20080678 Ver 1_More Info Received_20080424

VE- 0 69 D.
LETTER OF TRANSMITTAL
Date: 4/23/2008
Job No. 11.07.015
Attn.: Annette Lucas
Ref.: Eastern Yadkin Middle School
TO: Annette Lucas
2321 Crabtree Blvd
Suite 250
We are sending you:
® Attached
? Under Separate Cover VIA
Raleigh, NC 27604
The Following Item(s):
z?:7 Shop Drawings ?77 Prints C-7 Technical Specifications
[j Copy of Letter QU Plans C-7 Pay Application
1? Contract L? Plat
No. Copies Description
1 Plan Set
These are Transmitted as Checked Below:
® For Approval
® For Your Use
® As Requested
1--7 For Review and Comment
1--7 Recommended for Payment
b Approved as Submitted
Z--7 Approved as Noted
177 Returned for Corrections
Z--7 Resubmit
Z--7 Submit
b For Distribution Prints
z--7 Corrected Prints
FROM: Amanda Loftis, El
G0?1
CAVANAU G H
Solutions through integrity and partnership
1 -
'61 -1 NIJ
4 x(10$
Cavanaugh Associates, P.A., 530 North Trade Street, Suite 302, Wiston-Salem, NC 27101
Phone: [phone] Fax: [phone] www.cavanaughsolutions.com
YADKIN CD UNTY
NORTH CAROLINA
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STORMWATER MANAGEMENT PLANS
GREENBRA~R~pi-~
EAST BEND, YADKIN COUNTY ~ ~P~;~'~0~8'
I/ICIIVITY MAP
Nor ro scACE
NORTH CAROLINA s ~°~~~R9~
SITE
1431 FALCON ROAD
FORBUSH TOWNSHIP, YADKIN COUNTY
EAST BEND, NORTH CAROLINA 27018
SHEET INDEX
EROSION CONTROL LEGEND
OPOSED C.1.0 - COVER AND VICINITY MAP
DEVELOPER XI TIN PROPOSED C.2.0 - EXISTING CONDITIONS
C.3.0 - OVERALL SITE PLAN
YADKIN COUNTY BOARD OF EDUCATION STREAM~~REEK
C.3.1 - SCHOOL SITE PLAN
121 WASHINGTON STREET PROPERTY~~NE C.3.2 - FIELD SITE PLAN
' 15 C.3.3 - SITE PLAN DETAILS
YADKINVILLE, NORTH CAROLINA 27055 'S MAC°~ °°"T°~RS ,5 MINOR ^^YTOURS 14 - ~4 C.5.0 - SCHOOL. STORM
[phone] / [phone] (FAX) ,SEE ~,NE C.5.1 - FIELD STORM
CENTERLINE OF ROAD _ C.5.2 - STORM DETAILS
C.5.3 - STORM DETAILS
EDGE 0~ ASPHALT C.5.4 - NORM DETAILS
- C.5.5 - STORM DETAILS
CIVIL ENGINEER ST°H" P'PES PERMANENT DIVERSION ~D~- f~D~-
CAVANAUGH & ASSOCIATES, P.A. SEO~MENT FENCE sF - SF
TDy---
530 NORTH TRADE STREET, SUITE 302 ~MPOR"RY °"'ERS'°"
WINSTON SALEM, NORTH CAROLINA 27101 `~M~T °~ST~RBA"°E - - - -
[phone] / [phone] (FAX) ~oNSTR~~T~oN ENTRANCE ROCK CHECK DAM ~
PIPE INLET PROTECTION
OUTLET STRUCTURE i
SURVEYOR SLOPE DRAIN INLET PROTETION
¦
HOLLAR & ASSOCIATES, P.A. °~RB'"`ET i Y"R°'"`ET
b--b
104 NORTH JACKON STREET, P.O. BOX 656 INLET PROTECTION ~
YADKINVILLE, NORTH CAROLINA 27055 \\„1111111111,,,,
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[phone] / [phone] (FAX) °e... s,~-., o.,
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ARCHITECT %,,!°°F~GINti~~`° ~ ~ °aoeosoan ~
Ir11111i111111U1111\\
PINNACLE ARCHITECTURE, PA.
1020 CREWS ROAD, SUITE O
MATTHEWS, NORTH CAROLINA 28106
[phone] / [phone] (FAX)
BEFORE YOU DIG ! .~nli~tinn~ thrnrJn~h intPlnrity ~nnl nartnPr.~hin
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CALL 1-800-632-4949
N.C. ONE-CALL CENTER
IT'S THE LAW ! DATE: April 21, 2008 SHEET C.1.0 PROD. NO.: 011.07.015
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I ~ ~ ~ R LEGEND ~ s NOTE: ~ UMO~i IPF IRON PIPE FOUND ~ ~
_ I ~ , cn ~ sR IPS IRON PIFE ~r y ~ DIGITALLY BY HOLLAR & ASSOCIATES, P.A. n D 1$g9 IRF IRON Rao FouNO A N TOPOGRAPHIC SURVEY WA5 PROVIDED BY vi A
~ ~ _ ~ ~ ~ z IRF IRaN Roo sEr ~ ~ HOLLAR & ASSOCIATES, P.A. VIA PINNACLE p ~
~ ~ , I ~ ~ ~ RRS RAILROAD SPIKE ~ ~ ARCHITECTURE. CAVANAUGH & ASSOCIATES, z QI ~ O - P-K iaASONRr NAIL m ~ P.A. TAKES NO RESPONSIBILITY OR LIABILITY W
~ ~ , ; o ~ uP unurr Po~E ° = FOR SAID SURVEY. IT IS CAVANAUGH'S ~ ® ~
~ ~ ; ~ I ~ ~ ; o ~ sR ~soo R/W PocHT oR war ~ UNDERSTANDING THAT EXISTING TOPOGRAPHY ° ~ ~ o Z m a aRC LENCm ~ ~ AS PROVIDED WAS OBTAINED FROM AND J
I SITE - AERIAL SURVEY. ANY DISCREPANCY OBSERVED ¢ ~ I m FROM ACTUAL ON-SITE CONDITIONS SHOULD " ~ ~
~ 's
1 ~ ~ _ , ~ ~ i ~ ~ X605 - BE COMMUNICATED TO THE ENGINEER ~ ~ - fMMEDIATELY. > o
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i _ A ~ ~ ~ ~ ~ N ~ Related projects; ~ U
" - ~ _ f - , _ A 2670-97
, ~ ~ _ ~ j ! ~ ~ 2702-97 z ~ 3014-99 0
~ , , , : 0539-88 (T~ ~ Z N VICINITY MAP NOT TO SCALE 0083-a5 P~++~~11 ~
~ , ~ ' i ~ _ J o ~
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: db 98, P9. 629 j % , ~~elby M~ttheNts ~S.hore ~ J ~ ~0
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' - CONTROL PQlN'% see db ~ 77, P9i J~-4~_ d/2"IRON RQD
i ti , i
y I~~ S 12570 E r°J~F: Yadkin County 24y75' ti U ®u
Board of Education P~;"~~rAr"t~rA~° .
i _ cavrROL Po~Nr, ~ ~ ~ ~ . 1/2 IRON ROD ~ ,FROM. CON7ROL~ PU1NL o~
' THIS SURVEY S AN EXCEPTION TO THE DEFINITION OF A ~ n
db 98, `627 , sAn!iTARr P SUBDIVISION (PARCELS GREATER THAN 10 ACRES). TVTAL AREA ~ W G. S. 47-30 (f) (11) (d). 4.615 AC.± [Tl ~ O
~ ~ s~ WPB , 5~ 15'~5'3~„E 6Q 0,3, A H M OLE
1 M R o ~ , SPHP~ j S ,16'30'4"E 64.50' l ~ ,
P a ~ ~ ~ / ' ~ ~ ~ 1 Gir~r~ ~ iat~,~P-~ti5 _ ~ ~ ~.~5 / ~p,~ i , UNDERKMY SUP RVISIONRFROM ANTACTUALLSURVEY MADEMUNDER ~~1l~lAl~1/i~~ MY SUPERVISION; THAT THE THE RAT10 OF PRECISION AS o . • . • ~~/n' i, M W
~ ~ ~2~ S 18'3529"E ~0l16 / E ~ ~ CALCULATED IS 1HAT THIS PLAT WAS PREPARED IN / V ACCORDANCE WITH G.S. 47-30 AS AMENDED. WITNESS ~ O~•`~`~S 501.'°9 h r 1 u
~ ~ ; ~ ~ 2 / 1 , db 9~, P9: Ga~r1 ~ ~ ,pip 5 / ~ I ` ~ ~ ~z~'' 1'3s"~ 'so.96' THIS RIGINAOLAYI OFNRE, REGISADA~OONONUMBER AND SEAL = ~.Q~a ~9~°, ~ W v h„I
c,, ~b 98 6a1 ~9 ~ ~ i%„`r r P9' ~ / / 1 ~ ~ , ~ / ~ ~ S .22~4~ 28' E 57.5`5` , ~ SEAL - _ * ~
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~nna~Gt~att~xev~s % " ~ ~ 31°16'38"E I x.42 N - - - . ~~ib HBO, p ~ 3. ~
,'~6Dd NA' ,r ~ ~ ~ ~ ' F(r~t ~T~`aet ~ , I ? ~ ~ 21.41'49"~ +37.09' ' `~,0~' BMf le'a' ~5~' Y!}F ~ ~ ~ . ~ ~ ~ ~ ~ 2:5'4' 1 ®l~.c`~r' W a a State of North Carolina & Associates, PA 1=
County of Yadkin SURVEYORS S
Anna Matthews I~ ~ ~ ~ ~'I ~ / ;~i _ - .i ~ ~ ~ ~ ~8 " ~ ~ - GO~1F~o~ ! BEARING DISTANCE w i~. _ ~ , ~ ~ i r ~ / I DISTANCE 106.92' I, 104 NORTH JACKSON STREET
First Tract, ~ ~ ~ I , ~ : ~~1$ , I ~ ~ ; i ~ S 73'42 03 W 106.92 ~ ' ~ } ; . i , _ ~ ~ ' ; ~ , ~ ~ ~ A _ L9 S 04'12'13"W 96.48' db 93, P9. 042 r ~ ~ ,'2~1, ~ ~ ~ >L~ , ~ . Review Officer of Yadkin County, certify that the 0 96.48' map or plat to which this certification is offlxed P.Q. BOX 656 ~
' ' . ' ~ - ~ , ~ ' I P ,o L10 S 26'0754"E 74.50' 74.50' meets all statutory requirements for recording. ~r~HI~~i NC 27055 ~
'~aP~`;~' ~/2 JRS 'i ,)~~i;1~~ ~ ~ 0'g, Go o~y5 , ' ~ i F ; 336-679-8033 °w
~ ~ i !R~ - , (FAX) 336-679-6604 0
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~ , ~ - c7. _ / ,D~S~RIBEb l,N BK' 480 AT PG. 3) - , ~ , , ~,Y'a 9 a ~ ~ 0=. ~ O w ~ o ~i a
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~ „ ' ; . ~ i, . Ud. E. M~tthew5 , ~ •-I ~ ~ m O t`ti U
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W. E. Matth~~;ti;s ~ ~ i ~ ~ WY ~ ~ a ~ U a
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~ ~ ~ _ ' I ' 6%2" IRS'. ' ~ ~ prai}~jr~ V ~ ~ _ _ , , see db 433, pg. 613 ~ ' ' t 1 - 'uP'~ ` . _ ~ 1 ~ ~ - ~ ~ Jesse W. Carter ti
i , , , _ _ z . ~ ~ db 269, 835
~ j ~ ~,'~lt, ~ ~ _ ~ ~ , - J 1~' - ~ ~ . , ~ . 1 ~ W ~ O° ~ O
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- - - _ _ ,uP ~ q ~ ~ ,S 213a-~4'W 14 J9T NOTES: v y ~ ~ Z
UP ~ b,-" - , ~ ~ r~ . _ ~ J~I~ GPs J.5' w/y OF A MARh~D 14 SWEElGUM 1- ALL AREAS SHOWN INCLUDE AREA(S) WITHIN RIGHTS-OF-WAY. x w W w - -
_ _ ',.-~.,m ~y ~ _ ~ ~ J , rn o a 2-- 3- - ~ 0
~ ~i 39`z4"w 55.as' ~ ' ~ ~ \ -Ln~_ - ~ z3 ~ d
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~C70RSE ~€A~1~3".. ~ DESTANCE _ , , ,r, , 30.84'.. ~ = X~ V N /
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'~3. N -,:-~.4~~"~~ ~ 54.01'" ~ ' ~ s _ ~ ~ PROJECT; 3136.1-OOC ~ Q ~ Z
~i,5; ~ ;6~ 426 ~ ' 9114 50'~! ~ ~ = _``~'y,~-;._ 200 0 200 400 600 °
. . DRAWING NO.: 3136P1.DWG ~ ~ ~
- ~ ~ ~ _ - - GRAPHIC SCALE: 1 "=200' ~ U
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i I TOPOGRAPHIC AND GEOMETRIC DATA FROM SURVEY BY HOL
& ASSOCIATES, P.A., 104 NORTH JACKSON STREET, _ 9 ~ E
r ~ 336 679-8033. i, ~ - YADKINVILLE, NC 27055. ( ) r. / f i `Q SEAL ~ ° i'°~,'`, 246 5, ~ °r
~ J '1 , ~ ~--'i THIS SITE IS LOCATED IN ZONE X AND ADJACENT TO ZONE A + - t~ ~
(THE 100 YEAR FLOOD WAY} PER F.LR.M. COMMUNITY PANEL ~ ' ` ~ ~ I ~ z
370400 0125 B EFFECTIVE DATE MAY 15, 1991. ~ ' ~ ~ , _ i d ~ ~ EXISTING PAVED - " ~ ~ ' i ~ ~ ~ U- i ~ ~ 1 1 1 ~ ~ ' FORBUSH HIGH ~ PARKING LOT - ~ ~ i
THE PROPERTY IS LOCATED IN THE YADKIN RIVER BASIN. ~ -c ~
SITE DATA ' 1 i ~ ~ ~ a ~ ~ ~ ~ o m
i i ; '1 " ' ~ 7 7 ~ 5 1.
~ - 1. PROPERTY OWNER/DEVELOPER ~ R OF EDUCATION ~ ~ ~ + i ' ~ YADKIN COUNTY BOA D i , ~ ' ~ ~ ~ o \ ~ Q o ,
1 i , , . PO BOX 146 , 'G~- 1 ~ ~ - ~ ~ / ~ Quo
VI NORTH CAROLINA 27055 1 E'~. ~ ' ~ ~ ~ r _ ~ - ~ YADKIN LLE ~ / /,i ~ ~ ~ , , ~;q ~ ~ - ~ ~ ~ 1 ~ ~ 0. a o~ ~ 1~ ~ ~~h .
x ~ ` 1 ~k~ CONTACT: c;~tv' + ~ n . ; ~ ~ ~ .i i _ i L ~ ~ ~ ~ ro~ 1 ' ~ V uM
1 1 i i + i-- ~ 1 ~ J 0~
2. ENGINEER 1 ~ 1 ~ i. ~ CAVANAUGH & ASSOCIATES, - .r~ - !1,~= ? ~ ~ \ 1, r w 1 • ` W ~ a~~
305 W. 4TH ST., SUITE 1A ~ ! i/ ~ } ~ 1 \ ~ ~ _ ~ ~ ~ 60' S MEOW ~ ~ ~ k
WINSTON-SALEM, NC 27101 , h , o ~ ~ /1 ~ ~ i Y ~ \ _ i vi,•~ 1 1 CONTACT: JOHN AKERS, P.E. 336-759 9601 ; ~i, , iF, 1 c ~ ~ a m ~ ,
' a, , 1 ` CPS ~ 0 a y U,
3. ADDRESS " 1 1 y- . ~ , 1431 FALCON ROAD
~ - ? FORBUSH TOWNSHIP, YADKIN COUNTY ~,a, / ,i ~ - ~ ZONE: RA : ' - ? \ 1 T ~ e
EAST BEND, NORTH CAROLINA 27018 , ~ ` ~ ~ USE: AGRICULTURAL ~a v ~y CK ~ ~ DOUBLE WHITE 4° F4" A
r - - ~ ~ / P s 4. TAX MAP DATA - i.-- - EXISTING PAVED " sue- / SEA ~ CENTER LINE STRIP STRIP ~ ~ y1 ~ l~
' t' PARKING LOT ~ ~ plt~0 `U`- - - U1~ NCPIN # 584700039957 & 584700033713 ~ % \ g' 6 - - EXISTING PAVED
_ 1 / _ " I i , " DO NOT ENTER PARKING LOT EXISTING PAVED ~ ~ o~ PARKING LOT \~O` ` ~
; 5. ZONING DISTRICT: RA ~ / SIGN i . ice.., -'n s = 1~w P • ~ ~
~ ~ ~ i.~.~ pR _ USE: MIDDLE SCHOOL ` -y",_ - ~ ~ ~ i ~ _ _ ~G" - " 6. PROPOSED " , , i ~-1 ~ , _ ' ~15~ ' W p ~ ~ ~ ~
? - r i', ~ ~ ~ E ~ s . PROPOSED ` ~ ~
7. LOT SIZE = 40.62 ACRES = -:~~,ll~,i , , ~,A~~j~ ~ _ _ ! ~ PROPOSED r . ~ Vet \ ~ ~ i ASPHALT ,c Y~ 1 ~ ~ 1i- ( DRIVEWAY ASPHALT moo. ~ o~`\ \ ~•i~ p DRIVEWAY ~ ~ ~
i ~ ~ STOP ~ I $ ) (EP-EP) ~ ~ ~ ~ W ~
ZONING DATA + 'i SIGN ~l- ~ PROPOSED a2 \ a,
A - ~ ~ii'~ ~S~ \ PROPOSE REQUIRED ACTU L s ~ + , ~ ~ 1 24' ASPf ~ 24' ASPHALT ~ \ ~ N
LOT SIZE: 30 000 SF 40.62 AC. ? ~ , ~ LOT WIDTH 75 FT. 774 FT. i~1.1 DRIVEWAY ~F - ~ A ~ ~ t ~ ~ 0
LOT DEPTH 110 FT. 1288 FT. \ ~ 1 F
YARD SETBACKS \ ~ p ~ 40 FT. 463 FT / ~ - FRONT ~ ~ 9 :
SIDE 15 FT, 170 FT 199 FT. \ aim < ` ; / ~ ~ <ti
REAR 25 FT. 463 FT. ~ ~ ~ ~ t~ \ ~ Q N ~
MAX. BUILDING HEIGHT 50 FT. 35 FT. \ ~~~~Z PROP S D ~ I\ ~ ~ / ~ PROPOSED 36' ~ M ~ ~ ~ EXISTING #2 \ \ ~ ~ ASPHALT DRIVEWAY ~
r ~ ASPHALT v Gtr v 1 ~ ` FUTURE PARKING L T \ 9 ` ` I WELL ~ ~
~i i ~ f \ r SOCCER FIELD , ~ ; ~ \ \ ~ 0 ~ , I ~ TURN ARROWS
~ \ , i - r o ~
` ~ PROPOSED ~ EXISTING ~
\ CONCRETE ZONE: RA ~ \ ; #1 WELL ~ z ~ 0
- SIDEWALK USE: AGRICULTURAL ` ' - TYP. 1 ~ ,
~1 ~ PROPOSED ( ) ACCESS1BILiTY NDT~S r i'- SCHOOL i ~ ~ ~
r
1. ALL BUILDING EXITS SHALL HAVE A MINIMUM 5 x 5' i/ BID ALTERNATE 1 ~ , ~ SEE ARCHITECTURAL ' V ~ V
LEVEL LANDING PAD AT THE SAME ELEVATION AS THE t t,-~ ~ ~ ` ,1 ~ ~ PLANS ,i ~
BUILDING FINISHED FLOOR. ~ W} ~ ~ STOP SIGN F~ w
PROPOSED H/C CCESSIBLE 2. THE MAXIMUM SLOPE ACROSS ANY A ACCESSIBLE 4' WHITE STRIPE ~
PARKING SPACE AND AISLE SHALL BE 2% IN ANY I ASPHALT U
DIRECTION. WALKWAYS r
v 4" MINI SKIP WHITE ~ ~ / " / ~ STRIPE ~ M
SI LE ROUTE ~ 3. THE MAXIMUM SLOPE OF ANY ACCES B p 1 ~ a ~ Z ox
SHALL BE 5% WITH A MAXIMUM CROSS SLOPE OF 2%. m ~ \ \ i ~ i - PROPOSED 10'
THE MINIMUM WIDTH OF ANY ROUTE SHALL BE 5. ALL y I - ~ ; ' ASPHALT FIRE DEPT.
ACCESSIBLE ROUTES SHALL TERMINATE AT AN _ ~ _ / ACCESS ~ p STOP j`; i ~ \ ~ R~0$ED ~ - ~ ~ ACCESSIBLE PARKING SPACE OR A PUBLIC WAY. r m N ~ (EP-EP) \ ~ ASPHALT - SIGN z
l ~ PARKS ~.OT i PROPOSED 24' ~ O
- 1 ~ ! ~ - 4. SEE DETAILS C.3.3 FOR DIMENSION OF ACCESSIBLE ~ ~ ~ ~ ASPHALT DRIVEWAY W a
~ ~ ~ SIDEWALK RAMPS, PARKING SPACES, AND REQUIRED - v ~ ~ +V '~.i~ ' ~
- 2 i ~ ~ i ~ . ~ SIGNS. ~ I i" ~ . DOUBLE YELLOW 4"
~ ~ ~ ~ ~ ~ - ~A m ' ~ / ~ 1 ~ a i ~ A ~ ~ CENTER LINE STRIP ~
~ V ` ~i U w
f` ~V i i A \ ~i ~ Z
~ \ ~ PROPOSED r ~ / = ~ ~ \ \ ! ~ CONCRETE LOADING ~ LEGEND dNG Q
~ ~ ~ ZONE DUMPSTER ~ ~ w
~ / ~ FU R \ _ PAD ~ 2 LEGEND; , TU E ~ \ ~ - , : ~ o ~ a~ EXISTING PROPOSED ~ 0 O
FOOTBALL FIELD A\, \ AND TRACK \ 4
~ ~ 1 ~ i . ` w Z
HEAVY DUTY ASPHALT ~ t~ , r Y ~ ~ ~ 1~. ~ ~ Ay 1' STREAM/CREEK ~ ~
\ ~ ~ i R i , ~ FUTU E ,tip' V y 1''~ ~ A TENNIS COURTS % J O O ~ PROPERTY LINE z \ w N N
LIGHT DUTY ASPHALT ZONE: RA ~ \ / ~ V ~ ~ ' i / A / V ~ d-
USE: AGRICULTURAL ~ ~ ~ ~ ~ ;~;f~ e fir, ~ l .I ~ MAJOR CONTOURS 15 ~ O O
~ ~ ~ ~ ~ ~ s~,-" ~ ~ i ~ - MINOR CONTOURS 14 ~ m
i ~ ~ c~ + ti ~ ~ 2
TREE LINE ~ w ~ m z
-~r1Jafi~ dill-s~F ~ ~irT ~1 r \ ~ _ 01 TR. 1 i ~ J PL;~ r ~K_ 7, P~. 235 ~ / ~ d z m o ~ - CENTERLINE OF ROAD - w W N z Y w
1 ~ - r:R 4:~:;. P~ 613 1 ~ \ h ~ I
\ ~ A SIiE NQTES ~ ~ ~ ~ - EDGE OF ASPHALT ~ ~ ~ p ~ d
Y LAR & ~ 1. BENCHMARK DATA TO BE PROVIDED B HOL ~ % \ a
ASSOCIATES, PA. STORM PIPES ~ ~ 0
\ \ ~ i ~ . U PERMANENT DIVERSION PD> ~ Z
2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS r ~ ' ~ / ; OTHERWISE NOTED. ,
r ~ , f ~ JL-SSE Nl. CANTER SEDIMENT FENCE SF Nl. CANTER
S E ARCHITECTURAL DRAWINGS FOR BID ALTERNATE j Df3 269, PG. 835 3 E ~ ~ 69, PG. 835 ~ TEMPORARY DIVERSION 1D> a z
ITEMS. ~ / ~ ~ \ o =
FUTURE \ ~ ~ SOFTBALL FIELD % LIMIT OF DISTURBANCE ~ ~ ~
4, LANDSCAPE PLAN BY OTHERS. ~ FUTURE CONSTRUCTION ENTRANCE N (n z
~V ~ i ~ A ALL FIELD r ~ ~ ~ 8 SEB z
T R TSIDE ~ . 5, FUTURE ATHLETIC FIELDS STRUC URE A E OU ~ ,r,~ ROCK CHECK DAM ® ~ W
THE SLOPE OF THIS PROJECT CONTRACTOR TO GRADE, I ~ \ , :,l INSTALL STORM DRAINAGE AND SEED ONLY. / i 1~~ I O PIPE INLET PRDTECIICN o
~ ~ " f~ 1 < r I ~
J, KINGS SHALL BE PER NCDOT ~ % ~ 6. ALL PAVEMENT MAR \ OUTLET STRUCTURE `~s+ ~ 0 w
i ( ~ ii STANDARDS. ~j m - SLDPE DRAIN INLET PROTETION ~ ~
r ,~,i i 4 ~ 2
7, ALL TRAFFIC SIGNS SHALL BE PER THE MANUAL OF ~ ~ ~ CATCH BASIN/ YARD INLET ~ Z
UNIFORM TRAFFIC CONTROL DEVICES. A Wig i.LAM ~ M!~"fTHEWS r ~ ` NED~FlI!vGcR OF GAP 416, ~ zd` Q
~ PG. 3`a~ CURB INLET ~ ~
S0, ~ ~r ~ ~ ~ 0~ INLET PROTEC110N ~
FORBUSH FFER w
_ RE EK 1p0 Y~, x ~ Q W ~ ~ ~
PARKING DATA R F~oDO _ Way ho ~ ~ w
P OF Bq REQUIRED ACTUAL NK)
.A..__.. _ ~ _ _ o ZW J
1 SPACE PER EACH CLASSR00 5 - 1 SPACE FOR EACH OFFICE 18 m
1 SPACE FOR EACH EMPLOYEE 10
rnrnl R9 139 ~ ~ 25' BIM n,.,_ . / ` ~ ~ ~ _ ~ ~ Q
1 SPACE FOR EACH BUS 7 7 _ FLACK - SCALE: 1100' W u) cf/ Lu1
H/C SPACES 6 6 100' 0 100' \ly T Q < >
LOADING SPACES 2 2 BEFORE YOU DIG ! cn W W O
CALL 1-800-632-4949 SCALE OF MAP MAY BE REDUCED 3:
DUE TO METHODS OF REPRODUCTION. N.C. ONE-CALL CENTER O
IT'S THE LAW ! C. 3. T
H S

~ 10'X70' SIGHT .HT CURVE TABLE LINE TABLE
' TRIANGLES / CURVE LENGTH RADIUS DELTA BEARING DISTANCE ,``~~~"~~„~u~~~u~'''n LINE BEARING DISTANCE ~~o,~~'(1~ CA~'~~~~,,~~
s C1 43.40 162.00 15°20'58" S30°07'42"E 43.27 L1 S56°58'25"W 220.27 p
C2 58.12 37.00 90'00'00" N67°2T14'W 52.33 L2 S51°43'16"W 80.34 ~.~~FESS~p~9~9
~ / / % ~ END CURB C3 42.41 27.00 90°00'00" 522°32'46"W 38.18 L3 555'55'18"W 95.82 ~ Q ( Vi o JRB C4 20.11 112.00 10°1711" S2T35'49"E 20.08 L4 S54'00'01"W 96.25 - E SEAL Yii
89 / rrccs cxrD xoxrx (xnn ) AND GUTTER ON UTTER C5 36.77 162.00 13°00'18" N6D'30'10"E 36.69 L5 S54°00'01"W 129.00 ~ 2464 ~ ~ o
/ ~ ' SEE DETAIL ~ ~ 11 /C.3.3 :TAIL ' N'` ,3 L6 567°00'19"W 91.36 5 ° F U`
i / L7 N37°48'11 "W 107.13 v~~' ,e•° G,~ ~•q, Z
/ X LB N22°27'14"W 333.09 •.oAK~.F,~ 1 ~ ~C ~ ~ L9 S6T32'46°W 12.00 ~''''~nunnmi ~ ro e
; / ~ L10 S67'32'46"W 44.00 ~ ~ ~ c
/ ~ ~ A L11 S67°32'46"W 41.00 ~ Q ~ ~
MENSIONS ~ ~ ~ N 4 '0 , SEE PLANS FOR DI 1 5'-0 / / ~ `F~' ~~'p~ L12 S22'27'14"E 310.38 ~ F,~~ L13 S22°2714"E 83.85 ro
3'-6" 5 -0 1' ~J- J- L14 532'44'25"E 117.17 ~ ~
/ i ' ~ Ci ~ ~ tiF „ FT. ~W Ci ~ tiF ~ a ~
1 /4 /FT. 1 4 / / 12:1 ~ t ~'~n
5. • 1 GRADE s ~ ~ ~ V ~M
2 / ~ ~ ~ / ~ ` J ~ ~ ` O ~Z~
CUT SECTION FILL SECTION R i f. / _ \ SEE PLAN FOR F/C TO F/C DIMENSION ~ c ~ r 0
~ ~ - ~ TYPICAL STREET SECTION i ~ / \ ~ morn
~ ~ r , 6" ~ ma°'
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~1 / J~~o`~ 2.5 ~
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p~ / ! ~ ~ ~ SCALE: NOT TO SCALE FP~G / \ " ~ 0 NoTES: TYPICAL CROSS SECTION ~
P~ ~ ~ ~ ' ~ / V~ ME~~ ~ ~ l ` 1. SEE PAVEMENT DETAILS FOR PAVEMENT THICKNESSES. ~ ~ ~D
/ ; RSS~ ~ ~ lP
R'~'~ / ~ ~ / ~ R~ I NSION . ~ ` 2 SEE CURB DETAIL FOR CURB D ME S ~ w
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~ UILOING: ~ ~ b ~ gip. ~ R B O N N~ °a Z
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/ ~ ~ _ _ _ - ~ SEE DETAIL THIS SHEET SHEET } ~ H
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EXISl1NG ' U ~v ~
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SITE NOTES ~ ~~a. ~o
0 BE PROVIDED BY HOLLAR & 1. BENCHMARK DATA T i ~ PROPOSED VAN ACCESSIBLE
ASSOCIATES, PA, ~ ; H C SIGNS SEE SHEET 8 C.3.3 / / ~ ,1 / c w ~z
6g 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS ~6 .i ~ ~ 1~ ~ ~ ~ ~
OTHERWISE NOTED. ~ ~ ~ ~
1~ ~ / ~
/ ~ 10 1 ' a TURAL DRAWINGS FOR BID ALTERNATE ~I ~ ~ ~ / / 3. SEE ARCHITEC ti 15 BUILDING i ~ ' g 0; o.
1~ , R49.0 R25.0 ~ \ /r ITEMS, ~ , SETBACK ~ ~ ~ ~ ~
,.i R5.0' _ 0
RS. 'st ~ / 4. LANDSCAPE PLAN BY OTHE i
~ i o o / STRUCTURE ARE OUTSIDE + 6 ~ / A ~ i' ~ ~ ~ ~
5. FUTURE ATHLETIC FIELDS i, 9~ THE SLOPE OF THIS PROJECT CONTRACTOR TO GRADE, i;` + ~ - \ H j//~ 1 O `4
' tV ' ~ 'ti ~ END CURB ~ ~ / INSTALL STORM DRAINAGE AND SEED ONLY. t ~ AND GUTTER
~ ~ 1, / PROPOSED \ 'o. , ~ _ o ~ ~ a
8. ALL PAVEMENT MARKINGS SHALL BE PER NCDOT ~ ROADWAY SEE / ~ , ~ ,,~1~ r ~
TAIL THIS SHEET ~ ~ o ; ~0 / STANDARDS. ~ DE ~ ~ 28~
~ ~ ~ I. x3~ / PROPOSED 6' ~ ~ ~ / ~ ~ ~
- ~ ~ ~ / 7. ALL TRAFFIC SIGNS SHALL BE PER THE MANUAL OF ~ / I \ ~ q. H C PASSENGER ~ ~ CONCRETE ~ SIDEWALK ~ ~ ~ ~ _
FIC CONTROL DEVICES. / / ~ UNIFORM TRAF ~ , ~ ~ LOADING ZONE SEE i/ \ ~ C3 / ~ ~ SEE DETAIL ` CURB OPENING, - ~ ~ ~
~ ~ ~ DETAIL 12/C.3.4 1 j 1 /C.3.3 51DEWALK TO BE FUTURE w ~ FLUSH WITH TENNIS COURTS : ~ ~
1 / SEE ARCHITECTURAL PLANS / PAVEMENT ~ ' i 1 x' LL
~ ~ DRAWINGS FOR PORTICO
1 ' ~ DIMENSIONS & DETAILS 1 ~ ~ w
EXISl1NG GUARD ~ ~ ~ N ~ ~ ~ ~ ~ o 0
1 ~ RAIL \ ~ LEGEND; , .
~ k ~ w N N
~ ~ ~ PROPOSED 6' / o i 15 CONCRETE LOADING AREA , ~ ' ~ ~ AND DUMPSTER PAD ~ 0 0
HEAVY DUTY ASPHALT 1Y ~ \ SIDEWALK SEE ~ ~ DETAIL 1 C.3.3 (2 LOADING SPACES) `
~ ~ ~ ~ a SEE DETAILS 4/C.3.3 ~
1~ ~ LIGHT DUTY ASPHALT 2 END CURB SEE ARCHITECTURE ° ~ ~ R7A' _ m 26 AND GUTTER DETAILS FOR DUMPSTER ' ~ }
1 , ~ ~ H/C PARKIN ~ 1 H/C PARKING AND 2 ~ ENCLOSURE. % o ~ ~ ~ m z
ACCESS RAI t 1 ~ ACCESS RAMP ~ . " ~ ~ ~ w o p m °w STRIPING SEE i ~ ~ R3.0 --~i ~ ~ ~ ~ ~ ~ ~
CONCRETE ~ STRIPING SE 1 DETAIL 7/C. DETAIL 7/C.3.3 ~ ~ o~~ ~ ~-r~~ ~ PROPOSED STRIPED ~ 0 ~ w ~a z
1 ~ ~l i 1 ~ ~ ISLAND (TYP) ~ a - ~ o ~ a
~ t 1 1
',.i ~ ` , / ~ ~ 1 ~ 1, 1 ~a ~
1 ~ / ~ ~ ~ ~ / PROPOSED ~r 1 1.~~ o \ ~ ~ p
~ `e1 ~ % s' coNCRETE ~ / SCHOOL t~ 1 ~ ~ o. ~ ~ ~
~~I ~ ~ SIDEWALK ~ ~ / ~ 't ~ / r X50 ~ ~ ~ ~ a
>s'~ t ~~~1 V ~ (BID ALTERNATE) ~ ~ ~ ~ _ ~1 ; ~ \ 1 ~ ~ / ~ '
~ ~ ~ ~ ~ ~ / H/C RAMP _ ~ € ` ~ ~ ~ / SEE DETAIL ~ 1 k o U ~ gip. >
~ ~A x~J~ ~ ~J
~ \ ~~1 \ ~ ~ / SEE ~ ~ . 1 + ~ 1 ~ i ~ / ARCHITECTURAL ~ ~ " ~ ~ ~ END CONCRETE z
1 ~ ~ t,l ~i / BID ALTERNATE PLANS ~ ~ ~ SIDEWALK BEGIN 4 p ~ ASPHALT WALKWAY a
~ ~ ~ ; ~ SEE ARCHITECTURAL ~ PLANS ~ a ~ o
~ ~ ~ ~ s TYP ~ 1 ~ ~ ~ 1 / ~ H/C SIGN ( )
~ 1 ~ SEE DETAIL @,' ~ ~ p L. w ' N
~ ~ ?r; ~ ~ / ~ ~ 8/C.3.3 1 '1 ~ ~ / / 'i
1. ALL BUILDING EXITS SHALL HAVE A MINIMUM 5' x 5' ~ , ~ / ~ v 1, ~~9 0
LEVEL LANDING PAD AT THE SAME ELEVATION AS THE ~1 / ~ o , , TIE TO / ~ i ~ C PROPOSED 4' CONCRETE Z
BUILDING FINISHED FLOOR. ~ EXISTING CURES, / ~ ~ ~1 , 1 NEW GUARD RAIL N R / ~ 24:Q 40' ~ ' SIDEWALK (TYP) ¢ D Z
1 A D GUTTE ~ ~ ~ . ~ END SECTION ~ ~ CURB OPENING, SEE DETAIL 1/C.3.3 o z Q SIDEWALK TO BE ~ rL z Q
2. THE MAXIMUM SLOPE ACROSS ANY ACCESSIBLE t ~ ~ @. ~ ~ ~ o FLUSH WITH ' G'y ~
PARKING SPACE AND AISLE SHALL BE 2% IN ANY 1~ ~ . ~ h ~ DIRECTION. 1 ~ ~~.C PAVEMENT'~~~~ ~ w
~ 'l~ 1 , ~ ;g ~ 30.0'\ 1
' , r 3. THE MAXIMUM SLOPE OF ANY ACCESSIBLE ROUTE 1 i ~ 9US PARKING BID ALTERNATE 1 ~ ~ W ATE 1 Q ~ 0
SHALL BE 5q WITH A MAXIMUM CROSS SLOPE OF 2~. ~ / 125.4 ~ 1 SEE ARCHITECTURAL ~ T \ 3g _
M WIDTH OF ANY ROUTE SHALL BE 5'. ALL ~y ~ J ~ PLANS THE MINIMU ~ ` i ~ ~ / ~
ACCESSIBLE ROUTES SHALL TERMINATE AT AN / ~ p / a
ACCESSIBLE PARKING SPACE OR A PUBLIC WAY. I ` 18 ~ / ~ Rsoo, ~P ~ ~ m J
i C + ~W 52.9 w \ \ ` _ c ,l ~ tea;.: i W w O
4, SEE DETAILS C.3,3 FOR DIMENSION OF ACCESSIBLE Cold 0
SIDEWALK RAMPS, PARKING SPACES, AND REQUIRED SCALE: 1" = 50 W U U _
1 / CURB OPENING, PA SIGNS. ti (EP-EP) HEAVY DUTY VEMI REMOVE EXISTING SIDEWALK TO BE,GUARD RAIL TO FLUSH WITH ' ASPHALT FIRE TRUCK ACCESS dY DUTY PAVEMENT 50 0 50 m Q Q U
TRUCK ACCESS N
NEW SECTION PAVEMENT SEE DETAIL 5/C.3.3 AIL 5/C.3.3 BEFORE YOU DIG 1 z W W
3 SCALE OF MAP MAY BE REDUCED CALL 1-800-632-4949 ~
4' ASPHALT H/C DUE TO METHODS OF REPRODUCTION. N.C. ONE-CALL CENTER
PATH SEE IT'S THE LAW 1
DETAIL 9/C.3.3 S

SITE NOTES wuuruururrr ~1 ~Rr
1. BENCHMARK DATA TO BE PROVIDED BY HOLLAR &
ASSOCIATES, PA.
' ` ` NGL"S GRID NGRTH (N6D 89J a Q~ S~A~ 9~ e ~I' Q
2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS \ u n U
OTHERWISE NOTED. ? 4 24 ° c
3. SEE ARCHITECTURAL DRAWINGS FOR BID ALTERNATE ~FH ~ae N 'r2, ? ~ ~ ~ ~ r. ~ ~ Z o ~~i v oa ~e~
ITEMS.
4. LANDSCAPE PLAN BY OTHERS. ~ ~ro ~ c>
Q y U C
5. FUTURE ATHLETIC FIELDS STRUCTURE ARE OUTSIDE ' ~
THE SLOPE OF THIS PROJECT CONTRACTOR TO GRADE, ? ` a~ A
INSTALL STORM DRAINAGE AND SEED ONLY. 15' ~ ~ a BUILDING ? \ pROp i ~ ~ ~ n
6. ALL PAVEMENT MARKINGS SHALL BE PER NCDOT SETBACK LINE ~ FR , ~ ~ m ~
STANDARDS. (/N i ~ o ~ yr
F , o y~•, ' i ~ Q~~
7. ALL TRAFFIC SIGNS SHALL BE PER THE MANUAL OF
UNIFORM TRAFFIC CONTROL DEVICES, ? ~ 0 Byrn
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i ~
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- ~ ' \ / ~ I ~ W ~ ~ I I x
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ASPHALT WALKWAYS ' f: " f ~ ~ ~ ' ~ I ~ \ 1 I Z ~ ~ \ o r~
SEE DETAIL 9/C.3.3 PROPOSED H/C ACCESSIBLE ~ \ ~ \ ASPHALT WALKWAYS ~ A ~ ~
SEEE DETAIL 9/C.3.3 ~ / , r N
~ ! 1 ~ , \ ~ 0~ I~
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~ V ~ FUTURE ,I ~ ~ ~ ~ i ~ 0 m
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~ ~ FUTURE ~ ~ / \ ~ ti ~ ~ ~ ~ ~ ~ m hw Q ~ [e] ~ F~ t ~ ~ ~ i i U o 0~ Y w
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IT'S THE LAW I
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1" SF 9.5A SURFACE SSI O`/~/~~~'
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2" BINDER 119.08 GENERAL NOTES: 12'-0" a SEAL
6" AGGREGATE BASE COURSE ABC 1. CONTRACTION JOINTS SHALL BE SPACED AT 10 FOOT INTERVALS, E) T INTERVALS, EXCEPT THAT _ _ _ _ _ _ _ T U 4 Y E °e
( ) A 15 FOOT SPACING MAY BE USED WHEN A MACHINE IS USED OR WHE IS USED OR WHEN SATISFACTORY ~ ~ T T T ~ ~ ~ ~ T T -I e ~ ' w•0
EXPANSION JOINT ` ~ SUPPORT FOR THE FACE FORM CAN BE OBTAINED WITHOUT THE USE ~ ' j'~ AT 10 FOOT INTERVALS. JOINT SPACING MAY BE ALTERED BY THE ENG 10UT THE USE OF TEMPLATES ~ ~ ~ _ ~ ~ ~ _ ~ ~ ~ °°FN ~ E~~^ ~ Z o tED BY THE ENGINEER TO ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ Q I~rn
SAWN OR TOOLED ~ ~ ` " CONTRACTION JOINT _ ~ ~ , { i } ~ _ ~ PREVENT UNCONTROLLED CRACKING. TOOLED EDGES ' ~ ~ ~ ~ ~ ~ ' rrrauw ~ ro
.tea ~ L ~~i ~ ~ (i ! r" ~ „ . r , , , 1 ~f ) 2, CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATE SE OF TEMPLATES OR FOR ~ ~ - ~ ~ - ~ ~ ~ ~ ~ ~ ~ ~ ro
r,~~I , I ~ _Y 1 /4" ~ f 1 2 , ,1~, ~ r ~ l~rl~~`~~~~~rC~ ~ BY OTHER APPROVED METHODS. WHERE SUCH JOINTS ARE NOT FORME ARE NOT FORMED BY TEMPLATES, ~ I ~ ~ I ~ I I~ ~ D c U
d < - < d ~ ~ y S }i z n rCh ~ - ° q e A MINIMUM DEPTH OF 1 1/2" SHALL BE OBTAINED. ~-~-t~-fi~-~fi-~-t-~-fib ro
d I a ~ ~ ° ~ . i III II, I I ~ A - _ . II, ._~I I ~ i'I _I I -i INT A R. )INTSEALER. L-I-LJ-L_I-L~--1-I-LJ
° ' ~ ' I ~ ' I 'I i I ~ i I.=--~-- COMPACTED SUBGRADE UPPER 8 3, ALL CONTRACTION JOINTS SHALL BE FILLED WITH JO SE ~ I_~ I I I I Q ~ o _S, AND ADJACENT ~ ~ ~ ~ ~ ~ ~ ~ I 24'-0" Q~ 4~ u~'i
~ , I - ~ I I~ I i II MINIMUM OF 95% STANDARD PROCTOR 4, EXPANSION JOINTS SHALL BE AT 90 FOOT INTERVALS, AND ADJACE R MOULDED BITUMOUS _ ~ TO ALL RIGID OBJECTS. I~-I-TT-Trt-TT-TT-I-TT ~
LATERAL II~ - III III II: ~~r- SECTION P E - _ i~. FILL MAXIMUM 8" LIFTS AS REQUIRED 5. JOINTS SHALL MATCH LOCATIONS WITH JOINT IN ABUTTING SIDEWALI UTTING SIDEWALK. G- -I- - ~ --G - -I - ~ ~ m M
, , ~ ~ ~ MAXIMUM DRY DENSITY \ ~ 6, CONCRETE SHALL BE 3000 PSI. " _ _ ~s
~ 4" CONCRETE m ~ ~ ~ ~ ~ ~ ~ / 1 /8 R JOINT SEALER ~ ~ ~ ~ ~ ~ ~ ~ I ~ Q Q~ SURFACE OF 4. ~I T T T ~ ~ T I T T ~
PLAN ~ ~ / SEE LAWN GUTTER ~"B, - ~ - - - -f - o
2~ MAX. 4 a' a ° a' , "
1 -6 6" ~D~ ~ ~D a ~ ~d~ L UMro
COMPACTED SUBGRADE MATERIALS SHALL MEET THE REQUIRED SECTIONS OF THE NCDOT 1" STANDARD SPECIFICAl10N FOR ROADS AND STRUCTURES. 1/2" JOINT FILLER L°D I L .J _ L ~ _ L 1 L J
TYPICAL CROSS SECTION
1"R 4 a TRANSVERSE EXPANSION JOINT ~ Q # 2 BARS ,
LIGHT DUTY PAVEMENT SECTION a. „ ~ 12" IN CURB AND GUTTER a" o.c. soTH WAYS PLAN z a ~ co
12 SIDEWALK _ _ _ ~a 12 0 0
~ 6 1 /4" 2 # 2 BARS 8" O.C. BOTH WAYS ASPHALT PAVEMENT SECT10N z ~ ~ a ~ 8"-3,000 PSI CONCRETE ~ W ~ i
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2'-0" SECTION ARCHITECTURAL PLANS o ~ U
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2" BINDER 119.06 6" AGGREGATE BASE COURSE ABC N R T CURB 8c GUTTER
c) CO C EE TER TRASH DUMPSTER PAD ENCL05URE DETAIL ~ ~ W
8" AGGREGATE BASE COURSE (ABC) ' • ~ ' ' , d~ Od d ~ A .Q d ~ f. d Y
3 DETAIL 4 ~ N ~ ~
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_ - I t ' ' ' I ~ =t-- COMPACTED SUBGRADE UPPER 8 h _i ~ ' ~ ; _ , I , ~ I I _ ' ~ I , , --i ~ i III- ~ I , --I ' ' i I I-t I I--I 1I- ~ ox
~ ~ MINIMUM OF 95% STANDARD PROCTOR I~I ~ , ~ , _ _ ~ ~ , . ~:i i ' .._I _ ~ ~I' FILL -MAXIMUM 8" LIFTS AS REQUIRED
L ~ -e I -i I i-, : , I I i_ I - . ~ I `;A ~ ~ MAXIMUM DRY DENSITY - „ _ , P~ ~ ~
FILL MAXIMUM B LIFTS AS REQUIRED i , ~ % : / DRY DENSITY MAXIMUM ~ ~
~ S~~~Q ~?~~~0 00 0 o\J W Z
2" ASPHALT P a W
4' MATERIALS SHALL MEET THE REQUIRED SECTIONS OF THE NCDOT LAWN 9 A v
STANDARD SPECIFICATION FOR ROADS AND STRUCTURES. 2% MAX, ~c~' ~ ~ w N
MATERIALS SHALL MEET THE REQUIRED SECTIONS OF THE NCDOT STANDARD SPECIFICATION FOR ROADS AND STRUCTURES. 4 "AGGREGATE BASE COURT 1TE BASE COURSE (ABC) o~cUR 4' ~ J'~0~ ~ ~ ~ w
1/2" " 9 k Q ~
COMPACTED SUBGRADE UPPER 8 ER 8" 4 = 0 PROCTOR ~
CONCRETE PAVEMENT SECTION MINIMUM OF 95% STANDARD PROCTOR TYPICAL CROSS SECTION 4'-0" - 12'-0" 0
HEAVY DUTY PAVEMENT SECTION TOP OF z
6 A 4'-p" 4'-p" 4'_0" CURB ~ H ~
5 SCALE: NOT TO SCALE C.3.3 BACK OF WALK ~ ^
HANDICAP ACCESSIBLE ASPHALT WALKWAY SCALE: NOT TO SCALE C.3.3 z W a ~
•A' I R•,
9 DEPRESSED GUTTER LINE 3
SCALE: NOT TO SCALE C.3.3 CURB ~ 0
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HANDICAP RAMP AND DEPRESSED CURB W
- - - - - 2'-2"/1'-0"/.080 STANDARD ALUM. VAN ACCESSIB E SSIBLE SIGN ~ m QUIRED ~ O a w ~
HANDICAP PARKING SIGN WITH IDENTIFICATION WHERE REQUIRED SYMBOL. BOLT TO STL. TUBE WITH 3/8" DETAIL ~ ~ ~ } m z
CURB LINE CADMIUM PLATED NUTS, BOLTS, & WASHERS. Z O O m W V SCALE: NOT TO SCALE C.3.3 ~ ~ ~ ~ w o
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NOTE: THE DETAILS SHOWN HERE ARE w Z z
2" FOR MINIMUM DESIGN ONLY.
COORDINATE W/ STATE & LOCAL CODE, THE STRICTEST SHALL GOVERN
CONSTRUCTION. CURB TRANSITION SIGN SHALL COMPLY WITH 18.1.4 AND 18.2.2 z ~
NOTE: SIGN SHOULD BE LOCATED DETAIL 11 LOADING ZONE IDENTIFICATION SIGN
1' BEHIND WALK IN LINE WITH ~ ~ ..I SCALE: NOT TO SCALE C.3.3 ~
8' 8' OR 5' 8' CENTERLINE OF HANDICAP DETAIL 12 ~w
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STRUCTURE RIM INV. IN INV. IN INV. OUT
NCCS CRlD NORTH (NAD 83J i ` N0. ELEV. ELEV. ELEV. ELEV. STRUCTURE RIM INV. IN IN~• IN INV. OUT
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~ CHECKED BY T OFFICE 1 8 7, 1 0 2 0 -SUITE O, C R E W S R O 530 North Trade Street, Suite 302, Winston-Sa~ y P O to 302, Winston-Salem, NC 27101 1005 www.cavanaughsolutions.com
1 0 6- 0 1 8 7 336/759-9001 fax: [phone] www.cavanac PROJECT NUMBER 0742 MATTHEWS, NORTH CAROLINA 28

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ISSUE DATE 09/21/07 PINNACLE ARCHITECTURE, P. A.
REVISION(S) 04/21 /08 CAVAN VANAUGH
' ' DRAWN BY Solutions through integrrty and partnershi, y and partnership
CHECKED BY Cavanaugh & Associafes, P.A.
POST OFFICE 1 8 7, 1 0 2 0 -SUITE O, C R E W S ROAD 530 North Trade Streef., Suite 302, Winston-Safer PROJECT NUMBER 0742 336/759-9001 fax: [phone] wwwccavanaugf 302, Winston-Salem, NC 27101 75 www.cavanaucghsolutions.com
MATTHEWS, NORTH CAROLINA 28.106-0187

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ISSUE DATE os/2~/o7 PINI~TACLE ARCHITECTURE P. A.
c REVISION(S) 04/21 /Q$
9 DRAWN BY IANAUGH
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POST OFFICE 1 8 7, 1 0 2 0- S U I T E O C R E W Cavanaugh & Associates, P.A.
PROJECT N MBER 0 ~ S R O A D 530 North Trade Street Suite 302 Wrnsf - u 742 MATTHEWS NORTH CAR ~ onsaiem,r A. I N A 2 8 1 0 6- O 1 .3361759-9001 fax: [phone] www.cavanaughso 87 Winston-Salem, NC 27101 www.cavanaughsolutions.com