLY PLACED STRUCTURAL FILL OR.BACK FILL SHOULD BE GOMPACTED_TD NOT LE55-THAN 95Y OF THE
I ~ STANDARD PROCTOR MAXIMUM DRY DENSITY EXCEPT IN THE FINAL FOOT BENEATH PAVEMENT STRUCTURES WHERE THE REQUIREMENT SHOULD BE INCREASED TO 98% OF THE PROCTOR MAXIMUM DRY
g ~ ~ , a ' ~ DENSTY: N IS NOT ANTICIPATED THAT EfTHER DIFFICULT EXCAVATION OR GROUND WATER WILL BE ENCOUNTERED FOR CUT DEPiNS UP TO 15 FEET ON THIS SLfE. ALTHOUGH THE SOIL APPEARS TO BE WEL6 SUITED FDR
N M I I _ REUSE AS STRUCTURAL FILL, IT SHOULD BE RECOGNIZED THAT CLAY SOILS ARE SENSITNE TO MOISTURE; I AND THEREFORE, IT IS RECOMMENDED THAT EARTHWORK. BE PERFORMED DURING THE DRIER
N + I MONTHS OF THE YEAR THE CONTRACTOR SHOULD BE PREPARED TO MOISTURE OONOI110N THE SOILS AS NECESSARY IN ORDER TO IMPROVE THE EFFICIENCY OF' THE COMPACTING OPERATIONS AND EFFORTS,
In
~'yF OFFSfiE BORROW /TRENCH BORROW: ` ~ OFFStfE BORROW "MATERIAL PLACED ON SITE SHOULD BE LOW PLASTIGIT'( ~PI LESS IRAN 25 AND LL LESS THAN 50)
O . cv .v....,~3 `AND SHALL BE FREE OF ORGANIC MATERIAL OR DEBRIS PLACE FlLL IN 8 TO 10 LOOSE LIFTS AND COMPACT TO ' 959' OF 1NE STANDARD PROCTOR MAXIMUM DRY DENSITY, ASTM D89$. THE MOISTURE CONTENT OF THE .
6, p--_ ~ . N SOiL SHOULD BE MAINTAINED WITHIN t 3 .PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT . DETERMINED 8Y THE SAME TEST: OFF-SITE BORROW MATERIAL TO BE OBTAINED FROM A F'ERMi1TED SOURCE. ;
_ 35. ,EXISTING CONDITIONS: ,
~ 0 ~ _ ~ ~ ~ ~ THE CONTRACTOR SHALL BE RE5PON51BL6 FOR REVIEWING ALL EXISTING JOB CONDITIONS. ANY ADVERSE CONDITIONS _ . • . AFFECTING WORK SHOWN ON THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTK)N OF THE ENGINEER FOR
36, tr POSSIBLE GLARIFlCA110N OR RECONCILIAl10N. J ~ 5 RCP ~ --~--_,_--r_ ,
: ~ ~ ~ - ADA AND LEGAL DiSCLAIMER: ,
N TH15 DOCUMENT IS NOT REPRESENTED TD COMPLY WITH ALL REQUIREMENTS CONTAINED IN THE ADA CR OTHER LAWS. ENGINEERS ARE NOT LICENSED TO INTERPRET LAWS OR GNE.ADVIGE CONCERNING LAWS, THE OWNER SHOULD
~ . ' ~ ' HAVE THiS DOGUMENT.REYIEWED BY HIS ATTORNEY TO DETERMINE LEGAL'COMPLIANCE.
' ~ ~ ~ . fr CONSTRUCTION SAFETY:
r THESE DRAWINGS b0 NOT `CONTAIN THE REQUIREMENTS FOR-JOB SAFETY. ALL PROVISIONS FOR SAFETY SHALL BE ,SOLE RESPONSIBILITY OF THE CONTRACTOR.
N ~ , : - - SITE DATA:. ' '
CD . ° AREA IN TRACT 34.18 ACRES'
. 0 EXISTING IRON- ROD
ca p' EXISTING POWER .Pi)LE ~ DISTURBED AREA 3:08f ACRES SP5
CD EXISTING. DROP INLET, ~ e..r
W EXISTING slcN DISTURBED AREA 0.81 ACRES SP6 CONTRACTORS SHALL VERIFY
EXISTING .SEWER MANHOLE d 0 AND- BE RESPONSIBLE FOR ALL DIMEN510NS AT JOB.
ExlstrNC HYDRANT WETLAND IMPACT'S 0.2~ ACRES z REVISInNs
~ as EXISTING WATER. VALVE
a a
_ C~R.AT?N1C ~C'A1,F _ , R~ L F n n
I R l~ ..e i IUt~~ f..,I/'1I~ 1 ORANMBY PRA,IECT
MOWN- 4~.
~ 20 0 f 0 20 ' 40 80 ti h ENGINEERING & SURVEYING, PC PLAN 1906 NASH STREET NORTH TELE: [phone]' VIIIRe ADING C+ECKEDev .06.04
WILSON, N.C. 27893 F . AX: [phone]
a SEAL fl~ EMAIL: In fo0bortletteog.aom (CLASSROOM/FOOD SERVICE AREA) DATE SHEET
U IN FEET 20106 ? DATE: JUNE 2006 SURVEY 8Y NA PROJECT: '
;0 n i inch 20 ft. SHEET SP6 ,r SCALE: 1" 20' DRAWN BY: LR 06-278 TOWN OF GATESVILLE GATES COUNTY OF
FF %F S. BREVISIONS: CODE: DKw
ac suR DWG RLE:06278SP1 NORTH CAROLINA ZONE: H-C

51TE QATA: 131
,'x"`;
ACRES ~ / ~ .LOT; AREA:. 34 rn l L t3oo TOUGH PEDESTAL JJ
OPOSED BUILDING AREA; 34,131 _SQ. FT. PR ~ _ - MARKET / W SYCAMORE MIDWAY
~ ~ ~ f Easons COMM~ EA$ONS
PROPOSED SIDEWALK AREA: 4,150 SQ,: FT. • \ UNITY ias3 Las
NEW 'IMPERVIOUS AREA: 46,507 SQ. FT. ~ WETLANDS ~ \ uMITS o~ ITE
- I DISTURBANCE w s BYP.PICNiC ~ c,S t58 ~ ~ REMERCHANTS
EMOLISHED IMPERVIOUS AREA:.... _ 5,720 SQ. FT. \ D - 1 \ 1 LONE MERONANTS~ MILL,PONA
. 4a 78'1 S , FT: ~ 1 1 ! OVERALL. NEW IMPERVIOUS. AREA. Q \ AREA.IN TRACT 34.18 ACRES OIEMA N ~
\ 1 I ; , Mill.,' POLE
OVERALL INCREASE IMPERVIOUS AREA: 2.749'- \ .1._.. \ - ' 'C""" • t? - • DI5TUR8ED AREA. 3.08 ACRES SP5 la3a
1 1 1 WETLAND IMPACTS p.2f ACRES ~ 1 \ ~ l aoo . Ct ek u e
• 1 \ } _ \ ° ' DISTURBED AREA q.8t. ACRES SP6 ETREE KNI6HT• y,
\ \ \ } , \ \ DDICK laoi Hat iaoa i 7? WETLANp IMPACTS q.2# ACRES _ ..J
~ \ } '1 1 }
\ \ CHECK DAMS 1 . ~ L.OCATION MAP
• \ \ 1 REgUIRED PER 1 \ PACING DET L 1
1 \ \ • ~ \ \ \ ~
I ~ \ \ 1 i } \ \ 1 TOPSOIL NO SCALE ~
I p DISSIPATOR 1 \ V
t \ \ _ \ STOCKPILE/ PROVIDE PERMANENT RIPRAP . PAD 1 1 1 1 } ~ \ WASTE AREA N~ / STANDARD, EROSION CONTROL NOTES:
CHANNEL LINING FOR DITCHES \ 1 \ \ t.
I ! \ \ \ MATERIAL SEE DETAIL SHEET DT2) \ \ 1 t } \ \ ' THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH -THE NPDES PHASE II ~ REQUIREMENTS. REQUIREMENTS'INCLUDE, BUT. NOT LIMITED TO THE FOLLOWING • t
~ 2 } \ 1 1 LAYDOWN AND \ 1 STAGING AREA . 1: IMPLEMENT THE APPROVED- EROSION AND SEDIMENTATION CONTROL PLAN AND KEEP ssss>r
l \ \ ~ ~ 1 1 . • ,R ; ~ , . { A COPY OF THE PLAN ON SfTE DEVIATION FROM THE APPROVED EROSION. AND.
• } , \ } 1 1 , ` 1 1 '~y~ SEDIMENTATION CONTROL PLAN WILL BE CONSIDERED A VIOLATION OF ?HE FEDERAL ~ ~ / ~ NPDES GENERAL PERMIT.
. ~ } 1 } - ~ Gk. 2. PREVENT 5PILL!NG'OF FUELS,' LUBRICANTS, COOLANTS, HYDRAULIC FLUIDS, AND:, ,N
8: 1 \ \ ~ ~ ,~h` ' < ANY OTHER PETROLEUM PRODUCTS OMO THE GROUND OR INTO SURFACE WATERS, • : DISPOSE OF SPENT. FLUIDS APPROPRIATELY.
`t ~ L'I. a ~ 3. USE HERBICIDES; PESTICIDES, AND FERTILIZER IN A MANNER CONSISTENT WITH THE rwMw
~ ; 31. . , i < ; r / FEDERAL IN5EGTICIDE, FUNGICIDE AND RODENTICIDE ACT AND IN ACCORDANCE. WITH ~ ~ DNS.
f \ ~ \ ~ 32. j - - . , i / LABEL RESTRICIT
' \ \ 1 ` ~ ` ' < ~ 4. CONTROL MANAGEMENT AND DISPOSAL OF LITTER AND SANITARY WASTE FROM THE SITE ( ~ W 1; ` ~ ~t ` j, _ S0 THAT NO ADVERSE IMPACT TO WATER QUAl1TY OCCUR. ~'n O
~ ~ ~ \ \ ~ BIORETE ON EA \ 35, ` ~ ` t~ / 5, INSPECT ALL EROSION AND. SEDIMENTATION CONTROL FACILRIES EVERY .SEVEN ~ I
l DRAIN, ~ } ! - - ~ ~ ~ UTLET < ~ ~ 4 , ~ CALENDAR DAYS (TWICE 1N SEVEN CALENDAR DAYS FOR STORMWATER DISCHARGE TO STREAMS ON THE LATEST EPA-APPROVED 303(d) LIST):AND WITHIN A 24-HOUR Q
_ I ! } ! ~ < ~ / i PERIOD OF:ANY STORM EVENT OF MORE THAN 0,5 INCHES OF RAIN IN A 24-HOUR
: , _ ' / PERIOD: MAINTAIN A RAIN GAUGE ON SITE AND KEEP RECORD OF THE RAINFALL L . ~ ~ AMOUNTS AND DATES.
} \ , , ` ~ 1 ~ ..r ~ , .1, ` ~ 6. OBSERVE 5TORMWATER RUNOFF DISCHARGES AND LOOK FOR CIARffY, FLOATING SOLIDS,
_ ! 1 + ~ ~ ~ ` 1 ~ I I ` } \ \ I ~ ~ ~ 1' ~ c, ` SUSPENDED 50LJD5, OIL SHEEN AND OTHER OBVIOUS INOICA?ORS OF POLLUTION ANp
I ~ } ~ \ ~ , • EVALUATE THE EFFECTNENESS OF THE EROSION AND SEDIMENTATION CONTROL ` MEASURES. IF SEDIMENTATION 15 LEAVING THE DISTURBED AREA, TAKE IMMEDIATE
. ' ti , ~ , ~ <+~b, t ~ ,~e~ AC11ON TO CONTROL THE DISCHARGE: (
< a. \ i ~ / I i ~ ~ a \ 1 1 ~ ? ~ L . ~ ~ r c. ' -7 7. KEEP A RECORp`OF fiHE INSPECTIONS. RECORD.ANY VISIBLE SEDIMENTATION FOUNp ~ v ` ? L ' ~ 'OUTSIDE THE DISTURBED LIMIT AND RECORD MEASURES TAKEN TO CLEAN UP THE
FJf: BUILDING' ! ~ ~ \ ~ • \ ~ \ \ ~ ~ ~ ~ \ \ 1 ~ ~ 1 rid ` - SEDIMENT. MAKE THESE RECORDS AVAILABLE TO THE DMSION OF WATER QUALITY N
i , ~ OR fTS AUTHORIZED AGENT UPON REQUEST.
~ ~ ~ ' 18: MAINTNN EROSION AND SEDIMENT CONTROL MEASURES TO KEEP THE OPERATING. ~ r. AT OPTIMUM EFFtGENTLYi
• ~ ~ ~ Z ~ R ~ WETLANDS \ \ \ \ \ < ~ ' ~ BIORETENTION ! ~ s ' . ~ ~ (THIS IS NOT A COMPLETE SUMMARY OF THE GENERAL PERMIT CONDITIONS AND V/
1 ~ \ . AREA:, ! ~ ~ } 1 1 ' _ ~ ~ i SHOULD NOT 6E RELIED UPON THE COMPLIANCE PURPOSES. A COPY OF THE 'GENERAL PERMIT CAN BE DOWNLOADED FORM THE DWQ STORMWATER AND
GENERAL PERMITS WEBSITE AT
< ` r. I J http:f/b2o.enrstote.nc,us/su/PDF_Files/SW_Genei•cl_Permit~/NCGO10000.pdI)
: l
. ~ < k~ t . GENERAL NOTES:.
1 1 ' H, ~ CONTRACTOR RESPONSIBLE FOR COMPLYING WITH ALL REQUIREMENTS/ CONDITIONS OF ALL
ENCRQACHMEMS & PERMITS INCLUDING PROVIDING BONDS/INSURANCE IF REQUIRED.
CONTRACTOR IS RESPONSIBLE FOR COORDINATING REQUIRED 1NSPEC110N5.
p } ' CALL ONE CALL CENTER AT 1-800-632-4949 FOR LOCATIONS OF EXISTING. UTILITIES 48 HOURS MINIMUM
~ , : \ G NASI~IM \ \ PRIOR TO EXCAVATION: rrrM
~ / ~ ILDING ~ ~ 1 : 'Z ~ `fir 1' ~ ' SIDEWALKS ARE TO BE 3000 PSi AT 28 DAYS AIR ENTRNNED CONCRETE, CONCRETE THICKNESS TO BE 4" UNLESS Vwf NOTED OR SHOWN OTHERWISE ON THE PLANS. SCORE SIDEWALK AT S' ON CENTER OR AS SHOWN ON THE Vd
~ J \ L ; ~ Q ~ ~ • 1 ! ~ l \ ~ NOTE. LANDSCAPE/ARCHITECTURAL PLANS: PROVIDE 1/2" EXPANSION JOINTS AT NOTE: I 30. FT. INTERVALS AND WHEN SIDEWALK EITHER ABUTS.A STRUCTURE OR CHANGES SIZES,.. MINIMUM
/ . : ; ~.4 } ~ i . s , i : ~ Q I< \ \ ' I ' \ , a' z I < ALL ROt TRAVERSE SLOPE TO BE 1 4" SLOPE PE F00 All ROOF pRAINS ARE / R T. ~ Zr
TO BE PIPED TO THE ~ THE CONTRACTOR SHALL SE RESPONSIBLE FOR ALL WORK ZONE TRAFFIC CONTROL IN OR ADJACENT TO
j l I \ r BIORE'fE BIORETENTION AREA: NCbOT OR CITY RIGHT-~OF-WAY. ALL METHODS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC
1 ~ L ~ l I , \ r , ~ 1 ~ • . PROVIDE PROVIDE OUTLET 60NTROL DEVICES {MUTCD) AND NCDOT STANDARDS, ALL PROPOSED SPOT ELEVATIONS ARE ASPHALT STONE GRADE, OR AS NOTED,
I < I,. ~ PROTECT L I \ ~ } ~ • r ~ ~ ~ OUTLET. PROTECTION FOR. PIPE ~ / lR OUTLET- ENDS ALL PARKING AND DRNE AREAS TO BE A MINIMUM 2" SF9,5A ASPHALT DVER 8" V
CABC UNLESS NOTED, .OTHERWISE.
~ . ~ , I \ \ \ l r r, I ALL SIDEWALKS.ADJACENT TO PARKING AREAS TO BE STANDARD TURN-.DOWN SIDEWALK UNLESS OTHERWISE NOTED.
..EROSION CONTROL LEGEND . , . L . • ~ I . ~ \ \ ~ ~ y \ \ 1 I y EXCAVATION AND GRADING PLAN NOTES:
BLEU- - EXISTING CONTOUR ' . rr u I 1 • ' ~ , ~ ~ ~ N \ \ I ~ ; ' < DIMENSIONS ON BUILDINGS ARE FOR GRADING PURP05E5 ONLY AND ARE.NOT TO BE USED TO LAY-OFF FOOTINGS. SEE ARCHITECTURAL PLANS:.
f/ CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UITLITY COMPANIES OR FlRMS HAVING FACILTpES
ELEV PROPO~D CONTOUR , • ~ ' ' ~ . h } } ~ ~ ~ ~ ) } \ 1 c Z ~ 1 \ ~ ~ I ~ ~Q L' ~ L ~ ~ t l E t! L ON OR ADJACENT TO THE SITE BEFORE-DISTURBING, ALTERING, .REMOVING, RELOCATING, ADJUSTING OR
- • ~ LIMITS QF DISTURBANCE 1 , .CONNECTING TO SAID FACILTRES. CONTRACTOR SHALL RAISE OR LOWER TOPS OF EXISTING MANHOLES AS
L REQUIRED TO MATCH FINISHED GRADES. ' ~a ALL AREAS NOT COVERED BY BUILDING OR PAVING 70 BE GRASSED, LANOSC0.PED OR .LEFT NATURAL AS INDICATEp.'
-x--x-- SILT, FENCE 't ~ , , ~ 1 1 - I , . r : ' . . I UNUSABLE EXCAVATED MATERW,S AND ALL WASTE Rt:SULTING FROM CLEARING ANO GRUBBING SHALL BE
, L 1 A ~ v. \ } } d/ ~ , , l DISPOSED OF OFF-SITE BY CONTRACTOR,; AT AN APPROVED PERMITTED LOCATION,
INLET- PROTECTION oHE li \ ~ ~ l . , , t. 1 ~ 1 I I ~ ~ ' L °t BEFORE ANY MACHINE WORK IS DONE, CONTRACTOR SHALL STAKE OUT AND MARK ITEMS ESTABLISHED ~ BY THE STTE PLAN. CONTROL POINTS SHALL BE PRESERVED AT ALL TIMES DURING THE COURSE OF THE
ROCK., CHECK. DAM c L' 4 , ~ ~ } } I / I I ! ~ .PROJECT. LACK OF THE PROPER WORKING POINTS ANp GRADE STAKES .MAY REQUIRE CESSATION OF. OPERATIONS UNTIL. SUCH POINTS AND GRADES HAVE BEEN REPLACED TO THE OWNERS SATI5FACTKIN.
L. h t \R } I J ,r i ' } ,y 1'y REFER TO SOILS REPORT FOR DIRECTIONS ON EARTHWORK AND SUBGRADE PREPARATION, IF AVAILABLE,
ou~n.ET pROrECT~ar • - N ! ~ , ,
. : , ~ STRUCTURAL FILL:
. i. CONSTRU6TION 1 ~ ~ , ROOF l 1 ~ ~ ~ ~ : , I ~ ALL NEWLY PLACED STRUCTURAL FILL OR BACK FILL SHOULD BE COMPACTED TO NOt LESS THAN 95~ OF THE • STANDARD PROCTOR MAXIMUM DRY DENSTIY EXCEPT 1N THE FlNAL FOOT BENEATH PAVEMENT STRUCTURES
` ENIRANCE/EXIT ~ L ~ • ° ~ : , • RAIN \ ! ! \ I ~ \ E •L+ .FUEL ~ / l E' r ~ e ~ r'' WHERE THE REQUIREMENT SHOULD BE INCREASED TO 987G OF THE PROCTOR MAXIMUM DRY .DENSITY: Tf IS N01 ANI1CIPATED THAT EITHER DIFFlCULT EXCAVAITON OR GROUND WATER WILL BE ENCOUNTERED
EXCELSIOR MATTING w/ , w. . C. ~ ~ • FOR CUi DEPTHS UP TO f5 FEET ON THIS STTE. ALTHOUGH THE SOIL APPEARS TO BE.WELL-SUITED FOR ` REUSE AS STRUCTURAL FILL, IT SHOULD BE RECOGNIZED THAT CLAY 501LS ARE 5ENSITNE TQ MOISTURE;.
RIPRAP CHANNEL LINING,... ~ ~ ~ 1 DI 2 . ~ . ..<,< ~ ~ ~ ' ~ 1' , : , AND THEREFORE, ff IS RECOMMENDED THAT- FARTHWORK BE PERFORMED DURING. THE DRIER MONTHS OF THE YEAR: THE CONTRACTOR SHOULD BE PREPARED TO MOISTURE CONDITION THE SOILS A5
z 1` 4' '""~-•F rC I\i 1.. ~ ~ t ' NzYa :f~L n 1 < ',r t ~ c. f . 1 G . . 2 ' NECESSARY.IN ORDER TO IMPROVE THE EFFlCIENCY OF THE. COMPACTING OPERATIONS AND EFFORTS. .
' ~ r ~ OFFSfTE BORROW /TRENCH BORROW:
. . ~ OFFSITE BORROW MATERIAL PLACED ON SITE SHOULD BE LOW PLASTICITY ~PI LESS THAN 25 AND ll LESS THAN 50) ANO SHALL BE FREE OF ORGANIC MATERIAL OR bEBRIS PLACE FILL IN 8 TO 10" 1005E LIFTS AND COMPACT TO
95~ OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY, ASTM D698. THE MOISTURE CONTEM OF THE SOIL SHOULD BE MAINTAINED WITHIN t 3 PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT
L ~ .rte .1.-..~. ~ : .r, ~ I~ ' I _ _ DETERMINED BY THE SAME -TEST. OFF-SITE BORROW MATERIAL TO BE OBTAINED FROM A PERMITTED 50URCE.
\ f'v v `4, T.k :L ~ ~b~~. ~ LYE' EXISTING CONDITIONS: _
' _ " .mil .L. ! L .L:.. L - ~ ~ ~ , ( ~ ~ ~ 1 ~ ~1 re Ceeeee.r ,,~rr ~ ~r -THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING ALL EXISTING .JOB CONDiT10NS: ANY.ADVERSE CONDIpONS
GRAPHIC SCALE o - ~ •L 4 ~ \ 'AFFECTING WORK SHOWN ON THESE DRAWINGS SHALL BE BROUGNT.Tq THE ATTENTION OF THE ENGINEER FOR P0551BLE CLARIFICATION; OR. RECONCILIAITON, -
v L. Ks'ee•s.eeee. ' w 20 p 10 20 40 80 1.- ~ ADA AND LEGAL ,DISCLAIMER:. - .
a T4P 29.94 , . a i a 1 ~ ! ~ . THIS DOCUMENT IS NOT REPRESENTED TO COMPLY WITH ALL REQUIREMENTS CONTAINED IN THE ADA OR OTHER '
, } ~ \ / / ~ 10 L ~ ~ a ..S,e a l".,., LAWS. ENGINEERS ARE NOT LICENSED TO INTERPRET LAWS OR GIVE ADVICE CONCERNING LAWS, THE OWNER SHOULD HAVE-THIS DOCUMENT REVIEWED 8Y HIS ATTORNEY TO DETERMINE LEGAL COMPLIANCE.
\ t . , F. ' 1 N 1K FEET ! a, CONSTRUCTION SAFETY:
• II • . . 1 Ineh _ 2D it, ! ~ • TERIAL ~ L " THESE DRAWINGS DO NOT CONTAIN THE REQUIREMENTS FOR JOB SAFETY. ALL PROVISIONS FOR SAFETY
l~f '~`UIYDOWN AND ~ ~ t; SHALL BE SOLE RESPONSIBILITY OF THE CONTRACTOR.
v, ~x, Maei~~ STAGING AREA , , ~ , . 1 \ 1 e.. sit n. . CLASSROOM 3 I I U. L . x
. t . . .
~ o EXISTING. IRDN ROO - \ ~c. MOBILE ~ ~3. c7 CLASSROOM 4 . ~ . . TEMPORARY `TEMPORARY SEDIMENT BASIN SCHEDULE
EXISTING PowER PDLE t CONSTRUCTION f..~~_ ~ _ . _.~~:N ~ - ENTRANCE I TOTAL DISTURBED REQ WEIR- . PROP REQ PROP CONTRACTORS SHAH. VERIFY _~._..w.....____..__.... __~.__._.__4.__.__..:_,.._~_.-._~__._.-..~...,..___~___.._~..,w_.._~_.w__~._•_-- AND BE RESPONSIBLE FOR
~ m EXI5iINC DRaP INLET DISSIPATOR PADlOUTLET PROTECTION SCHEDULE I - (NYDOT METHOD) _ ~ ~ I IW BASIN AREA AREA Q`2 SURFACE LENGTH WIDTH DEPTH LENGTH BAFFLES SURFACE VOL VOLUME ~.W_...._._~ _ ALL DIMENSIONS AT JOB.
EXISTING SIGN :.~__:_:,V - N APRQN APRQN 'STONE D50 I ~ ° \ # ACRES ACRES CFS SQ FT FT: FT FT FT ~REQ~ mµSQ FT CF~4 CF~~~ x x
EXISTING' SEWER MANHOLE ~ _ _ _ I ro ~ ~ PIPE ~ • Q(fuil) Q (10) V (full V 10 PIPE DIA ~ LENGTH WIDTH CLASS; DEPTH STONE TST#1 0.10 0.1 0.35 152 18 9 2 _ 10 N0 158 180 318. R~+sloNs _ _
' ~ .EXISTING HYDRANT: . ~ . OUTLET ~ ~ CFS CFS FPS ~ FPS ~ INCHES ZONE La, i FEET . FEET STONEINCNES :SIZE: : _m.. m _ , TST#2 010 01 0 35 152 18 9 2 10 Nq". 158 180 316
~ ~ „ .r~w.... ~ : ~ ~ D4 EXISTING WATER VALVE ~ .ROOF DRAIN OUTLETS 1.95. 1.90 ~ ~ 2.48 2.42 ~ ~ ~ 12 1 q ~ . 4 ~ 3 ~ ~ A l T$ ~ 2 6 . ~ ~ 'y t--._----- STt~RM_ DRAIN SCHEDULE (10-YEAR STC?RM i F
;r A 66.61 " 31.10 9.42 4:40 36 2 6 18 9 B 22 5 -12 m.., ,....~M..... _ 1- La =LENGTH MULTIPLIER x DIAMETER i _ ~ , 3 ~
c~ n c»r-i c-n-
- IDTH = 3 x PIPE DIAMETER I I... PROJECT , F 1 ~ G I I o ~ ENGINEERING & SURVEYING, PC GRADING 06 o A
PLAN PROJECT
ATIUNS FROM TO PIPE W INLET TOTAL INTENSITY RUNOFF DSCHRG SLOPE Dtheo SIZE Vtull LENGTN;UPPERiLOWER 1 1, .DITCH CALCUL CHECKED BY 4 1906 NASH STREET NORTH TELE: [phone] WILSON, N.C. 27893 FAX: [phone] (GYM AREA)
RUN AREA AREA COEFF PIPE INVERT NVERT 10 YEAR DESIGN .-SSTORM SEA It ° EMAIL: info*bortietteng.com DATE SHEET
I N 0.015 (ACRES); (ACRES) (1NiHR) (CF5) (FTIFT) (1NCHES)'(iNCHES) (FT15EC) (FT) I Q LOCA110N REQUIRED DffCH BOTTOM FLOW SIpE FLOW WET1ID 'WYDRALAfC'MANN. ACTUAL TOP SHEAR FERNi TEW, t?f#3 'DI#2 C q ~010y~ DATE: JUNE 2006 SURVEY BY: NA PROJECT:
. 8 ~ - Q FLOW SLOPE WLTiH DEPTH SLOPE AREA PERK fHt RApIUS VEI. L 2 LINER DI#2 DI#1 B 1 0.08 7,14 720 0.6 30.8 0:010q 26.9 36 9.4 194 .m 22,00 20.06 .gyp MEET SP5
Y M ( q 80 26.8 36 9 4 22,84 22.00 rn 4 w _ .M 0.06 7.06 7,20 30:5 0.01 CAPAMY WIDTH STRESS .4 _ _w_~ _ _ _ Q s d A P R V Q W 1 bsls ,ft. REQUM REQUIRED _ , _ _w.. , LL.w.._. w , _ _ \ 1 DI#1 FES A 0.06 720 v 720 9.4 26 .80 , 06 31.1 0.0100 27.0 36 ~ -z' SCALE: 1" = 20' DRAWN BY. LR 06-278 TOWN OF GATESVILLE GATES COUNTY SREVISIONS: STORMWATER COMMENTS 12-5-06 CODE: DKW
{ oat YES YES ROOFQRAINOUTLETS «029^I 029 720 0.9 1.9 0.0030 11.9 12 2.5 ( NA 20NA.06 19 a p(fCFiESALONGFRLSLOPES 0.43 0.13 2' 0.05 3,j o,11 z.3zl 0.05' 4:63 0.50 z3o & 5 131.50 . W , « NORTH CAROLINA FILE:06278SPi ZONE: N-C

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~ .--a4.o-. ? ---a:.",'r .'':rJ $ EX. MOBILE ~ EX~ MOBILE o -°-`F" ~ • -~--~.,~e„ ~ r 3 STANDARD + ID D ' 0 S EWAI~K x ,r. ,3.,, xi CLASSROOM 1 r . ROOid' 2 t ~ ~ ~ ' , ~ . L 1 HANDICAP _:`4/ CLASS
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~ 1 EX, MOBILE.. ' I' D ~ cLASSRDOM 4 IL ~3. ' RELOCATE . ~

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II ; L~ .r 23.79 44.11 11
~ . , ~ ' . 'MOBILE P l
J.. ""o " OLASSROOM 8 3.0• ~ . 7< a
;f ~ I ~r'y. r,. ~ I I ~ .
- Y' R r,~ ~ II 1 ORANGE CONSTRUCTION SAFETY FENCE-TO BE INSTALLED AROUND ENTIRE CONSTRUCTION AREA
• v' r y3. EX.' PERFORMING ARTS BUILDING "9` PRIOR TO BEGINNING ANY WORK: FENCING SHALL BE OSHA ORANGE; 1" MESH, 48" HIGH
" EX. MAIN BUILDING ~ r MOLISH . r r FF = 33.94' r; r' a POLYETHYLENE.: FENCE SHALL BE SUPPORTED EVERY EIGHT, FEET -WITH 6O" WOOD POSTS ,HAVING A
,..r. ~s. ~ r MINIMUM CR05S SECTION SURFACE AREA OF 1--~ OR STEEL T-POST OR U-POST AND SECURED WITH 5 WIRE TIES. AT EACH POST. FENCE SMALL ~E MAINTAINED. UNTIL COMPLETION OF
6; 1 ~ , . , CONSTRUCTION..
~ ALL S&E CONTROL' DEVICES MUST BE INSTALLED ~ PRIOR TO DEMOLITION AND REMAIN IN PLACE. UNTIL
r'•r ~r ` 59.02' I ~ ~ f' , , ADEQUATE GROUND COVER fS ESTABLISHED.
' - ( N - rJ. ~ EX, ART BUILDING ~ " r~ ~,1 CONTRACTOR SHALL NOTIFY AND COOPERATE WffH ALL UTILITY COMPANIES OR FIRMS HAVING FACILITIES
: . "n FF = 32.97. ~ .,:t. i ~ , ' EX. ASPWALT/CgNCRETE „ ~ ON OR ADJACENT TO .THE SITE .BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING OR
"r' r I ,w 30 or TO BE REMOVED ..,'".,,.,.r.,,.,, r REM VE CQNNECTING TO SAID. FACILITIES. CONTRACTOR SHALL RAISE OR LOWER, TOPS OF EX{STING. MANHOLES AS REQUIRED TO MATCH FINISHED GRADES.
_ ` r <:,."..C ; 49,00' - r• r• r• . J BAC -STOP r'•r I I , UNUSABLE EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM. CLEARING AND GRUBBING SHALL BE
, .rr ,,,A - II ;a- , .DISPOSED- OF OFF-SITE BY CONTRACTOR AT AN APPROVED SITE.
BEFORE ANY MACHINE WORK IS DONE, CONTRACTOR SHALL STAKE OUT AND MARK ITEMS ESTABLISHED
" us`.' a r' a I L... B.Y THE .SITE PLAN. CONTROL POINTS SHALL BE PRESERVED AT ALL TIMES DURING THE COURSE OF THE
1' o.. r. rs vj3 PROJECT: LACK OF THE PROPER WORKING POINTS AND GRADE STAKES MAY REQUIRE CESSATION OF OPERATIONS UNTIL SUCH POINTS AND GRADES HAVE BEEN REPLACED Tq THE OWNERS SATISFACTION,
CONTACT NC ONE CALL: 1-800-632-4949 AT LEAST 48 HOURS BEFORE DIGGING,
THE CONTRACTOR SHALL' BE RESPONSIBLE FOR REVIEWING ALL EXISTING JOB .CONDITIONS, ANY- ADVERSE CONDITION
t r~ q, .r ~ -•----:-aG AFFECTING WORK SHOWN `ON THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION- OF THE ENGINEER FOR ~ POSSIBLE CLARIFICATION OR RECONCILIATION.
' 35. ~ ~ it ,'i~ ~ ~ e r r , rrr~+-}., j f ^~+~r•~ r
:e` •r•.r,j r 1J ~ ! ~ .-~-~'/.Y' ..,,.,,y..t.,r..l•. r - rrh :~5.a.".>. ...r, :br. dr r..., ~.r r I THESE DRAWINGS DO NOT CONTAIN THE REQUIREMENTS -FOR JOB SAFETY.. ALL. PROVISIONS FOR SAFETY
r"~`~'.'r'rj,+ E ~Y.," ,~~rr;,~'~r~rr ti.,rr..1,,; • I SHALL BE SOLE RESPONSIBILITY OF THE CONTRACTOR.
: ~ I I WORK. WITHIN THE NCDOT RIGHT-OF-WAY SHALL CONFORM TO NCDOT STANDARDS AND SPECIFICATIONS. .r..r~
W / THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ZONE TRAFFIC CONTROL IN OR ADJACENT TO
0_ NCDOT OR CITY RIGHT-OF-WAY; ALL METHODS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC
f3 OHE ~ CONTROL DEVICES (MUTCD}.AND NCDOT..STANDARDS:
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CONTRACTORS SHALL VERIFY
C~ AND BE RESPONSIBLE FOR
0. ALL .DIMENSIONS AT JOB.
a lEGENQ R~swes
t o EXISTING IRON ROD
0 G1 EXISTING POWER POLE a
m EXISTING DROP INLET ~ n e~ n~-~ r--r-T-
~ _
/ EXISTING SIG R I LF %I I f f iff 11 C3 f-\ M I I_ G 11.I DRAWN BY PROJECT
' EXISTING SEWER MANHOLE HIC SCALE 0 GRAP , ENGINEERING &SURVEYING; PC . M p AN oHECi~oBY •
EXISTING HYDRANT 1906 NASN SDREET NORTN TELE: [phone] DEMOLITION " L 0~ 04
V40 0 20 160 40 EXISTING WATER VALE SEAL ( WILSON, N.C. 27893 EMAIL: infoObartletterig.com FAX: [phone] DATE sw-u
20106
a ` DATE: JUNE 2006 SURVEY BY NA PROJECT: sfEET P4
~ IN -FEET ) SCALE: 40' DRAWN BY: LR 06 278 TOWN 'OF GATESVILLE GATES COUNTY
1 inch = 40 it: J~~ &5 ~~'4ffo REVISIONS. CODE: OKW ~ifIIfIU%~ NORTH CAROLINA ZONE: H-C
DWG FILE:06278SP1

i t
r . r r r r t 1 r..~_ t~t8 131 ~ 111 ~
_ n t316 ~Qo TOUGH PEDESTAL ~ , X MARKET
. t , t ~ / SYCAMORE , IUWAY
COMM' EASON9
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WE(LANQS M,,i : ~,t'Yr • ,l°' i'
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• GYMNASIUM ~'s ~ T TA: ~ ~ rra ~
~rr~- ~ ~ ,:4,L BUILDING 'R;` , ; ~ LOT- AREA: - 34.181 'ACRES
84,18' ~r rt~mI' t25rJ1J S~ i
IGJ r' w 4l/F Mr~ 'D j' PROPOSED BUILDING- AREA: 34,131 SQ. FT.
w- .e'. PROPO5EQ SIDEWALK AREA: 4,150 SQ. FT. ~ ~
X AGRICULTURE BUILDING r • v' ~ N~ 1 S s . fF -35.28' * r
r~ .n NEW IMPERVIOUS-AREA: 4fi,507 S4. FT:
Z DEMOLISHEp IMPERVIOUS AREAr 5,720 SQ. FT. I ~
vv k. ~ ~ ~ ; ..r i N
- aDp i OVERALL NEW IMPERVIOUS AREA; 40,787 SQ, FT. N N
„ , i x i"Q w b` BUEL . ~ OVERALL INCREASE IMPERVIOUS: AREA: 2.74%

X b.: 4 ~ . r 'I ,'~1 .,A , 1~' t~.. lw' ~ fir, ~r i . • rr•. u WETLAND IMPACTS 0:21 ACRES ys t~ Ua
,a °'~,.°4."°.,,,+..,.,. a ~ . `"t.,:, Cdr ;r
~"'"""~+n r • r.. r. ~ r v h : ~ L LY , ""C, -•T-, " t G ~ - - ~ ~ ~ rJl. r' 38.05 32.09 _ r ~ % hL. k '•s y,`,r r. ,.t. BUILDING HEIGHT; LESS. THAN 35' f""
k 4 Y b ry L, - r ` , r ,a`: EX, MOBILE yam- ~ y`,« e• a ~ tir , . ~ r y .z `r ' $ ~ EX. MOBILE r wY ~ ~ i _ PRQPERTY ADDRESS: 88 HIGHWAY 158 WEST
. n OLASSROOM T n CLASSROOM 2 p1 N , F. k GATESVIILE, NC 27938
_ ~•rtJ1 23.70' ' u 0 W r ; - LAND. USAGE: SENIOR. HIGH SCHOOL
-0WNER; DEVELOPER:. GATES COUNTY BOARD OF EDUCATION
f~. g"~a 40.18 p P.O. BOX 125
~ F.X. MOBI o.. , , , ~ LE i . I ~ : ~ ..CLASSROOM 4 GATESVIILE, NC 27938
~'i w (
' 0 ' REFERENCE: DEED 800K 101 PAGE 168- A
X 'I fr.j~ 23.79 .44.11' u DEED BOOK 146 .,PAGE. 567 ~ r.~~.
v~
r! r' ~ ~ $ CFX, MOBILE - ^x~"';'l m4 N LASSROOM 6
.,r„ . .1.
i'
JEL TANK ; I ~y' i. .Y~.•:. EX. MAIN BUILDING l'; ,':ri.>, FJ(. PERFORMING ARTS .BUILDING ' ,?1 {l;~*„•y} r - FF=33,94'. ' , r .J .,,I Ir r. ~ ..r ..y: t• J r., _ .
V
"5i t! r- a-17 9 r e ~ - s~ r1 r r be - _ ' J.. 'p ••y..r•.t r. y r. r7 r >„d.v r - - ~^r?„yrr.:nL'rts~s::~.a;, ~ r a t y r,.y . ~ ~ ~ ' ~.:1..., . r';"'r .~~..u.rr
' J.1 ..r ~ ~ ~ ~ 'ti `r" ya.. ' r' ' r ,1. ~ .'•9•' J•' ~ ' p`~t,l ~ :.9.r 'rr: '4'...r~ ` y,. e•._r.'.J• "p x ~ - \\'`r r r J, ~C.>` 69.02' d ,
r , r 1
I •y, fJ.~ Fx. AR7 BUILDING iv f 8`'I
r,g'T ~ ~ 32.97 n .1,, ~ SITE NOTES:
~ ',;.r:.J,; 3002' L .THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ZONE TRAFFlC CONi'ROL IN
2 ' _ ' ' C] r r 'J OR ADJACENT-TO NCDOT OR CITY.R/W, ALL..METHODS SHALL CONFORM TO THE
, > I•r•••, (•001]$1:!\~ICG rrvrr '.f i.. I~;y~ ( MANUAL ON UNIFORM TRAFFIC CONTROL. DEVICES (MUTCO) AND NCDOT STANDARDS.
1 a
i,::~~ (4240 SF~ = r- _ SEDIMENTATION AND "EROSION CONTROL PERMIT(S) MUST 8E ISSUED BY NCDENR PRIOR TO ANY EARTH DISTURBING AGTIVITY. .
_ ;e.r CLASSROOM ADDITION r:: - ~ ,.f-'
~~-M X ~'I THE CONTRACTOR SHALL CONTACT NC ONE CALL, 1-800-632-4949, PRIOR TO THE
~ -u- BEGINNING ANY EARTH DISTURBING. ACTIVITY:
p~r~r'1 ~ ~ ~ ~ ~ ~ ~r~ THE UT1LfiY LOCATIONS SHOWN ON THIS MAP ARE APPROXIMATE ONLY, AND ARE NOT,
r..... .'.p J. ' r, J. - ~ r? er r.~'.v °JJ %r y RELIABLE FOR EONSTRUCTION PURPOSES FOR ACTUAI. FIELD LOCATIONS:
.r.r..., r,.r r,J•. Y.iS. f• L1..•~Y'•FI•Y'~~ !1/.~y ? f r 5- , REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDLNG DIMENSIONS AND FINAL
' Vwl: - , $,.t ..i..n . r•i r"J ••r_~r~t. F~}•' "N ~ - d PLUMBING SIZES AND LOCATIONS.,
~ "'.1 HANDICAP ACCES5181E AREAS SHALL NOT EXCEED 1/4" RISE PER. FDOT ~
p ,.-'r EXCEPT IN RAMP AREAS. HG RAMP SHALL NAVE NO GREATER SLOPE ,THAN 1 IN
a 12. RAMPS OVER 1 IN 20 SHALL REQUIRE. EDGE PROTECTION PER NC ACCESSIBILITY CODE .SECTION 5.5:
OHE ~
o 2 ~ z 4.7.1~4.DL2 &A6.2~1.2BTHE OF~SVOLUME 1~C NC STATE BUILDINGI CODE S OF
o m N , NO SURVEY WAS PERFORMED BY BARTLETT ENGINEERING ~
~ SURVEYING, PC. TOPOGRAPHIC SURVEY PERFORMED BY PAUL J. TOTI
N ~ GAZEBO ~ ~ . ~ ~ LAND SURVEYING....
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ro E ONE
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U IBC NWY 37 S CONTRACTORS .SHALL VERIFY ~ ~ - AND BE RESPONSIBLE FOR ~ _ ALL DIMENSIONS AT JOB.
-
t~vislorts
I

Q o c? EXISfiNG ,IRON R00
i N M/InTY~In hM11Ch hAi C _
N ChlJIINW rvncR rvtX- -1 L 1 b^N 1 L.F I DRAWN BY PROJECT
~i R E 3 m EXISTING DROP INLET P
GRAPHIC SCALE EXIS iiNG SIGN ENGINEERING & SURVEYING,. PC 1908 NASH STREET NORTH TELE: [phone] SITE PLA ® ~KMV O"-o4
EXISTING SEWER MANHOLE 40 0 10 40 : so Aso WILSON, N.C.. 27893 FAX: .[phone] EAL EMAIL infoObnrtletteng.com DATE SHEET
a EXISTING HYDRANT M b 2010 DATE:. JUNE 2006 SURVEY BY: NA PROJECT: ~P~
- - - ea EXISTING WATER VALVE
( IN FEET) ,c,'•,,~F,~ I,(~~ti` ;,c SCALE: 1°- 40' ` DRAWN 9Y: LR 08-278 TOWN OF GATESVILLE GATES COUNTY
i inch = 40 Pt, F RAN G S SolaON REVISIONS: CODE DKW
Dwc FlLE: tiaz7asPT NORTH CAROLINA ZONE; H-C
-

131
1318 X,
oo TOUVI;H PEDESTAL
MARKET
IDN'AY 5YCAMORE Easons
COMM EASONS 1315- UNITY 4ao3 Ga
s BYP,PICNxC ITE
~ 1 , 1 ~ . - : 15a . ~ laoo RAEMERCHANTS LONE MERCHANTS MILL POND
~ \ • \ ~ r ~ ~ ~ ~ ` ~ 4LSMA N 1
• 1
" ~ , ~ p01:E
1\ 1 ' - I ` ~ ~ ~ \ 1400 d , ~ ~ J~ ~ C,~ek loos A S'~
1. j \ \ ETREE KNIGHT:
1 \ 1 \ ~ r ~ u • . ° • DDICK 101 Flat iaaa t
~ v~ J
/ , I 1 1 ~ ~I
~ o Z
~ L4CATLaN MAP
r,; - .WETLANDS ~ \ \ ~ \ \ \ \ \ \ ..:71.05 l ~ \ \ \ ~o scA~~ ~ _
S \ t+
• 1 ~ 1 ~ a
~ - ~ ~ \ ~ 1 u ~ M ~
' ' ' l \ \ ~ i 6-:.. , ~ ~ IX. BUILDING. ' ~ ; ~ \ ~ ~ \ ~ \ t q ~ N
~ w Y +..'1 ~ FF ~ 34.81' \ \ \ \ ~ , . \ ~ ~ ~R
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r-34.0 --~'1` ~ a'R y . ~w ' _,~.,~"T, D '°Fyl Ye,.: f. 1:~,. j4 `1 ~ . CtA59RO0M t CUSSROOM 2 t \ ~ ` ~ , • ; ` 4 1 HANDICAP r~; °i,?~, dl \ ~ 'r%,', z3.7a ~ y ORT-O-JOHNS
- 35.0 'r.. ` I I '~'s: '~t.•{ ,T -
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r^1 23,79 44.11 ; ,y. :
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. n ~ 'r ° r O y p
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r.,_.. • r,., r• f • 3n•n2' , 37.
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x ``r, ` 37,0^ N II
C NWY 37 S CONTRACTORS SHALL VERIFY
w - - - 0 AND BE RESPONSIBLE FOR
o a ALL DIMENSIONS. AT ,108.
n z REVISIONS
g
i 0 o EX1971NG fRON ROD
a EXISTING .POWER. POLE, _
m EXISTING DROP INLET DPAWNBY PfNJECT app l l l l ih~f
P EXISTING sicN GRAPHIC.. SCALE Ap BARTLETT .r 1A11f ENGINEERING & SURVEYING, PC
r eNEcxFA BY X V6•04
EXISTING SEWER MANHOLE ~ 40 U 20 40 80 : 164, ~ 1906 NASH STREET, NORTH TELE: [phone] EXISTING CONDITIO' NS WILSON, N.C. 27893 FAX: [phone]
EXISTING HYDRANT EAL , EMAIL: info*bartletteng.com DATE stEET
a DQ EXISTING WATER VALVE 2010 a ~V DATE: JUNE 2006 SURVEY 6Y: NA PROJECT: S n;2
W FEET , ;~0 SCALE: i" 06-278 DRAWN BY: TOWN OF GATESVILLE GATES COUNTY.
Z = F ? r,~ ~ 1 inch 40 . ft F+P ~
G SUR fill 5REVISIONS: CODE: DKW DWG FILE:0627BSP1 NORTH CAROLINA ZONE: H-Ci

1t ~ ;X' ^
1~ 8
tstb ~ + TOUGN~ PEDESTAL
MARKET
5YCAMORE MIDWAY 3 Easnns COMM' EASON9
UNITY 1403 ~ ,
s BYp.PICryIC ~ ~IT~ r±t 158 ~ EMERCHANI'S
LONE "MERCHANTSA, ~ ~ MILL POND
_ ' , . , oL~Ma ~ 1
"1 MILL ~
h ~ POLE rasa
. ' ~ C~ek taoo taoe
ETREE KMGHT.
DDICK L. Fiat laoa t
- %
. _ • 4.. Uo Q
~ Q~ LOCATION MAP ,
NO SCALE ~
fVn
~IIV
~ ~ Z
.~lI:F~.BTA= N
N aW~ LOT AREA: 34.181 ACRES
PROPOSED BUILDING AREA: 34,131 SQ. FT,
~ PROPOSED SIDEWALK AREA: 4,150 SQ. F`i'. _ W
J _ , ~U~
NEW IMPERVIOUS. AREA: 46,507 SQ. FT.
/ DEMOLISHED IMPERVIOUS AREA; 5,720 SQ. FT: C~ V
/ "f
OVERALL NEW ,IMPERVIOUS AREA: 40,787 SQ: F1';
OVERALL INCREASE IMPERVIOUS AREA:. 2.74%
• J
x WETLAND IMPACTS 0.21 ACRES ~ ,Z
• • ' ~
. 1 BUILDING HEIGHT: _ LESS THAN 35' W N
PROPERTY ADDRESS: 88 HIGHWAY `158 WEST N N
GATESVILLE, NC 27938:
M LAND USAGE: SENIOR HIGH SCHOOL (n
• • • L.J ,OWNER/DEVELOPER: GATES COUNTY ,BOARD OF EDUCATION
~ _ P,O. BOX 125
~ - F • ? . GATESVILLE; NC 27938
. . - - Igg I • lil X REFERENCE: DEED BOOK 101 PAGE 168-A
• II DEED BOOK 146 PAGE 567
_ d . ,
GATESCOUNTP' ~ ~ ~ y Q,i NIGH SCHOOL . : . . . , • ~ , j"' ,
/ , O.B. IAQ pG.567 . ~ Av$ETLANAS TUDP ,
BASB6GNPERFOR+11Ep ~ ,1 N^ .7r.
ON2HISPARCEL . . SHOOTING RANGE
* ra.~,; ,,a~;', r ~_nn
I VJ
I:~ ,..rte' ~ NO SURVEY WAS PEf~ORMED BY BARTLETT ENGINEERING 8c SURVEYING, PC, TOPOGRAPHIC SU~twEY :PERFORMED BY PAUL J, TOTI. LAND SURVEYING. ~ ~Ir
• ~ . ~ EX. REST RDOMS/ . ~kix~' ' • . . + 't CONCESSION STANp
r - EX, BUILDING i ~ ` ?t~
' ~'A' " ~ q EX, EX. COPE ED.---' ~ :1„
q BLEACHERS WOOD M ',F ~ .f' g STAGE liC
, ~'Y~ ROPOSED ~ + ~ . ~ fix, p°G • r,~ GYMNASIUM UG
~ ' \ ~ ' . ;~~L.G~ BUILDING .d \ • a ~ Xy
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acalcuLTURE ;4 #~^M~; _ - r,: `
BUILDING ~ ~ a' \
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'z EX, MOBILE '",,~.i ~
CLASSROOMS . ,t,ir r .;.a . ~ ~ .
. ~z: MoaaE 1
CLASSROOMS ~
• PERFORMING a7
~ f i~t EX. MAIN BUILDING ; a. BUILDING ' X • ~ - a FF - 33.94' ~
. ~ ' PROPOSED ~ " t~.;•" ~ l E
t- ~ CLASSROOM EX. ART B EACHERS BUILDING
W r ADDITION ~ f
a - ~
a . ~ ~ ~ • y

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N I o EXISTI G IRON ROD
~a N ~ EXI NG POW POLE ~ o
3 ~ STI ER Y ID EXISTING DROP. INLET
o ;r ;
cn EXISTING SIGN
~ - .EXISTING SEWER MANHQLE - CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR
~ 'EXISTING HYDRANT Gr ALL DIMENSIONS AT JOB:
n bd. EXISTING WATER' VALVE z REUI910N3
I
r~
Q U
15~ IIIU4r,~ V 1 \ TL W.' DRAWN BY roJECt
R GRAPHIC -SCALE P T ,
A L i0o 0 5a 100 aoo 400 u ENGINEERING. & SURVEYING, PC 1906 NASH STREET NOM TELE: (25z) 399-0704 OVERALL SITE PLAN CHEDKED9Y 06-04
SEAL WILSON, N.C 27893 FAX: [phone]
a ~~1~6~'1 EMAIL: info®bortletteng.com OATS yyf~
IN FEET 4 V V DATE: JUNE 2006 SURVEY BY: NA PROJECT; SFEETPI
1 inch = 100 ft. $ B1,.~' SCALE: = 100' DRAWN BY: LR a6-27e TOWN OF GATESVILLE GATES COUNTY
_ & SURD . 1; OF r{ipu n,,,q! REVISIONS: CODE: DKW
owc FlLE; 0s276sP1 NORTH CAROLINA ZONE: H--C