20070503 Ver 1_Site Plan_20070426

1351;. Martin St., Suite 101
Raleigh, North Carolina 27601
919.821,OSll5 z 919.821.0720 F
A, ~ I www.cherryhufEman.com
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- 91'9:832.5587 T
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I I I I I 919,88.1.9939 T
~ SECTIQN TN~U C~NT~L G~-RRIDO flQDF4N6. CONSULTANT
Stafford Cansulti~g Engineers
130 Edinburgh South Dr.
Cary, N.C. 27511
919-461-8125
4 1 2 15 $ 11 7
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, ' I FooDesign t~ss:ociates
I i I I ~ ~ ~ 5828 Oak Drive
i ( Charlotte, NC 28227
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PHASE:
SE~TI~N THRU RLII AND MULTI-PURPOSE ~r~E PzANSUB~ITTAL
A302 118"=1'•U DATE:
03.08.07
DRAWN BY:
CHECKEt1 BY:
REVISIONS
no. revision date
BUILDING SECTIONS A302

- CWERRY WUFFMAN ARCHITECTS PA
F F~ A C D 135 E. Martin St., Suite 101
B"x 1$ GA.STEEL STUD Raleigh, North Carolina 27.601
I 1 I I BRACES Q EACH JOIST TO i 914.821.4805 z 919.821,0720 ~
TOP OF CHORD i I I I www.cherryhuffman.com
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IBEYOND ! STANDING SEAM METAL ROOF ~ ~ CORRIDOR ~ ~ McNeely Associates
SEtF CONTAINED 2ND GRADE I I 3RD GRADE I I I I I 3RD GRADE CORRIDOR ~ 3RD GRADE ~ • ALUMINUMCLADYVINDOW$ 5501 McNeely Drive
I I I I PAINTEDCMU =may I i PAINTED. CMU I • ~-PAINTEDGW6-~,~ I Raleigh, NC 27b12
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I ~ i 1015 Wade Avenue
I I I I I I I ~ LAY-INACOUST(CALCEILING i Raleigh, NC 27605
I I I I I 919.832'.5587 z
' 1ST GRADE. CORRIDOR TOItE1' CORRIDOR SELF CONTAINED. I I KiNDERGAR i I I I I ' KINDERGARTEN I KINDERGARTEN I CORRIDOR ALUMINUM CLAD WINDOWS
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4 SE~TI~N THRU 2 STORY V11II~G Cary, N.C. 27511 1 919-461-8125
k301 11$" - Q"
FOOD SEBVIC.E.
FooDesgn Associates
5828 Oak Drive
E D C C B A Charlotte, NC 28227
704.545.6151
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I ~ I I I I I i I I I I I 03.08.07
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I I I I I i I I I i
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1 I I I I IZEVISIdNS
no. revision date
3 SECTION THRU ~~I~TR~L ~4R~1
A301 118" =1'-0"
BUILDING SECTIONS A301
.P

CHERRY HUFFMAN ARCHITECTS PA
135 E. Martin St., Suite 101
Raleigh, North Carolina 27601
919.821.0805 T 919.821.0720 F
www.cherryhuffman.com
SEALS
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AUBURN FOR CLARITY Gtr 919.782.9677 T
STRUCTURAL
Lasater, Hopkins, Chang
1 SOUTH PARTIAL ELEVATION 1015 Wade Avenue
Raleigh, NC 27605
A202 1116" =1'-0" 919.832.5587 z
PLUMB MECH, ELEC & CIVIL
Dewberry & Davis
2301 Rexwoods Drive
Raleigh, NC 27607-3366
919.881.9939 T
' 1 2 4 9 13 17 19 20 22 ZB 29 32 35 ~ ~ ~ 41 ROOFING CONSULTANT
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Cary, N.C. 27511
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R SUNSHADE DEVICES Charlotte, NC 28227
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3 NORTH PARTIAL ELEVATION
A202 1116" =1'-0"
ELEVATIONS A202

I I I I I I I I I
CHERRY HUFFMAN ARCHITECTS PA
135 E. Martin St., Suite 101
Raleigh, North Carolina 27601
919.821.0805 T 919.821.0720 F
www.cherryhuffman.com
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LANDSCAPE
McNeely Associates
5501 McNeely Drive
Raleigh, NC 27612
919.782.9677 T
STRUCTURAL
Lasater, Hopkins, Chang
1015 Wade Avenue
Raleigh, NC 27605
919.832.5587 T
PLUMB MECH, ELEC & CIVIL
Dewberry & Davis
2301 Rexwoods Drive
Raleigh, NC 27607-3366
919.881.9939 T
ROOFING CONSULTANT
Stafford Consulting Engineers
130 Edinburgh South Dr.
Cary, N.C. 27511
919-461-8125
FOOD SERVICE
FooDesign Associates
5828 Oak Drive
Charlotte, NC 28227
704.545.6151
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t I EIFS I I � DIMENSIONS IN THIS AREM I I I I
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POW, I ST4NDING OEAM METAL ROOF I I T T I I I i i DATE:
10'-5 1 LIGHT GREY � � � r T �
03.08.07
T-3" 10'-0" 10'-0' 10'-0"
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aREVISIONS
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— — _ no revision date
—_—
CONCRE EXTERIOR STAIR 12 X 8 LOUVER CURTAINWALL SYSTEM EIFS - EIGE 4" U ITY ICK - UBURN ALUMINUM CLAD NDOWS D �� PAIN S OP J T- — — — — — — — — — — — — — — — — — — —
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ALUMINUM LOWERS PAINTED STEEL GATE PAINTED STEEL HANDRAIL
4'-8' X 14'
r-3 WEST ELEVATION
A201 j 1116" =1'-0" ELEVATIONS 01

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135 E. Martin St., Suite 1.01
Raleigh, North Carolina 27601
919.821.0805 z 919.821.0720 F
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- _ - - - - - --I----- - i I I - - ' - - ~ - - Z i.asater, $opkins, Chang
I _ - --1- T- - ~ - I I I z---- - - ~ I I I I - I I I i I I I IOIS Wade Avenue
I I I I 1I- ! ~ EiEC. I I I I R Raleigh, NC 27605 R
MECH. I 1002 ~ I ~ I I I N I 1004 I I I ~ i ~ , 9~19:832.55~89 z N
I ~ I ~ I I I
I I I I I I I I n 4~~ I I I I I PLJIMR MECH., ELEC & CIYJL
I I I I I - a - Dewberry & Davis
° I - - I I I I 1----- ~ , 2301 Rexwoods Drive
- ' ' I I a---- - - NEtws I- I i I I I Raleigh,. NG 27607-3366
' I ~ I loos I I I I= II 1oo9A I I I 4 I 0 ~ I I ~ I 4 919:881.9939 z
- J' 1 ' I ~ I I I N II ~ I I ' ------------r- I N
r- ~ I' I , 4 I 'I I I I I III , II I i I I I , ROOFINCr CONSULTANT
I I' ~ i I ' I I ~ i I I _ ~ Stafford Gonsulrirtg Engineers
I Ili ' I ' I I I ' - d III i - ~ I II I-------------- 130 Edinburgh South Dr.
I _ -I--- -I i I I I - I , I I Cary, N.G. 27511
- ~ I I i I I o- , ~ ~ BDyS , I I I ! , - 919-4b1-8125
III TOR. ! I I I i I ~ 4 I ~ I'I 10,9 I I DNat~aREA ~ ~ N 4
III taosD I i ~ I ~ ~ i , ! ! I, I,I I FOOD SERYIC:E
III l I taaoa I I I I j ! I I I ,I I~ I I I I I
! flLV I STAFF I I I I a I 111 ! I I I I I I I I I I -I'-_ - ~ FooDesign Associates
4 I 10~ ICI 10080 ~ I -1------'----t-------- --0-- I III I i---~~ i------'------ I I I I I I Q 0 5828 Oak Drive
I ICI I I I ! I ~ ' I it ! I LUST. I I I I I I -----I I--~-- - y Cfiarlotte, NC 2$227
I I. i ~ I I ~ I ---J------'---------~------~----r--- I I 704.545.6151
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N I PTA OFFK~E 1 I I I I I I I I 1007A I I I ~ ~ PA~OJECT
I' 1014 I ~ UNISE% ~ ~ FOODPREP I I
-------------I------------11 r. I ~ ~ ~ I I I - - 100. 1005 ~ N E-22 Elementary School
- i I I I I I N > I 1ao5n I I I
I I I I ~ ~ I I I
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I ! I ! I I ~ ! - - I ~ I 1! ~ 'I ~ 7 I I Wake County
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I I - - N
------------3 - ------r - ! i, i ~ PROJECT NUMBERS
I II i I I .I
1 Oa .4" I I I 13'6" 11'4" 22 U ,
17~" I I I PHASE:
24'x' I I I 3'-4' ~ ~ I
I J n ~ c ~ ~ ~ SITi; Pi,A1V BI/BMIT`TAL
N M N N ~ . -0ATE:
N ~ 75.4
03.08.07
DRAWN BY:
CHECKED BY:
~'VfS1~NS
no. revision date
a
A101 1116" =1'-0"
I
COMPOSITE 1 ST FLR PLAN A101
j

tHERRY HUFFMAN ARCHITECTS rA
135 E. Martin St., Spite 10.1
Raleigh, North Carolina 27601
919.821:D805 z 919.821.0720 F
www:cherryhuffman:eom
.SEALS
334'-~' ,`~cy4ttt~ !!llrti:~ f~r~
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~~ia 1305A I 1303A I I I 1 ! 1405A 14058 I ~ I I I I I I '''~~~~IIigR9~EIGN d `,t```c`~~. i i . ~I I f1ff11B11illilnt~
' ~ ~ ( TART COMPUTER I _ ~ pp~( - KG KG KG I I I SELF CONTAINED SELF CONTAINED SELF CONTAINED I G~IfO { MULT4PURPOSE - I - - - - - I
1301 1401 I I 1309 1307 1305 1303 I 1403 INST.IOT. 1401 1+ I------ A.t. 1401 I 1409 ( 1411
STOR. I - I _ I ~ i4~~ 4 I I 1301A I I I I j j i Ij ~ ~ CONSULTANTS
I r`'S I , I II ~ ,o I' f
I II' i I I I ~I I , I ~ ~ II I I II I :LANDSCAPE
II' I I I ' I I , , I
rEacNSroRACE~ RESOURCE cu I ~ , ~ ~ - - R--tN- A.2 McNeely Associates j j TEACHERSTORAGE ' S1 ~j I 5541 McNeely Drive
....1313.. I .....1311 1300 I I I I I _ -
B - - - - - - - - - - - - - - ~ I--- Raleigh, NC 27612
Y ( I I I i I boRR. I I I I I I COaR I I - J I _ _ _ ~ ~ 919.782.9677 z I OORR. I I I I I
~I STAIR I i 1300 I I~ l I I I I ~I I I I I ~ I I I 1400 ~ ~ ~ ~ I I ~ I---- v I I I STxUCTURAC
I B.1 - - -1- - - 149oA ~ - uNisEK - - - - - - - - 6.1
,I ~ ~ I Lasater, Hopkins, Chang
I {QOM I I 11OUNGE 14000 CARTSjOR. ,1 1304 I 1402 r - ELfC. TEACNIN!ORI! I ~ ( N Q 1015 Wade. Avenue
NIX 1 I I I ~ 114006 ~ I I 0 _ _ _ ~I I I 1400D 146 60~ ~ GIRLS CARTSTOR. ~ ~ Raleigh, NC 27605 t4to- ~ 1412 r ^ 919.832.5587 z
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°Q KG KG KG ~ ~ STAOZ ~C I _ 13~ i. I I s3 I I I - - 131P 1310 ~ 1~0 ~ I 400 I I I I
C.1 I i I I I I I I R~LU~a~e ~a~~eer, ELEC a ctvit.
s~ ,1- , , ( ---r--- f I I I I I ( I Dewberry & Davis
i i i i D - - _ 230I Rexwoods Drive - - - ~ I - Raleigh, NC 27647-3366
i
a I i uNlsoc sroRA I~ ~ I I I 1308A 1306A' ~ I I ' I ~ 919.$81.9439 z
I I 1312A 1131OA I I I I ' I I 1ST GRADE 1ST GRADE 15TGRADE 1STGRAOE i I I 1STGRAOE 1STGRAOE ~ iSTGRAOE ~ IdECH
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I i I s I i i I I I I I , I I I I ~J { j I Stafford Consulting Engineers
I a-`---I--I - srA~ I f t sh _ I 130 Edinburgh South Dr.
I I I I 136'~4a I I I I ~ I I I I I I y Cary, N.E. 27511
i N I I I I I I I I I I I I ~ 919-4b~1-Si25
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I ~ ~ ~ ~ ~ ~ I i I I I I I I LOBBY FooDesign Associates
I i I ~ ~ ~ ~ I I I I ' ' I 1000 I I i I I i I I I I I I _ _ _I I 5828 Oak Drive - _ - T _ _ - _ - _
I I I _ I I I I C9 C9 -r------,-------------t---- - . I ~ ~ I Charlotte, NG 28227
4 I I I I I ~ I I I 744.545.6]51
' ~ I I I I I I I I I --------------------------i---------
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----r--------r--------~-------~_t---------t--------t--------t PROJECT

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1 _ _ _ _ _ SITE PLAN ~L~~N~
A14U 1f1fi =1'-0"
Wake County
Public School system
cs
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~
PROJECT MUNI@ERI
THASf~
SITE PLAN SUB~II'2'AL
DATE:
03.08.07
DRAWN BY:
CHECKED 8Y;
RE~fS~ONS
rro. revitfon date
COMPOSITE I ST FLR PLAN AIOO

90' STANDARD CLASS "B" HOOK (ALTERNATE
3/8" GALV, PLATE BETWEEN TRENCH PANELS
TENSION LAP (TYP,) HOOK DIRECTION)
° a° BEAM SPACI BEAM SPACINGS MAY BE ADJUSTED t2 INCHES 3/16 2 AT 8"
' w Z TO ACCOMO wg TO ACCOMODATE FOR TRENCH PANEL 3/16 2 AT 8"
~ ; . ~ ~ a STANDARD L a STANDARD LENGTHS 1/2" AIR GAP
ADD CORNER P AP EEN BOTTOM GROUT SOLID AROUND BEAM CHERRY HUFFMAMRCHITECTi&
o ROVIDE 1/2 G BETW BARS TO CLASS "B" OF TRENCH PANELS AND TOP OF AFTER INSTALLATION
MATCH SIZE ~ TENSION LAP CENTER CONCRETE WALL 135 E, Martin St„ Suite 101
ANO SPACING , ° 2'-6" WIDE WEIR BETWEEN a (TYPICAL) SEE PLAN FOR OVERALL LENGTH Ralelgh, North Carolina 27801 ° a ° CONCRETE 91e.ez1,oe65 919r821,07z0
OF HORIZ, STEEL BEAMS, CENTER WEIR " -0" EQUAL SPACES AT 4~-2" O.C, 5'-0" ~ ° a CENTER WALL www,eherryhu}1mon.eom a
REINFORCING, a (3) SOLID TRENCH BETWEEN BEAMS, WEIR 5 -0 ° PANELS DESIGNED FOR a
USE LARGER INVERT ELEVATION = 296,5' SIZE OF HS-10 LOADING AND ° , ° W6x9 (GALVANIZED) BEAR W6x9 ON Dewberry
SEE SEE SPAN INDICATED LAPPED p~N (2) SLOTTED TRENCH PANELS 6" a , 4 WALL BEYOND
REINF, WHERE PLAN (GRAY CAST IRON) I N F R HS-10 LOADING DES G ED 0 C 124 a a a. Dewberry & oBWa, Inc. a ° 1 /4 ~ OD~D~~E
VARIATIONS (GRAY CAST IRON) AND SIZED RMEIOH,NC9el2
IN SIZE ELEV, 297 F P T SAN FILTER=297 OR S AN INDICA ED, 1 /4 PHONE: sle.eer was PAU e,e.eer.aaee
OCCUR, (PROVIDE SLOTS WITH OPEN AREA I 9 I
I R PERCENTAGE BETWEEN 40%-55%, I X12 SCALE: NTS ~ 8 ~ o o 6„ 1 /2"x 6"x 8" PLATE WITH SEALS
1 4-7 4-7 11 I i I (4) 1 /2" DIA. x 4" LONG
° ELEV, 294 SANG FILTER=294 I a I ~ HEADED STUDS •eeunnee~
I a. . I (HOT-DIPPED GALVANIZED) ~''at~ C A R p
° 2 ya ~ 9 S
3" 8" 2'-6" WIDE. WEIR SIM, FI~
TRENCH PANEL °d a a 11'-8" BEYOND (TYPICAL), 5 FOR IEV~O 8 LY
PLAN F R ° 5 (SEE 0 CENTER WEIRS 124 ~ '0 f a
TYPE AND LOCATION CONT BENT 5 3 124 PLATE PER 124 BETWEEN STEEL $,9~y. Nsl,~~'~•
1 2" AIR GAP TRENCH PLATE C12 BEAMS (WEIR INVERT OPPOSITE ~iAF(q A K\~
/ SIMILAR MANUFACTURER ELEVATION = 296,5') HAND ' ehuena
RECOMMENDATIONS
296,5' 3 SAND FILTER SECTION ,~~~~``'"'caR''''%,
WALL BEYOND WEIR INVERT I
C12 SCALE: NTS Q~~~ ~ ~~y~', ~ i Q ~ r
a
FINAL ~~®ttZ~41~III~GS
° ~4 AT 12" O,C, 3 SOLID TRENCH O p (2) SLOTTED TRENCH ANELS FOf~REfnEW PUtiPO$E8 9NLY
PANELS DESIGNED FOR 6 3 DESIGNED FOR HS-10 LOADING
HS-10 LOADING AND 124 C12 AND SPAN INDICATED (GRAY CAST IRON) ''~%~N q Y10~,~`~
#5 DOWEL WITH SPAN INDICATED (GRAY ° STANDARD 90' HOOK PROVIDE SLOTS WITH OPEN AREA ''''rmilnlt~~~``
CAST IRON) PERCENTAGE BETWEEN 40%-55%, a AT 12 O,C,
ELEV, 29T 1/2" DIA, x 2~-6" LONG SMOOTH
3 8"x 2" PLATE :;:j W x9 iru~ DOWEL AT SAME SPACING AS
WELD TO TOP OF BEAM CONT, 6" PVC HORIZONTAL WALL REINFORCING,
R ° FLUSH WITH TRENCH WATERSTOP GREASE ONE END OF DOWEL AND WRAP WITH POLYETHLENE TAPE,
I 4'-7" 18 I 4'-7" ~ a ° FRAME EDGE ANGLE
ELEV, 294, ti.. ° i ° 4 Q a °a. ° °
•9 , ° a o m
„ 3" CLEAR 5 ° CONSULTANTS a a a , . a SEALS
~4 AT 12 O.C, 3" g" C124 11'-8" ° ° ° a a
° IANOSCAPE
SIMILAR McNeely Associotea
1 " 1 " TERMINATE ALL HORIZ, Ro ~iqh c NC 1278112
REINFORCEMENT AT 919.782.9897 JOINT OTHER THAN
SCALE: NTS C12 CONSTRUCTION JOINTS SHALL BE PLACED SMOOTH DOWELS STRUCTURAL
- GROUT SOLID AROUND AT 30'-0" O,C, MAXIMUM SPACING Lasater, Hopkins, thong
BEAM AFTER INSTALLATION v 1015 Wode Avenue Raleigh, NC 27805
U 918.832,5567
p~.
d' I a 1 2"x 4"x 6" PLATE WITH i 2 WALL CONSTRUCTION/CONTROL JOINT DETAIL PLUMB YECN, ELEC !CIVIL
/ ° " " (4) 1 /2 DIA, x 4 LONG 2301 Rexwood: Drive
C1 ° TRENCH PANEL W6x9 HEADED STUDS ° C12 SCALE; NTS Dewberry ek oovle Raleigh, NC 27807-3368
SEE PLAN FOR N HOT-DIPPED GALVANIZED ( (GALVA IZED) ( ) ° 918,881.8859
TYPE AND LOCATION) ROOFING CONSULTANT
" u u °
1 /2 x 6 x 8 PLATE WITH o W6x9 Staltord Consulting Engineers 7424 Chapel Hill Rd. Suite 102
1 " ~ „ a° (4) /2 D x 4 LONG (GALVANIZED) Ralelgh, N.C. 27807
„ HEADED STUDS (HOT-DIPPED 4 AT 12 O,C, ~5 DOWEL WITH # ~ " Phone. [phone]
STANDARD 90 HOOK GALVANIZED) 8 0 8" 150'-0" 8"
AT 12" O,C, d SAND CHAMBER
a PROJECT
°
I~QT~,~ ALL STEEL BEAMS SHALL BE ASTM A992, GRADE 50 STEEL .AND SHALL BE HOT-DIPPED GALVANIZED, E-22 Elementary School
n qO n e
d. 3" CLEAR 4 ° ao
SCALE; NTS C12
a ~ CLIENT
r
#4 AT 12" O,C.
I ~ Wake County 3 3 3 3 3 3
I Public School System
- - 8n
C12 SCALE: =NTS 000 0
C c12 0 0 0 O R
I~ 1000 O n /y`~
I~ C OOO O ~ O O O O VVV ~w
C O O O O W ~0 0 0 ~
- - - " ~ M * ~''y
Sand e Fllf r Desl n
9 4 2 -6 WIDE WEIR,
LDH Weir flow SEDIMENT CHAMBER WEIR INVERT C124 ELEVATION = 296.5'
PLI E AND Cover AR rates RE (TYPICAL BETWEEN
90' BEND .9 STEEL BEAMS) PROJECT NUMBER;
EN I N + K DIM H 12db 10031800
RETE CRITICAL INF. IN R PHASE;
, SECTION Overland ~ Tre ed solids F c = 4000 PSI Flow pP 1 SAND FILTER PLAN Permit $ubmitta~
180' HOOK
ASTM CLASS TOP + Waler level 161nches BAR Lp B BAR LDH ~ of sand (;12 SCALE, NTS DATE` 4-03-2007
SIZE LAP LAP 4 R db DRAWN eY;
4 12" 15" 20" 9-1 2" 2-1 2" MIN, Oulfallpipe / ( / )
STRUCTURAL NOTES ACH CHECKED BY;
LD Sedimenlalion chamber 5 15" 19" 24" 12" STANDARD " ~ (Heavy sediments, Filtration chamber 1, 1. UNLESS NOTED OTHERWISE, ALL CONCRETE WORK, DETAILING, FABRICATION, AND PLACING PAK
6 18" 23" 29" 14-1 2" CLASS B organics, debris) , / p Screen covered LA AND OF REINFORCING AND CONCRETE SHALL BE GOVERNED BY THE LATEST REVISIONS OF;
TOP BAR LAP with fflter fabric A, ACI 301, ACI 315, AND ACI 318,
B, CRSI RECOMMENDED PRACTICE OF PLACING REINFORCING BARS, REVISIONS
LD -STANDARD DEVELOPMENT C, ACI 306 AND ACI 305 FOR COLD AND HOT WEATHER CONCRETING RESPECTIVELY, no. rer~e~on date I CD,REVISION OJ.18.07
TOP BAR -DEFINED AS A BAR LENGTH OF BAR 2. ALL CONCRETE .SHALL BE NORMAL WEIGHT (N,W,) WITH A MAXIMUM UNIT WEIGHT OF 150 POUNDS 2 TOC COMMENTS 04.03.07
LOCATED SUCH THAT 12 IN, OR 2' F FR H N RET IS T LDH -STANDARD DEVELOPMENT MORE 0 ES CO C E CAS i rtir_ru nc unn~t PER CUBIC' FOOT AND SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4000 PSI, 3 owo 03.28.07
IN THE MEMBER BELOW THE SPLICE, " ' 4 TOC COMMENTS 04,09.07
F'c - SPECIFIED COMPRESSIVE 3, 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, AND SHALL BE GRADE 60 U.N.O. 5 NCDENR 04.11,07
MINIMUM OUTSIDE RADIUS OF BEND, STRENGTH OF CONCRETE R, SHALL BE 4db, _ 4, 4, ALL TRENCH PANELS SHALL BE GRAY CAST IRON AND DESIGNED FOR HS-10 LOADING
db BAR DIAMETER PER ASTM AND SPAN INDICATED.
5. 5. CONSTRUCTION/CONTROL JOINTS SHALL BE PROVIDED IN SAND FILTER WALLS AT 30'-0. O.C. SAND FILTER
MAXIMUM SPACING. SEE DETAIL 2/C124 FOR WALL CONSTRUCTION/CONTROL JOINT DETAIL.
DETAILS
C124

1 _ /
I ~ 1 I ~ r ,i 1 ~ i ~ ! ! \ 4 J1.e1 ~ \ \ ~ \ - \
I ~ /I ~ !
9. PLANTS SHALL NOT BE REMOVED FROM CONTAINERS UNTIL THEY ARE READY TO BE I { ~ INSERTED INTO THE PLANTING HOLE. ROOTS SHOULD BE INSPECTED TO ENSURE THAT j FdREBA ;SX + I ~ i I I ~ 1 ~ti \
R RAMPED ROOTS SHOULD BE CAREFULLY i~ TH15 SHEET OUTLINES THE PROCEDURE TO PLANT AND DEVELOP THE THEY ARE NOT POT BOUND. POT BOUND 0 C ~ i ~ ~ ~ I
SEPARATED AND SPREAD WHEN PLACING THE PLANT TO FACILITATE ROOT GROWTH ~ _ , ~ I ~ WETLAND PLANTING AREAS, THESE AREAS ARE IDENTIFIED AS THE WTHOUT FURTHER CONSTRICTION OF THE ROOT BALL, ~ ~ ~ ~ ~ ~
HERBACEOUS AND WOODY PLANTINGS ON THE GRADING PLAN. , , , I i i v < < j, ~
10. PLANTING HOLES SHALL BE BACKFILLED WITH TOPSOIL FOR PLANTING PLANTS ~ I i
FURNISHED BY THE CONTRACTOR. ~ i I 1~r~ 1 \ ~ CHERRY HUFFMAMRCHITECTt6~
TOPSOIL SHALL HAVE A PH RANGE OF 6.0 TO 7,0 PRIOR TO MIXING WITH ORGANIC ~ 1. T MPORARY SEEDING ~ ~ E ~ MATTER, If THE PH IS NOT WITHIN THE SPECIFIED RANGE, THE PH SHALL BE ! \ 4 VJ > ~ ~ , 135 E. Martin St, Suite 101
PP F ZONE B ~ ~ . THE STABILIZATION SEED MIX SHALL CONSIST OF A MINIMUM OF 15 SPECIES FROM CORRECTED AT THE CONTRACTORS EXPENSE OR AN ALTERNATIVE SU LY 0 TOPSOIL ~ ~ ~ ~ ~ Ralelgh, North Carolina 27801 ~ 919.821.0805 919F821.0720
TABLE 1, THE SEEDING SHALL BE PLACED IN TO 1,0 FT BELOW THE PERMANENT POOL, SHALL BE SELECTED. TOPSOIL SHALL BE SUBJECT TO INSPECTION BY THE ENGINEER + \ ~ ~ ~ www.eherryhuffmon.aom
I A TEMPORARY AT THE SOURCE OF SUPPLY AND IMMEDIATELY PRIOR TO USE IN PLANTING AND SHAD. i UNLESS THE AREA IS INUNDATED, IF THE WETLAND BENCH IS NUND TED, A PECIFIEO• 1
SEEDING I.S NOT REQUIRED AND PLANTING MAY COMMENCE AS DETAILED ON THIS BE MIXED WITH ORGANIC MATTER S S ~ ~ 'i 1 1 ~ SHEET.
11, PERMANENT SEEDING TABLE 4 SHALL BE APPLIED IN ZONE A AFTER PLUGS ' ' ( ) > ~ , ? ~ _ ; , ~ Dewberry
ANY GIVEN SPECES FROM THE LIST SHALL MAKE UP NO GREATER THAN 15 PERCENT AN P T D PLANTS ARE PLANTED, ' ~ N D 0 TE . ~ OF THE ENTIRE MIX, NO SPECIES OTHER THAN THOSE IN TABLE 1 WILL BE ~ \ ~k oewl~rry a oaYla,~ A~
ACCEPTED WITHOUT THE APPROVAL OF THE ENGINEER. ~ u u » ~ - ZONE A / 12, CONTRACTOR SHALL PROVIDE A MINIMUM OF 6 OF TOPSOIL IN ZONES A AND B . / U? • r,•; 81111E POD ` RAIEIGH,NC:9at2 ~ _
~ ~ ~ PHONE: B1Q8N.W38 ' ~ FA1k81B,Bet.e679
IF SEEDING TAKES PLACE DURING THE PERIOD OF AUGUST 16TH -MAY 16TH a r: ' , . ~ ~ 1:. . ~ .
A A N AREAS WILL BE SEEDED WITH THE STABILIZATION SEED MIX AS SPECIFIED 4. CONTRACTOR INSPECTION \ LL B SI - , I I, ~ ~ { ~ ~ SEALS I
IN TABLE 1 AT A RATE OF 15 POUNDS/ACRE, AND MIXED WITH OATS (AVENA / , . t I I rn ,W ~ ~
SATIVA TO BE APPLIED AT A RATE OF 22 POUNDS PER ACRE, FOR A TOTAL TRI UTION ANO PLANTING \ / ~ ~ • • 1, THE CONTRACTOR SHALL INSPECT AND VERIFY THE DIS B ~ , APPLICATION OF 37 POUNDS PER ACRE. TO ENSURE PLANTS ARE OF ACCEPTABLE QUALITY AND THAT THE PLANTING / • ~ • •••.•,•1 . ~ i I ~ \ sNa~aueNab
P I LE , . . SPECFICATIONS HAVE BEEN MET TO THE FULLEST EXTENT OSS B / , ~
RI OF MAY 17TH -AUGUST 15TH • • • • IF SEEDING TAKES PLACE DURING THE PE OD AND REPORT THE WRITTEN RESULTS TO THE OWNER, ; ...'.7. .j ;
a ALL BASIN AREAS WILL BE SEEDED WITH STABILIZATION SEED MIX (15 POUNDS PER 2, IN AUGUST OR SEPTEMBER THE CONTRACTOR SHALL CONDUCT A SITE • • • • • • 1 1
p R COMPOSITE REINF R EMENT • • 2 ACRE) AS SPECIFED IN TABLE 1, AND MIXED WITH GIANT FOXTAIL (SETARIA INSPECTION TO EVALUATE ESTABLISHMENT AND SURVIVAL RATES OF LANTED MATE IAL , • • • \ _ ~~i
MAGNA TO BE APPLIED AT A RATE OF 15 POUNDS PER ACRE FOR A TOTAL TO DOCUMENT REPLACEMENT NEEDS FOR INDIVIDUAL SPECES. TURF MATTING ~ ( ~ ) \ ~ i~- ~ ~ ~ F0~ R EV~?P~PVSE8 ~~ILY
APPLICATION OF 30 POUNDS PER ACRE. ANY OTHER SPECIES OF SETARIA WILL ~ 3. THE CONTRACTOR IS RESPONSIBLE FOR REPLACING NON-SURVIVING PLANTS DURING ,
NOT BE ACCEPTED WITHOUT APPROVAL OF THE ENGINEER. \ , THE CARE AND REPLACEMENT PERIOD (24 MONTHS, UNLESS OTHERWISE SPECIFIED IN y yv •.,~~F~q A K~S~~~'~
CONTRACT DOCUMENTS) OR UNTIL FINAL ACCEPTANCE, WHICHEVER IS THE SHORTEST. 1 I a ~ ~ \ ~aNNenuaa~
2. PERMANENT/UPLAND SEEDING HALL BE ESTABLISHED WITH 1 4, ANNUAL SURVIVAL RATES OF THE PLANTED STOCK S \
REPLACEMENT OF ANY PLANTS THAT DIE IN EXCESS OF 1596 OF THE ORIGINAL KEY STO -WALL 1 ~ ~ t
AFTER TABLE 2 PLANTING IS COMPLETED, PERMANENT SEEDING (TABLE 4) NUMBER OF PLANT STOCK, SHALL BE APPLIED IN DISTURBED UPLANDS IF EROSION CONTROL COVER IS NOT ~ t ~ \ ~ i
ROBUST 7096 COVER. THE PERMANENT SEED MIX FOR UPLAND AREAS SHALL ( ) 5, IF NATURALLY RECOLONIZED NATIVE SPECES OF EQUIVALENT WETLAND INDICATOR ~ ' , \
CONSIST OF A MINIMUM OF 6 SPECIES FROM TABLE 4 AT A RATE OF 15 LBS/ACRE. STATUS EQUAL OR EXCEED 6096 SURVIVAL, REPLACEMENT STOCK WILL ~ ERI ~ 1 ~ ~ \
ANY GIVEN SPECIES FROM THE LIST SHALL MAKE UP NO GREATER THAN 15 PERCENT NOT BE REQUIRED. OF THE ENTIRE MIX. NO SPECIES OTHER THAN THOSE IN TABLE 4 WILL BE OTE; PERMANENT POOL ELEVATION = 283.0 FT ! ' \ ~ \ ~
~ ~ ~ ACCEPTED WITHOUT THE APPROVAL OF THE ENGINEER, 6. THE CARE AND REPLACEMENT PERIOD WILL BEGIN ON THE DATE THAT AN 1
- INSPECTION BY THE OWNER CONFIRMS THAT THE PLANTS HAVE BEEN B~ BASIN A
INSTALLED IN ACCORDANq: 1MTH THE PLANS AND SPECIFICATIONS. 3. PLANTING
1 "=40'
BEFORE PLANTING COMMENCES, THE WATER LEVEL IN THE BASINS SHOULD BE LOW, AT NO MORE THAN AN INCH OF INUNDATION. IF NOT, SPECIFICATION #6 BELOW WILL APPLY,
4. MANAGEMENT AND MONITORING ~
MATERIAL
APPR VAL FR M TECHNIQUES FOR MANAGING VEGETATION OF THE ZONES MAY INCLUDE ONE OR MORE 1, PLANT MATERIAL MAY NOT BE SUBSTITUTED WITHOUT WRITTEN 0 0 OF THE FOLLOWING:
THE ENGINEER,
P AN TH TRACTOR 1. SPECES COMPETITION WILL AFFECT THE DISTRIBUTION OF SPECIES AND GROWTH PATTERNS NflLL VARY
2 IF GRADES DIFFER FROM THOSE DEPICTED ON THE L S, E CON ACCORDING TO THE PHYSICAL SETTING OF THE AREA. MANAGEMENT OF PLANT COMMUNITY SHALL NOTIFY THE ENgNEER PRIOR TO PLANTING. SUCCESSfON SHOULD BE BASED ON THE EVOLVED HYDROGEOMORPHOLOGY AND THE DESIGN DETAIL,
TABLE: NON-NATIVE, INVASIVE AND PROBLEM SPECIES
3. THE SUPPLIERS OF ALL SEEDS AND VEGETATION SHALL CERTIFY THAT THE 2, SURVIVABILITY OF THE PLANTING WILL BE INCREASED IF EACH INDIVIDUAL PLANTING IS IRRIGATED DURING ANY OF THE FIRST TWO
SOURCE OF THE SEEDS AND VEGETATION FROM WHERE THEY ORIGINATED IS FROM GROWING SEASONS IF THE DESIGNED HYDROLOGY IS NOT MET, USDA HARDINESS ZONE 7b, 1MTHIN THE SOUTHEASTERN U.S., EXCLUDING FLORIDA, All mitigation creation areo temporary and permanent seed mixes shall be devoid of any CONSULTANTS
3, SHOULD WILDLIFE NUISANCES RESULT IN PLANT DAMAGE, VEGETATION REPLACEMENT SHOULD BE USED IF THE WILDLIFE DAMAGE non-native, invasive, or problem species but not limited to the following: SEALS
4, SELECTED PLANTS SHALL BE CONSERVATION GRADE, FIRST CLASS IS DEEMED EXCESSIVE. REPRESENTATIVES OF THEIR NORMAL SPECIES, NURSERY GROWN ACCORDING TO
G000 HORTICULTURE PRACTICES ANO GROWN IN A CLIMATE SIMILAR TO THE 4. POST CARE -AND -REPLACEMENT PERIOD MONITORING SHALL BE CONDUCTED ACCORDING TO LOCAL PERMIT CONDITIONS, ~f~1~f~1~~ ~vt~.t~ro ~Affff v LANDSCAPE a7Wpl~lJ~aV l~A~ vVai•DA ~ MaNssly AseoCtotes
PROJECT AREA. PLANTS SHALL BE VIGOROUS, HEALTHY AND FREE ~ DISEASE, 3501 McNeely Drive
INSECTIVOROUS PESTS, DECAY, INJURIES ANO ALL FORMS OF OBJECTIONABLE DISFIGUREMENTS. TRUNKS ANO BRANCHES SHALL BE FREE OF CUTS AND lycena grandis ee ea owgrass Ralelgh, NC 27812
ABRASIONS, PLANTS SHALL CONFORM TO ALL ASPECTS OF THE CURRENT EDITION Leersia oryzoides Rice Cut Grass 919.7e2.9a~7
OF THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI 260.1) FOR ~lyceria canodensis Conada Manna rass STRUCTURAL ter novae-anglia ew ng an ter Laaoter, Hopklna, Chang
CONSERVATION GRADE PLANT MATERIAL, EXCEPT WHERE NOTED, TABLE 2. P A N T~ N G S C H E D U L E Eulhamr'a gramnifolia Grossleaf Idenrod 1015 Wade Avenue
5. ALL PLANT MATERIAL IN CONTAINERS SHALL HAVE FIBROUS R04TS THAT ARE Typho /afifolia Brood-Leoved Cattail Raleigh, NC 27605
FORMED THROUGHOUT THE POTTING MEDIUM SO THE SHAPE WILL REMAIN AND THE 919.832.55t)7 T ha an usfifolia Narrow-Leaved Cattail
MEDIUM WILL HOLD TOGETHER WHEN PLANTED (REFER TO AMERICAN STANDARD Phrogm/feS Ousfral/S PLUNK NECH, ELEC k CIYIL
FOR NURSERY STOCK), SWM POND SHELF Herbaceous Plants, Phr mites communis Giant Reed Grass Dewberry a Dada
8. THE FINAL LOCATION AND ORIENTATION OF ALL PLANT MATERIAL, AS WELL AS ~ MM N NAME MIN. STOCK PLANT CENTERS INDICATOR ZONE DISTRIBUTION L hrum salicaria Pu le Loosestrife 2301 Rexwooda Drive
THE LOCATION OF ALL PLANTING ZONES, WILL BE SUBJECT TO THE APPROVAL OF SCIENTIFIC NAME CO 0 STATUS THE ENGINEER, THE CONTRACTOR MAY BE RESPONSIBLE FOR REPLANTING AND Fesluco rubs Red Fescue si9 eei.99a9 7607-3366
RESEEDING ANY PLANT MATERIAL INSTALLED WITHOUT APPROVAL OF THE Alisma subcordatum Water Plantain plug 2' OBL A & B random within zone Other Fesfuca species
ENGINEER. Vernonia noveboracenstis New York Ironweed plug 2' FAC+ A only random within zone Cirsium orvense Canadian thistle RooFINa coNSULTANT
MAINTAIN ALL Nu har lutes Spotterdock plug 2' 08L B only random within zone 7, THE CONTRACTOR SHALL BE REQUIRED TO GUARANTEE AND P Cirsium vu/gare Bull thistle Staflord Conaulting Englneera
PLANT MATERIAL FOR TWENTY-FOUR (24) MONTHS (CARE AND REPLACEMENT PERIOD) OR Caret lurida Shallow Sedge plug 2' OBL A & B random within zone A//iorla et%a/at0 Garlic mustord 7424 Chopsl HNI Rd, Suite 102
UNTIL FINAL ACCEPTANq:, WHICHEVER IS THE SHORTEST. Scirvus cyperinus Wool Grass plug 2' OBL A & 8 random within zone Panicum s ecies other Phan those s ified Ralelgh, N.c. 27eo7 Phons: 919-852-1035
SPECIFICATIONS Saururus cernuus Lizard's Tail plug 2' OBL A only random within zone Bros ~s specres
Andropogon species other Phan th se specified
1. PLANT SPECES FROM TABLE 2 ARE TO BE PLANTED, BY HAND, WITHIN THE ZONES Juncos effusus Soft Rush plug 2' FACW+ A only random within zone AS SHOWN ON THE GRADING PLAN, SPECIES ARE TO BE MIXED TO PROVIDE A Ascle ias incarnata Swam Milkweed Lo/ium species
VARIETY OF PLANTS OVER THE BASIN AREAS WITHIN THE SPECIFIED ZONE. P P plug 2' OgL A only random within zone Phalan's orundinacea Reed Canary Grass PROJECT
Acorus calamus Sweetflag plug 2' OBL A only random within zone 6lecoma hederocea English ivy Poly ovum orifolium Halberd-Leaved Tearthumb E-22 Elementary School
2, PLANT NO MORE THAN 15 PERCENT OF ANY SINGLE PLANT SPECIES WITHIN EACH ZONE, Lobelia cardenalis Cardinal flower 1 quart pot 2' FACW+ A onl random within zone Polygonum sagiffatum Arrow-Leaved Tearthumb
Osmunda cinnomomea Cinnamon fern plug 2' FACW+ A onl random within zone Pol onum erfo/ialum Asiatic Tearthumb Mile-A-Minute
Lonicero 'a onica Ja anese hone suckle
3. NO PLANTING SHALL OCCUR WHEN THE SOIL IS FROZEN. HERBACEOUS VEGETATION 1'ttnicum virgatum Panicgrass plug Z' FAC+ A only random within zone SHOULD BE PLANTED IN THE EARLY SPRING (APRIL-JUNE) OR LATE FALL (OCTOBER-NOVEMBER). lu OBL A B ' hin n Perillo frufescens Beofsteak Plant CLIENT
VEGETATION PLANTED OUTSIDE THE DORMANT SEASON SHALL BE WATERED TO ENSURE Sagittartia latifolia Duck potato P 9 Z & random w+t zo e Sor um hall nse Johnson rass
SURVIVABILITY. Iris versicolor Blueflag plug 2' 08L A & 8 random within zone Murdannio kirsak Aneilimia
Sctirpus fluviattilis River bulrush plug 2' OBL A & 8 random within zone 4. ALL PLANTS SHALL BE PLANTED IN SUCH A MANNER AS TO ENSURE THEIR Microste ium uimieum Microste ium Wake County
SURVIVAL, THIS SHALL INCLUDE FILLING AROUND THE ROOTS TO APPROXIMATELY 75 ~ OF Sparganium americanum Eastern burreed plug 2' OBL A only random within zone Les edeza cuneata Chinese les ediza Public School System
THE HOLE, TAMPING, AND THOROUGHLY WATERING AFTER SETTLEMENT OF THE SOIL, Pontederw, cordata Pickerelweed plug 2~ OBL A & B random within zone THE REMAINDER OF THE HOLE CAN BE FlLLED, FERTILIZED AND REWATEREO, ALL Dioscorea batatas Chinese am
ASPECTS OF THIS PROCEDURE SHOULD OCCUR IN THE SAME DAY, ALL ASPECTS OF Elodea canadensis waterweed lu 2' B onl random within zone Arundo donox Giant Reed
THIS PROCEDURE SHOULD ALSO BE FOLLOWED FOR REPLACEMENT PLANTINGS, Akebia uinofo Five-leaf Akebia ~Q~BLI C~
Valltisneria americans Wild Celer lu 2 B only random within zone 5. THE CONTRACTOR MALL WATER ALL PLANTS, AS RECOMMENDED BY THE Zizanza. uatica lu 2' OBL A only random within zone Carex frufescens Asiatic sound sed e ?
CONTRACTOR AND APPROVED BY THE ENGINEER, DURING THE FIRST 24 MONTHS (CARE random within zone Centaurea maculoso S otted
AND REPLACEMENT PERIOD) OR UNTIL FINAL ACCEPTANCE, WHICHEVER IS SHORTEST, Coronilla varia Crown vetch
W
6. THE FOLLOWING MINIMUM QUANTITIES OF WATER SHALL BE USED TO WATER EAgi ~ A minimum of ten (10) of the scheduled species for each zone must be planted. PLANT UNLESS OTHERWISE DIRECTED BY THE ENGINEER; HERBACEOUS VEGETATION (IF Minimum of 5,000 herbaceous plants per acre,
WATERING IS REQUIRED) - 1 GALLON, ~b ~,y`4~ M*~
7. PLANT MATERIALS SHALL BE STORED IN SUgi A MANNER AS TO PREVENT DESICCATION OF THE ROOT SYSTEM, PLANTS SHALL BE PROTECTED AT ALL TIMES TABLE 1 : TEMPORARY SEED MIX FOR ZONES A AND B
FROM SUN AND DRYING WINDS, PLANTS THAT CANNOT BE PLANTED IMMEDIATELY
SHALL BE KEPT IN THE SHADE AND WELL WATERED. PLANTS NOT PLANTED ON THE ~'A] DAY OF ARRIVAL MUST BE PROVIDED WITH ADEQUATE IRRIGATION AND ON-SITE SC N~ C~~~N N+~ TABLE 4: PERMANENT UPLAND SEED MIX PROJECT NUMBER;
PROTECTION FROM THE ELEMENTS, DORMANT PLANT MATERIALS MUST BE KEPT IN
COLD STORAGE (38' - 42' F) AT 7596 HUMIDITY AND NOT REMOVED EARLIER THAN //1~~w vv ~~p 10031800
48 HOURS BEFORE PLANTING, Scir us atrovirens Green Bulrush Sc~rpus cypermus Woolgrass 17Va~C ~ WaiOA N~ ~11Af8~~ PHASE: Permit SuDmlttol
~ 8, PLANTS SHALL BE PREPARED FOR SHIPMENT IN A MANNER THAT WILL NOT CAUSE cirpus acu us ar - emme u rus E/ us uir inicus Vir inia R e FAC oATE:
~ DAMAGE TO BARK, BUDS, BRANCHES, OR OVERALL CONDITION, CONTAINER GROWN AND Elymus canodensis Wild ye FAC 4-03-2007
CONTAINERIZED PLANTS SHALL BE TRANSPORTED IN THE CONTAINERS IN WHICH THEY carpus microcarpus ma ee e u rus WERE GROWN OR PLACED. IN ADDITION, PLANTS SHALL NOT BE HANDLED BY THE clrpus pungens ommon ree- quare asmanf ium ofi o,um rver ats FACU
STEMS DURING TRANSPORT TO THE PLANTING SITE OR DURING PLANTING, Other Scirpus species E/ymus hystrix Hystrix patu/a Bottlebrush Grass UPL DRAWN eY:
M+mulus rmgens Monkey lower Dichanfhe/ium commufafum Variable Witchgrass FAC ACH
Corex vulpinoidea Fox Sedge Schizachyrium scoporium Little Bluestem FACU CHECKED eY:
Corex comosa Bearded Sed e Andropo on virginicus Broom-sed a FAC- PAK
Corex lurida Lurid Sedge Panicum Virgafum Switch rass FAC+
~ Penthorum sedoides Ditch Stone Crop Andro on erardii Bi bluestem FAC REVISIONS
Verbena hastata Blue Vervain no. revielon dote
N Rumex verticillatus Water Dock 1 CD: REVISION. 03.18.07
v sc ep~as incarna a womp + wee 2 TOC COMMENTS O4.OJ.07
~ mpatlens capensls potte ouc - e- of 3 OWO 03.28.07
Alisma plantago-aquatics Water Plantain 4 TOC COMMENTS 04.09.07 5 NCDENR 04.11.07
7i~nnin nnunli~n Wilri Rier+
~r~~r r .ryw
Helenium outumnale Common Sneezeweed N Aster pernonthoides Crooked Stem Aster CARY PROJECT NUMBER 07-SP-022 APPROVED
Monardo did ma Native Bee Balm TOWN OF CARY
A Rudbeckia hirto Black-eyed Susan
olida o conadensis Canada Goldenrod Approved By Date PLANTING PLAN Planning Date
EI mus vir micus Wild Rye Engineering Date
S C123
d

' MI
„ PROTECT WEIR WITH COMPOSITE 286 O CL OF TRAVEL LANE
GATE VALVE WHEEL 36 ~ CORRUGATED ALUMINUM REINFORCEMENT TURF MATTING - WEIR EMERGENCY WEIR 285.1 12" MIN,
FOR OPERATIONAL USE H RACK W TRAS / ~ 6 O EDGE OF PAVEMENT
ANTI-VORTEX DEVICE & A ~ TAPER aJNp UNE
T P GRATE OF ALUMINUM ,P~ 0 12,0' TIP. EXIS~NG ~
TOP OF RISER=284.5 1 BAR ~ 6" O.C, E/W 2 BOTTOM; 280. 30TTOM; 280.0
12" SOLID WHITE - CHERRY HUFFMAMRCHITECT~ THERMOPLASTIC
Q "SHARK'S TOOTH" 135 E. Martin St„ Suits 101
20'x5'x18" VAR, VAR. t4" Raleigh, North Carolina 27601
LANE LANE 918.821,0805 919F821,0720 www.charryhutfman,com
24"~ CORRUGATED ALUMINUM 6" STONE APRON VARIABLE SPEED
PIPE (CAP} RISER (HORIZONTAL)
DIRECTION Dewberry
~ LINE WEIR WITH COMPOSITE OF TRAVEL DOWb9fr)I $ D8v18, InD. x901 RExW00D80RNE
„ REINFORCEMENT TURF MATTING 8UI1E 800 RALEIGH, NCY1912
4 DIAMETER CORRUGATED DAM= 286 3" MAX. HEIGHT ~ °1e"''eBae r~x: e+e.eei.eES~
A UMINUM PIPE WEIR INVERT = 285,1 TOP OF DAM= 286 L
2" ORIFICE HOLE INV,=283,0 4 1(- SEALS
„ NEW BASIN SIDE
6 SCHEDULE 40 SLOPES STEEL PIPE, 1-FOOT TACK WELD DITCH AND BURY eNpeeep~ 12.0' ~ ~ A RD~e~
MINIMUM WITH 50' COMPOSITE REINFORCEMENT :NT sFcTION A=A ~,'~o~~o''~~; ~•~sy~•s~
FLANGE INV, 280,0 WEIR LENGTH TURF MATTING EDGE
1'-0" EMBED (MIN, 12" OF MATTING)
6" GATE VALVE 15" CMP DETAIL No, , ~ ~~Q~ •9~~
~ 0.5% STANDARD PAVEMENT UNDULATION ~ ~W ' 03000.18 F0~ R IEVQ?PuKPO >~ILY (PARABOLIC SPEED HUMP} SHEET 1 OF 3 . A
POND BOT 280.0 , EFFECTIVE:o7ro1/04 ~'y9'~.hN61NE~
„ OF ROAD ~~F~A q K~`'
~ ~eeneeiewe~
NOT TO SCALE ® ~ OF TRAVEL LANE
„
3 CLEAR 1 -0 TYP. 6,0' TYP.
" " NCRETE 5 #5 REBAR EACH #5 HOOP REBAR 4 0 x 4 0 CO O „ T- B Q 12" MIN,
-F OATATION BLOCK WAY AT BOTTOM OF (4 -0 DIA) ANTI L K 10,0++ TYP. ~ EDGE OF PAVEMENT
EMBED CAP RISER 12 CONCRETE BLOC _J__- TAPER
(TYP,} 6.0' TYP, EXISTING GR N I 12" 50UD WHITE THERMOPLASTIC pip
(3,000 PSI STRENGTH "SHARK'S TOOTH" alGSi.LL1i12-w.J~
CONCRETE) VAR. VAR, 12"
LINE LANE
VARIABLE SPEED ~11"p
(HORIZONTAL)
NOT TO SCALE DIRECTION
OF TRAVEL
' MIN.
„ PROTECT WEIR WITH RIP RAP 0 1 5 3 (HEIGHT'S IN INCHES) " 3 1,5 O
GATE VALVE WHEEL 36 ~ MINUM 301 CORRUGATED ALU yyEiR EMERGENCY WEIR 300.0
FOR OPERATIONAL USE TRASH RACK W/
ANTI-VORTEX DEVICE & A FILTER FABRIC TOP GRATE OF ALUMINUM ~P~
3,0' TYP. 3,0' TYP. CONSULTANTS
TOP OF RISER=300.0 BAR ~ 6" O.C. E/W 12 T M. c BOT 0 , 2~ BOTT0~1; 298.0 s.o' SEALS
- s.o' 10.0' 22 0' LANDSCAPE
McNeely Associates
$E~TI_„__~N A-A 5501 McNeely Drive Raleigh, NC 27612
24"0 CORRUGATED ALUMINUM PIPE (CAP) RISER t STANDARD PAVEMENT UNDULATION DETAII.No. 919.782.96f17
(FLAT TOP SPEED HUMP) 03000.18 SHEEt 2 OF 3 STRUCTURAL EFFECTNE:07101ro4 Loaater, Hopkins, Chang
CL OF ROAD 1015 Wade Avenue
SURROUND RISER ~ Roleiph, NC 27605 EXPANSION JOINT 919.832.5587
I UMFERENCE WITH 1 LINE WEIR WITH RIP RAP CRC VARIABLE PROPOSED OR EXISTING
N0. 57 STONE. TACK WELD HEIGHT = 1'-0" WEIR INVERT = 300.0 TOP OF DAM= 301,( F DAM= 301,0 SLOPE NOT TO EXCEED 12 TO 1 SIDEWALK ® ® PLUMB YECH, ELEC R CIYIL
WIDTH = 1'-0" 2-2'~ ORIFICES STD 2.5' CURB AND GUTTER ~ B Dewberry & Ocvis
INVERT = 298.0 4 1~ DEPRESSED CURB 8'0 2301 Rexwooda Drtve Raleigh, NC 27807-3388
„ NEW BASIN SIDE 6 SCHEDULE 40 SLOPES 4~ 10.0' TYP. 919,881.9989
STEEL PIPE, 1-FOOT WHEELCHAIR RAMP
MINIMUM WITH FILTER FABRIC 6.0' TYP. ROOFING CONSULTANT 24" SOLID WHITE
INV. 287.0 20 WEIR LENGTH DITCH AND BURY FLANGE „ ICE I ® THERMOPLaS11C Stafford Consulting Engineers CROSSWALK LINE 7424 Chapel HBI Rd, Suite 102
1'-0" EMBED FILTER FABRIC EDGE „ - (MIN. 12" OF MATTING) 'TING) VAR. VAR. 24" GAP Rolelyh, N.C. 27607
6 GATE VALVE 15" CMP LANE LANE Phone; 919-852-1038 RAI~b CROSSWALK VAR.
FLOWS TO POND BOT 298,0 SEDIMENT (HORIZONTAL) FACE-FACE
CHAMBER
\ \ • 4• ~ ~ • OF SAND DIRECTION OF rRavEL PROJECT
" ~ FILTER
NOT TO SCALE
„ 3 CLEAR 1'-0" TYP. O 1 5 3.t-----(HEIGHTS IN INCHES) 3 1.5 0 E`22 Elementary School
N 5 HOOP REBAR _ 5 REBAR EACH # 4 0 x 4 -0 CONCRETE (5) # „
' 4 -0 DIA ANTI-FLOATATION BLOCK WAY AT BOTTOM OF ( )
EMBED CAP RISER 12" CONCRETE BLOCK 3,0' TYP. 3,0' TYP. CLIENT
TYP, } (
(3,000 PSI STRENGTH s.o' -10.0' 6'0' Wake County
CONCRETE 22.a'
TIOG N A-A Public School System
DETAII, No.
STANDARD PAVEMENT UNDULATION 03000.18 ~QV~ C~
NOT TO SCALE (RAISED PEDESTRIAN CROSSWALK) SHEET 3 OF 3 - 4. EFFECTIVE: o~rolroa 2 ~r~
STANDARD M.H. RING AND
_ COVER LABELED APPROPRIATELY
AN COVER ~ (SEE DETAIL 07000.03) STANDARD M,H, RING D LABELED APPROPRIATELY 0y~~ M
DETAIL 07000,03 COMBINATION FINISHED GRADE (SEE ) ROADWAY
FINISHED GRADE AIR VALVE STD. CURB & GUTTER

.key J' ...di.~.,. y. C yb ~A , ;u ~ "t PROJECT NUMBER;
ECCENTRIC CONE SECTION BASE COURSE 10031800
BRASS PIPE ~ PHASE;
ECCENTRIC CONE MBINATION AIR VALVE SIZED COLLAR - COMBINATION AIR VALVE SIZED ° CO Permit Submittal
SECTION FOR THE PROPOSED USE FOR THE PROPOSED USE ~ z DATE:
RASS VALVE ~ B J_ c 4 ~
e BRASS PIPE g ~x_ CORPORATION 4" --a~~ ~ i ~ FLUSH LINE 4-03-200)
g F-~:,:--_==-~. ,W:~...• STOP 2" TYPE K „ ,..I 'u DRAWN eY;
Z ° ~ COPPER LINE 2 GATE VALVE ' - ~ iv ~ COLLAR g 4' DIA. PRECAST I ` 1 ACH
90' BRASS FITTING ~ TEE MANHOLE SECTION w 4" 48 a w I D,LP, ~ , CHECKED BY;
PIPE CAP PAK
° COLLAR x MAIN CORPORATION STOP MUELLER 6" Z ~ H-9968, FORD F400 OR F500 Z
Q {1 ` 8.. TYP. THREaDED y ca~E D.LP. MAIN g o ~~i1 OR WATER DISTRIBUTION ( ) ~.,..i a . REVISIONS
ROD VALVE ~ ~ IL SERVICE SADDLES. W PIPING DETA r ~ Q - 12' MINIMUM no. revls.lon date 1 CD;REVISION 03.16.07
U ~ 1 w NQ,TF~; TYPICAL CONCRETE FOOTING _1
~ 3000 P.S.I. CONCRETE) 2 TOC COMMENTS 04.03,01 3 DWQ 03.28,07
- - a TO BE SAME SIZE AS ( 1. TAP SIZE AND ISOLATION VALVE 12"-No. 57 STONE „ ° ° e e a AIR VALVE. 4 TOC COMMENTS 04.09.07
6 4' MINIMUM N TES T-~ I IN AND FITTINGS IN THE MANHOLE, SHALL BE E BRASS. 5 NCDENR 04.11.07
f 2. ALL P P G , SS NOTED. 1, ALL PIPING AND FITTINGS, IN THE MANHOLE, SHALL B 12 • BRASS OR BRONZE UNLE
MINIMUM CARY PROJECT NUMlftK U/-ar-UZZ
16" O.C. AS SHOWN 2. CORPORATION STOP SHALL BE LOCATED IN THE . 3. MANHOLE STEPS SHALL BE PLACED SEE PIPING DETAIL FOR BY DETAIL 07000.02 D 16" O.C. WHEN DEPTH OF MANHOLE EXCEEDS 5 FEET. APPROVED
PIPING IN THIS AREA. 3. MANHOLE STEPS SHALL BE PLACE TOWN OF CARY
12"-No. 57 4. CONCENTRIC CONES MAY BE USED FOR AIR VALVE 7000.02 FOR MANHOLE STEP SPECIFICATIONS. Approved By Date D ETAI LS
T N MANHOLES LESS THAN 5' IN DEPTH. 4. SEE DETAIL 0 SOE Planning Date
XY COATED FOR 5. MANHOLE INTERIOR SHALL BE EPOXY COATED. 5. MANHOLE INTERIOR SHALL BE EPO Engineering Date C122
SEWER MANHOLES. DETAIL No. DETAIL No.
No. ALVE MANHOLE OFFSET FROM MAIN DETAIL STANDARD COMBINATION AIR V 06000.15
ATION AIR VALVE MANHOLE p , , 06000.15 STANDARD COMBIN ~'R ~FVi FR AI.~iN~ ) 06000.15 FnR VUATi,R, RFCi .:11" 1Fi~ 1T , , t cucrr ~ nr ~
V~ ,~1TFR RECi.,AiMF( a ,~1TFR, OR ~C~~ ER 1d1;1INl ~~G~r ~~~~:~~,.,r. ,~,~o,~~ (FC R ,
F.FFF.rTTVF~ nomRms

~OTECTION SCHEDULE
ENERGY DISSIPATOR OUTLET PROTECTIO
LENGTH WIDTH DEPTH C OUTLET / DRAWING
STRUCTURE STRUCTURE TYPE PROVIDED PROVIDED PROVIDED STONE STONE INLET WHERE COMMENTS
VARIABLE-2' TYPICAL VARIABLE-2' TYPICAL N0. La, (FEET) W,(FEET) d,(INCHES) TYPE 6' IF SIDEWALK 6' IF SIDEWALK TYPE TYPE SHOWN
1 FES 16 18 18 CLASS B LASS B TYPE A C-112
2 FES 22 24 24 CLASS 1 LASS 1 TYPE A C-114 CHERRY HUFFMANRCHITECTI6
T.O.C, 20' WATER LINE T.O.C. 20' WATER LINE 3 FES 14 16 18 CLASS B LASS B TYPE A C-114
EASEMENT (TYPICAL) EASEMENT (TYPICAL) 4 FES 15 17 18 CLASS B LASS B TYPE A C-114 135 E, Martin st„ suite tot Ralelgh, North Carolina 27801
POST INDICATOR 919.821,0805 919F821.0720
FOR CONTINUATION BY VALVE LOCATION www.cherryhutfman.com
( PLUMBING CONTRACTOR
I I I FOR C NNTINUNTOA B R ( I PLUMB G CO R C O WATER METER T,O,C, STANDARD I
(SEE DETAIL 06000.02} ( ATER METER IN VAULT Dewberry
(SEE DETAIL 06000.02) NOTE; Dewberry 8~ Devfa, Inc. 2801 REx~N0008DIeVE
„ _ ? Z " ___j~" 1. FOR OUTLET TYPE B , PLACE RIP RAP FROM TOP OF BANK BUTE 800 RAIFdOH, NC 27012
I a TYPE "K" CTS I a TYPE "K - W M TO TOP OF BANK IN RECEIVING CHANNEL. ~ _ ~ CTS t,,,_. REDUCER PHW~: 910.801.8880 FAx 010.801,8889
I NI M I I (IF NEL'ESSARI~
4" D,L WATER _ 4" D.I, WATER :f,~ 4" I U~ SEALS
(MINIMUM) `~sn. p 0~0 0 I (MINIMUM) POST INDICATOR v U O O 0 ( O O00 O~OO((^~~U,, O OO z z CONSTRUCTION SPECIFICATIONS;
~ TEE W/BLOCKING VALVE LOCATION ~ THRUST COLLAR 0 0 ~ w TEE W/BLOCKING ON LAST JOINT ~O O I Q 4" GV W/C.I. I ~ O O oo°~ ~ v ~O°°O ~ 0 m m ~~NUenNt~
Q 4" GV W C.I, OF PIPE W M 3 / 00 Oo I e VALVE BOX I I 3 VALVE BOX O__~.f I OO OC 1, THE MATTING SHOULD BE A MINIMUM OF 4 FT • ~ C A R~ge•~, 0 0 0 ~ WIDE EXTENDING 6 INCHES OVER THE LIP AND ~`~`~~•••""'•ti.~/'•
o r- - ~ r - 0 0 0 0 I o Q ~ QooOO 0 0000 CHANNEL BURIED 6 INCHES DEEP IN A VERTICAL TRENCH ON :~04~oEESS~o~,'•.'y9•,
I F R NTINUATION BY CO r, REDUCER I 0 CO ~ O O OO O O IF NECESSARY PLUMBING CONTRACTOR 3Do Do W V BOTTOM a a THE LOWER EDGE, THE UPPER EDGE SHOULD BUTT ~S
( ) OOO 0 OOO 0 r....20' FOR CONTINUATION BY FOR CONTINUATION BY OO OO 0 o AGAINST SMOOTHLY CUT SOD AND BE SECURELY
T.O,C. WATER I FIRE ~RVICE CONTRACTOR FIRE SERVICE CONTRACTOR QO QO P~N O I r--zo' 000 ~QO N OOOo~oOOo~~~o HELD IN PLACE WITH CLOSELY SPACED HEAVY DUTY FOR IEVB?pPP~P ~ILY 0 0 0 00 0 3 ~ WIRE STAPLES AT LEAST 12 INCHES LONG, THE • ~o ~
LINE EASEMENT i T,O,C. WATER I JO OO OC 0 0 Q~0 MATTING SHOULD BE AN EROSION-RESISTENT ~'~y~ F~sIME~~'•~~
(TYPICAL) ISLAND CURB & I LINE EASEMENT ~ 0 O 0 GUTTER TYPICAL I y~ PRTEVENT~EROSON AND ALGOW VEG4ETAITION ~0 oy~(AeA~eK15;0
( ) (TYPICAL) PLAN o0 ISLAND CURB & ^ `1 O O
GUTTER (TYPICAL) ~ BECOME ESTABLISHED,
La 2, ENSURE THAT THE SPREADER LIP IS LEVEL FOR
TYPE A -SINGLE SERVICE La TYPE B -DOUBLE SERVICE UNIFORM SPREADING OF STORM RUNOFF,
IV~TE: SYSTEM TO BE MAINTAINED BY THE N.~; SYSTEM TO BE MAINTAINED BY THE
OWNER PAST THE EASEMENT LINE, OWNER PAST THE EASEMENT LINE, UNDISTURBEOTSOHL (OT ONPFILL) ER ON
_ U" ~ UU" ~ U U U d 0 °°°000°°~00
O O DETAIL No. Oo Qo 0 0 0 0 0 d 4, CONSTRUCT A 20-FT TRANSITION SECTION FROM
SECTION 0 0 STANDARD COMBINED F1RE D & OMESTIC WATER SERVICE 06000.05 THE DNERSION CHANNEL TO BLEND SMOOTHLY TO
FILTER LAYER-FILTER FABRIC OR SECTION EFFECTNE: 07/01/04 SHEET 1 OF , ON THE WIDTH AND DEPTH OF THE SPREADER,
6" •5 WASHED STONE 5. DISPERSE RUNOFF FROM THE SPREADER ACROSS
FILTER LAYER -FILTER FABRIC OR A PROPERLY STABILIZED SLOPE NOT TO EXCEED
6" #5 WASHED STONE 101, MAKE SURE THE SLOPE IS SUFFICIENTLY
SMOOTH TO KEEP FLOW FROM CONCENTRATING,
TYPE A -PIPE OUTLET TO FLAT AREA TYPE B - Plf B -PIPE OUTLET TO DEFINED CHANNEL 6, IMMEDIATELY AFTER ITS CONSTRUCTION,
WITH NO DEFINED CHANNEL APPROPRIATELY SEED ANO MULCH THE ENTIRE
DISTURBED AREA OF THE SPREADER,
SEDIMENT TRAP CONSTRUCTION SC HEDULE
RIPRAP OUTLET PROTECTION
VOLUME VOLUME DISCHARGE LOCATION OF LOCATION QF LOCATION OF y y y y y y J TRANSITION CONSULTANTS
TRAP REQUIRED PROVIDED LENGTH WIDTH DEPTH, WEIR, FIRST BAFFLE * SECOND BAFFLE * THIRD BAFFLE * 1, ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS THE REQUIf 3 THE REQUIRED LINES AND GRADES SHOWN IN ~ .7 y y TO GRADE SEALS
N0. (CF) I;CF) FT' ~ ~ ~ ~ ~ ~ THE PLAN. COMPACT ANY FILL REQUIRED IN THE SUBGRADE TO THE DENSITY OF Tf :NSITY OF THE SURROUNDING UNDISTURBED DIVERS ONE y y y y y ~ ~ y LANDSCAPE
MATERIAL, LOW AREAS IN THE SUBGRADE ON UNDISTURBED SOIL SHALL BE FILLED E A 3240 3424 52 26 4 4 17 29 41 THICKNESS, BE FILLED BY INCREASING THE RIPRAP y ~ 'tom ~ McNeely Associates y y y `6w ~ `a,1, 5501 McNealy Drive
y y y ~~V ~y ~ Rolefgh, NC 27812
g 1944 2024 42 21 4 4 13 23 32 2. THE RIPRAP AND GRAVEL FILTER SHALL CONFORM TO THE SPECIFIED GRADING LI 919,782.96fl7 GRADING LIMITS SHOWN ON THE PLANS. ~ ~ ~
'Our ~ ~y 'pu, ~ bu, ~ STRUCTURAL
3, FILTER CLOTH, WHEN USED, MUST MEET DESIGN REQUIREMENTS AND BE PROPERL BE PROPERLY PROTECTED FROM PUNCHING OR STABLE ~pu, '6W `pu, to:otsr, Hopkins, Chang
TEARING DURING INSTALLATION, REPAIR ANY DAMAGE BY REMOVING THE RIPRAP AND RIPRAP AND PLACING ANOTHER PIECE OF UNDISTURBED-~ `6u• ~ L ~ 1015 Wode Avenue
FILTER CLOTH OVER THE DAMAGED AREA, ALL CONNECTING JOINTS SHOULD OVERLA )ULD OVERLAP A MINIMUM OF 1 FOOT, IF THE OUTLET, yu, 11 ~ Ralelgh, NC 27605
* BAFFLES SHALL BE INSTALLED AT DISTANCES INDICATED IN TABLE MEASURED FROM THE ENTRANCE OF THE SEDIMENT TRAP DAMAGE IS EXTENSIVE, REPLACE THE ENTIRE FILTER CLOTH. ~ Y,W ~ ~ ~ ~I ~ ~ ~ STABILIZED 919,832.5587
~ ~ ~ y~y ~y ~ ~ ~ ~ SLOPE PLUMB MECH, ELEC h CIVIL
4. RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID DAMAGING Tf• DAMAGING THE FILTER. `pu, hW '9W y~, 'fvy ~ Dewberry ~ Doric ~pu. ~ ~y ~ ~yy ~ ~yy ~ 2301 Rexwoods Oriw
5, THE MINIMUM THICKNESS OF THE RIPRAP SHOULD BE AS SPECIFIED IN THE SCHE[ N THE SCHEDULE, Ralelgh, NC 27807-3388 919,881.9989
6. RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE, IT SHOULD BE HARD, .D BE HARD, ANGULAR, HIGHLY WEATHER- PLAN VIEW
RESISTANT AND WELL GRADED. ROOFING CONSULTANT
Stattord Consulling Engineers
7. CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFALL AT THE END. MAN iE END. MAKE THE TOP OF THE RIPRAP AT THE 7424 Chapel HIII Rd. Suite tot Ralelgh, N.C. 27807
DOWNSTREAM END LEVEL WITH THE RECEIVING AREA OR SLIGHTLY BELOW IT, W IT, VARIABLE Phone; 919-852-1038
MATERIAL
8, ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING STREAM A JG STREAM AND PREFERABLY STRAIGHT STAPLED IN DNS, PLACE IT IN THE UPPER SECTION OF PLACE
THROUGHOUT ITS LENGTH. IF A CURVE IS NEEDED TO FIT SITE CONDITIONS, PLACE THE APRON, ~1 r PROJECT
9. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS WITH VEGE 6u MIN ~ ~ ' 3 WITH VEGETATION. ~1~1~ 11%~~(~,,~1 ~ ~ ~ ,~~~1 ~ , i1~-..,,~~~1 ,~~1~r~-~1 ~,`,`~1~~ ~ ~ ~ E-22 Elementary School
MAINTENANCE LEVEL LIP OF a~~ r r i f ~i~,ti r ,
INSPECT RIPRAP OUTLET STRUCTURES ONCE PER WEEK AND AFTER EACH RAINFALL E i RAINFALL EVENT SPREADER %~`~~tr~~a~tll , , ,~11~~ ~~1~~~
(1/2 INCH OR GREATER) TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HA IE RIPRAP HAS TAKEN ~~„~~IIG~` 1 ~1~-~~
PLACE OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIF :EDED REPAIRS To BURIED 6" MIN ,fir` 1 ,,,~~1%~~~ aIENT
PREVENT FURTHER DAMAGE.
MAINTENANCE; Wake County
INSPECT LEVEL SPREADERS AFTER EVERY RAINFALL UNTIL Public School System
PROTECTION VEGETATION IS ESTABLISHED, AND PROMPTLY MAKE
NEEDED REPAIRS, AFTER THE AREA HAS BEEN STABILIZED, MAKE PERIODIC INSPECTIONS AND KEEP
NOT TO SCALE VEGETATION IN A HEALTHY, VIGOROUS CONDITION, ~Q~~ CS
2~
CROSS SECTION
EA `c
ROADWAY PHASE EROSION & SEDIMENT CONSTRUCTION SEQUENCE; ENTRANCE END ~ Ojy~ WIDTH DEPTH WIDTH LENGTH M * ~
1, IMPLEMENT THE REQUIREMENTS OF THE STATE APPROVED EROSION CONTROL PLAN, NOTIFY THE STATE l THE STATE LAND QUALITY SECTION, AT ~
919-791-4200 AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES. 10 0,5 3 10
2, NO DEMOLITION, CONSTRUCTION, OR LAND DISTURBANCE ACTIVITIES MAY BEGIN ON THE ROADWAY SITE UI IWAY SITE UNTIL ALL APPLICABLE PROJECT NUMBER;
EROSION AND SEDIMENT CONTROL MEASURES HAVE BEEN INSTALLED IN LOCATIONS AS SHOWN ON THE C~ CLEARING IS REQUIRED FOR INSTALLATION OF A GIVEN MEASURE, ALL OTHER MEASURES SHALL BE INSTA N ON THE CONTRACT DRAWINGS, IF 10031800 LL BE INSTALLED FIRST. THE NECESSARY
, LAND DISTURBANCE ACTIVITIES REQUIRED FOR INSTALLATION OF THE GIVEN MEASURE MAY THEN PROCEE[ LEN PROCEED, TEMPORARY LEVEL SPREADER DETAIL PHASE;
3. INSTALL GRAVEL CONSTRUCTION ENTRANCE PAD.
4, INSTALL SILT FENCING AS SHOWN ON THE DRAWINGS. NTS Permit Submittal
5, INSTALL TEMPORARY SEDIMENT TRAPS AND TEMPORARY DIVERSION CHANNELS. TEMPORARY DIVERSION C DIVERSION CHANNELS SHALL BE LINED oATE; 4- 03- 2007
WITH CHECK DAMS AS SHOWN ON THE DRAWINGS, 6. INSTALL TEMPORARY LEVEL SPREADERS IN LOCATIONS SHOWN ON THE DRAWINGS. aRAWN BY;
7. CLEAR AND GRUB THE SITE WITHIN LIMITS OF CONSTRUCTION. ACH
8, GRADE ROADWAY TO ELEVATIONS. SHOWN ON THE DRAWINGS.
9. INSTALL STORMWATER CULVERTS AND STORMWATER PIPING SYSTEMS CONCURRENT WITH SITE GRADING OP GRADING OPERATIONS, INSTALL INLET & CHECKED BY1 PAK
OUTLET PROTECTION AROUND NEW CULVERTS AND STORMWATER PIPING SYSTEMS.
10, CONSTRUCT PERMANENT BASINS. 11. PROVIDE TEMPORARY SEEDING AFTER CLEARING AND GRUBBING IF THE AREA IS TO REMAIN UNDISTURBED 1NDISTURBED FOR MORE THAN 15 DAYS, REVISIONS
PROVIDE PERMANENT SEEDING WITHIN 15 DAYS OF ESTABLISHING FINAL GRADES. PERMANENT SEEDING S T SEEDING SHALL BEANO MOW MIX PER no, revision date
SPECIFICATION 2900. 1 CD; REVISION 03.16.07
12. THE CONTRACTOR SHALL POST THE SEDIMENTATION "CERTIFICATE OF APPROVAL" AT THE CONSTRUCTION VSTRUCTION ENTRANCE AND MAINTAIN CARYPROJECTNUMBER07-SP-022 z TOC COMMENTS 04.03.07
COPIES OF PROJECT EROSION AND STORM WATER PERMITS AT THE ON-SITE OFFICE. ANY CHANGES IN 1 ~iANGES IN THE PROJECT DESIGN, APPRO~~ 3 DwG o3.2s,o7
DRAINAGE PATTERNS OR THAT RESULT IN ADDITIONAL LAND DISTURBANCE WILL ADDRESS FOR PERMIT MC t PERMIT MODIFICATION, TOWN OFCARY
13. THE CONTRACTOR SHALL CONDUCT PROJECT NPDES INSPECTIONS OF EROSION CONTROL MEASURES AND TURFS AND STORM WATER OUTLETS , „ 4 TOC COMMENTS o4.os.o7 - -
WEEKLY AND AFTER EVERY RAIN EVENT OR GREATER. ALL CONTROL DEVICES WILL BE MAINTAINED AS EROSION & SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, A RAIN GAUGE WILL BE INSTALLED AT INTAINED AS SPECIFIED IN THE NCDENR "a`C 5 NCDENR o4.i~,o~ STALLED AT THE PROJECT SITE TO Plaarming nning D Date
FACILITATE RAINFALL MONITORING, THE CONTRACTOR SHALL MAINTAIN THESE RECORDS AT THE ONSET 0 HE ONSET OFFICE FOR AUDIT BY Engineering Date
REGULATORY AGENCIES, NPDES INSPECTIONS ARE REQUIRED UNTIL PROJECT STABILIZATION IS EVIDENT B S EVIDENT BY 95% VEGETATIVE GROWTH
FOR AREAS PROVIDED SEEDING, AT SUCH TIME THE CONTRACTOR ,SHALL REMOVE ALL TEMPORARY EROSI( RARY EROSION CONTROL DEVICES WITHIN
LIMITS OF ROADWAY CONSTRUCTION. DETAILS

C121

UPSTREAM END OF
1Jsi" S0. STORM DRAIN OVERFLOW +
FIELD ADJUSTMENT INSTRUCTIONS A °
1, REMOVE THE BODY FROM THE TOP OF THE - _ ~ 1/3 PIPE INDICATOR P05T ASSEMBLY, • 12" 12 EXCESS PRESSURE RELIEF
AR MAX=10" ? DIAMETER 1g" CLEAR • T THE RE UIRED LENGTH OFF THE BOTTOM 6" DIA. 1" SOU E I MIN.=7" D• ~ 'p, CLEAR 2 CU O _ _ EXTENSION ~ • AR CL~ ~'yAR (OR AT INSP. TEST)
OF THE STANDPIPE FOR THE GROUND LINE TO ; ~ ~ i ~ 12° 't, CLEAR J t2 TO SPRINKLER SYSTEM CLEAR CHERRY HUFFMANRCHITECTI6~
MATCH UP WITH STANDPIPE GROUND LINE MARK, ~`urw!~ ' ' - BODY I - ~ WATER MOTOR GONG ~ (IF REQUIRED) 135 E. Martin St„ Suite 101
3. CUT THE 1" SO, EXTENSION AT A DISTANCE ~ P THE TANDPIPE, r7 ~ _ -.~7 ~ 18„ RISER PIPE OF 9" ABOVE THE TO OF S _ I BURY BOTTOM r WATER FLOW SWITCH " RISER PIPE I (MUST TIE INTO A Raleigh, Norlh COrolln0 27801
~ ! F P YOOOD CLEAR r-- o L AR ~ ~ ALARM VALVE WITH ~ CENTRAL STATION) Www.CheoyhU}(111011 com~21 0720 36" GAUGES AND RETARD
4• SET THE "OPEN" AND "SHUT" TARGETS FOR THE M , STANDPIPE I I APPROPRIATE VALVE SIZE. (PAINTED RED) ~ _ _ _ _ _ _ FOC CHECK VALVE
3/4" EXTERIOR • - T THE Y TO THE TOP OF THE I PLYWOOD 5, RE AT ACH BOD ~ 1 APPROVED BACKFLOW g •4• PREVENTER ASSEMBLY 6
INDICATOR POST ASSEMBLY. _ ,1_ _I. r. ALl PARTIALLY COMPLETED STORM DRAINS Vp` % h SHALL 8E PROTECTED AT THE END OF SPRINKLER VALVE TRIM AREA d AREA 36" (18" CLEARANCE ON SIDES) ~i..~, ~ (MOUNT HORIZONTAL ONLY) ' ,1~_l, Dewberry
~h-~l ~1f EACH DAY IN ACCORDANCE WITH THESE PLYWOOD INLET PROTECTION 6. ALL PIV(s) SHALL 8E INSTALLED WITH AN GROUND UNE + I GROUND LINE DETAILS. STEEL FENCE POST APPROACH CLEARANCE ARANCE ~ ~j TAMPER SWITCH Dewberry ~ DeVlB, Inc.
ELECTRONICALLY CONTROLLED TAMPER SWITCH, (TYPICAL)
STANDPIPE UPSTREAM END OF OVERFLOW V~,~„V~ (PAINTED BLACK) i STORM DRAIN CLASS 35D FLANGED ~ 12" MIN. I~ I i TO FDC DIP FITTING CLEAR ~ I (18"-3fi" ABOVE PFIRAO E WIY~1~
n' " II II s t I~~~ FINISHED GRADE) FA1L1111l1~9
J N II b .1 ~ a n• . ~ REDUCER OR ~--ij ~.~~~.-1 REDUCER ELBOW ~ ~ - ~ BALL DRIP VALVE
j b II h ? 1/3 PIPE ~ N II R ~ DIAMETER 12 MiN. SEI~ILS _ PIPE AND CLEAR MAIN DRAIN
~~~7~ v ~ JT TO OUTSIDE
,,yv i W W / ? a ee/1111111~ a d R 9j
POST INDICATOR VALVE SHALL BE ~ ° 12" DIA. WASHED STONE FILTER LOCATEO AT A MINIMUM 5-ft FROM BUILDING ACROSS PIPE INLET • ? D • ~ , e • o MINIMUM (2) 3/4" ROD ~0.~ n'•y ,AIjei
~ _ _ w/BITUMINOUS COATING ~O`' (1ES$!~ • • • • ' , ~ 4~0 4''b•9~
_ D•I. PIPE F~~ ~ S lL_.~~..
rI H rl H r' H II 1 TO RISER ROOM ` ~ ( ) ( ) MINIMUM (2) 3/4" ROD ~ • CONCRETE THRUST BLOCK FOR IEV~P $ • LY
HARDWARE CLOTH II 11 1( l f L.I i A w/BITUMINOUS COATING ~
~ U U U STONE FILTER INLET PROTECTION SECTION "A-Au •~'•.~,fi~ fYE~;'!~~~~
• ~ A" 1S . h~ AIai1~e~~
DETAII.No. DETAIL No. DETAIL No.
STANDARD TAPPING SLEEVE & POST INDICATOR VALVE 06Q0O,~ g STANDARD PIPE INLET PROTECTION (PLYWOOD & STONE) 04000.12 STANDARD SPRINKLER RISER 06000.17
EFFECTIVE: 09Po8105 sNEET I ~ ~ EFFECTIVE:07/01l04 sHEEr I OF I ~E; 09108!(}5 SHEET , aF ,
' 'MAX 4 8
MAX
1.5' ~ so,
9" MINIMUM 1,5' 1,5' ~O' Q`c~0 ~ 0
, MIN, MAX MIN. Qp~ •\~G o ~ ~F.4
•5 OR •57 a•~' Q4 o o ~ ~ P~
WASHED STONE , . , ::.i. 1 2' MAX AT `~;):d.:°d. :•a:• ••°••>r~°•~i:°;;.°•;;:^..
5 +i~"•~:' CENTER CLASS B
~ n ri ~f RIP,RAP °eJ '•°'dt• .°•e'•°•e1~°'etr.°•s'. °•e:r 1 -0 DEEP BED OF CLASS A RIP-RAP :d:`'°r:•
SPLASH PAD CONSTRUCTED ON •:<:~%•~u~::~•° U)
DOWNSTREAM SIDE OF SILT FENCE ''``°.i` • FILTER FABRif 2.3" COARSE AGGREGATE CONSULTANTS `-FILTER FABRIC (COMPLYING WITH SECTION
•5 OR •57 W - ~5 OR X57 WASHED STONE 905, NCDOT STD. SPECS.> SEALS LANDSCAPE
FILTER FABRIC McNeely Aeeoclates
5501 McNeely Drive
ABILIZED OUTLET FOR SILT FENCE DETAIL TEMPORARY 4' To 6' ST Rolelgh, NC 27811 919,782,9607
. N.T.S.
PLAN VIE SECTION VIEW STRUCTURAL
MAINTENANCE Lasater, Hopklne, Chang
1, INSPECT STABILIZED OUTLET ONCE PER WEEK AND AFTER EVERY RAINFALL EVENT NOTE 1015 Wads Avenue
1 /2" OR GREATER, GRAVEL PAD IS REQUIRED TO PROVIDE BUFFER AREA WHERE Raleigh, NC 27605 VEHICLES CAN DROP THEIR MUD AND SEDIMENT TO AVOID 919,832.55E7
2, REMOVE SEDIMENT FROM OUTLET AND TRANSPORTING IT ONTO PAVED STREETS, TO CONTROL EROSION FROM SURFACE RUNOFF, AND TO HELP CONTROL DUST.
REPLACE STONE AS NECESSARY, MAINTENANCE PLUMB NECH, ELEC t CIVIL
INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND Dewberry dl Davie MAINTENANCE 2301 Rexwoode Drive
AFTER EACH SIGNIFICANT l1/Z" OR GREATER) RNNFALL EVENT AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS
OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED. 1. INSPECT TEMPORARY ENTRANCE/EXIT PAD ONCE PER WEEK Raleigh, NC 27807-3388 919.881.9989 AND AFTER EVERY RAINFALL.
ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM FkjSl AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE DAM, N~ S 2. REPLACE GRAVEL PAD WHEN AGGREAGATE IS CLOGGED WITH ROOFING CONSULTANT
CORRECT ALL DAMAGE IMMEDIATELY, IF SIGNIFICANT EROSION Stotford Conlultlnq Engineers
OCCURS BETWEEN DAMS, ADDITIONAL MEASURES CAN BE TAKEN AF SUCH AS INSTALLING A PROTECTIVE RIP RAP LINER IN THAT PORTION STEP SEANCE DAF ROADWAY•AND/OR WHEN SEDIMENT IS BEING TRACKED ON 7424 Chapel Hill Rd. Suite 102
OF THE CHANNEL. 3. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, Rolelgh, N.C. 27607
REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO WOOD FENCE DETAIL PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE CHANNEL WASHED, OR TRACKED ONTO PUBLIC ROADWAYS. Phone; 919-852-1038
TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARGEO CHECK DAM DETAIL (TEMPORARY) GARY)
PLANr CANOPY, DRIPLINE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD S ONES A" x xrooD POSTS DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION, NOT TO SCALE
r x A^ wooD RAILS E%ISTINC PLANT LMIR OF CANOPY, DPoPLRIE
TYPICAL TEMPORARY GRAVEL ENTRANCE/EXIT PAD PROJECT
NOT TO SCALE E-22 Elementary School

CLIENT

J PLAN VIEW OF PROTECTIVE FENCING AROUND SINGLE TREE- EXPAND AS NECESSARY Wake County
3 CLASS B RIP RAP (SEE SECTION THRU BASIN BELOW)
12„ ~2 NOTES: MIN. 1. ALL PLANTS TO BE SAVED SHALL BE Public School System
12" PROTECTED BY FENCING AS SHOWN IN p ~ ~rtal IN THIS DETAIL,
I2"
12' 2" X 4~~ HORIZ. WOOD RAILS 2. CONTRACTOR SHALL INSTALL FENCING \ / ~e~~ C~
PRIOR TO BEGINNING ANY CONSTRUCTION 2
D" 40" OR GRADING ACTIVITY, F( RIP RAP HEADWALL 3 0
= 3. CONTRACTOR SHALL CALL FOR INSPECTION I- 6 -0 I AND APPROVAL OF PROTECTIVE FENCING \ ~ CA
O.C. PRIOR TO BEGINNING ANY CONSTRUCTION ~i/ ' , NCDOT •5 OR "57 WASHED STONE, MIN TRBE PR01'BC'fION ARBA c „ OR GRADING. ~ 1'-0" THICK x 2'-0" HIGH MINIMUM
,a l~l~i~rilrriiii/~ ~y~~
P TI F N E DETAIL r7 DO NO'f ENTBR 4. PROTECTIVE FENCING SHALL BE LOCATED AT OR FNr SioRacE aREA...•- PERFORATED LAS C E C OUTSIDE DRIPLINE OF TREES AND 1' MINIMUM ~ \ M*~
OUTSIDE SHRUBS OR OTHER PLANTS,
WARNING SIGN DETAIL 5• FENCING SHALL BE INSTALLED PER
NCSU STANDARD NOTES.
PERSPECTIVE VIEW 1• GRAVEL & RIP RAP FILTER BERM BASIN DETAIL AIL PROJECT NUMBER;
~ IS DESIGNED TO PROTECT EXISTING PIPE PLANT CANOPY, DRIPLINE INVERTS THAT DRAIN 5 ACRES OR LESS. 10031600
~ 1.5' FLOOD 2. DIMENSIONS ARE MINIMUM ACCEPTABLE UNLESS PHASE:
6~ STEEL T POST STORAGE ZONE OTHERWISE NOTED. Psrmk Submittal
8' MAX, (FACTORY PAINTED) RIP RAP HEADWALL, GATE;
RAN UV RESISTANT 2' SEDIMENT 1~ MIN, HEIGHT FROM ~ VARIABLE AS DIRECTED BY THE ENGINEER 0 GE, STORAGE ZONE ROAD SHOULDER HIGH -TENSILE STRENGTH, 4-03-2007
RRI A FABRIC TYPICAL F(O t 3 I ~ POLY BA C DE ( ) _ DRAWN eY.
EXISTING PLANT - I' NATURAL GROUND ACH
MIN, 14 GA. LIMIT OF CANOPY, DRIPLINE PIPE INVERT L L L L L L L L L L L L L WIRES CHECKED 6Y;
IN. 14 GA• L L L L L ~ L.. L L = I _n- PAK
INE WIRES m sm eelnl b ~ _ - CLASS GRIP-RAP L L L L L L ORANGE, UV RESISTANT, MAXIMUM SEDIMENT DEPTH
GRADE L L L L L L L L L L HIGH -TENSILE STRENGTH, NC DOT~5 ~ X57 REVISIONS
POLY BARRICADE FABRIC (TYPICAL) WASHED STONE SECTION wEw no, revleion dote
ARMING SIG 1 CO; REVISION. 03,16.07
MAINTENANCE INSPECT ROCK PIPE INLET PROTECTION AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER ) 2 TOC COMMENTS 04,03.07
RAINFALL EVENT AND REPAIR IMMEDIATELY, REMOVE SEDIMENT AND RESTORE THE SEDIMENT STORAGE AREA J DWO 03.28.07
TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE- HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND REPLACE THE 4 TOC COMMENTS 04.09.07
cnnlTaMINATFn PART of THE GRAVEL FACING.
CARY PROJECT NUMBER 07-SP-022 D nbULNK
CHECK THE STRUCTURE FOR DAMAGE. ANY RIPRAP DISPLACED FROM THE STONE HORSESHOE MUST BE REPLACED PLAN VIEW OF PROTECTIVE FENCING IMMEDIATELY. APPROVED
AROUND SINGLE TREE- EXPAND AS NECESSARY AFTER ALL SEDIMENT-PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND ALL TOWN Of CARY
UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND PROVIDE PERMANENT GROUND Approved By Date
TYPICAL TREE PROTECTION FENCE COVER. Planning Date DETAILS
ROCK PIPE INLET PROTECTION (TEMPORARY) Engineering Date
NOT TO SCALE NITS
0120

15'-0" MAX, R/W
GENERAL NOTES: N T '
METER AND BYPASS ASSEMBLY TO BE HYDRANT TO BE PLACED WITH 2'-0" MIN. DUCTILE IRON FLANGED PIPE. vAULT WALL PUMPER NOZZLE FACING THE 5'-0" MAX.
BLOCI(INC TRAVEL/FIRE LANE. ~ CONCRETE SIDEWALK w ' METER FACE TO BE A MAXIMUM OF ~ UNDER (IF APPLICABLE) ~
3,5' BELOW FINISHED GRADE, METER ~ ct CURB & m N ~ ~ c~
ADJUSTABLE CONNECTING PIECE TO BE ~W + GUTTER i ` FINISHED z - ~ CONCRETE ENCASEMENT ~ GRADE O Y
GLOW F-1439 ADJUSTABLE CONNECTOR. n ~ a _ TO PROPERTY ~ ~ m m w CHERRY HUFFMAMRCHITECT~
HALL BE ALUMINUM TO SUPPLY - _ _ , ACCESS DOORS I ; ROADWAY ~ o ~ N 135 E. Martin Si„ Suiie 101
TH A MINIMUM OPENING ------1.J•-- e-~- - - _ ~ Z TAMPED DOUBLE DOOR WI d _ OF 42"X36°, ,B" MIN. ME1ER A T IRON VALVE BOX " _ i ° • ~ I BACKFILL Ralelgh, North Carolina 27601
CS rlNC TAMPED ~ 11~ a ''.I VALVES SHALL BE IRON BODY TYKE aausraeLE cGNNEC , 919.821.0895 919r821.0T20 www.cherryhutfmon.com
MINIMUM OF S C,F. EITHER SOLID BRICK, SOLID BLOC PIECE BACKFILL ,
PRECAST CONCRETE MAY BE USED. vauLT wnu ~ ° Na. 57 STOPE : °w SIDEWALK
THE STRAINER ~ ~ . . TO ENSURE POSITIVE DRAINAGE, ~ HALL BE TIED INTO THE B- B a/4 - UNDISTURBED ~ WHEELCHAIR Dewberry
EXISTING STORM DRAINAGE SYSTEM, IF R~ ~ ~w,..° - - SOIL ' ' N MENT . , P ITIVE DRAINAGE IS UNOBTAINABLE, A E CASE RAMP PROPOSED 3' Dewberry 9 Davis, Inc.
OS ~ P L ' Z SUMP PUMP SHALL BE LOCATED AND AT 3,000 .s. ACCESS DOOR CASTINTO A CONCRETE ~ HYDRANT ~ AE>~oaoe~ BUITE ADD
OPERATED IN THE VAULT, SLAB AND MEET H-20 LOADING ftw~ GRADE MECHANICAL JOINT 2' MIN, RAIEpH,NCA7aIA PHONE; atalet 8/99
6" GATE VALVE CONCRETE BLOCKING All COMMERCIAL APPLICATIONS REQUIRE ~T - MECHANICAL JOINT A KFLOW CONCRETE THRUST BLOCK MINIMUM 1/3 CY AT AN ABOVE GROUND B C 5 MAX. FAxefl.eefaaea
PREVENTER. vALVE Box ~ vALVE B" Aw) LLS 1 /3 CY AT 3000 P,S,L DETUL pppOO DUCTILE IRON PIPE 3000 P.S.I. CURB AND GUTTER SEAL
STANDARD VALVE BOx NSTAILAIIDN) METER B" MAIN LINE TEE NO OBSTRUCTIONS IN THIS AREA 3' (INCLUDING LANDSCAPING)
MN, l_ ~ _ a/11111N1
TO SUPPLY - l~ Y - TO PROPERTY _ -L.i._.-.L ,_1--Li--..-1_~ - N . 1 OTES•
BLOCI(ING 1. TOP Of BLOCKING TO BE 2" FROM 4, IF HYDRANT IS LOCATED ON A DOT ROADWAY USE 30' MIAX, 3 a°Q ~ ~ A /~y~ ~{~0~`4\~0s, E S S 1 p~sl'
HYDRANT WEEP HOLES. DOT STANDARDS FOR LOCATION OF HYDRANT • 9.
z' STDNE` `:`i . B" x tB' CONC~TE 5. STD. ROODING AND BLOCKING FROM GATE VALVE TO FGOrnc, ~00o P.S.I. 2. HYDRANT TEE MAY BE SUBSTITUTED FOR HYDRANT MAY BE SUBSTITUTED WITH A CONCENTRIC RING NI LOCATION SHOULD BE COORDINATED WITH F~~ NCDCaT ALONG STATE MAINTAINED ROADWAYS. 1
utasTUReEO saL D.I.P. NIPPLE AND RODDING TO VALVE, RESTRAINT SYSTEM SUCH AS MUELLER AQUAGRIP OR AN F0~ R IE1l~PO f~ILY
A LES MAY BE USED INSTEAD OF A TEE APPROVED EQUAL PRODUCT PROVIDED ALL PIPE SEGMENTS 3, TAPPING S DD ARE RESTRAINED, FOR WATER UNES LARGER THAN 16 INCHES. 4'
DETAIL No. DETAIL No. •~i~~ ~~1~ I~ 15~~
DETAILNo. STANDARD HYDRANT L4CATI4N 06000.07 9 A A , K •e•• SHEET f OF 2 ~h/111N1•••
STANDARD HYDRANT INSTALLATION 06000.06 STANDARD 3" & 4" METER INSTALLATION & VAULT 06000.03 SHEET + ov , EFFECTIVE: o7rolro4
SHEET , OF + EFFECTIVE:G9ro8roS EFFECT[VE:09ro8ro5 (2) CLOSED PICKHOLES
,4.. at'..Ju
(UNPAVED AREAS) 5-3/4" VALVE BOX COVER CONCRETE ENCASEMENT 5-,/4" ,4. (~:~Q;^_,Q 1" RAISED LETTERING r__.______.___...__..~
AT 3000 P,S.I. 1/4" WATER (RECESSED FLUSH). ~ I E" ~ (TO BE LABELED WATER" OR ~
R ? ~ ~ TYPICAL FNISHED GRADE N 7 - ~ ~a "SEWER" AS APPROPRIATE).
TYPICAL FINISHED GRADE ~ ~ ~ ~ IN UNPAVED AREAS IN PAVED AREAS iv ~ Z ~ +-1/2" ~ 1-1/2" 7-5/16"
R I, ' = BOX SHALL E NT RED
a' ~ OVER VALVE i
„ ; . d - BACK OF CURB . ' a 4"
m A E COURSE ~ . ' ALL PARTS SHALL BE OF
w B S 2 -0" Q Q. m 5-7/16" THE SAME MATERIAL AND
ARKING LOT w {PAVED AREAS) TAMPED ; ~ y P c~ 12" THICKNESS I-2, o.' BACKFILL o ~ p Iin SUPPLIED BY THE SAME uv MANUFACTURER
? PARKING LOT H OR HB BITUMINOUS ,I ` : I ~ yy) F Y+
~ CONCRETE MAY BE USED • N ° D 0 , . a - ~ • AREAS Mq? ° (UNPAVED AREAS) ~ 9
3, 3, a (PAVED ) Dao CONCRETE ENCASEMENT 12" THICKNESS I-2, , p , . _ 7-5/8" / 7-3/6'
a VALVE BOX AT 3000 P.SI. H OR HB BITUMINOUS '.'e.'' w CONCRETE MAY BE USED
~ ` ` -1/2" a - 3/B" 6-3/B"
M N NQTF TO CONTRACTOR: r X SHOULD NOT VALVE BOX COVER VALVE BO VALVE 13/6" 2"
CONTACT MAIN OR VALVE, ` - (TO BE LABELED "WATER" OR . _ T
X "SEWER" AS APPROPRIATE 6" zQ I CONSULTANTS COMPLETE BOX
~ ~ MAIN MAIN FLA_ N VIEW 10-1/4" fV N ~ - - - a" ~ I ~/2" - SEALS LANDSCAPE
. _ NOTES: = McNeely A/soeiotee
H RANT , . PROPOSED YD TAMPED BLOCKING 1, VALVE BOX COVER SHALL WEIGH A MINIMUM 26 Ibs, 5501 McNeely Drive
BACKFILL 1. ONLY MANUFACTURED VALVE BOX EXTENSIONS SHALL BE ALLOWED. ~6-5/8"~ I 2. ENTIRE VALVE BOX ASSEMBLY do COVER SHALL BE Raleigh, NC 27fi12
NO OBSTRUCTIONS 2. VALVE OPERATING NUT MUST BE EXTENDED SO THAT THE DEPTH 7_I/B• CAST FROM CLASS 35 GRAY IRON. 919J82.9fifl7
IN THIS AREA. (INCLUDING LANDSCAPING) SECTION VIEW IS NO GREATER THAN 5' (ft.) FROM THE SURFACE USING A MANUFACTURER APPROVED EXTENSION KIT. 3, ASSEMBLY SHALL BE DOMESTICALLY MADE AND STRUCTURAL
3. PRECAST CONCRETE ENCASEMENT IS ALLOWED OUTSIDE OF PAVED AREAS. TOP SEC110N MANUFACTURED IN THE U,S,A, Lasater, Hopklne, Chong
DETAILNo. 1015 Wade Avenue Raleigh, NC 27605
DETAILNo. DETAILNo. STANDARD VALVE $4X INSTALLATION 06000.08 919,832.5597
STANDARD VALVE BOX INSTALLATION 06000.08 SHEET 2 OF 2 PLUYa MECH, ELEC It CIVIL
STANDARD HYDRANT LOCATION (FOR PARKING LOT) 06000.07 SLEET , aP z BFFECTIVE: 07roIro4 SHEET 2 OF z EFFECTIVE: 07ro1ro4 Dewberry 8 Oovle
EFFECTNE:07roIroa 2301 Rexwooda Drive
Ralelgh, NC 27607-3388 919.881.99>S9
MAIN SIZE END PIPE SIZE 4^ _ 12" 2" BLOW-OFF
16" do GREATER AS APPROVED BY TOWN ENGINEER CONCRETE THRUST BLOCK RDOFIN4 CONSULTANT
3/4" ALL-THREADED, COR-TEN CONCRETE THRUST MECHANICAL JOINT CAP Stofford Conaultlnq Engineer •CONCRETE THRUST COLLAR 7424 Chopel H11 Rd, Suite 102
TEE OR CROSS STEEL RODS, (CUT TO LENGTH) GATE VALVE N T : ~ 5 I ~ 1 5' MINIMUM Ralelgh, N.C. 27607
FASTENERS SHALL ALSO BE 1. FOR MAINS THAT ARE TO BE EXTENDED USE A _ COR-TEN, VALVE EQUAL TO THE MAIN SIZE AS THE BLOW-OFF VALVE ~ 5' MINIMUM ' I Phone; 919-852-1038 / : a I 'I w e e _ ~;~I
AND THEN REDUCE TO THE 2" STANDPIPE, _ e _ ' _ _ - I RODDING SHALL NOT EXCEED 10-FT ,rarL__ - - e - n 7J
c - IN LENGTH. 2. ROD SHALL BE "HOOKED" INTO THRUST COLLAR. ~ I \ D,I,P, a' ' ' ~I' ~ ~ rp ~ ~ 5/8" THREADED RODS (EACH SIDE) ~ ~ ~
G VALVE BOX ~ ' ~ ~I a d SEE STANDARD - - ~ ~ ' ~ ~ ~ a. ~ PROJECT { ~ D.I. PIPE I _ _
o ' - INSTALLATION DETAIL 06000.08 , . ' ~ ~1, i._~ , w. ~ ~ DJ, PIPE J ~ BLOCKING . e'
NJllil _ ~ e• ~ PAVEMENT _ - - - E-22 Elementary School
0 . _ ~ a UNDISTURBED SOIL
5 NCRETE . _ 5/8" THREADED RODS
2""BRASS NIPPLE i IN c ~ " (6 MIN, LENGTH) ~ I THREADED COUPL G (EACH SIDE)
P 5/8 THREADED RODS (EACH SIDE), STANDARD VALVE BOX E 6 -12 FROM TYPICAL EYE BOLT CLIENT
CONNECTION HODK ENDS INTO CONCRETE COLLAR ~ FINISHED GRADE TAMPED BACKFILL ` 2° THREADED
TAMPED BACKFILL--~- ` ~ i:, BRASS PIPE .
FY d CONCRETE BLOCKING DIP `~>''^"'1 - - . fi CONCRETE BLOCKING ~~DETAIL SHALL APPLY ONLY TO TEMPORARY CAPPING. Wake County PERMANENT DEAD END LINES TO BE IN ACCORDANCE WITH
h gY ~ ;:sartT4 MiN, i/3 C.Y. AT STANDARD DETAIL D6000.11. PUbIIC SCh001 System
C,ENERAL_NOTES: + 3000 P.S,I, cOR-TEN ROD REQUIREMENTS -
BRANCH SIZE N0. OF RODS 1. SEE STANDARD THRUST BLOCK, THRUST COLLAR
» CONCRETE 'MIN. - VALVE 2" THREADED BRASS 4 2 5 2" GATE ~Q~~ c~~
g" 2 2, CONCRETE SHALL NOT CONTACT BOLTS OR MECHANICAL JOINT PIPE (±12" IN LENGTH ) _ 6^ 4 ENDS OF MECHANICAL FITTINGS, TAPPED CAP
1Y" 6 16" 8
24" 10 DETAII,No. CA
DETAILNo.
DETAILNo, STANDARD 2" BLOW-OFF ASSEMBLY 06000.11 STANDARD CAPPING DETAIL 06000.12 ~j,~ `~-4~ SHEET , of f M ~ ~~y
STANDARD VALVE RODDING 06000.09 SHEET , aF , EFFECTIVE:o7roIro4 SHEET t OF + EFPECTIVE:mrolro4
EFFECTIVE: 091oaros
GARY PROJECT NUMBER Q7-SP-022
e UNDISTURBED ~ CONCRETE (3000 P,S,I,) , APPROVED
y OCKING C.Y. 'B SOIL THRUST COLLAR MINIMUM CONCRETE BL • ~ k ` a~ . TO SPRINKLER RISER, WALL ' TOWN OFGRY PROJECT NUMBER; WALL
45' 22-1 2' 11-1/4' RTE THRUST ~ SEE DETAIL 06000,17 ° NOM, PIPE TEES & 90' / CONC E J ' .w DEAD ENDS BEND BEND BEND BEND COLLAR 3000 P,S,L)-^r'~"""'^'.~ a' ! WA~NCH A I FOR CONNED ON.,,.._. t,.., ApP~ ~ p~ 1oo31fiao
1 DIA.IN. ( e r... u....-_ t 1. FIRE DEPARTMENT SIDEWALK TYPE SIAMESE CONNECTION Planning pa>~ PHASE;
•...'a 4 1/3 1/3 / / ANCHOR a D.LP. I j i `MAIN d Engint~ing pate Permit Submittal r,
~ RING a ~ MAIN I A ? i ~aa~ r_ .srs W 13 13 - " I~ STANDARD 4' MANHOLE RING AND COVER. yQg: COVER SHOULD BE LABELED WATER ff 2 _0" MIN, DATE;
y g 1/3 1/3 1/3 / / TRENCH TAMPED i e' . , . BACKFILL (SEE DETAIL 07000.03). i~5'-0" MAx. 4-03-2007 3'-0"
WALL MECHANICAL JOINTS ~ , { ANCHOR I a G ._f (TYPICAL} AL_ INI H ° FINISHED GRADE I 6" X 18° NO PARKING IN DRAWN eY;
6 1/3 t/2 1/3 1/3 i/3 RING F s I UNDISTURBED ~ CONCRETE SLEEVE FRONT OF FDC, ACH
SOIL FL oR . A FL OR ROADWAY CHECKED 9Y:
10 2/3 3/4 1/2 1/3 1/3 W SFr~ON VIEW PLAN VIE PAK
{ 12 3/4 1.0 2/3 1 /3 1 /3 7 ~ ~a
ttt _A` I ~ _ ~I MINIMUM - MECHANICAL ! REVISIONS CHECK VALVE W/BALL ,JOINTS i
~ 4 1 2 1/3 - 14 1.0 1-1/2 3/ / SCHEDULE DRIP AND CONCRETE -I THRUST BLOCK (TYP,) SUPPORT _ ~ a . (SEE DETAIL 06000J3) no. tevl/ion dote
~ 1 3 PIPE DIAMETER CONCRETE THRUST COLLAR ANCHOR RING RINGS REQUIRED - el a' _ _ ? JJJ i CD:REVISION 03.16.01 ~-~-f 1 4" PER FOOT SLbPE Ii ~ 4" D.I. PIPE °
A B C ~ .I MAIN > ° ° ~ ° a 2 TOC COMMENTS 04.03.07
_ _ 1 3 6° 8",12" 1'-O" 1'-0" 2" ONE ~ ~ UNDISTURBED 18 1-2/3 2 1/3 i 1/3 2/3 / ~ . , 3 DWO 03.28.07
EARTH '16" 1'-4" 1'-O" 2" ONE " (I . i e 4 TOC COMMENTS 04.09.07
1'-4" 1'-0" 3" ONE I A 20 2.0 3,0 1-2/3 3/4 1/2 20 " _ t a _.__'_...-..__..I ~.l MINIMUM (2) 5 NCDENR 04.11.07 n MINIMUM (2) 3/4" RODS W/ STONEASHED
r7,_, . ; -r-(1 fl" /"`~'.;1 ~d" 1'-4" 1'-0" 3" TWO aInIMlNOUs ainiMINOUS CRATING (TYP.1
I ! 1= Temnmy
0 4-1 3 2-1/3 1-1/3 2/3 30" 1'-4" 1'-2" 4" TWO J 24 3 / REINFORCING 1'-4" 1'-4" 4" TWO 36" NOTES;
MEW t) ALL SIAMESE CONNECTION'S MUST BE WITHIN 50 FEET OF A FIRE HYDRANT.
• CONCRETE SHALL BE 3000 P.S.I. MIX. NOTE: 6" TO 16" MAINS = 12-N0. 7 BARS 2) SIAMESE CONNECTION CAN BE ATTACHED TO BUILDING. DETAILS
y.21E: 20" TO 36" MAINS = 12-NO. 8 BARS CHECK VALVE W/ BALL DRIP NOT REQUIRED IF SIAMESE CONNECTION n IS TIED DIRECTLY TO THE BUILDING.
MINIMUM 4 MIL PLASTIC, BARS PLACED AS SHOWN FITTING SHALL H WRAPPED WITH A DETAIL No. cl 1 1
' NO CONCRETE SHALL COVER BOLTS OR GLANDS, DETAII"No. DETAIL No.
STANDARD THRUST COLLAR INSTALLATION 06000.14 CURB SIDE FIRE DEPAR'T'MENT CONNECTION 06000.18 SHEET 1 OF I
STANDARD REACTION BLOCKING 06000.13
EFFECTIVE: 07 ro1ro4 SHEET 1 OF + EFFECTIVE: 07101/04 SHEET + OF + EFFECTIVE: 07101/041

STANDARD MANHOLE RING k COVER
USE FOUR 3/8 INCH ANCHOR BOLTS (SEE DETAIL 07000.03) TO BOLT FRAME TO SPACER. USE ROPE
MASTIC SEAL BETWEEN FRAME dt SPACER. a. A
. 20" MAXIMUM 1, VERTICAL SPACING = i6" 4.C., ON VERTICAL WALL ONLY,
' 18" 12" CLEAR EXCESS PRESSURE RELIEF FROM MANHOLE BREAK POINT CLEAR . CLEAR (OR AT INSP. TEST) TO TOP OF RING AND COVER ~ - -
ECCENTRIC TAPER I CORROSI( 1 . - a""~ 1 TO SPRINKLER SYSTEM UNIT ! MATERIAL CORROSION RESISTANT 2. STEPS TO PROTRUDE 5" FROM FACE OF STRUCTURE WALL, MATERIAL AND SHALL WITHSTAND A VERTICAL LOAD OF 400 LBS. AND A
CLEAR ~ >,J CLEAR WATER MOTOR GONG ~ " ~ ~ " I ~ / ~ 2 -0 , 3 -0"~ OR 4 -0 2'_O" ~ , . i 1 I ~ HORIZONTAL PULL-OUT LOAD OF 10D0 LBS. WHEN INSTALLED.
(IF REQUIRED) ' WATER FLOW SWITCH I ~ 19" RISER PIPE (MUST TIE INTO A I 1/2" DIA' j 3. ALL STEPS SHALL BE VERTICALLY ALIGNED IN A STRAIGHT LINE,
i CLEAR 36" ° ALARM VALVE W9TH CEN1RAl STATION) STEEL R( 1/2" DIAMETER STEEL ROD CHERRY HUFFMANRCHITECT~
GAUGES AND RETARD
' " . i° ' : FOC CHECK VALVE ALL LIFT HOLES WHICH COMPLETELY APPROVED BACKFLOW ° . d. PREVEIVTER ASSEMBLY _ PENETRATE THE MANHOLE SHALL BE SECTION 135 E, Martin St„ Suite 101 Ralefgh, North Carolino 21801
SPRINKLER VALVE TRIM AREA " (f 8" CLEARANCE ON SIDES) _ FILLED WITH NON-SHRINKING GROUT (MOUNT HORIZONTAL ONLY) ~ 919,821.0805 919821,0720
APPROACH CLEARANCE n 4'-0", 5'-0", OR fi'-0" DIAMETER www.cherryhu Ifm on.com
t__.t a d TAMPER SWITCH
CLASS 350 FLANGED a XT RNA TNT HA L BE SEALED ALL E E L JO S S L DIP FITTING 12" MIN, ~ i TO FDC 0-RING OR BUTYL RUBBER JOINT WITH AN APPROVED JOINT SEALING MATERIAL
CLEAR _ i (18"-36" ABOVE i FlNISHED GRADE) 12 ~i'r~~~~,. Dewberry
REDUCER ~ =-~~F--~ I a REDUCER ELBOW ~ BALL DRIP VALVE ) I a { 4 ,`a C~uberry & CIBVIS, InC. 8901 REXWOODBORIVE
12" MIN. ~ Z RISER UNIT YYY SWTE 8)D \ RALEIGH, NG 21412
PIPE TAND CLEAR MAIN DRAIN MANHOLE STEPS ALONG A VERTICAL WALL OVER 5' \ PHONE: e10.BNAi0Y
m TO OUTSIDE THE EFFLUENT PIPE AND VERTICALLY ALIGNED a -a (SEE DETAIL 07000,02)
- BASE UNIT ' o MINIMUM (2) 3/4" Roo , NOTES; ~V SEALS
w/131TUMINOUS COATING ~ PRECAST CONCRETE INVERT I ~
ME TIN P IFI ATI 1 i 1. ALL MANHOLE CONNECTIONS SHALL BE D.t. PIPE E G S EC C ONS PIPE PREFABRICATED OR CORED WITH A ejepunp~yei ~ ~qR
° , < ~ ~ CONCRETE CORING MACHINE, a CONCRETE THRUST BLOCK fl MINIMUM (2) 3/4" ROD c 6 EI~ICAPSULATED STEEL STEP O
w/BITUMINOUS COATING e - 2. ALL MANHOLES SHALL BE VACUUM TESTED. o~o~•o'~~~•~~y~S cl~~ Q~©~ ti.9_;_c
" " 12" BEDDING (y57 STONE) SECTION A-~ ,
DETAILNo. DETAILNo. DETAILNo. F0~ A ICS r•~Rr' ~S''~"~LY
STANDARD SPRINKLER RISER STANDARD PRECAST CONCRETE MANHOLE 06000.17 07000.01 MANHOLE STEPS 07000.02 s~9~~~~:1..: ~•1S'~~~`•
EFFECTIVE: SHEET I OF 1 EFFECTIVE: O110I104 SHEET 1 OF 1 EFFECTIVE: 0710InD4 SHEET I OF 1
1 ^ ALL FILLETS STAN AR MANN a,,,K~e•~
- SOLID COVER FOR SANITARY i i/4" RAISED LETTERING D D OlE PIPE DIA. + 2'-0" 41 R t/4" RING k COVER j~a ~ C\ SEWER IN PAVED AREAS (RECESSED FLUSH)
~0~ ---~~'R \ (2) OPEN 1 2" It ~ ~ l~ PICKHOLES GRADE COMMON OPEN SPACE GARY PROJECT NUMBER 01-SP-022
FI LETS R 1 6" ~ ~ Z 1" DIAMETER L 0 / e q ' < o r,°; " INVERT SHALL BE
i - 187 D,I, PIPE SEC110N PIPE MAY ° I R'` 1/2 THE WIDTH & APPROVED
- ~ S a NOT ENTER THROUGH MANHOLE w a '~iA" HEI T OF THE y, / a GH Q ' / ~ ' CONE SECTION OR ITS JOINT a + EFFLUENT PIPE. TOWN OF GARY
\ y / ~ g ~ g BUILDING/ TRAFFIC BEARING CLEANOUT Approved By Date PER TOC DETAIL 07000.12 Planning Date
~ c> ~ p\, ~ ~ . v ENTIRE PIPE SEGMENT Tp HOUSE \ ~,A q 8~ BE D.I,P. EXTENDING TO
' R y ~ ~ J D.I. ~1 THE UPSTREAM MANHOLE a ° ~ e. " r,., 1/2" MINIMUM m 4.. TEE d ° d CLEANOUT AT PEOR 07000.10 Engin~nng Date
~ Q a r - ' ; D.LP. BEND TO BE PROPERTY LINE AND 07000.11
COVER TOP VIEW COVER BOTTOM VIEW > ENCASED IN CONCRETE a ` : a RING TOP VIEW a'-o" DIA, ~ _ e _ 10' MINIMUM SEWER EASEMENT
d ° I' D,I, PIPE .SECTION ° ~ c. ' , (20' IF SEWER DEPTH >3')
25 ~ I MINIMUM GRADE 1.0% SEWER MAIN
3/4 MIN. ~ d ~ a ~ _ EASEMENT
90' D.I. BEND d ° _ _ rep ~ ieT _ 23 1/2" ( ' INVERT ELEVATION OF DROP a
j'''''"' 10 N 1 a L1" WITHIN 20" OF MAINLINE d 4" D.I.P.
i ~ 1" +A r • t' a INVERT ELEVATION SERVICE LINE PUBLIC SEWER
1 i0 ° d trTlt... < ^ o e' CONCRETE ALTERNATE LETTERING ' - ENCASEMENT I LIMIT OF PUBLIC SEWER MAIN MAINTENANCE CONSULTANTS
24 3 4 MIN. - " ~ 3000 P.S.I. ( )
33 1 4" 3" SPECIFICATIONS; PROPERTY LINE SEALS
12" No. 57 STONE 1. CLASS 35 GREY IRON. p~ ~p~W " a" 2. COMPLIES WITH ASTM A48 CL358, SECTION LANDSCAPE
SECTION A-A 3. CASTING TO BE COATED WITH A WATER NOTES, McNeely Aesoclates 8501 McNeely Drive
MINIMUM WEIGHTS „ „ BASED ASPHALT PAINT (BLACK), 1. TO 8E CONSTRUCTED FOR ALL DROPS OVER 20", SECTION B-B 4. ALL LETTERING SHALL BE CLEAN, CRISP, Raleigh, NC 27612
RING 190 AND CLEARLY LEGIBLE. COVER 120 5. DOMESTICALLY MADE & MANUFACTURED 2. ALL MANHOLE CONNECTIONS SHALL BE CORED WITH A CONCRETE CORING MACHINE. 919.782.98'D7
TOTAL 310 IN THE USA, 3. APPROVED PRECAST DROP MANHOLES MAY BE USED. STRUCTURAL
STANDARD MANHOLE RING AND COVER DETAILNo, DETAILNo. s, STANDARD SANITARY SEWER SERVICE LINE DBTAILNo. tol5twade Akvenue bong
07000.03 STANDARD OUTSIDE DROP MANHOLE 07000.06 (TYPE I PAVED AREAS} EFFECTNE: 07f01/04 SHEET I OF 3 FFFECITVE:07/OU04 SHEET t aF 7 EFFECTIVE:07/O1I04 (CROSSING COMMON OPEN SPACE) 07000.10 Raleigh, NC 27605 SHEET 2 or Z 919,832.b507
od
COMPACTED E d 18" SQUARE CONCRETE / COMPACTED BACK FILL COMPACTED BACK FILL PLUMB MECN, ELEC t CIVIL Dewberry & Davis
ENCASEMENT\~ . /,~,i RaeigheNC 27807x3388
PVC SADDLE ° ° ? d ooooo? 919,881,9989
DIP SADDLE o ? ? ? o ? 61 SPEGAL GASKET BY THE " o o ? o ? UNDISTURBED UNDISTURBED \
PIPE MANUFACTURER WITH 18 0 ? ~ ? o ? d. SILICON SEALANT APPLIED ~ ~ ~ ~ ~ ~ ROOFING CONSULTANT TRENCH WALL TRENCH WALL
SOLVENT CEMENT SEAL TO BOTH SIDES ? ? 0 ? 0 ? ? \ ooo? ~ ~ Stafford Con4ulting Engineers 7424 Chopel HNI Rd, Suite 102
a Raleigh, N.C. 27607
1 o o - __._-.d- - o o fi, Phone) 919-852-1038 ~ ~
~o 0 I o o ~o o d. "r INITIAL ~ TOP OF PIPE
l ° to a l ~ < E SE,~ MAIN o o SEWER MAIN ° ° 0 0 ~ ~ BACKFILL
FLOW o o FLOW o o SPRING LINE I l0 0 0 o OF PIPE ` \ EMBEDMENT I ~ PROJECT ~ MATERIAL 1,;~ r
11" / < 0 0 to 0 1 PROVIDE RUBBER GASKET ~ H __-r_____..~ -.-------J CAST IRON DUCTILE IRON f ~ ; HAUNCHING ~ ~ ~ ~ ~ HAUNCHING EMBEDMENT , ~ ~T ~ MATERIAL
10-3/4" / 3000 P.S.I, CONCRETE CLEANOUT COVER 6" MINIMUM , \ E E-22 Elementary School ~ BEDDING 4' BEDDING MINIMUM
DOUBLE STAINLESS ASPHALT OR CONCRETE AS 1
STEEL BAND 2 STAINLESS STEEL BANDS DETERMINED BY TRAFFIC SURFACE 2"ASPHALT OR CONCRETE ~ ~ n FINISHED GRADE
Q I~,Q(p~ QUCTILE IRON PIPE BEDDING STANDARD BEDDING CLIENT
'=11- -I I~ - I i11= II- a" MAXIMUM SPECIAL BEDDING -~~I~II-III-I ~ 9'1/a" =T-I FOR 14'-20' DEPTHS Q=Q~~ FOR 3' TO 14' DEPTiiS
4" SEWER TYPE BRASS CLEANOUT _ -
CAP WITH COUNTERSUNK HEAD . I~i~ - 3,~ ° a . ° I ~ Wake County rte:
SAND CUSHIDN ° PI SEAL CASK T Public School System EMBEDMENT MATERIAL MUST BE CLASS I (N0. 67 OR N0. 78M WASHED STONE IS TYPICALLY USED).
. ~ E 1. EMBEDMENT MATERI
1, PVC SOLVENT CEMENT SHALL BE USED FOR PVC SADDLES. • ° ~'a 2 EMBEDMENT MATER I I ~ 6" MINIMUM EMBEDMENT MATERIAL SHALL BE COMPACTED TO A MINIMUM 95% STANDARD PROCTOR DENSITY FOR CLASS I MATERIAL,
2. TRUSS SADDLES SHALL BE USED WITH TRUSS PIPE, 3000 P.S.I. CONCRETE + 3, STANDARD BEDDING f~ i u i I1=1 I I~ I ~I I r SOIL TYPE, OR MO STANDARD BEDDING SHALL BE UTILIZED FOR ALL CASES WHERE TRENCH BOTTOMS ARE UNSTABLE DUE TO C SOIL TYPE, OR MOISTURE CONDITIONS. ~„~Q
3. DIP CONNECTIONS SHALL BE MJIN-LINE WYE OR ROMAC SEWER SADDLE TYPE CB OR OTHER AS APPROVED, 6" PVC ENCASEMENT PIPE 4" PVC PIPE 4, ALL SANITARY SEW ALL SANITARY SEWER LINES LESS THAN 3 FEET AND OVER 20 FEET IN DEPTH MUST BE D.I.P.
DETAILNo. DETAILNo. DBTAIL No.
STANDARD SANITARY SEWER LATERAL CONNECTIONS CLEANOUT COVER ASSEMBLY TRAFFIC AREA BEDDING F 07000.11 07000.12 BEDDING FOR FLEXIBLE & SEMI-RIGID SANITARY SEWER PIPE 07000.13 ~
EFFECTIVE: 07A11ro4 SHEET t OF 1 F,gFg,~`7B; 09/08!05 sl~Er t aF t EFFECTIVE: 07/01/04 O SHEET 1 OF 1
rn HI-VISIBILITY CROSSWALK STANDARD CROSSWALK F} `I~~y
z a 6" THICK
~0O STOP BAR ~I-~v ~I ~ U7 ri ri ~ C7 . O ~ B WHITE 000= CONCRETE BITUMINOUS SURFACE COURSE 4000 PSI
'm''=~=D BIDEWALK CROSSWALK LINES Va1 Z
=~01 m W LL= • =000 q' IN• 9~ pIN. < ~0M 24" PROJECT NUMBER;
Z'"' r~ ~ TO RIAN y H o w ~ pLK PEDEST ~ W n ~ ZD CHOSSW pLK p 047 10031800
1 Z.~ p p. „ D Q PHASE;
yo dg D .o . D Z 24 WHITE , ~ o °D ° .o ° c 3 ° D ° °v 0 A Permit Submittal
CRDSSWALK LINE p ' 0 'p ' D D ° D ° ° D ° ° 3„ p ° D ° ° o0 o ds~''' "O oATEI 00 ~ ~
24" SAP SIDEWALK ~ ~ 0 0 •~I-II,.I. 4-03-2007
24 WHITE
CR08SWALK LINE ~ _I ~=III,;.II_~I~IIII~III; , DRAWN BYt
ABC, 6" THICK Z -0 ACH
2 ~ ~ 10' YIN. WIDTH WCR ~ CHECKED BY; PAK
m~H 0yY off= z~
N N SECTION AT JUNCTION WITH ASPHALT PAVEMENT REVISIONS
~ ~ T1(PICAL CROSSWALK APPLICATIONS s * GENERAL NOTES ~ =y N F.I 3 ` AADIU8 .TNE MINIIN~ WIDTH OF STANOAI~ CAOSSFb1LK8 I8 S FEET. O ~ no. revi4lon date
.i 0 tHE MINIMUM WIDTH OF HI-VISIBILITY CR088WALK8 IS p ~ l~ ~ 10 FEET, 1 CO; REVISION 03.18.07
A p HI •VISIBILITY CROSSWALK -CENTER CROBBWALKS TO TNEIR tXA1AESPONDINO WNEELCHAIR p F• ABC =AGGREGATE BASE COURSE 2 TOC COMMENTS 04.03,07
~ ~ i RAIM'S, BUT DO NOT 8ET THEY WITHIN THE INTERSECTION ZZ = ~ I K I K AREA ESTABLISNED 8Y BISECTING THE INTERSECTION RADII. Q F CC NOTE: 3 ow4 03,28,07
~ -PLACE BTOP BARB A MINIMUM OF 4 FEET FROM NEAREST N N G1081WIALK LINE BUT NOT WITHIN THE AIIEA OF A 4 TOC COMMENTS 04,09,07
"l.• ~ ` ~ ` WNEELGNAiN NAYa- PUCE NTCP MANE PlI1LLLEL TD = n ~ nnn,nnr rvner. it•,n,.i inu mr ,a ~n~ n n unv
67 ~ T. STANDARD ' CR6WikK LINES, - BUT ~.EE PLACED PERPENDICULAR N < W x N CROSSWALKS + TO TRAVEL LANES. -i H3 CL I. rrrtvvvr_ r_nrHlX31Uv JVmI 3 W JV V.U IVIf1A 5 NCDENR 04.11.07 AND AT FIXED OBJECTS
O 7 -COORDINATE PLACEMENT OF CROSSWALKS IN ALL CASES co
w WITH THE LOCATION OF WHEELCHAIR RAMPS. W 2. PROVIDE CONSTRUCTION AND CONTRACTION
~ I JOINTS ® 15' O.C MAX IN GRID PATTERN-UNLESS
RADI LEGEND s ~ OTHERWISE NOTED ON DRAWINGS
10A, RADIUS « DIRECTION OF r~ » TRAFFIC FLOW DETAILS
, HEET 1 OF i ZEN O WHEELCHAIR RAMP SHEET 1 OF 1 TYPICAL CONCRETE PAVEMENT AND
1205.07 1205.07 ASPHALT PAVEMENT JOINT DETAIL 0118

1'-O"
1/2" CHAMFER (TYP) F WINGWALL TOP 0
°I I (SEE HEADWALL DETAILS) U d
d ;
° " ° SMOOTH FORMED FINISH
ON CONCRETE SURFACES NEW ROAD PROFILE
' \\/\\/\\j\/\/\/ ~ WHERE EXPOSED TO VIEW CENTERLINE EL=289,30
° CHERRY HUFFMAWRCHITECT~
TE \ \ ° , . d N \ RAL \ T T \ R AL NER E /i,,/ 135 E. Martin St„ Suite 101
d ° Raleigh, North Corolino 27801 919.82L0805 919F821,0720
1~ ~~~~~(~~Q #4 AT 12" O.C, FOUNDATIONS d www.cherryhuffman.com
1 F UNDATION DESIGN IS BASED ON A SUBSURFACE INVESTIGATION BY FROEHLING & . 0
ROBERTSON, INC. DATED DECEMBER 22, 2006 (F&R PROJECT NUMBER G66-273G).
~ Dewberry ~ 0
2. FOUNDATION BEARING PRESSURE USED IN DESIGN POUNDS PER SQUARE FOOT) 7 RTICAL ° ( ~ VE » ~ ~ P~~ oewbefry & Davis, Inc.
A 1 " O.C. ~5 AT 12 O.C. 2 500 PSF BAR T 2 d ,o . FOOTINGS AND BASE SLABS ~ " ~ ~ QQ ~P ~Qy ~QOO.t1 1~P Q0 y1Q' ~P Fam sEZwoooeonwE SUITE ap I~~ p RALEpH,NC21012
2 2 ~ v `~~0 ~(,QQ ~~~C+jo ~(vPQ ~40 ~~p PHONE: 910.161,Yi0A rn ~ V ~ n FA1f:97Y.Bet.AiP9
3. ALL COMPACTED FILL, EXCAVATIONS, SUBGRADES, AND BEARING SURFACES SHALL BE 2 CF/LF OF WASHED CLR - ° ° ,CLR V O(~ 0[ V O~(
OBSERVED AND TESTED BY A GEOTECHNICAL ENGINEER REGISTERED IN THE STATE OF STONE WRAPPED IN ; a NORTH CAROLINA OR A QUALIFIED GEOTECHNICAL TECHNICIAN WORKING UNDER THE DIRECT FILTER FABRIC ALONG Q `a b Q h oQ h a SEALS
( SUPERVISION OF A REGISTERERED ENGINEER TO VERIFY SPECIFIED GEOTECHNICAL ENTIRE LENGTH OF o 00 3" DIA, PVC PIPE WEEP ~0 g0' ~0 ~0. ~ ti~0, v~
) RETAINING WINGWALL ~ ; HOLES AT 5 -0 O,C. CONFORMANCE REQUIRMENTS• p ~j~p MAXIMUM SPACING ~ _ _ y1P ~ 0 deequuegee/i
RFA E CONTROLLED BACKFlLL, o 00 , , ; .p 0~, 4, THE STRUCTURAL ENGINEER OF RECORD IS NOT RESPONSIBLE FOR SUBSU C o00 /
CONDmONS ENCOUNTERED IN THE FIELD CONTRARY TO THOSE ASSUMED FOR DESIGN, SEE GENERAL ~ o 'y /
TURAL NOTES STRUC ° 0 / 0~ S Slily ,~1'•~4 . ~ 4~' ~ 9 S
" ANDHELO R ~ C 5. WHERE CONTROLLED BACKFILL IS SPECIFIED BEHIND RETAINING WALLS, H 9~ / ~ 12'x7' 12'xs' ~ ~ ~ ~°ry~°c° FI~ D~ I~S
EQUIPMENT SHALL BE USED IN COMPACTING BACKFILL APPROVED BY A GEOTECHNICAL 1 o I ~ / L_ M THE RETAINING WALL OR \ ENGINEER IN AN AREA DEFINED BY A 45 ANGLE FRO 1 d d 5~ FOR IEV~P ~dLY
" ! 5 FOUNDATION WALL BASE. WALK-BEHIND OR RIDE-ON VIBRATORY DRUM COMPACTORS ARE ~6 AT 12 O.C. CONT 2x6 ~•g9~j•. ;~61NEE:•~~~0~•
" " \ NOT ALLOWED TO BE USED IN THIS CONTROLLED BACKFILL AREA, KEYWAY ~ F~q A ..K1Seee,~
° „ 266,90' UPSTREAM WINGWALL ~eeenninee~
6. LOOSE OR SOFT SOILS SHALL BE CLEANED FROM FOUNDATION EXCAVATION BOTTOMS PRIOR ° ° d ....d ° ' 265,90' DOWNSTREAM WINGWALL) ( a, TO PLACING OF CONCRETE. SUBGRADES NEEDING UNDERCUTTING SHALL BE BACKF1LLED TO ° ~ tl NT.
N , , d , (6) ~5 BARS CO THE ORIGINAL SUBGRADE ELEVATION WITH SUITABLE FILL (LEAN CONCRETE OR A GRADED I Y . e . °ed ° , + e q d
WASHED STONE SUCH AS NCDOT No. 57 OR No• 67 AGGREGATE) UNLESS DIRECTED d
OTHERWISE BY THE. GEOTECHNICAL ENGINEER. d , ` ° , ` ~ Q . (3) ~5 BARS CONT. \~,tNUtiilflfpr
R SHOULD BE PLACED ON THE SAME DAY THAT EXCAVATIONS ARE R ~ ° 7, FOUNDATION CONC ETE \~~.~~~N CARp~~%~%
F WAT R INTRUSION OR ~ ~5 DOWEL BAR AT a ' , . ° ~7 DOWEL BAR AT - MADE. IF THE BEARING SOILS ARE SOFTENED BY SUR ACE E ~ ITH
EXPOSURE THEN THE SOFTENED SOILS MUST BE REMOVED FROM THE FOUNDATION 12 O.C. WITH ~ 12 O.C. W
' F NCRETE. IF THE EXCAVATION 20" LAP SPLICE 2 5 e 34" LAP SPLICE EXCAVATION BOTTOM. IMMEDIATELY PRIOR TO PLACING 0 CO O # CULVERT ~ PRECAST CONCRETE ~ RElIlE~f4SES LILY
- MUST REMAIN OPEN OVERNIGHT, OR IF RAINFALL IS IMMINENT WHILE THE BEARING SOILS N RETE 2 000 PSI MINIMUM 4'-0" 1'-0" 2'-0" 6'-0" OF #57 OR ARE EXPOSED, THEN A 1 TO 3 INCH THICK LAYER OF LEAN CO C ( , DESIGN BY MANUFACTURER
STRENGTH SHALL BE PLACED ON THE BEARING SOILS BEFORE THE PLACEMENT OF #67 STONE BEDDING v ,F ~P: , NC 1 NE ~Q,~~•
REINFORCING STEEL. 7'-0"
INV. 268,90 mun1~~ ~ .INV, 267,90 12" #57 STONE TO MATCH NATURAL ''/~i~y A~ ~4~\ \
LOW FLOW OF THE CHANNEL
1, UNLESS NOTED OTHERWISE, ALL CONCRETE WORK, DETAILING, FABRICATION, AND PLACING OF
REINFORCING SHALL BE GOVERNED BY THE LATEST REVISIONS OF: a-a
A, ACI 301, ACI 315, AND ACI 318. N.T.S.
B• CRSI RECOMMENDED PRACTICE OF PLACING REINFORCING BARS. UPSTREAM HEADWALL DETAIL
C. ACI 306 AND ACI 305 FOR COLD AND HOT WEATHER CONCRETING RESPECTIVELY. N.T.S.
8" 1/2" CHAMFER
2. ALL CONCRETE SHALL BE NORMAL WEIGHT WITH A MAXIMUM UNIT WEIGHT OF 150 POUNDS CONSULTANTS
PER CUBIC FOOT AND SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4,000 SMOOTH FORMED FINISH SEALS
PSI, ON CONCRETE SURFACES TOP OF WALL WHERE EXPOSED TO VIEW ° (SEE HEADWALL LANDSCAPE
3, REINFORCING STEEL SHALL CONFORM TO ASTM A 615, AND SHALL BE GRADE 60. ~ ° ELEVATION DETAILS 2 d. ) McNeely Associates
° 5501 McNeely Orive
4. REINFORCING BAR LAP SPLICES AND HOOK DIMENSIONS SHALL BE AS REQUIRED PER ACI CLR 318 UNLESS OTHERWISE NOTED, NEW ROAD PROFILE Rolelgh, NC 27812 CENTERLINE EL=289,30 919,762.98i/7
\ ~ T 1 , ~4A 2 O.C d SPACING
p \ ~ ~ , RECAST CONCRETE BOX CULVERTS; ~ ~ ~ \ STRUCTURAL Lasater, Hopkins, Chong
CATIONS SHALL BE SUBMITTED FOR ~ ~ ~ ~ ~5 DOWEL BAR AT 1, PRECAST CONCRETE SHOP DRAWINGS AND DESIGN CALCU \ ~ ~ \ ° 1015 Wode Avenue
,m u I NEO AND SEALED BY A ENGINEER \ ~ ~ ~ \ 12 O.C. SPACING. REVIEW PRIOR TO FABRICATION AND SHALL BE S G u " Raleigh, NC 27605
P I IN THE STATE OF NORTH CAROLINA, ~ ~ ~ ~ ~ DRILL 3 4 DIA. x 6 HOLE LICENSED TO RACT CE ~ ~ ~ ~ \ ~ / \r\r\~r\r\r\~r 919,832.5587
INTO PRECAST CULVERT TOP 2. PRECAST MANUFACTURER TO PROVIDE ALL EMBED PLATES, DOWELS, AND MISCELLANOUS SLAB AND SET DOWEL INTO
IR D TO COMPLETE INSTALLATION OF BOX CULVERTS AND AS SHOWN ° HIGH STRENGTH EPOXY WELDMENTS AS REQU E 0 Q PIUNB MECN, ELEC Bt CIVIL \~0 Dewberry ~ Davis
ON DRAWINGS. - DOWELING SYSTEM, p ° ° 0 ~ 2301 Rexwoods Drive ~ v ~ ~ Rolelgh, NC 27807-3388
°d ~ 'd.°°n ° ° BOXY DOWELING SYSTEM, , d: ° : < . ° , 275.9 (UPSTREAM} PO~,~Pv~' ~P~~ ~Pp~~P~' ~P~~ PO~~P~ ~P~~ 919.881.9989
274.9 DOWNSTREAM ~ 0~~,O~y ~~0 G~~~Q ~~0 0 ROOFING CONSULTANT
1, EPOXY DOWELING SYSTEM SHALL CONSIST OF AN INJECTABLE TWO-PART
EPOXY COMPLYING WITH THE REQUIREMENTS OF ASTM C881-90, TYPE N, 0~ ~ 0~ ~ 0~ Stafford Consulting Engineers
GRADE 3, CLASS B AND C EXCEPT GEL TIMES, THE EPOXY DOWELING SYSTEM SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S PRECAST CONCRETE CULVERT 7424 Chopel H81 Rd, Suite 102
INSTRUCTIONS, AVAILABLE PRODUCTSt DESIGN BY MANUFACTURER, ~ OQ ~h b OQ ~h OQ ~h a Raleigh, N.C. 27607 ~ 1 ~ 1 ~ ~1 ~V Phone; 919-852-1038
DESIGN CULVERT FOR WEIGHT ~ OA
EPOXY ANCHOR SYSTEM ITW RAMSET, ~ ~ A. EPCON SYSTEM CERAMIC 6 AND CONCENTRATED MOMENT ? 0,~ / ~ i OAP
B. HILTI HIT RE 500 EPOXY ANCHOR SYSTEM, HILTI CORP• -IN-P C HEADWALL ~ FROM CAST LA E / C. POWERS RAWL DOWEL-FAST SYSTEM, POWERS FASTENING, INC. ~ / ~ ' ~ 0~ PROJECT
D. SIMPSON EPOXY-TIE SET, SIMPSON STRONG-TIE ANCHOR SYSTEMS O~y C
(USE OF SET-PAC SYSTEM NOT ALLOWED), / C C12'x7' 12'x8' ~ ~ ~~~~ti4
d d ~ 5, E-22 Elementary School
5' INVERT VARIES
° Q. a a° SEE ELEVATION
° ° ~ . e.' d ' ° .d ° ° ° ° d > ° °
O O CLIENT
Wake County
N ALL E TI ENDW Public School System
N.T•S. b a
Q~BU C~,
F 7 R 6 0 0 #5 0 PRECAST CONCRETE CULVERT
67 STONE BEDDING DESIGN BY MANUFACTURER ~
PROPOSED ROAD
PRECAST BOX CULVERT to
INV, 267.90 MASTIC INV, 266,90 12" #57 STONE TO MATCH NATURAL ~`c LOW FLOW OF THE CHANNEL
„ WATERSTOP
PROVIDE SAND AS SHOWN - - CAST-IN-PLACE
MIN. 2' DEEP-APPROX. CONCRETE `r~,1~11C : WINGWALL _ DOWNSTREAM HEADWALL DETAIL
00 1 V tel. ~a ° EXISTING GRADE 16 (SEE SECTION N.LS. PROJECT NUMBER:
PROVIDE SAND a-a) d 10031800
• AND 57 STONE PHABE7
142 LF ~ SEE SECTION a-a „ (MIN, 5 OUTSIDE/ FOR REINFORCING Permit Submlttol
\ OF 36 RCP OF WING WAIL' DATE:
~ 0,50 TYP. BOTH ~31DES)
PROVIDE #57 STONE 4-03-2007
' WINGWALL -HEADWALL MIN. 5 EACH SIDE DRAMN BYt
of cuLVE , ~ JOINT DETAL • ACH
;r:~ CHECKED BY:
c-c ' 12'x7' AND N•TS. PAK
APROX. 72
12'x8' BOX 1~_0» REVISIONS
CULVERTS no. revision date 1 CD:REVISION 03,16.07
145 LF • 2 TOC COMMENTS 04,03.07
71 % PLOWABLE FILL P VI 57 STONE ~ 0• RO DE # 3 DWO 03.28.07
' P MIN. 6 DEE } ~ P r uLVERT 4 TOC COMMENTS 04.09.07
PRECAST CULVERT RECAS C SIDE WALL a • SIDE WALL 5 NCDENR 04.11.07
CARY PROJECT NUMBER 07-SP-022
APPROVED
TOWN OF CARY
PROFILE Approved By Date CULVERT
CONSTRUCTION N.T.S. JOINT WITH SEALANT Planning Date DETAILS
Engineering We
d-d N.T.S. C1 17

' n ! f i ~ i~ ~ _ ~ _ ~ \
CONSTRUCTION SEQUENCE FOR STREAM CROSSING ~ ; ~ '~t - . .
f ' ~
. i ~ 1. Part of the overall Preconstruction Conference held before beginning any Land ; > l
t . /
Disturbin Activit . ~ ~ ~ ~ ~ ~ \ ~ ~ .r. -
2. Contractor shall have a co of the a roved Erosion & Sediment Control Plan ~ ~ PY PP ~ ~ ,
~ ~ \ with any revisions on site at all times. , s~ ~
` CULU'EERT 3. Contractor shall install a rain gauge on site. ~ , ~ CULU'EERT HEADWALL ~ W CHERRY HUFFMAMRCHITECT:&
INV.,' 267.! INV„' 267,9, ~ ~ O ~ ~ 135 E. Martin St„ Sulte 101
9 P Y P ~ ` , 4, Install ravel construction entrance ads if not alread in lace and ' 1 ~ , O ~ I
tem orar culvert crossin with tem ora ravel road to access school site. ~ ~ CENTER LINE OF STREAM ; P Y 9 P ry g a~ O I ~ , (LOCATED IN FIELD) i I 919.621,0805h Car 9191621 07 20 ,
i 5. Install silt fencin alon the down rade ed es of the disturbed area as shown C> \ ` 9 9 9 9 , TEMPORARY 30" CMP ~ ,.-'J , i wrrw.chenyhuttman.com
O y on drawings, Clear only areas required to install erosion control devices. ~ ~ P'uMPS SHOULD DISCHARGE CULVERT ®0,50% h r'` ~
O O \ ~ t
6, Install tem orar stream dams diversion ditch and um around area of O~JTO A STABLE VELOCITY ~ P Y , P P ~ ~ , , 'n DI~SIPATOR MADE OF RIP RAP _ 1, ~f ew erry ~ U 0 r.,,. ~ I _ o~ E1eviB,
construction. y. ~ ~ ~ OR~SANDBAGS y~ ~ ~ ~ ' l s~+AOnvcwasowue
7. Install footers for both headwalls. ~ ~ ~ ~ ~ ; ` , ~ ~ ! RAIEIpH.NCP761P J i 1 ~ ~ . ~ ~ . PapN@ Wa.a11,118a
8, Install culvert i es with beddin . P P 9 ~ - ~ ,
9. Construction headwalls per detail, ~ / ..J-~ f
t \ ~ TEMPORARY DISCHARGE ~ I , ~ ~ / , ~ r SEALS .r ~ ' ~
1 P h adwall ~ ~ ~ 0. lace fill and ,compact over pipe and grade to e s. ; , ~ I~osE ~ ~ ~ ; ~ ~
11. Provide tempora seedin after clearin and rubbing operation if the area is + ~ i ry 9 9 9 , O ~ f ~ ; r ~
l~ ~ to remain undisturbed for more than 15 workin da s or 60 calendar da s, \ S~ 9 Y Y ; , , ~O SF ~ a•~~~~ A R~l~~•.
' ~ \ T~ul RARY 36'~ RCP whichever is less. Provide permanent seeding within 15 working days or 60 ~ , \
' \ V 9' T 8.01 . ~ L ~ ®0.50a ~ . sF ~ FIB ` D~4 I~GS
calendar days, whichever is less, of establishing final grades. Slopes shall be ~ ~ , S K 6 TO PROVIDE HEADWALL i rJ I .,~`~J F0~ R IEVB~P~P OILY
seeded within 21 calendar da s. ~ , NAT OTTOM INV. 6 Y I ~
12. Install lute matting on side slopes that are 4.1 and greater. ~ , N \ / ~
13. As storm s stem utilities and roadwa s are constructed the Contractor shall ~ \
Y ~ Y ~ ~ ~
nstall tem orar erosion control devices, such as inlet rotection, silt fence, ~ ~ \ , P Y P 1~, ~ , a 'N ~ A ~ i .I
etc. ~ A r , ,
' \ 14.Conr r hllk r ~ t acto s a eep ecords of rainfall amounts and dates, and \ ~ Ir~- ~
. ~ , : _ inspections observations on a Stormwater Inspections for General Permit N~ \ , ~ ~ I _p
~ ~~9~ i
NCG010000 sheet. 1 't A i HORIZONTAL SCALE ,
15. The Contractor shall ins ect area around culverts at least twice a week and l ~ ~ P
a ti within 24 hours of every rain and the Contractor shall maintain the devices / , ,
according to the North Carolina Erosion and Sediment Control Planning and / , , , , ~ \ `
i~, ~ 61 ~ 1 INCH 20 FT. . ~ , ~ 1 ~ i
Desi n Manual and the Town of Ca Standards. ; / ~ ~ g ry ' . / SF _ 1y ~ ~ t y , I ,
16. Pumping operation shall remain place until slopes are seeded and mulched, and r y.- . ~'c- ~ ~ ~ ~ 1 1 ~ I ` . E~` ~ ~ , ~ ~ Q-~` j 1 x 8' ~ CONC ~ T ~ - Q
r v In dissipato s ha a been sta led. B0~ CULVERT , , a _ r_ ~ ; 0 ~ ~ ~
N \ , 1 1 17. After disturbed areas are stabilized, as approved by the Town of Cary Inspection ~ ~ ~ ~
~ ~ ~ ti ~ ~ ~ ~ P4 v _ ~ q , '
De artment and the Owners re resentative. The Contractor shall remove the ~ P P ~ . , N \ ~ ~ 12 x 7 CONCRETE CONCRETE ` ~ ,
tem orar devices and ro erl dis ose of the tra ed .sediment. The P Y P P Y P PP ~ ~ ~ BOX CULVERT 1 , i ~ ~ VERT ~ i
Contractor shall stabilize the areas disturbed Burin the removal o eration b / ' ~ v 9 P Y , E 1 I
. ~ ! ~ a I in seed, mulch, and ute mattin accordin to the schedule and details i < , ~ \ \ \ 18 ,
PpY9 1 9 9 ~ 1, ~ ~ ( CONSULTANTS ~ ~ \
shown on the lans. ' ~ I ~ ~ ~ ; P k ~ ~ ~ W ~ ` SEALS ~ l LANDSCAPE
J ~ li / l ~ m i ' ~ McNeely Associates
N ~ i r NOTES; ~ ~ ! , ! / \ ~ t 1 i ~ 5501 McNeely Drive
~ ~ t ~ Raleigh, NC 27612 919,762.9697
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF GARY AND ~ , ~ > ~ I
NCDOT STANDARDS AND SPECIFICATIONS. i . _ ~ rv ~ ~ / ~ ~ p ~ ' , ~ ~ STRUCTURAL
r~' . , y Laaoter, Hopkins, Chang
2. SEE SHT C 120, C 121, L604, & L605 FOR EROSION CONTROL DETAILS. ~ ~ 1015 Wade Avenue ~ . ~ ~ ~ A Raleigh, NC 27605
~ ~ 4J~r,y,_~: + l ~ ~ `j~ i , r I S 919,632.5597 f ~ , ~ ~ ~ ` ,
, Z = - 1 ~ 3. PRECAST CONCRETE BOX CULVERT STRUCTURES SHALL BE ADEQUATELY ~ i r ; ~ ! .t PLUMB NECH, ELEC !e CIVIL
_ DESIGNED TO SUPPORT HS 20 HIGHWAY LOADING AND THE AMOUNT OF f, . ~ , CUL R HEA WALL +r~ \ ~ INV ~ ~ ` Dewberry g Davis
BACKFILL INDICATED ON DRAWINGS. PRECAST CONCRETE BOX CULVERT ~ ~ ~ ' i' ; ~ ~ ' ~ ; ~ ~ ~ ' , ~ ~ 2301 Rezwoods Drive ~ ~ 1 ` ,
. j ,r' ~ - _ _ ~ ; ~ ~ ~ ti\ 1~„~, ~ ~ Ralelgh, NC 27607-3368 11 l ~ ~ / , ~ ~ 919,861.9959
STRUCTURES SHALL BE DESIGNED TO RESIST HYDROSTATIC UPLIFT / ~ ~ ~A~ ~j t
FORCES USING THE ASSUMPTION THAT GROUNDWATER LEVEL COULD \ J ~ TEMPOR RY fEMPOR RY / ~Y~ ~ ~ l 1` , ~ i ROOFING CONSULTANT
REACH GROUND SURFACE ELEVATION, ~ , ~ ` - DISC GE
\ ~ ~ HOSE i I ~ P ~ ' I I 's ~ Stafford Consulting Engineers MDSE \ ' 7424 Chapel Mill Rd, SuIU 102
4: PRECAST CONCRETE SHALL BE 5 000 PSI MINIMUM. ` TEMP, F ' I ~ NCDOT STD X38.01 TEMP, PUUP P , T RY EAN Ralelgh, N.C. 27607 f8,01 I
HEADWALL GIWA ER DIKE ~ Phone; 919-852-1038 ~
_ =-i l ~ S ~ INV. 269.00 y-- , l - ,
\ Dp TIE TO EXISTING i ~.1 INTAKE HOSE 1
~ ~ ~ ~ TEMPORARY ~€At~~ PROJECT ARY CL€At~..• i ~ ? ~ , ' ~
GRADE TYP ~ ` . - , ~4 ~ ~ ~ ~ v WATER DIKE TOP EL~ )IKE TOP EL~V. ~ ~ ~ \ ~ ~ ,
n ~ P .~Il \ r ~;1! ~ 270 y !U ,,T _ 4~ ' ? C~jNTE iLINE OF~~ STR(:AM E-22 Elementary School
, t r ~ ~ i ~ ' (LOCAT D IN FIELD i , '1 ' ~
( ) .r ~ ~ i
TYP. ~ r~~' i ~ ~ ~ - ~ ~ , DEWATERING TEMP, SUMP-HOLE IflR!' l ~
r DEVICE POOL (12" TO 18" F~DEEP CLIENT
i ~ INTA E HO ~ ~ 2 DIA,) ,f I GARY PROJECT NUMBER 07-SP-022
/ ~ LIMITS ~ ; J \ 3.1 SLOPE (TYP) ~ ~ ~ CENTER LINE OF TER LINE OF STREAM j APPROVED
WHER RE UIRED ~ U ~E ! ~ ~ LOCATED IN FIEI E Q / ~ ~ ~ ti , ~MP. SUMP-HOLE OR _,'',I;', . ( ~ r ~ PROVED ~ ;ATED IN FIELD) 1 ~ i TOWN OFCARY Wake County
- ~ ~ ~ ~ ~ POOL 12 TO 18 ATERI ( Q ~ , I APPS w DatePublic School- System t Planning Date
' 2' FT FT ~ 0, ~ i1 ICE I I DEEP 2 DIA.) 1 0.02 ~ 02 FT FT P . \ r 1 [ ` 3 I Z 4 i Engineering Date
. i Q~BU c~
/ ~ FLOW ~ ~ ~ ~ / /
~ ~~~i
„ IlW'ERVIOUS SHE 8 ABC ERVIOUS SHEETING t'A
GEOTEXTILE COMPACTED ~ BASE FLOW + I FOOT ~ `4~
~ f--- FABRIC SUBGRADE CLASS B EROSION STONE w WORK AREA (2 FOOT MIN.) ~{J * ~~y
I TYP
N TES; ( )
1. PROVIDE 8" ABC GRAVEL DEPTH. A ,
2. PROVIDE 3:1 SIDE SLOPE OVER CULVERTS. NOTES
D D D D PROJECT NUMBER;
CROSS SECTION OF SANDBAG DIKE 1, SANDBAG DIKES SHOULD BE SITUATED 10031600
T R I MP A AT THE UPSTREAM AND DOWNSTREAM PNASE:
NOT TO SCALE ENDS OF THE WORK AREA AND STREAM Permit SuDmlttol
FLOW SHOULD BE PUMPED AROUND DATE:
NCDOT #5 OR
#57 WASHED STONE Y2 DIAMETER OF PIPE 0 ~ ~ THE WORK AREA. THE PUMP SHOULD 4-03-2007 ~ ~ DISCHARGE ONTO A STABLE VELOCITY DRAWN BY;
25 ~ 0 DISSIPATER CONSTRUCTED OF RIP RAP ACH
OR 12 WHICHEVER I TYP. IS GREATER ~ ~ ~ 10" ~ OR SANDBAGS CHECNEB BY;
PAK
CLASS B EROSION STONE ~ O 2, WATER FROM THE WORK AREA SHOULD
N 1.5' BE PUMPED TO A SEDIMENT FILTERING REws~oNs
~ ~ N MEASURE SUCH AS A DEWATERING no. revision dote
~ Q d ~ ~ ~ ~ BASIN, SEDIMENT BAG, OR OTHER , CD;REVISION 03.16.07
D D D D D D D D d ~ ~ 0 ~ Q 1.5' APPROVED DEVICE, THE MEASURE 2 TOC COMMENTS 04.03.07
SHOULD BE LOCATED SUCH THAT THE 3 DWQ o3.2s.o7
D D D WATER DRAINS BACK INTO THE CHANNEL 4 TOC COMMENTS 04.09.07
- I l^~ ~CC I RIpR~P a ~nnrue n• n~
FILTER CLOTH - Nt;uU i If o UK
i #57 WASHED STONE NE I N., , ` SIDE VIEW DIKE tiLLUW l Mt UUWN51 KLAM SANUbAU PLAN VIEW
VELOCITY DISSIPATOR 3. AT THE END OF EACH WORK DAY, THE
DISTURBED CHANNEL SHALL BE MATTED. CULVERT
CAPACITY OF PIPE = BANKFULL FLOW STREAM
TEMPORARY CULVERT DETAIL CHANNEL TEMPORARY PUMP AROUND DETAILS D ETAI LS
NOT TO SCALE NOT TO SCALE Cl 16

R/W R/W R/W R/W R/W R/W
75' RIGHT Of WAY 75' RIGHT OF WAY 75' RIGHT OF WAY
• 7.5' 2.5' 5' S' 2.5' 7.5' 10' S' 5 5 5' S' TYP,} (TYP,) (TYP.) (TYP,) (TYP. (TYP,) 5' S' S (TYP,) 45' ROADWAY (TYP.) (TYP.) 2 5'
( 45' ROADWAY ) 2.5' (TYP,} 5 (TYP,) (TYP,) 45' ROADWAY (TT'P•) (rn'•) 5' sDEwum ~ TYP.) AsPHAU p1EENWAY ututr srnw anon srnw anon srmr 0.avwx (TYP.)
TYp, SEIEWALN uTAItY streP usuTV smP 50EwAx (TYP.) ( •1 o.oz
0.02 „ x.02 ~ 0,02. 0.02 0'~2-~ ' 1
•J I R/W CHERRY HUFFMAMRCHITECTIEx
I I I I R/W I I I 135 E, Martin St„ Suite 101
SEE DETAIL R/W ( SEE DETAIL R/W R/W r RAN ' 3000,02 TYP, 10' I ~ 75' RIGHT OF WAY ~ 5' aie eii,ososh Caro9M~a~21 0720
J~ RIGHT OF WAY o~000.02 (rYP.) I ~5 RIGHT OF WAY o ( ) 45' ROADWAY SECTION (TYP.) t www.cherryhuftmon.com
' I 45' ROADWAY SECTION I (rYP.) 45 ROADINA I ASPHALT DREENWAY STA 20+10 TO 5TA. 34+50 a~~`x
1' s' STA 10+50 TO STA. 16+00 5 1' 7.5' 3' 1 STA 16+00 TO STA. 20+10 3' zs (TYP,) TYP. 0.02 0.02 r
SIDEWALK 9EIEWALN (TYP,) ( ) 1
0,02 0.02 Dewberry
WITH GUARDRAIL ~ 4~,TH GUARDRAIL Dewberry & Davis, Inc. P801 REXwooosDwuE lg11TE sou
NTH GUARDRAIL WITH GUARDRAIL ~ RALEK;H, NC YM1P PHONE: e10.1/1,/i0/
WITH GUARDRAIL TH A A PAx:11e.e1+.11ffi
SEALS
PAVEMENT DESIGN PAVEMENT DESIGN PAVEMENT DESIGN NOTES; 2" S-9.5 B NOTES; 2" S-9.5 B NOTES;
2" 5-9.5 B 3" I-19.0 8 1, NORMAL CROWN OF 0,02' PER FOOT UNLESS OTHERWISE DIRECTED BY TOWN ENGINEER, 3~~ I-19.0 B 1, NORMAL CROWN OF 0.02' PER F00T UNLESS OTHERWISE DIRECTED BY TOWN ENGINEER. 3" I-19,0 B 1, NORMAL CROWN OF 0.02' PER FOC OF 0.02' PER FOOT UNLESS OTHERWISE DIRECTED BY TOWN ENGINEER. ~ ~ ~ R~ 11
3" B-25,0 B 3 B-25.0 B 3" B-25.0 B GN SHALL BE AS SHOWN OR AS CALCULATED ACCORDING TO SPECIFICATIONS, WHICHEVER IS GREATER.
12" A.B.C. 2. PAVEMENT DESIGN SHALL BE AS SHOWN OR AS CALCULATED ACCORDING TO SPECIFICATIONS, WHICHEVER IS GREATER, 12 A'B'C' 2, PAVEMENT DESIGN SHALL BE AS SHOWN OR AS CALCULATED ACCORDING TO SPECIFICAiIONS, WHICHEVER IS GREATER, 12" A.B.C. 2. PAVEMENT DESIGN SHALL BE AS
3, REVIEW QUALIFYING CRITERIA AND CROSS SECTIONS FOR "COLLECTOR AVENUE" IN POLICY STATEMENT 140. 3, REVIEW QUALIFYING CRITERIA AND CROSS SECTIONS FOR "COLLECTOR AVENUE" IN POLICY STATEMENT 140, 3. REVIEW QUALIFYING CRITERIA AND PING CRITERIA AND CROSS SECTIONS FOR °COLLECTOR AVENUE" IN POLICY STATEMENT 140. ,~~Q~~~~ Q ~~'./y9~L
FIB 4 ® ~V
F0~ R EYQP 8 f~11LY
DETAILNo. •4ti9~ f~''~.«...~'~~~~~''.
DBTAIL No. DETAIL No. MAJOR COLLECTOR STREET TYPICAL SECTION (MOD.) 03000.01 ~ F(A A >~\S
R TREET TYPI AL ECTION OD, STANDARD MAJOR COLLECTOR STREET TYPICAL SECTION (MOD.) 03000.01 STANDARD MAJOR COL STANDARD MAJOR COLLECTO S C S (M ) 03000.01 SHEET 2 Cf 31/1111111/~
EFFECTNE: 09/08/05 SFIEEr 2 aF 3 EFFECTIVE: 09/08/05 SHEET 2 of 3 EFFECTIVE: 09/08/05
2'-6" A JOINT FILLER 2'-0" 6" E OR R W
MAINTAIN 50' MAX. BETWEEN R\W OR R VARIABLE R/W \ PROPOSED SIDEWALK
1/8" RADIUS (TYP,) JCNNTS OR AT ALL RIgD OBJECTS, 3" RADIUS i/2" RADIUS T, " GRASSED UTILITY STRIP (CONCRETE 3000 P,S,I.)
, i/8 RADIUS 3" RADIUS e ; ~ VARIABLE i I ( 02 /F1
~ ~ I II VARIES F VARIES .J
• , , , ~ ' • r ~ ROADWAY I ~ ~ ,o ^ ~ ~ r r . , f ~ `D LEANOUT & WATER I- XI TING 2'-6" COMPACTED TO A DENSITY
' ~ METER 1YPICAL I I I a I I CU 6 AND GUTTER OF NO LESS THAN 95%
1/2 (TYP,) (T~•) 2.5' I ~ I) ~ a zl . ~ ~ I Z VI 3 7 ;I
SIDEWALK UTILITY 2.5 T a l l ~ o y FRONT ELEVATION q-.~-~ ~ECT10N A-A STRIP POINT OF CROWN 2;1 MAX, CUT ma J ~ Q ' TYPICAL SECTION
TR SVERSE EXPAN5IQN J001T SIDE ELEVATION 0.02 SLOPE (TYP.) I ~ I I F 3 COMBINATION CURB AND GUTTER °D~ .02' T o,oz' ~ ~ W o
. I, II o N
2;1 MAX. FILL I N a = 4'-0" 1 8" RADIUS I ~ I i / SLOPE (TYP.) a a ~ ~I 'I
2'-D" 2'-O" 3'_p" 4'-0' I ~ I I D: a ~ ' 1-3/4" R MINIMUM MINIMUM ~ ~ I I JOINT FILLER 1/4" SIDEWALK SURFACE
,25 M TELEPHONE CONDUIT'-•$j ~ A UTH AND WEST SIDE ( ~ ( ~ ' Aa• ' WITHIN UTILITY STRIP I - a G S (SO } X
_004_ • • ~ a 1/8 R 3/4" R ( ) ~ O O I w II r ' o , ~ ' ~ iv ~ ELECTRIC CONDUIT 4 ,t,:.tt B",rRA01 S,. .;7', ,;t
,4•., •4 . I ~ ~ ~ SANITARY I I I ~ ' • y. •~i; ~ ~ ~ . ; f ;t•. • • ~ WATER LINE SEWER LINE (WITHIN UTILITY STRIP) +A»y..7,.r. 1/2n
• ~ 4,x: , ~ i. . (NORTH & EAST SIDE) I I I i.
W XP 9" 9"
FOR USE ON ALLEYS ONL ~ANSUEg,$,~,P,~JSION JOINT CONSULTANTS
r-s" LAP N VIEW CROSS SEC110N
. SEALS LANDSCAPE
; , , " MEDIAN CURB AND GUTTER A.B.C. MINIMUM ' . ~ y 6 SIDE ELEVATION McNeely Aaeoclotes
DEPTH ~ 3 1/2" ,i.'':y. • r ~ 1. TRANSVERSE EX r ' ~ ' ~ ~ ~ 1, CONCRETE SHALL BE 3,000 P,S,I. 1. THERE SHALL BE AN 18-inch VERTICAL SEPARATION BETWEEN WATER AND SEWER LINES, 1. TRANSVERSE EXPANSION JOINTS TO BE A MAXIMUM OF 50 FEET. 6501 McNeely Drive Roleigh, NC 27612
o qa =o0 •r r ,~r• 2. ALL CONCRETE r ~ro by r ro •,y ~ 2, CONTRACTION JOINTS SHALL BE SPACED AT 10' INTERVALS, 2. WATER AND/OR SANITARY SEWER LINES SHALL BE A MINIMUM OF TWO (2} FEET FROM THE EDGE OF THE 2. ALL CONCRETE TO BE FINISHED WITH CURING COMPOUND, 919.782.9607
'Tl.1?'o~b~r:~ioY~ii ` i8 ~ (A 15 SPACING WILL BE ALLOWED WHEN A MACHINE IS USED.) CURB AND GUTTER. 3. A 6-inch DEPTH IS REQUIRED AT LOCATIONS aF DRIVEWAY
3. FINISH ALL CONCRETE WITH CURING COMPOUND. 3. A 6-inch DEPTI A.B.C. UNDER STANDARD 3, ENCROACHMENT ONTO TOWN MAINTAINED RIGHT OF WAY SHALL FOLLOW CONDITIONS OF THE APPLICABLE CROSSINGS ANI CROSSINGS AND STREET INTERSECTIONS, STRUCTURAL
CURB & GUTTER 4, REFER TO NCDOT DETAIL 846,01 SHEET 2 OF 2 FOR CURB ANO ENCROACHMENT AGREEMENT OR FRANCHISE AGREEMENT. GUTTER SUPERELEVATION RATES, lasoter, Hopkins, Chong
DETAILNo. DETAILNo. . DETAILNo. 1015 Wode Avenue
STANDARD CONCRETE CURB AND GUTTER STANDARD UTILITY LOCATIONS IN STREET 03000.05 STAr 03000.02 STANDARD CONCRETE SIDEWALK 03000A7 919 832.5697 7605 SHEET t OF t
SHEET 1 OF I EFFECTIVE:07101104 SHEET 1 ~ 1 EFFECTIVE:07/01104 EFFECTIVE: 09/08/05 PLUNa MECH, ELEC dk CIVIL
W rl91ES; S " SIDEWALK (5' S10.) ,y
W A W+A+ X 8 B A B 9,~ Z 1. DETECTABLE WARNING DOMES SHALL COVER 2'-0" IN LENGTH AND FULL I \ UTElTY STRP - YELLOW IN COLOR DR ANY COLOR WiTH A 70X CONTRAST RATIO. d LENGTH AND FULL W10TH OF THE RAMP FLOOR AS SHOWN ON DETAIL 03000,14, SHEETS i & 2. THE RAMP MAY BE Dewberry dt DOYI/ iTRAST RATIO. 2301 Rexwoode Drive
~ 3"R 0.01 (MIN.) ~ ~ ~ r oE'1EOTABI,E 0.04 MAx. VARIABLE 2. CRCSSWALK WIDTHS ANO CONFIGURATION VARY BUT MUST CONFORM TO 1 MUST CONFORM TO TRAFFIC DESIGN STANDARDS. ROIIIgh, NC 27607-3366
7' 7 1. . ~ i.,~5'~1 ~ w'~~ oD~B A%I, D.02 (NORM. 4" RADIUS ~ ' 73' . SHEET03 OF J DROP CURB D.a 1 ( ) 3. NORTH CAROLINA GENERAL STATUTE 136-44,14 REQUIRES THAT ALL SIRE 7 7 (STD. 2 -6 CURB ~ SHOwN) OPERATIONS, REPAIRS, CORRECTION ~ UTILITIES OR ALTERED FOR ANY f IUIRES THAT ALL STREET CURBS BEING CONSTRUCTED OR RECONSTRUCTED FOR MNNTENANCE PROCEDURES, TRAFFIC 919,981,9969 1 ALTERED FOR ANY REASON AFTER SEPTEMBER 1, 1973 SHALL PROVIDE WHEELCHAIR RAMPS FOR THE PHYSICALLY
t N 1 DISABLED AT ALL INTERSECTIONS WHERE BOTH CURB AND GUTTER AND 5 J. .8 &3 4.4 . ~4' y SEE B AND GUTTER AND SIDEWALKS ARE PROVIDED AND AT OTHER POINTS OF PEDESTRIAN FLOW. ROOFING CONSULTANT
k Q~ 12;1 MAX RAMP Y 4'-0" TYP. 5 5 4 41 ti X 4'-0' TYP. NOTE 12 ( ) IN ADDITION, SEC110N 226 OF THE 1973 FEDERAL AID HIGHWAY SAFETY g 4 AND 13 W}ffTHER A SIDEWALK IS PROPOSED INITIALLY OR IS PLANNED FOR A FU' LID HIGHWAY SAFETY ACT REQUIRES PR041SION OF CURB RAMPS ON ANY CURB CONSTRUCTION AFTER JULY 1, 1976 i PLANNED FOR A FUTURE DATE. Stoftord Consulting Engineers
1 7 4 Cf S>:C11~N R-R STOP LINE 2 STOP LINE 5' 1 1' 6, ~ THE AMEPoCAN$ WI1H DISABILITIES ACT (ADA) OF 1990 EXTENDS TO INDI' "y iD PROMDED TO PERSONS ON THE BASIS OF RACE, SEX, NATIONAL ORIGIN , 990 EXTENDS i0 INDIwDUALS WITH DISABILITIES. COMPREHENSIVE CINL RIGHTS PROTECTIONS SIMILAR TO THOSE 7424 Chapel Hill Rd, Sulte 102
B . X-((A+9" ~ SIDEWALK 8'-0' 3'-4" 5'-0" TO COIAPLY WiTH THE CURRENT ADA STANDARDS. :X, NATIONAL ORIGIN AND RELIGION UNDER THE OViI RIGHTS ACT OF 1984. THESE CURB RAMPS HAVE BEEN DESIGNED ROl/1gh, N.C. 27607 Phone: [phone]
B DIStANC~ FROM FRONT EDGE CF ~,NO~, pr CURB SIDEWALK TO BACK POINT OF r>~ S S ELEVATION IRANSI~nON ~ TRANSITION TOP OF CURB 4. PROVIDE WHEELCHAIR RAMPS AT LOCATIONS AS SHOWN ON THE PLANS O )WN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. LOCATE WHEELCHAIR RAMPS AS DIRECTED BY THE ENGINEER
12:1 (8,33 SLOPE. J ' BACK OF SIDE~ALK DROP REOIAAED SEE NOTE 4 WHERE EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. AFFEf FOR ALL SIDEWALK SLOPES. CURB BETWEEN THE RAMPS. PLACE DUAL RAMPS AS NEAR PERPENDICU W INLETS, ETC. AFFECT PLACEMENT. WHERE TWO RAMPS ARE INSTALLED PLACE NOT LESS THAN 2 FEET OF FULL HEIGHT AS NEAR PERPENDICULAR TO THE TRAVEL LANE BEING CROSSED AS POSSIBLE.
" BACK OF SIDEWALK DROP REQUIRED VARIABLE SLOPES NOT GUttER 5. PAY FOR ALL VARIABLE DEPTH CONCRETE USED FOR CONSTRUC110N OF 1 FOR SIDEWALK A.OPE 0.04, 2 CONSTRUC110N OF WHEELCHAIR RAMPS AS CONCRETE WHEELCHAIR RAMPS. (SQ. YDS.)
ISOMETRIC VIEW ro ExcEm 1z:, (ea3z1 RNAP WD1H AREA N I SECTf~ S-S 6. PAY FOR ALL DEPRESSED CURBS AT WHEELCHAIR RAMPS AS THE TYPE C PROJECT AMPS AS THE TYPE CURB AND GUTTER USED ADJACENT TO DEPRESSED CURB. (LN, FT.}
IS VFAIAaLE 3'-4" WIDTH IS TO BE usm IN DETAIL, SHOMINfi TYPICAL LpCATION Df Wr~k1AR RDADWAr ROADwAr UBUC PoCHT-OF-WAY; ON PRIVATE B4IE; A PORTION aF ONE OR BOTH RAMPS 7. SUCH PRICES AND PAYMENTS IS CONSIDERED FULL COMPENSATION FOR A COMPENSAT10fd FOR ALL MATERIALS, LABOR, EQUIPMENT, TOOLS AND INCIDENTALS NECESSARY TO SATISFACTORILY
• • • • PLAN SM1BOl PLAN Wes. ROPERTY, 4'-0" IS REWSB:D MAY EXTEND OU19DE THE RETURN. BANP3_ PEDESTRIAN CROSSWALKS MID STS LIDS CgJPLETE THE WORN. ~ 0•~"R CCFR WCR sloEwAUC 8. 00 NOT EXCEED O.OB (12:1) SLOPE ON THE MMEEICHAIR RAMP IN RELAT E-22 Elementary School ~IAIR RAMP IN RELATIONSHIP TO THE IXtADE OF THE STREET.
~ • • • • 0.02"R aRB aT FOR FOR PAOP09ED IXPA.NSION JgNT SEE NOTE t8
• • • • FunRE RANP W+EELCHAMt aALw SEE STD, 03000.07, SHEET 3 OF 3 ~q 9. CONSTRUCT WHEELCHAIR RAMPS 40" {3'-4") OR GREATER FOR DUAL RAL ~ ~9 :EATER FOR DUAL RAMPS AND 60" (5'-0") OR GREATER FOR DIAGONAL RAMPS. dIN ORDER TO OBTAIN A ROUGH NON-SKID TYPE SURFACE.
• • • • M' SEE NOTE 4 ~2 ~ 10. USE CLASS "B" CONCRETE WITH A SIDEWALK FINISH IN ORDER TO OBTAII SIDEWALK yN~ ~ 07' VARIABLE S
0,9' 0.4' 2.35' r, o ~ A,"T"pp RADIUS 1O 11, PLACE A EXPANSION JOINT WHERE THE CONCRETE WHEELCHAIR RAMP L~ ~ 0.20" EXPAN90N J~NTS z N S N 1 R~~'1,~ [TE WHEELCHAIR RAMP JOINS THE CURB AND AS SHOWN ON STANDARD DETAIL 03000A7, CLIENT
iv : m - ~ 2• `O' 12. PLACE 7HE INSIDE PEDESTRIAN CROSSWALK LINES NO CLOSER IN THE IN SEE STD. 03000,07, ~ ri / ~ ~ Y HI AR TRA WAY WHEN ONE RAMP IS INSTALLED. SEE NOTE 17 r SEE NOTE 18 S ~ VE CUL VEL ( } NO CLOSER IN THE INTERSEC110N BY BISECTING THE INTERSECTION RADII, MATH ALLOWANCE OF A 4' CLEAR ZONE IN THE .ED. (SEE NOTE 17}
1 PRECAST ~ SEE NOTE 18 ~ RYr SHEET 3 OF J NOTE 12 Q Ie~~~.T~~~ ~ CLASS "B" SHEET 3 CF 3 ~''S` SEE z; 4'-D" (TYP,) NOTE 12 4'-0" (TYP.) 13. COORDINATE THE CURB CUT AND THE PEDESTRIAN CROSSWALK ONES SC CROSSWALK ONES SO THE FLOOR OF THE WHEELCHAIR RAMP 'MLL FALL 1MTHIN THE PEDESTRIAN CROSSWALK LINES. Wake CaUnty
Qir{ili{pYW CONCRETE : tl sDEWALK N s O SEE ~ PLACE DIAGONAL RAMPS WITH FLARED SIDES SO 24" OF FULL HEIGHT N / ~ T IN !4" OF FULL HEIGHT CURB FALLS NATHIN THE CROSSWALK MARKINGS ON EACH SIDE OF THE FLARES.
NO 14. CONSTRUCT THE PEDESTRIAN CROSSWALK A MINIMUM OF 6 FEET. A CR ALTERNATE MATERIAL MAY BE SUBSTITUTED, W N ' - T LINE vD u S OP L E NOTE 3 PRONGED 1HE PRODUCT IS ON THE TOWN'S N T 1 THIS PORTION OF RAMP 15. USE STOP LINES, NORMALLY PERPENDICULAR TO THE LANE LINES, W1HER1 IM OF 6 FEET. A CROSSWALK WIDTH OF 10 FEET OR GREATER IS DESIRABLE, PUfa~IC Schaal Sy$tem dE LANE LINES, WHERE IT IS IMPORTANT TO INDICATE THE POINT BEHIND WHICH VEHICLES ARE REQUIRED TO STOP IN
APPROVED MANUFACTURER UST AND iF~ r NUST FALL WITHRi MANUFACNREFTS PRODUCT AND INSTALLATION L ANSION JOINT COMPLIANCE WITH A TRAFFIC SIGNAL, STOP SIGN OR OTHER LEGAL REO DR OTHER LEGAL REQUIREMENT. AN UNUSUAL APPROACH SKEW MAY REQUIRE THE PLACEMENT OF THE STS LINE TO BE
SPECIFlCAl10NS ARE FOLLOIYED, (SEE NOTE 13) SEE STD. 03000.07. PARALLEL TO THE INTERSECTING ROADWAY. AINIMUM OF 20 FEET BACK OF PEDESTRIAN CROSSWALK, Qr~l~ C~
PLAN VIEW OETLI gunwuR 1'~N LDCA7IDN_OF WBCFI(SIM! LZIYPS ALLOWABLE LOCATIONS 16. TERMINATE PARKING A MINIMUM OF 20 FEET I PLAN VIEW E7~AN~oN SEE NOTE 1 DIACC4IAL RAMP DUAL RAMPS DUAL RAMP RADIL .................ANY 17. PLACE ALL PAVEMENT MARKINGS IN ACCORDA IARKINGS IN ACCORDANCE 1MTH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) ~t~
MA70uUM 25' RADII '~T h"'') ANY RADII SEE NOTES ~ PROPOSED WHEELCHAIR RAMP DIAGONAL RAMP RADII,,.MAX. 25' PUBLISHED BY THE FEDERAL HIGHWAY ADMIN (80" MNMUM FLODR WIDTH) (40' MNIMUM F100R WIDTH) 2, 12 k 17 (DIAGONAL RAMP IS NOT PERMISSIBLE ERAL HIGHWAY ADMINISTRATION AND THE NORTH CAROLINA SUPPLEMENT TO THE MUTCD.
[NOT PERMISSIBLE FOR PROPOSED OR FUTURE SIDEWALK FOR NEW CONSTRUCTION) 18. FROM DETECTABLE WARNING DOME PORTION A NEW CONSTRUC?ICN] DING DOME PORTION ALL THE WAY TO BACK EDGE OF SIDEWALK NEEDS TO BE BLACK,
DETAIL No. DETAIL No. DETAIL No.
STANDARD WHEELCHAIR RAMP STANDARD WHEELCHAIR RAMP 03000.14 STANI 03000 4 STANDARD WHEELCHAIR RAMP 03000.14
EFFBCTIVE:09/08/OS SHEEr I of 3 EFFECTIVE: 09/08/05 SHEET 2 OF 3 EFFECTIVE: 09/08105 SHEET 3 0? 3 ~
M *
5'-0" MINIMUM
4'-0" MINIMUM
SIDE SLOPES SHALL BE LESS THAN 3:1
" FUTURE ROAD IXTENSION WHITE ON GREEN INFORMATIONAL SIGN TO BE TYP, UNLESS OTHERWISE INDICATED ON 2" BITUMINOUS CONCRETE I-2 SURFACE ADDED WHEN APPLICABLE LAYOUT PLANS. CUT AND FILL SLOPES COURSE- 97% COMPACTION GARY PROJECT NUMBER 07-5P-022 PROJECT NUMBER;
SHALL TIE INTO EXISTING SLOPES TO CREATE AN EVEN TRANSITION. 10031800 T~~ ~ GRY
PNASEt
R AD 6" AGGERGATE BASE 0 n COURSE Approved By Date Permlt Submlttol Planning ~
CLOSED 1, BARRICADES TO BE ERECTED ACROSS ENTIRE _ 6" R A WAY INCLUDING CURB & GUTTER. > t, > » 0-8' 3' Engineering Date DATE;
L..~I 45' 0 D - ~ _ O I I 2 ~ , „ VAR VARIES 4-03-2007
N 2. ADVANCE WARNING SIGN W14-1 (DEAD END) SHALL BE 1 O - Q PLACED JUST AFTER LAST INTERSECTING STREET. S O U L D R H O U E R ~ DRAWN BY;
N L SHOO R IS , ~ 3. MARKINGS FOR BARRICADE RAILS SHALL BE REFLECTIVE REQUIRED ON ALL ACH
a ~ AND ALTERNATE RED AND WHITE STRIPS. TRAIL PROJECTS CHECKED SYo
N z 2% MAX, CROSS SLOPE ~ 4. "ROAD CLOSED" SIGN SHALL MEET SPECIFICATIONS OF PAK
iv b M.U.T,C,D. R11-2, AND BE REQUIRED ATOP EACH I BARRICADE USED.
in 3" S9,56 SURFACE REVISIONS
MATCH EX,SLOP ETCH EX,SLOPE OR 2% COURSE no, revision date MIN,
. 1 GEOTEXTILE FABRIC 1 CDIREVISION 03,16.07
' II II COMPACTED SUBGRADE EAN BACKFILL I ( CL , ~i._. 2 TOC COMMENTS O4,OJ.07
I I I ABC EXTENSION SEED AS SPECIFIED 4" 119.08 INTERMEDIATE 3 ow4 o3,2s,o7
u COURSE 4 TOC COMMENTS 04.09.07
T„~.r~~ SR i6. SR 1625 _ _ ~ NCDFNR 04.11.07
-t x t irtcnicu POST, OR OTHER RED & WHITE REFLECTORIZED PANELS EXISTII EXISTING EDGE EX, NB
NCDOT APPROVED TO MEET NCDW STANDARDS AND SPECIFICATIONS. OF PV SUPPORT OF PVM'T 10" ABC OR SR 1625
5" 825,08
NOTES; 1. CROSS SLOPE DIRECTION VARIES. SEE LAYOUT PLANS FOR DIRECTION OF SLOPE.
2. CONTRACTOR IS RESPONSIBLE FOR RE-ESTABLISHING ALL SLOPES DISTURBED BY NOTE: MILL LAP JOI MILL LAP JOINT - 18" OF PAVEMENT AND OVERLAY WITH S9,56 TYPICAL SECTIONS
CONSTRUCTION.
DETAIL No. TYPICAL SECTION & DETAILS
TEMPORARY BARRICADE FOR DEAD END ROADS [03000.16 1 ' ASPHALT GREENWAY TRAIL SR-1625 C115
EFFECTIVE: 09/08lOS SHEET 1 OF I

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CHERRY HUfFMAMRCHITECTt6~
135 E. Martin St., Suite 101 Raleigh, North Carolina 27801
919.821,0865 919F821,0720
www,cherryhuffm an.com
Dewberry
Dewberry 8~ Daws, Inc. ' ~ 1 ~ ~ ` \ 1 ~ ~ ~ \ zwtREKNroODBCNYE
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- - ~ - ~"r ~ CONSULTANTS
~ ~ ~ _ ~ / ~P ~ N ~ 3 00 ~ ~ ~ SEALS ~/f
~"~-w / LANDSCAPE ~ - ~ I N~ McNeely Asaoclates
~ , ~ ~ w zs PA 1 ~ ~ ~ ~ ~ ~ IL1-S _ N ~ M l l N ,r / / / 5501 McNeely Orlve
D w oo • ~ ~ ~ HT ~ s ~ RIG ~ m I ~ ~ ~ LEA ~ i - -I I ~ IAB ~ _ _ - J ~ 919.782.98iT7 7812
• ~ ~ ~ VIAR , ~ ~ ~ 7b 0 ~ ~ r 30`~ 7~ ~ ~ ~ 9TRVCTURAI
_ t I ~ a~ I , CLASS A RIP P _ , Lasater, Hopkins, Chong
= I I ~ ~ ~ R Ef~CY i ~ I 1 ~E G - m { ~ ' ~ I .00 ~YVEIR - _ . L4 = ~ ~ _ ~ _.._1, 1015 Wade Avenue
111- ~ ~ , „ ' J ~ + W = ~ 2' Raleigh, NC 27605 _ -f
Z ~ ~ . ~ ~ F i'S "1 3~ ~ ~ ~a _-.S~ - S~ ~ ~ ~0 THICK = 1 919,832.5587 l
I"f1 ~ a , ~ ;596 _ _i / PIUNe NECH, ELEC 1t CIVIL
, . - r ~ i 1 I -Y.,._.. - / r, i ~ Dewberry tt Davis _ _ 2301 Rexwoods Drive
J ~ ~ r J ~ i I L r ~ i ~ o _ , _ . ~ r,, OY Ralei h NC 27807-3388 9•
• • ~ I • - ~ _ - . ~ ~ r= - ~ ~.9CA R, ~SE
" r r' I INF R MIN'I` _ ~ I \ ~ ~ - f J ~ ~~6M2QS T~ Rf Q, C~ _ 10 `r.
~ o ~ , ~ , ~ - ~ ~ ' ~ , ~ ~ 1'UR~ I~A~'ftN6 ~ TYP, ~ ~ g,~ ~ f \ ~ ~ ET OTECTlO d~, / ~ ~ ~ / ~ ROOFING CONSULTANT _,__.f..- J t ;
' ~ , ..r ~ y / I ~ ~ , ~ ' TYP CHAS - B, RiP i~AP ; ~ , ; ~ ~ - . ~ / - , . - ~ ~ _ ~ ~~,1~''V- ~ I _ Stafford Consulting Engineers ~ ~ 7 7424 Chapel HIII Rd, Suite 102
~ _ ~ ~ - ; ~ ~ 1 ~ I ~ , SICK FEN~GE, lYP, ~ ~ ~ ~ ~ ~ ~ , - _ j ~~~K~~~-~R; - ~ Raleigh, N.C. 27807 . , ,
r-- Phone 919-852- { ~ ~ I ;
I f _ \ ~ , ~ 5, i ~ \ \ ~ , . ~b4SS t , ~Ft1P RAP, r , ; ~ ? ; r- OUL ~R . , . y 5 , ~ - TEMPORARY D~l.~SION l Q
J ~ ~ ~ ~ - r ; cold M+4~TI ~ • _ _~o~-A~-~~~D s , ~ F SI ~ !g \ La = - - - ~ ; SILT ~ALCE, - - . ~ - ` ~ ~ ~ ~ ~ , V W q,' - • ~ , ~ r;" TYPE ' - DITCH, TYP , ~ I ~ , ~
' Y,O l i Q ~ ~ ~ 1 ~ 2._ „ ~ ~ - lip ~ RAP = _ . I f , • 1,1~ I~ k ~~.`-~C~KSST~~ RIP RAP, i ~ PRO,~cT
1 ~ ~ I i ~ ~i ' V A ~HICKNESS~~= 2~»'~ ~ : _ _ _ _ ~a~°;')•HICKNESS = 2~,~_ .l.
3 t ~ ~ i ~ ~ ~ ~ ~ , - , . - ; : - , ` MIR,'~~-.~_ OUT _ ~ ~ ; - ~ , ` . - , FROM WALL I~ ~ ~~~rL l~, '`~~~~~22~ THICK, TYP, AT ~ E-22 Elementary School ~ I, THE END OF EACH
{r ~ f ~ n~ ~ ~ V 12 ~ ~ ~ i ~ _ ~ , 7 i 2 ~ I~ r~ ' TjEMP, DIVERSION DITCH ~ 1
r 1 ~ ~ I 1 1~ ~ ~ ~ 1 ~ _ ~ - ~ ~~EMPORARY SEDIMENT ~ `5
I \ ~r V C i ~ ~ ~ ~ r~ /i ,
h ~ ~ ~ ~ - r'/i - !I / r ~ iii ~ I 1 U rl 1 ~ ) ~ ~ „ A ~ - 11 TRAP B WITH BAF~I~fS - . I ~ i ? ai' ~ ' CLIENT
Wake .County
Public School System
LEGEND Y
~y~.
~x STRUCTURE NUMBER 0 M
~ (CURB) CATCH BASIN
® STORM DRAINAGE MANHOLE NOTE;
1. SEE SHEETS C-120, C-121, C-122, L-604 & L-605 FOR HORIZONTAL SCALE PROJECT NUMBER;
0 DROP INLET W/ GRATE EROSION CONTROL DETAILS.' 0' 20' 40' 80' 10031800
2, DISTRUBED AREA ALONG ROADWAY IS APPROXIMATELY 9,2 PHASE; ACRES, ~
POND RISER 3, THE EROSION CONTROL REVIIEW AND INSPECTION WILL 8E Permit Submlltol
-TP - TREE PROTECTION 1 INCH = 40 FT, ADDRESSED BY NORTH CAROLINA DEPARTMENT OF DATE:
ENVIRONMENT AND NATURAL RESOURCES, NOT TOWN OF a-o3-2007
INLET PROTECTION CARP. DRAWN BY.
4, TOWN OF CARY WILL NOT ISSUE A GRADING PERMIT.
~ IP ROCK INLET PROTECTION 5, PROJECT DESIGN AND CONSTRUCTION SHALL MEET ALL OF ACH THE REQUIREMENTS RELATIVE TO BEST MANAGEMENT CHECKED BY;
PRACTICES AND ENGINEERED STORMWATER CONTROL PAK
® OUTLET PROTECTION STRUCTURES AS OUTLINED IN THE TOWN OF CARY LAND
-SF - SILT FENCE DEVELOPMENT ORDINANCE (CHAPTER 4, PART 4.6, LDO), REVISIONS
no. revision dote
-TP - TREE PROTECTfON I CD:REVISION 03.16,07
2 TOC COMMENTS 04.03.07
TEMPORARY DIVERSION DITCH 3 OWO 03.28.07
ROCK CHECK DAM 4 TOC COMMENTS 04.09.07
5 NGUENN 04.11.0f
® STABILIZED OUTLET FOR SILT FENCE CARY PRQIECr NUMBER 07-SP-022
® COMPOSITE REINFORCEMENT TURF MATTING APPROVED TOWN OF GRY
® COIR MATTING AppronB%j Date GRADING, DRAINAGE,
Engineering Planning Date & EROSION CONTROL
0114

CHERRY HUFFMAMIRCHITECT~
135 E. Mortin St., Suite 101
Rolelgh, North Corolina 27801
919.82L0895 919r82L0720
www.cherryhullmon.com
Dewberry
~~~e RALEIGH, NCPJeI~
FAx: e~e.ee+mea
SEALS
Nevs°egNi CqR %
a~o~:~o ~~o~a~tiL•'.
.r FI~~ 4~p~4 •.91~GS
~y~ r M. ~ \ ~ ; * _ _ F0~ R IEV~PO S ~lLY \ \ ~ ~o ate.
. , / i .s ,CLASS-~, R~P'RAP _ ~ - _ - ~ _ - ~ ~ - _ ~ ~
~ -
N _ I --b" ~ _
/ / r i~ 1 C ~ - ~
_ t~ ~ 5 _ _
,G P ~ ~
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q• o - _ _
t ~ - ~ , \ ~ _ _ . - _ \ -.F_ ._..f -
R I , t~ ~ E ~ 5 ~ ~ ~ . _ - ~pR
/ ~ PORARY INLET ~ A ~ ~ 0 o R 21+',0 2 p -
PROTECTI9N~_TYP, W ~ , 1 sE~E ~LAr SEELANDSCAPE FOR _ d~a
- , } ~ CONTINI 0 1 ,•,r... 160 ~ CONTINUATIOIaL..OE_ ~IMtTS- ~,.,.4^^- -
J? 20 ~ "r-- ~2 - - - _ S ~ ~ ~p _
~ - ~ ~ ~ ~ ~ \ J' ~ ~ ~ ~ -
O _ Q.. ~ \ • ` j9 •,l
i - \ J 1 ~ , ~
o ~ - x~ y,/ _ ~ ~ ~ _ ~;_f ~ CONSULTANTS
/ ~ ~ x
\ ~o
_ - ~ -
~ 1 o \ ~ ~ ~ \ \ \ _ ~ _v.._ ~ f- - SEALS ~ LANDSCA E ' ~ - - 1 LF PVC T°:.. ~ ~ .
\ ~ ~ ~ - ~ y McNeely. Aeeoclatea / ® e / 5501 McNeely Orive
~ y ~ ~ 310 ~ ~ ~ ~ ~ J`~ r=/' ~ ?~Q Rolelgh, NC 21612 / -M
~ ~ ~ \ LASS I SIP REAP ~ \ ti ~ \ \ ~ f / ,
~ v 1 . y ~ ' 0 / ~ ~ r r / ' ' STRUCTURAL
~ ~ \ ~ I ~ 3 ~ 1k-0- - ~ j ~ ' laaoter, Hopkins, Chong
\ ~ \ THI NES = \ 2 0 t 30 ~ 5 , ` . 1015 Wode Avenue
_ ~ ~ ~ ~ \ ~ ~ ~ ~ , r „z- / ~ Rolelgh, NC 27605 ,r. ~~1/. / / ~ 919.832.5597 ~ ~
~ ~ ti ~ M ~ ~ 1 y , \ ~ ~ ~ \ W ~ e / / ~ tc
y ~ ~ , ~ I r / y F _ (T - ~ ~ PIUNB MECH, ELEC IVII
~ 0 ~ ~ ~ ~ T PO v ~ v 0 v ~ \ ~ ~ _ '~3' ~ t h e ,1 ~ ~ v ~ 9~ ®N ~ ' r,, ~ /'r,, ' i _ Dewberry dt Davis I _ ` 2301 Rexwoode Drve
• ~ y~ ~l v v ~ DIV RSIb ITCH 1~P. v ~ ~ ~ I ~ ~,1- T A \ ~ I , ~ ~ e Rolelgh, NC 27607-3388
, 0 ~ ~ t CH C~K DAM, T1~"R,, , ~ j ~ ~
~,1 t SF , ~ ~ ~ ~ SPACE ~0 O.C. > >s /
~ ~ ~ w ~ / \Q ~ ROOFING CONSULTANT
~ ~ • 7424 ChapeleHillnRdE Suite 102
l ~ ~ I ''1 \ ~ 1 / \ ~ SEE LANDS~APE FOR Rolelgh, n.c. z76D7
i. 1, CONTINUATIO .~OF LIMITS Phone; 919-852-1038
\ 6+\ i I ~ ~ 1
CLASS I ~I~ ~ ~ ~ ~ ~ V `~i LA= ~ \ ! ~ • ~ i y - ;YARD I
\ ~ v'j ~ ~ ~ \ PRdTEC. N TYP, ~ - . PROJECT
THI ESS-~22 , ~ p 4 , \ ~
~ ~ ~ ~ ~ \ E-22 Elernentary School
10 LASS P RAP '1 \ • ~ '
THI TYP. AT T END ~ •s ; ~ ~ \ : ~y,~
OF EA~I;'~EMP, DI SION •,~;.y~::;:•.• \ ~
~ \ ~ '1 .6 e . - cuENr _ ` P~~S~~
TE ORARY SEDIMENT ~ ~ ` OIR AI TTING, TYP;
TRAP ~A WITH BAFF'>`ES ~ \ . ~ r`~~(, Wake County
\ ~ .0 ~ , 5
A \ a. Public School System
. . I/ ~
~ ~ E RGENCY WEfR - COMPOSITE R~I~FORCEMENT , • . L-5 FT
TURF MATTING (1Q,X10) ~ ~e~~ C~
' ` ~ ~ SILT FENCE;-TYP. ~ - ~ ~ ~ II ~ - - ,•~T ~ ~ i ~
f ~ S
~ F LEGEND 50 LF OF 15. P \
00.5 T~,
~ TR T R N M R ~ . , ~ S UC U E U BE INV. OUT 279.75, ~ 0y~~ M
_ ~ `~r
~ (CURB) CATCH BASIN ~ ~ - - C1=A . ~ SIP RAP ' ~
• ® STORM DRAINAGE MANHOLE NOTE:
MIN. 3 Ff UT QOM ~ ~ ~ 1, SEE SHEETS C-120, C-121, C-122, L-604 & L-605 FOR HORIZONTAL SCALE PROJECT NUMBER;
~ MITE OF ' ONSTRl7CTION 0 DROP INLET W/ GRATE W LL \ ` EROSION CONTROL DETAILS.' 0' 20' 40' gp' 10031600
~ _ , 2, DISTRUBED AREA ALONG ROADWAY IS APPROXIMATELY 9.2 PHASE:
P N RI R - _ _ - P INF R EM NT . ~ ~ ~ ' COM OSITE RE 0 C E ~ ACRES,
~s Vim`" _ TURF MATTING TYP. 3. THE EROSION CONTROL REVIIEW AND INSPECTION WILL BE 1 INCH = 40 FT, Permit Submittol ADDRESSED BY NORTH CAROLINA DEPARTMENT OF oerE;
-TP - TREE PROTECTION ENVIRONMENT AND NATURAL RESOURCES, NOT TOWN OF 4-03-2001
IP INLET PROTECTION CARP, DRAVIN BY.
4, TOWN OF CARP WILL NOT ISSUE A GRADING PERMIT.
~ ROCK INLET PROTECTION 5. PROJECT DESIGN AND CONSTRUCTION SHALL MEET ALL OF AcN
THE REQUIREMENTS RELATIVE TO BEST MANAGEMENT CHECKED BY:
OP OUTLET PROTECTION PRACTICES AND ENGINEERED STORMWATER CONTROL PAK STRUCTURES AS OUTLINED IN THE TOWN OF CARY LAND
DEVELOPMENT ORDINANCE (CHAPTER 4, PART 4, 6, LDO). REVISIONS
-SF - SILT FENCE no. revision date
-TP - TREE PROTECTION 1 CD; REVISION OJ.I6.07
2 10C COMMENTS O4AJ.07
TEMPORARY DIVERSION DITCH 3 DWO 03.28.07
® ROCK CHECK DAM 4 TOC COMMENTS 04.09.07
B NCDENR 04.11.07
® STABILIZED OUTLET FOR SILT FENCE CARY PR07ECT NUMBER 07-SP-022
APPROVED
® COMPOSITE REINFORCEMENT TURF MATTING TOWN OF CARY
® COIR MATTING Approved By Date
Planning Date GRADING, DRAINAGE,
Engineering Dane & EROSION CONTROL
C113

CHERRY HUfFMA1YRCHITECT~&
135 E, Mortis St„ Sulte 101
Rolelgh, North Carolina 27801
919.82L0805 919x821,0720 www.chenyhuffman.com
Dewberry Dewberry & Detds, Inc.
2901 RExNp006DRM1E auTE a>o
RAtEIOH, NC 9612 PHONE: et6.Bat.a696
FAx:616.B/I.iiBS
SEALS
i + ~ ~ eWuap
\ I ~ ~ Y ~ r ~ ~ ~ ti 1 ~ A, 1 I I ~ t' I_., [ ~ q Rte"
1 i ~ 1 it i ~ f i 1 ~ ~ / / . ~ ~ 1 ~ ~ J ~ ~ 1 r I I r ~ ~ 1 I ~ t ~ ~ ~ ~ I ~ ~ ,r ~ / / ~ ~ , ~ ~ , A ~ i
~ ~ ~ ~ A ~ , ~ ~ 11 f i I 1 V / l / ~ ~ ~ ~ ~ i I I I 1 i ~ l ~ CLASS 1, RIP RAP, : ~ 4~' stiy
~ ~ / / / ~ ~ ,ti I ~ 7 i ~ i ~ ~ ~ ~ ~ Al ~ / v i ~ + La = 106' F~~ ~S
l ~ I ~ ~ r ( ~ ~ ~ " ~ ~ 1 > r f r i, ~ ~ C r r ~ ~ i ~ ~
ri V ~ ~ ~ r, ~ 1 ~ A i i .,KPH IN ~T ~ ~ i ~ \ / ~ ~ I ~ ~ ~ L. _ ~ ~ l ~ ~ ~ ~ ( l 1 ~ ~ 1 ~ I l 1' ~ 1 ~ ~ i , t I ~ ~ ( , ~ HIC 40SS ~ FOR IEV~PURPO~ 8+f~ILY
,.,~:11~TE r_~.~_~- >1~3..a~ I ` ~ 1 ~ ~ ~ rl i 1 ~ / ~ y ~ ~ 1 ~ ~ I ~ ~ ~ ~ ~ ~ v ~ ~ \ 1 ~ s ~ ~ t A E SHEET C116 ~ -~~,_,.y~`-~~_~~ s,9~•.~sIME~~ I ~ R MORE INFO ~ ~ ~ ~ F~ S~
~`f~_..._,~1 ~ ON~~~~ROSSING I ~i ~+qe~ A. K1 to
(/}J , ' ~ ~ I ~
~ ( r ~ / 1 ~ ~ ~ ' h~` ~ C~ yy~ll~ RAP F! ~ a,,__ ` ~<<,,~ ~ ~ 1
~ ~ a ;(ICI 1, / , / I ~ ~ ~ ~ 1 ( ~ ~ ~ ~ ~ ~ ~ ~
' i ~ ; ~ ~ ~ ~ ~ ~ ~d ; ~~I ~
~ , U / ~ ~ TIC ~ \TF~~Cl~N ~ ~ I 'I _ ~
i 1 ~ ~ \ ~
I ~ 1 / ~ \ \ ~ A ~ ~ x. ~ ~ ~ ~ ~ 1 ~ 1 ~ ! V~ G~1 ~ ~--~~'~~,t , ~ ~ Off, I-_""F
~ ~ ~ ~ ~ / i _ ~ 1 i ~ f ~ I ~ / / ~ ~ ~ ~ ~ + ~ i / V ~ , ~ <r ~ 1~ ~ ~ ~ 1 ~ ~ I 7 \ 1 , 1 ~ 1 ~ ~ HW ~ 11
1 ,
I ~ ~ ! / ~ i ~ , / ~ ~ I! J 1 / ~ I, ~ ~
kY I 1 ~ ~ ( ~ 1 ~ ~ M ~ , . ~ ~ t~ A ~ 0 ROSI REIN RC M i F ~ ~ ~ 1 NF~RC~Mf% ~T RF
Ii I i I ~ ~ , ~ ~ ~ ~ I • ~ ~ ~ ~ ~ TTIN,G , ~ ~ ~ ti 1 ~ ~
` ~ ' ~ ~
~ ~ I ~ 1 v 1 I ~ 1 t \ 1 << 1 ~ CQJR MATTING TYP. ~ING~, TYP. ~ ~ ~
1 , ~ , ~ it I I 1 ~ ~ ~ / I ~ , ~ i , ~ ~ ~ I ~ 1 ~ \ ~ , ~ I _._.t
0 ~h~ ~ ~ ~ ~ 1 ~ ~ ~ ~ 1 ~ i I , ~ i 'I II I I ! ~ ~ ~ ~ ~ ~ ~r> ! I ~ bUT PR ~ ~ ~ ~ Wp0
~ f ~ ~ ~ 0 C~ION, TYP. ~ , , ~ ~ i , ~ , J O ~ ~ ~ ; C S , Rd~P P ~ ~ ~ ~ t I
v~ ~ r~ 1 I, ~ , ~ ~ ~ ~ I TEMf~ RA u, ~ ? ~ , , . ~ ~ i L = 6 ~ 10 RY ,DIVERSION D~JTCH, TYP, , ~ ~ ~
i <s , r < ~ ~ \ ~ ~ , l ~ ~ ~ ~ t ~ ~ i ~ i , i ~ i~ ~ t-~~ ~ 1 ~ ~ ~ ti
t W ~ ; ; ~ ,i~-~ ~ ~ ~ j_ TEMPORARY INLET ~ROTEC~TION,'~TYP, I , ~ , , I ~ TI(N~SS - 22 ~ , ~ ~ I ~ ~ ,.1 CONSULTANTS
i ~ ~ ii~il ~ 1 ~ ~ ~ ~ i f W ~ t ~ ~ ~ 1 OVJT=~ 31$.00 ~ i ~ , ~ , A 1 i ~~k W SEALS LANDSCAPE
J ~ I>~ I~~ ~ r ~ i , . , i r NI McNeely Aeaoclotea
~ i ~ 1 5501 McNeely Drive
~ z I t ~ E Raleigh, NC 27812
' ~ ' I ~ ' i { ! ~ 919,782,98f17 I I - r+
, 0 ~ . ~ ~ I I - ~ u ,r ti. i I ; S1RUCIURAL
Sk I , "~O? Losater, Hopkins, Chong
1 } I I i i ' ~ 1 ~ 1015 Wade Awnue _..i Raleigh, NC 27805
- f i ` ;zJ I ti i ' ~ 919~832.55E7
_ j ~ r ~ . ' , ~ , ` ~ , V ~ ~ ~ PLUMB MECN, ELEC R CIYIL
6 ~ ~ 14+ W VIE ~ ~ 1 , IP ~ ~ I ~ . , r , RD ~ oo w o ;:Y. ~ ~ - _ 'c----__. s ' ~ ~ ~ ~A ~ Dewberry 8 Gavle
' 1 ~ ~ l QO R . LE , , ~ ~ M 2301 Rexwooda Drive ~ ' ~
~ ~ i" ~ ~ A I . ~F~. O' t_~ r: t ~ r- o A~ ,E,. A~ O' , ~ ~ ~ Rolelgh, NC 27807-3388
~ ' / ~ ~ o I 7 5 ~ ~ i ~ - ~ , LS P RK D ~r) ,'V~ ~V~\. ~ ~ ~ /1 919,881.9949 t ,
,,i t ~ I ~ ~ ~ i ~ ~ ~ , ~ i ~ ~I ~ 1 i} ~ ~ ROOFING CONSULTANT
1 ~,ti J I ~ ~ ~ J W Stafford Consulting Engineers A
, , 1 / ~ Ir~CC?h~/ ~ ~ ~ ~ 1 ~ ~ ~ / W 7424 Chapel Hill Rd, Sulte 102
il_~ - f TP S l~ 1J' ~ I) i ~ ~ ~ Rolelgh, N,C. 27607 ~ „ I , Phone; 919-852-1038
I - , ' r4',r a ' , ~ ES 1 SF ; ~ IP ~ t ~ ~ ,tN 31
s l fi~,,~~~. , , 1 , , , I H W
I ! I ~ MPQRAI~X LEVEL SPREADER TYP, ~ER, TYP, ~rGrr i t ; la % ~ Q W
~ ,1. i ~ CHECK %~DAM 1'YP. ~ ~ . , ~t~L F~OGIh,? "ra~,`~~ _ ~ , ~ " ~ ~ r ~ PACE ®Z~' ~ r I ~ PROJECT j i ~ µ
C E INLET ? b O,C,, PTOT CTI N P ~ ~ r . 1
~~f~AI~F F! (:`v'=;33v.~.~ ~ % ; ~ V ~,r HEMP RARY-'SILT FENCE T'YP. ~ ~ ~ ' I I{ i ' ~r E-22 Elementary School / i ti ~~C~ t ~1 ~
- ; / ~ I. i \ ~ TEMPORARY GRA ~ ~ ~ IN d 0~~1(l,f.)= .326.2, ~ I ~ VEL ~ ~ I ~ ~ ~ ~ ~ t. ~
~ , ! ~ i ~ ENTRANCE EXIT PAD ' , , ~ ` }
~ i,i ~ ~ ~ 1 ~ ~ I ~ ( ~ ` ~ ~ ~ i' ~ I ~'A , i ~ ~1 ~ ~1 ~ ~ C
~ ; t, ' ~ ~ ~~f ` ` ~ r % ~ CLIENT
i h . r ~ f
J ~ ~ vi r' ~ I ~ ~ 1 ~ i ~ ~ ~ Ii ~ ~ ~ i ~?j j ~ii ll~ ~ ~ Wake County ' ~ IJ E
l i I I`~. ~ `,J ~ ( ~ ' ~ ~ i 1 ~ i _ ~ r~ r
~ , 'il ~A ~ , r ~ " ~ ~ Public School System ,'+l1 ~,~r' ( - 1
~e~~ C~
'Y
r
to
LEGEND
~x STRUCTURE NUMBER M * ~~y
~ (CURB) CATCH BASIN NOTE:
® STORM DRAINAGE MANHOLE 1, SEE SHEETS C-120, C-121, C-122, L-604 & L-605 FOR PROJECT NUMBER;
EROSION CONTROL DETAILS.' HORIZONTAL 8CALE 10031800
? DROP INLET W GRATE 2, DISTURBED AREA ALONG ROADWAY IS APPROXIMATELY 9.2
ACRES, 0' 20' 40' 80' PHASE.
POND RISER 3. THE EROSION CONTROL REVIEW AND INSPECTION WILL BE Permit submittal
ADDRESSED BY NORTH CAROLINA DEPARTMENT OF 1 INCH = 40 FT. GATE. ENVIRONMENT AND NATURAL RESOURCES, NOT TOWN OF a-o3-2007
-TP - TREE PROTECTION CARY.
INLET PROTECTION 4. TOWN OF CARY WILL NOT ISSUE A GRADING PERMIT, GRAwR eY:
5. PROJECT DESIGN AND CONSTRUCTION SHALL MEET ALL OF acN
~ R O OCK INLET PROTECTION THE REQUIREMENTS RELATIVE TO BEST MANAGEMENT CHECKED eY.
PRACTICES AND ENGINEERED STORMWATER CONTROL PAIc STRUCTURES AS OUTLINED IN THE TOWN OF CARY LAND
® OUTLET PROTECTION DEVELOPMENT ORDINANCE (CHAPTER 4, PART 4.6, LDO). REVISIONS
-SF - SILT FENCE
no. revision dots
-TP - TREE PROTECTION 1 CDcREVISION 03.16.01
2 TOC COMMENTS 04.03.07
TEMPORARY DIVERSION DITCH 3 OWQ 03,28.07
I Tnn nA,I,~ru TC n• nn n~f
ROCK CHECK DAM 'vu %'WmmLn IJ V+.ua.u/
8 NCDENR 04.11,07 CARY PROJECT NUMBER 07-SP-022
® STABILIZED OUTLET FOR SILT FENCE APPROVED
TOWN OF GRY
® COMPOSITE REINFORCEMENT TURF MATTING Approved By Date
Planning Dad GRADING, DRAINAGE,
® COIR MATTING Engineering Date & EROSION CONTROL
C112

'
/ ~ - ~ I'~ r ~ ~ ~ \ ~ ~ O s CO tf) ~ i~ y ~ % r ~ '''s a d ~ ~ ~ f 1~ ~ ~ STORM WATER NOTES,
~n / ~ ~ ~ N O ~ / \ , ~ ~ ~ 1. STRUCTURE NUMBER ON DRAWINGS DENOTED AS xXX
\ ~ / V ~ \ V A ~ . ~ 1 i ~ ~ ~ ~ ~ A ~ % ~ ~ / ~ ~ ~ ~ I v , ~ / / ~ ~ ~ . v ~ , ~ 1 ~ ~ ; i ~ ~ v I ~
~ ~°h A ~ ~ ~ 2, CB =TOWN OF CARY STANDARD CATCH
A - m~--~_ ~ ~ ~ ~ ~ ~ / i ~ i ~
~ ~ ~ ~ ~ ~ BASIN. #8000.03
f ~ 1 ~ ,
` 1 I 3, MH =TOWN OF CARY 5TANDARD STORM DRAINAGE CHERRY HUFFMAIMRCHITECT~
~ 1 ~ ~ MANHOLE. #8000.05 135 E. Martin st„ suite 101
~ I', ;r; 1 ~ Raleigh, North Carolina 27801 ~ 919.82L0805 9191821.0720
~ r ~ ~ ~ \ CJ 6) ~ tai _ i ~~,C:i / ~ ~ } I ~ i ~ l i 1 4 ~ 4. FES =FLARED END SECTION, NCDOT STD, 310.01. www.cherryhutfman.com
~ 1 ~ ~ ~ ~ / ~ ~ ~
/ ~ ' ~ ~ ,t ~ , ~ - - ~~7 ,i f ~ ~
~ \ \ e , / i A ' i 5, ELEVATIONS ARE MEASURED TO THE GRATE ON DROP 'I
'J ~ ' ~ ` ~ INLETS TO THE RIM ON STORM DRAINAGE MANHOLES, Dewberr i ~ y
~ ~ " M ~ ~ ; / ~ f ; I~ AND TO THE TOP OF THE RIM ON CATCH BASINS. °'&DaN~~;°A~ f ; WOFF BUITE20D
/ ~ ! V ~ Si ~ ~ ~ O ~ / 1 ' ! l ~ V ~ _ f f i'" ~ A 1 ~ 7 \ ~ 0 RAU]GH, NC 27612
1 ~ f ~ ~ASI MBLY 6. RCP SHALL BE CLASS III REINFORCED UNLESS
1 ~ ~ ~ ~ _ / ~ ; ~ ~"I ~ OTHERWISE NOTED. sEALs
/ / ~ ~ ~ V \ ti ~ V \ , . ,i a / I ~ 1 , \ ~ \ ~ ~ - - CURB, & G(JTZ~P1 / / HAND AP RA
~ z ~ ! ' 1 ~ y z m 8 GATE V~,1.t/E r i ~ ~ i (°/y'~ 1'0-ASRkiAIT- v I / .ND AP RA ; ~ Pvc coNOUI><1) ~ 7. SANITARY SEWER AND WATER NOT LOCATED WITHIN THE ~,NUaap,
~ ~ ~ ~ ~ V \ r ~ ~ r l v x8 TEE / n ~ ~ ~ \ ~ > ~ ~ ~ _ _ GREENWAY ~ \ r1.2 ~ j ' CROSSING yeh, ~ RIGHT-OF-WAY OR PUBLIC EASEMENT SHALL BE PRIVATE ~oati~ C ARO~ y
~ ~ s I \ 0 ~ I 1 { o ~ ~ ~ ~ ~ GAT E I I w o~.~oECSS~ey'~y9'.
~ 1 zn I / ~ ~ ~ ~ D ~ ~ ~ ~ ~ i " ~ 1 ~ ' ~ AND OWNED BY WCPSS,
c
/ ! z ~ ~ 70 ~ r r vJ q 4 + i ~ i ~ - 8. ALL STORM DRAIN FRAMES, GRATES, AND HOODS SHALL BE
/ / a> 1 1N ~ l~ M N rt-,! STAMPED WITH "DRAINS TO RIVER" PER TOWN OF CARY Fol~~ A IE~9 , s~ILY
~ ~ r r ~ ~ P ~ ~ ~ r , +oo ~ ~ ` ~ STANDARDS AND SPECIFICATIONS, ~•0..9,~F"~,atis~E ~S~~~p`~•
~ FES - / / q S UCTION '9q ~ A . ~~aep
I ~ INS ~ / _ - ~ - 1 W O ~ P / / ~ . ~ Q,35 STORM DRAINAGE SCHEDULE e1eOaej1
i A % ; Struct No. Struct T e To Hood Pi Dla. in Pi T Len th R Slo a RMt InveR In R InveR Out R j i ~ N 10 CB 311.94 307.00
_ ~_-.-r~ , ~ i ~ / 15 RCP 43 0.0200
1 O ~ti t , N 11 CB 311.94 308.14 305.94
~ INSTALL 4"X4"XZ' 23 CB 310.12 15 RCP 210 0.0100 30525 305.00
/ I W, 4 3O ~ ~ .rr / ~ ~ ( ( I ~ ~ POST TO INDICATE 15 RCP e1 o.ozal
~ I ' ~ ~ 3 ~ ~s A l lr ~ ~ i Z ~ 5 P I _ N / , ~i END OF CONDUITS 25 MH 307,58+/- 303.00 302.75 N / ~n'P) 15 RCP 99 0.0258
m N ~ ~ MIL _ _ _ D ~ ~ ~ _~F- o~ ~ 8.~oa I ` 1 GMT ~ ~ 28 CB 305.45 30020 300.00
m ~ ~ ~ RI -I ~ ~ LF.~ _ ~ ! I r t IAB BAR _ /r 15 RCP 43 0.0140
~ n~ c~~ , ti ~ i ~ 30 ~ / ' 27 CB 305.45 299.40 299.20 ~ i
= i I N V 1 1 - _ ~ ~ ~ ~ ~ ? I ~ ~ E RGEI~CY - 18 RCP 40 0.0050 ' I 28 FES - - 299.00
r `~NEIR' m - , , y ~ ~
Z i ~ - ~ ~ J 1' • ~ 22 CB 310.12 - 308.12
i ~ 3 ~ ~ ~ ~F m - i ~ I ~ ~o / , / 12 RCP 43 0.0202 . _ , 23 CB 310.12 305.25 305.00
. n i - cup ~ / .J ~ I I \ ~ 1 _ r'
J . _ - i ~ ,I ~ 24 CB 311.1 - - - _ - 304.00
, ~ - z - 5' C RETF1 ~ ~ ~ ` ~ r 6 ~ U VY 15 RCP 37 0.0270 i '
- ~ ~ -i ^ F O~ 25 MH 307.58+1- 303,00 302.75
' ~ ~ „ / ~ y ~ i D O I ~ DNS NOTES;
i... CONSULTANTS ~ ~ 1, TOPOGRAPHIC SURVEY PERFORMED BY TAYLOR WISEMAN TAYLOR,
l ~ i ~ ~ \ J ~ \ - ~ + ~ ~ ~ ~ \ ~ ~ / /i ~ C6A~~ fi RIP . - ~ ~ _ v ~ . ~ f 4~ SEALS f J. t UNOSCAPE
N / o -I+ ~ \ \ ~ ~ . . - - r~ / ~ V~/. ~G~OTEX~I~E._LI I~ER ~ f _ . 1 ~ ~ - ~ ` ~ Q0 ~ I ~ \ \ ~ . CURB-~GUk R / ; ' / ~ ~ .r - _ ~r.. i :~~~J."` 4 2. WETLANDS AND STREAM BUFFER DELINEATION PERFORMED BY McNeely Aaaoclatea
II 4 5501 McNeely Drive TRIGON ENGINEERING OCTOBER 2006,
I ~ , 0 ~ -r ~ , "~P~ ~ Raleigh, NC 27812
v ~ / 1 919.782.96fl7
I ~ ~ ~ ~ / / / ~ 11.E l ~ `~43 - - '~f ' 3, ALL NEW SANITARY SEWER SHALL BE 8 INCHES IN DIAMETER, X43 _ ~ STRUCTURAL
' ; ~ r - ~ ~ i n . _ 1 1 ~ \ ~ / / / ~ 1 ~ ~
_ _ ~)ri 4. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NCDOT AND 1015tWodeoAvlenue hang
TOWN OF CARY STANDARDS AND SPECIFICATIONS. Rolaigh, Nc z76os 919,832.55tI7
T T _ 5. PROJECT SITE IS LOCATED IN FEMA FLOOD INSURANCE RATE P2UYS YECH, EIEC k CIVIL
Lr = 124' L = 62' NORMAL ROWN - MAPS (FIRM) AND IS NOT LOCATED WITHIN THE 100 YEAR ewberry ove ~ 2301 Rexwooda Drive
_.T Ralei h . FLOOD PLAIN, NUMBER 3720072400) AND 3720073400) DATED 9 , NC 27807-3388
IGH POINT E EV = 314.3 ._.p . _ . _ _ - _ LOW NT -E{.-EV 314.1-9 919°881.9989 MAY 2, 2006.
HI H POINT ST = 30+80. 9 ___.___.t.4W-.__P ~_-~-TA--.=_..2. _ ROOFING CONSULTANT
340 P _ VI STA 31+00 340 6, PROJECT SITE IS IN JORDAN RIVER WATERSHED. Stafford Consulting Engineers
PVI ELEV = 315.72 7424 Chapel HNI Rd. Sulte 102
_ Ralelgh, N.C. 27807
~ A.D. _ -4.50 7. CONTRACTOR SHALL VERIFY MATERIAL OF EXISTING 12" SANITARY Phone; 919-852-1038 SEWER PIPE. IF MATERIAL IS NOT DUCTILE IRON, CONTRACTOR
SHALL PROVIDE 12" DUCTILE IRON PIPE AND APPURTANCES
- _ -_-._---.__250._ ._YC._.._.___.
~ 1~fr.Ofl--VC- REQUIRED TO CONFORM WITH TOC STANDARDS AND PRaECT
SPECIFICATIONS.
E-22 Elementary School
NM n t0 ' N + ~j _.x- _ _ 8, GROUND SURFACE OF PROFILE IS AT CENTERLINE OF ROAD,
NN ~ N~ MM _ MAINTAIN MINIMUM COVER OVER WATERLINE PIPE BASED ON
_ T. ~ ~ Y-_.__. z __.~T__~~~-- FINAL GRADE IN THE LOCATION OF THE WATER LINE.
NV1 N ~ Li.l w _ ......._......---..._._.._.......__._------._~..L.---...._._....--~---...__..__... 320 CLIENT
320 > m w w w Wm
~ 36" CLA 9. SEE TYPICAL SECTIONS FOR ROADWAY DIMENSIONS AND 3s" CLASS ~ o PAVEMENT SECTION. Wake County
_ __..~,.__.__....._..___a
Rv 95 _ LF OF 15 RCP - / ~ Public School System
_ _ _ _ _ __._.__..__9.47 43 F F- . h__Q_._. 10. CONTRACTOR SHALL SAWCUT PAVEMENT AND MATCH EXISTING .3 hF_QF__
i ~ 1.$ - 4 MIN. ~ 1 RCP A........._.__ _ EDGE OF PAVEMENT ELEVATIONS FOR ROAD, SIDEWALK, AND 1- RCP___...._. _..----L.______.____ _ CURB AND GUTTER. ~QV~ C~,
' / 1.007 ~ 1.007 ~
~ o 7- 11. 3;1 MAXIMUM SLOPE UNLESS NOTED OTHERWISE ON PLANS. ~
lF r i F - - _
i _ ._..15_.~CP _ ,47 99__LF_ ~ - ~ ~ 12. ALL CONSTRUCTION ON THIS SHEET SHALL BE A PART OF THE
2.1-A--L-F - - 1 , 18"- i~.~CP TOWN OF CARY ROADWAY BID BREAKDOWN. ,~y
0 , 43 L OF 2 MCP _1 ~ _ _ ~P ~ _ R___.. _ 3 ,0- - M * ~
300 15 CP 3 LF OF 300 13. MILLS PARK DRIVE PAVEMENT DESIGN SHALL BE DESIGNED AND
2 RCP SEALED BY A STATE OF NORTH CAROLINA LICENSED
2, 02% ~F--~-- - - . - - PROFESSIONAL ENGINEER,
_ _ PROJECT NUMSERt
O ~ 122 LF F 15" RCP _ _----_L___..___._..__..__.___
U U 3.69% o_____.._.__ _ _-__u_.-_ ___z_.__ .._~c~.-. 14. OUTLET PROTECTION SIZES AND RIP RAP CLASS SHALL BE 10031600
ANO B OWOFF ° FOUND ON SHEETS C112, C113, AND C114. PHASE. B OWOFF I Permit Submittal
W 122 LF OF 4" RCP ~ • O
LEGEND aATE;
- + HORIZONTAL SCALE 4-03-2007 _ Q STRUCTURE NUMBER
N ~ _ ~~.Q._..__._ _ _ ORAVN 9Y; i ~ , : 0 20 4a so AcH
. _ ~ (CURB) CATCH BASIN
280 I- Utn~? ~ ooo~ CHECKED SY; 1 INCH = 40 Ff.
d. ~ M ~ 280 ® STORM DRAINAGE MANHOLE PAK
't40 gyp`-tlj0 '~.rjr,,j0 r_ ~ 1~._____ _ ~_.fl t~ M- _ ~ e~ Q DROP INLET W GRATE REVISIONS
_ VERTICAL SCALE
. -O.____ - . . ~ . .0----- . no. revision date _ . ~ POND RISER O~ 4' 8' 16' ~ - - 1 CDcREVISION 03.16.07
~I-~-Q---- Q..._._._._..__ - ---~~__~_~..C?._... _ ~I Z CO _ . 2 TOC COMMENTS 04°03.07
N - .N ~ _ _ _ . _ p N -TP - TREE PROTECTION 3 owa o3.za.o7 _ , . , .A _~._7____..__..___ i INCH = 8 FT.
~ rnrvzZ r r~,nni ZZ c. ...777 ~
v,~ vvitt z d 0 i9 v r
7O Lr, .p) ca INLET PROTECTION 4 TOC COMMENTS 04.09.07 5 NCDENR 04.11.07 Lr, Lo
C~_..____.___..._ OF OUTLET PROTECTION
+~r to 1")
_ -SF - SILT FENCE CARY PR07ECT NUMBER 07-SP-022 APPROVED
260 . 0 LtA 28+00 29+00 30+00 31+00 32+00 33+00 34+00 -UGE- UNDERGROUND ELECTRIC TOWN OF CARY ENTRANCE ROAD y z z 260 Date Approved BY PLAN & PROFILE
Planning Date
Engineering Date C104
35+00 36+00

I /
I I f. / f j i 'r
' I l ; r` ,
i
I J~ / f ' ~ / l
I ~f NOTES;
I 1
j , 1. SEE TYPICAL SECTION L SECTION ON SHEET C112 FOR PAVEMENT. CHERRY HUFFMAMRCHITECTI&
I 2. SEE SHEET C108 FO C108 FOR STRIPING, 13S E, Martin St., Suite 101
l i E Ralelgh, North Carolina 27601 919.821,08A5 919F821.0720
I ~ i www,cherryhuffman.eom
I I
' /
Dewberry
i r ' I 1 Dewberry & Davis, Inc.
I ; / 2801 REXNOODSOri~E suITE~O RMEIGH,NC9el2
i PHONE: 61&8B1AB82 " FAX, 918.881 BB29
~ r'
+ 1 ' 1\ ° SEALS
I i
I I j; jeeennegh
j
I ~ ~ f 1~ { l .o°~~.•~~?..~1~••, - ~.o,,. Ess, . y• J : ~•••~pE Oy~••i9 wi c
I i' 1
F ~ I j i fif ' f I~ 4 ©~~V
' F0~ IEV~POS~S f~IIY
I I ~ i I I
I I ' •.~~F~ •.......15~~ o•
I I ~ j ,e9yehee~ine~jeeee,
I i 1 r 1 r
I ~ j' i 1
~ ' i I I + ~ f
/ ~ 1> I ~ 1 ~ D ~
j f'1 f"'1 I ~ I C_ R1
I ~ G1 i I t' 1 r r•, r- ~ I r-., r-
~ II it it ~ II p m ~ ~ r~p li !I II ~ r ` r
1 W t,~ r W Gd ~ ~ I - _ _ cn cn o z rn n z ~ ~ Q < n I ~ - -a ~ r j i Z G)
s Cxl ~ C, L..~ N ~ ~ C C ~ ' ~I ~ c c / --~I~A.,i.. -~'~~ff c~~, N N CT 1~1 j Z D
I (n Ur rli C' t1~ C.ri -I Q t ? ~0 ~ ~ U C_, ,T r r SAWCUT EX, EDGE o -r
i _._.__..F-__..._._.. i OF ASPHALT ~-I c~ .IM ~ rn x~
~ 47 fTl 1Ti l'
_ _ _ t~ - NES 120
_ _ _ - - _ MP - F/10 _
~ ~ ~ EE-ET E10~-- , H -i---_.- ......__W r FOR MILLS PARK DIVE _x ~ / , ~..,w, _ cif
~ ~ TS Cam,. ~ - O ~P _ r..~
WW .._.7z_:_,.:_:.~_ ~ 0 ~J ~ ....,.._...t.,..
- D ~ _ _ _ ~
. ___..__---.r - - - _ _ _ _ ._.._.r_._.. I
~ i ~ ~ ~ ~ ~ y, ~ _ _ T IN ~ L.._ _ ill/1.~ SEALS 1 _ ! ~ ~ . LANDSCAPE J •
~ SAWCU E - - ~ ~ f......_ 4 c ee y aoc o e I ~rl _ .r., k~
. . _ 1 T % 1 X01 Ca 5501 McNeely ~40p~~~ ~ Raleigh, NC , - _...ry ~ 2 612
1 _ _ - _ - ^ _ _ - _ J~ ~ ~ . _ - ~ - -_,~--._.-_-_-w ~ ~G' sir , _ 919.782.9697
~ _ ti~ 1. _ _ r V ry° - ~~1C~ _ ~ ~ . - _ _...r -
~ ~ - _ _ . I . - U~ _ Pa ' - . 9
~V ~ . _ _ _ . atera Hopkins, ~ w TA~ ~ - - 1015 W de Avenue
r~ ~ - t i _ ~`"F~~ Rolelgh, NC 27605 ""`-tv ~ ~ L. _ 919.832,5597
4 _
. _r ^-~y ` ~ PLUMB MECN, EIEC k CIVIL
. h'}<~- _ . _.y • ~_(~~11V~`~ ~J h'(' _.`f' 1 Oewherry k Oavla
. v v'v'y, ~„r , . ~ 1~~~-,..~•~r.~~1•~'`~ ~.Yy. i,E(_"1C ..,,,_„C.~-_. ~ Ro etlghe NC 27507x3388
. Y. % / r ~ 11..
3 ~ "C / ~ ~ 1. •Y ti.... _
_ J.,. w........ ROOFING CONSULTANT r _ ~
~ / _ ~ C' YY-, ~ ~._W Stafford Consulting Engineers 2
l ~ w - ~ - ~ ~ ~ w ; . ~ ~ ~ - - Suite 10 • i ' + \ ~W~~ 7424 Cha el HIII Rd
_ . . , ~ - ~ , Y ~ Raleigh, N C 27607 rV • - `4 ~ y Phone. [phone] -
- LJ r / ~ ~ - N - .
I N . v
U1 I ~ \ ~,yry f \ \ < ~~1~ ,.J,,. • _ , - _
~J ~ t ~ v \ A f C~ / / I.. - ' ~ -
~ G~"' ~ CO CO ~1 ~ V \ ~ ~ _ ~ ~ ~ i'
i l ~ , \ - - ~ _ E 22 Element y Sc o0 ~
~ ~ ~ ~ _ . - - f- . .
~ - ~ .
~ ~ ~ ~ w ~ / _ . _ = 1 ~ - 7'
- ~ ~ try ~ ~ ~ ~ / \ \ -y" : _ O ~7 ~ - - CLIENT

~ r ~ v ~ ~ ~ ~ ~ ~ ~ ~ 1,,~ ~ ~ N r ' ~ ~ _ Wake County
- ~ ~ ~ ~ C~ ~ . ~ ~ .w,_ ~ , - r- _ - ---'R CARY P 07 Sa022 Public School System
\ ~ ~ ...I' ~ i / _ _ ROJECT NUMBBt
, \ \ ~ \ ~ , ~ ~ _ ~ APPROVED
~ ~n ~ 1 ~ ~ ~ _ ~ ~4 ' ~ _ TOWN OF CARP Q~~ C~, .
~1 ~ \ / - ~ _ _ ~ ~ j t,. 1 ~ • ~ • .__,2
~ - - -
i' f ~ ~ r U' ~ ~ ,.J Cfi ~ ~ ~V ~ ~ En9!°~~g ~ ~ . y_ _ _ Date
/ n ~ ! CJ ~ ~ ~ ~ ~ ~ / / t,J I _ ~ to _ i
~ ~ C0 ~ ~
I
~ / I ~ r ' / / ~ / G: ~ ~ ! ~ r,, • ~
1 i / ~ / ~ ~
~ ~ ~ ~ r i ~ ~ ~ ~ HORIZONTAL SCALE ~ ~ra 0' 20' 40' 80'
- ~ ~ 1 ~ ~ f~ ~ it r~ i~ ~ ^ f ,i ~ ` PROJECT NUMBER;
/ - / ~ J ~ l I r
~ i / / ! ~ / ~ (n , ~ ~ 1 INCH = 40 FT, 10031600
~ ~ ! ~ i I ,i ~ ~ , _._-~._Z ...rl~ PHASE;
' ~ ~ ,l,a / ~ / _i Permit Submittol i ~ i _ -(-rl-
.P r ~ / . / f'rl I iTi / ~ ~ J. , z1 DATE: 1f~i~
~ 1 / ~ ~ / / - i' \ / ~ / ~ - / ` ~ N ' ~ i ~ / ~ 4-03-2007
' ~ ~ N N ~ ~ ~ ~ ~ _.1 ~ - - , 1~~~ N v Y1 Z ~ ~ N I~) l-' DRAWN BY:
~ r ~ ~
Y. ~ ! 1 ~
~r
~ , .s ~ ~ , - • _ ~ - . ,i ~
. , 1 , C~ ~ . - , ~ ~ i ~ r,, ~ REVISIONS ' ~ i
- ~ ~ N ' r''~ ~ , • ~ ~ Y `t j, ~ ' / / ~ - no. revision date = - ,
- ~ -'h .cam= ~ ~ - O ~ .i - ~ , , r - i ,..-a ~ 1 CD. REVISION 03.16.07
~ _ j ~ ~ ~ ,/C ~ ' _ / ~ ` ~ r" 2 TOC COMMENTS O4.OJ,07 ~ .
~Z - ~yy t <l~ i r' / 3 DWQ 03.28.07 .Y- _ _ r,
- _ ~ l tip. ~ / ,,,,.'`i Ss. r ~ _ ,,_•i 4 TOC COMMENTS 04.09.07
. ~ t ~,.Y g5'- / / e .,..,.ran n. „ n
FrI
CC Q ~ .
N) 01
N O
O -P ROAD WIDENING PLAN
.
C105

IVV I C,J.
- ) , ~
\ \ ~ ~ \ \ r ; j \ ! ;J 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF CARY
c3~ ~ \ k ~ 1 ~ ~ \ ~ r ~ % ; ~ 1'~ ~ STANDARDS AND SPECIFICATIONS.
~ ~ v \ ~ ` ~ \ / i f ~
o ~ 20 OWN 0~~. ~ . A ~ ~ v ~ `,I, ~ ~ ~ .l ~ , \ ~ ~ \ ~ ~ A ~ ~ ` CARY ILITY ~ ~ ~ ~ ~1 ~ , ` l~ ' 2. ALL NEW SANITARY SEWER SHALL BE 8 INCHES IN DIAMETER,
~ \ ~ - ~ EMEN ~ - \ ~ ' ~ ~ i
~ ~ ~ ~ 3. ALL CONSTRUCTION ON THIS SHEET SHALL BE A PART OF THE ~
~ v \ WCPSS SITE BID BREAKDOWN. WATER AND SANITARY SEWER NOT CHERRY HUFFMAMIRCHITECT~
r I I ~ N ~ ~ ~ ~ , ~ VARi E WIDTH ~ ~ ` ~ \
~ LOCATED WITHIN THE RIGHT OF WAY AND PUBLIC EASEMENT SHALL ~ ~ ~ ~ 135 E. Mortin St., Suite 101
, UTILI9~ EAS MENT \ ~ ~ \ ` ` \ BE OWNED AND CONSTRUCTED BY WCPSS. Raleigh, North Corolina z7eo, ~ , \ ~ , iI ` 919.821.0885 919?82L0720
i _ ~ www.cherryhuffmon.com
~ - _ ~ _:.~~r_..._-~-_ - ~ ~ ~ \ ` i ,~K-='ry 4. ALL CONSTRUCTION SHOWN WITHIN THE PUBLIC RIGHT OF WAY OR
~ V \ ~ ~ i \ PUBLIC EASEMENT SHALL BE A PART OF THE TOWN OF CARY
l N .p ` ~ N 1 \ , ' ~t y ~ ~ ROADWAY BID BREAKDOWN. ~e~IVb@Y'l'y
- - 95 96 ~ 4. ~ ~ i 1 ® r~.__..__ ~ Dewberry & Davis, Inc. r~ \ \ \ mot REXWOODSDII4E
~ ~ \ ~ ~ 5. THE CONTRACTOR SHALL MAINTAIN SEPARATION „°~~12
~,%k\~ \ \ BETWEEN SEWERS AND WATER MAINS AS FOLLOWS. F'HONE:BW.ABI.BBBD FAIL BiB.881.9A2S
Q-- \ ~ . ~ \ 4th, ` \ ,i ~ ~ \
1 \ 750405.3459 ' ~ ~ ~ ' y-~'~ ~ \ ~ i\ (A} LATERAL SEPARATION OF SEWERS AND WATER MAINS. SEALS
1 \ 2030070.7939 ~ EASEME ~ y~ ~ \ \ ~ ` \
A ~ 0 ~ ~ ~ ~
~ \ ' ` \ \
tit \ \ \ ~ ~ ~ ~ \ ~ \ WATER MAINS SHALL BE LAID AT LEAST 10 LATERALLY FROM ••so~~~ssi ~•.!y'•..
SCR \ ~ ~ \ ~ \ EXISTING OR PROPOSED SANITARY OR STORM SEWERS, • ~•QQ 's9
F ~ 0 ~ A ~ ~ ~ ' y R ~ ~ , ~ ~ : ~ ~ y-`~`~. MEASURED LATERALLY EDGE TO EDGE, UNLESS THE ELEVATION F~~l~. ®t~W~II~GS
Cy ~ ~ 1y.~- \ i ` OF THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES Fod~R~r1EVPos~s¢~LY
~ W N ~ ~ _ ~ , ~ 8Z~6+9Z ~ ld ~ v ~ _ \ ® ~ \ ~ ~ \ , ABOVE THE TOP OF THE SEWER WITH A HORIZONTAL SEPARATION ~••sq••.,f~s~,,~,••'~,~5•
` \ ~ Oir~,,T \ OF AT LEAST 3 FEET, '•e~Flq A, K~S~~°
~ A \ ~ ~ ~~~iiGi~~E~~~1 ~ ~ gieshasuss~ ~ ti, A ~ ~ ',ref, ~
` ~ ~ (B) CROSSING A WATER MAIN OVERT UNDER SANITARY SEWER.
N a, ~ ~ ~
, ~ ~ ~ . ~ ~ ~ l ~ 1 ~ A
~ ~ WATER MAINS & SANITARY SEWER MAINS WHERE VERTICAL
~ ' ~ SEPARATION IS LESS THAN 18 INCHES OR THE WATER LINE K ~ ~ ,
\ ~ \ ~ \ ~ . ~ ~ PASSES UNDER THE SANITARY SEWER, THE ENTIRE LEG OF THE
~ ~ ~ ~ ~ ~ ~ SEWER LINE SHALL BE DUCTILE IRON PIPE EQUIVALENT TO
~ ~ \ i WATER MAIN STANDARDS, ' ~ t_,. -
- _ ~ ~ ~ A SE3 6 ~ i ~ ,
~ ' ~ WATER MAIN SHALL CROSS SANITARY SEWER MAINS AT AN ~ ~ ~ ~
\ r- 00 ~ ~ ~ - . ~ ~ \ ~ ~ , --~-a~-' - APPROXIMATE 90 DEGREE ANGLE.
• \ , ~ _ ~ , \ ~
Z O ~ - , A ® ~Si ` ~ f \ (C) CROSSING A WATER MAIN UNDER STORM SEWER
_ ~ _ ~ 1 \ - ~ ~ 1 '`tSQNTROI OIN1~ y~7o~t0 1' T ~ WATER MAINS AND STORM SEWER MAINS SHALL HAVE A
~2"BAR ~I ~ ~ ~ ;r-__
'r , 935. z~ ~ , V A i ~ 1 ~ I ~ 750,E N=750,~J,86,7T ~ 1 ! MINIMUM VERTICAL SEPARATION OF 12 INCHES WHEN
" i ~ E'~2, 030, E'~2,030,~89,2 ~ ' ~ - ~ HORIZONTAL SEPARATION IS LESS THAN 3 FEET UNLESS
f,, ~ ~ ~ \ ~ Q. ~ FLE'D'- 3 FLE'D'- 334 ~ ~ ~ OTHERWISE APPROVED BY THE DIRECTOR OF ENGINEERING.
_ 1 " \ - ~ - - - CONSULTANTS
. - / ~ / I F, fi......_._~ ~ SEALS
- . _ i i~ - _L t - -L - y , LAND8CAPE f\~ ~'"r McNeely AssoCiotea
5501 McNeely Drive
MATCH LINE RolNgh, NC 27612
HEET C107 SEE S 919J82.9867
STRUCTURAL
Losoter, Hopkins, Chonq
1015 Wode Avenue
Raleigh, NC 27605 919,832.5587
MH ~ NORTHING FASTING
190 750435,681!) 2030017,8748 PIUYe YECH, ELEC !CIVIL
200 750470.5156 2030215,6817 Dewberry Dovie
2301 Rexwoods Orlve 210 750410.2995 2030336,6805 Ralelgh, NC 27807-3388
220 750308.2395 2030390,5305 919,881,9959
340 T___-- 340 ROOFING CONSUL AN
Sta}ford Consulting Engineers
N 7424 Chapel Hill Rd, Suite 102 Rolelgh, N.C. 7
0 Phone: [phone]
N p
NOTE; PROPOSED 12 _ RC STORM CROSSI G AT TATION 10+52, ELEVATION 297. 4, p , O
' PROJECT I
O- N M
.
~ ~ - -o E-22 Elementary School
~ ~ o _.----.--o-- ___._---.-----..-oa -pj.._..__._._._._..
~ ~ ~ c~ N - z z Z-- ~ p pp ~ =.M N
p ___..------$-~-p -----._.$.~..p 330 ~ ~o ~o ° ~ 330 cuEN
o -
F . _.__w.__~ - . _ Wake County
p ~ p ~ p _ __..__.._...1LS~ Z _.._...__..._..__.__.___l_. . _ ~,~._zi p , / Public School System
~ ~
~ ~ ~ -m---- ~ . ml-- mF-_ mF-_ 0~0 /
~{e~BU C~~
=000 ~ II F
M II ~ ~ _ _ _ ~ Q~
rn Q ~ II i
°VQ _ HORIZONTAL SCALE (n
N ~ > ~ 0' 20' 40' 80' ~4
_ EX, GR DE M ~~y 320
320 ~ ---.-___-p.__..._.._ ~ O 1 INCH = 40 FT.
ENO ~ i 0
_ . _ _ ---__-_.u . _ . _ _ _ _ ~ 15 RCP S ORM PIPE ~ 15 RC STORM PIPE ~ ~ ~ LF-~ - - - i~ - ____V -
Ar. . W ~ PROJECT NUMBER: LY VERTICAL SCALE 10031600
o . . - - -_..2-..M1N.- _ _ _ . _-II-_~-_.._.. ~ Z.
. p ~ ~ ~ SEPARA ON J~ 0' 4~ 4' 8~ PHASE:
= i Permit Submittol
p i 1.F A~ 1 INCH = 4 fT, DATE:
" ~-ZZ
w 4-03-2007
OF _ . _ ,w DRAWN eY; _ - ACH
1.~5.._~_.._. » DIP ~ _ _ _ _ .
CHECKED eY: I
310 1 T R 2 WA E 310 PAK i
70 LF F 15U RCP
~_.1 . . 0 REVISIONS
O~____..__,___ no, revbion date
Apo- _ _ _ I CD:REVISION 03.18.07
195 __.._,...._._.._.._A _ 2 TOC COMMENTS 04.03.07
25 LF OF 8 3 OWO D3.28.07
15 RCP 4 TOC COMMENTS 04.09.07
nenv nnn~err .u iueen n~ en n~~ 5 NCOENR 04.11.07 ~
_ l.1'1RT ~RWG~.1 IYUI'IDCR V/ Jr1lLL
APPROVED TOWN OF CARY
Approved By Date . Planning Date SANITARY SEWER
300 300 Engineering Date PLAN & PROFILE
10+00 11+00 12+00 13+00 14+00 15+00 16+00 C106

INE TCH L MA
_ ET C_106 , EE SHE _ S _ _ 3 , ~ ~ T~
~ ~ _ J^ , _ _w. , r FDG~ ~ ~ ~ i c~
, / ~ \ ~ f v , ~ ~ ~ ~ ~ ~ sF~~_s ;I ~ v
. : - _ 4` s~1 ~ -1 ~ I ~ ~ r ~ ~ ! ~ N ']!ja ~~~8.5' ~ ~ ~ CHERRY NUffMANRCHITECT~
i ~ f i r ~ ~ 6 ~uIIN, SEER RATIO ._.I _ . ~ - , , 1 ~ / ~ ,x ~ . - - - . ~ . _ W w_ _ t f - - ~ .a rr r_~ . _._.1~-=."----._______~... ti~ f ~~U . Vic) ~ _ „x . . . r _ .W..._....... - ~ . _ ~ E 2,03(~,9~.1,3 \ ~ 135 E. ~lortin St„ Sulte 101
34.~.Erl~)f ~ \ RoleigA, North Corollno 27601
~ ~ _ . _W. - . _ i 1 ~ - ~ _ _ _ . - - _ .3>> ~ _ _ . ~m ,-.-,i `n _ i~ 1 \ \ 919.82LOf105 919rf321.0720
~m ~ -'i_ l I / ~ r ` \ www.cherryhutfmon.com
i' f ~ ~ I v, ~ i ~ . f ~ i ~ r I ; ~ , _ ry.,
, ~ r~ r , f _ I - - r J , ,
_ , I _ . \ --Vt ~ 1 ~ ew erry ;~.~1~J°t. , y. { ~ ~ ! \ ~ `I Dewberry & Davis, Inc. I ~ zso~ RExvrooosonvE
I ' r '1 ~ ~ ~ 1 i~ ~ ~ RAIExiH,NC9612 \ c~~_ 2 PHONE a1da61,WBP
a~, 20'~TOWN OF / ~N 7h~),r~F;~~ PAx:a,a.~,.aB~
, , ~ ~ .x / b ~ - ~ ~ I ~ _ ~ ~4_ ~-,'~'=-_~~::I j_~~~ J, I UT LITY EASEME T ~ ~,03'~~~~ ~ SEALS
, 1 )
I , ~ ,i` ~ ~ II I ~ / i ~ r _s~...J , I ~ ~ ~ i ~ f ~'~~.~o' I I ,
. r 1, < % ~ ~ ~ 8 1 ~ ~ / f ~ / 11 ` ''',~eees ~ A aaaaee/eeie
p , t i i ~ ~ ~ ,IL~1, U. M --co -~x ._._~x r.'ul_-- ,a ~=-'`xr .Cy._,..~~'p...c:~
~ ~ 3„ - I
. . ~ ~ : ~ ~i ~ ~ FIB I~GS
` ~ _ _ 1 P r / -o" ~ ~ ~ ~ ~ . ~ ~ (~3a ~ , F0~ Rl~IIEVa~P~PO3~S t~dLY
~ or t`~ ~ ~ ~ ~ _ ~ / / 1 s~•.
t ~ ~ i 1 ~ - ~zi.-4- - - = _ ~ ~ - _ - .~`r- ! 1 - - / ~
~ 0 32175 ~ c~a~ ~ .,E.; , J ~ ~ . a I `S e~~ t
- ~ ~ ~4 ~ / C} ~~~~n .4 - % ~ ~ _ v SEA-- 7 ~ ~ ~ ~
' l E u., ? ~ ~ 191 LF OF 8 6 ,L t . ' ~ P 79,949.5' ( ,i ~ l
t ,L ~ 230 - a I / _I~.__. ~
f- ~ z~, ~ ~~d ~ ` ~ 345.35' i ~

V I ~ ~ ~
~ ~ r1^~ ~ ~ i ' _ ~ % i h ~ j l~(~ li I ~
~ ~ r I'IYYPrR~ / ~ V ~ ~ 1 r f ~ ~ i ~ ~ ~
_ ~~0 TOWN OFD _ A - I ~ I ~ - j ~ i -~~~`-'-FFF~JSEME ~
CA~t UTI LkTf ~r_: fir- ~ ) 1 ~ j A ~ ~ i ~ f ~ r j ~ , I I t 1 ~ I ~ '
l ~ i._. i r ~ / t ~ ~ _ ~ ~ ~ i ~ I;~ ~~i 1 ~ ~ ~ ~ ~f
I ,.___.__..______._...L_.__..__.__...____....._ _._._,__T._____._
/ ~ t, - + I _ _ _ ; ~ ~ i,~-_ . ~ ~ -
I ~ _ ~ I ~ , ___.j.. ~ ~
~ ~ ~ ~
/ - - - I ~ G`1,
~ ~ t , ~ y ~ t / \
~ , I i ~ ~ ~ ~ I~ Jt --...__.._l_.____. _ _ _ : I I ~ f ~ ~
~ ~ ~ ~ ,f ~ if _ ~ i _ . 1 _ ~,I C ~TROL P INT ,~7001~
/ l emn'v:a~ 1 , ~ . - n::~":::c-_-. ~ / ,.v ~:~~e:~_-.:_s~-.an ~ ~ \ / I ~ / p y _ ._._..~p.jl Y a1f. ,Q . i ~ i ~ /aN REBAR S T 1 ~ '
i f ..____._t__._._...__....__. __..._A--...__.._~__-. _ - ~ ) IN~'749,494.3~r : 1 ~ ~ ~ CONSULTANTS
~ ~ , IF 2,030,949.18d' ~ i ~ i ; " sEALS
~ 1 ` . ~ ~ ` q y ,-1?~, , -r ..L.r ~ ` LANDSCAPE i I ~T\~ ' McNeely Associates j
5501 AfcNeely Drive
RalNgh, NC 27612
919.782.98f17
STRUCTURAL
Lasoter, Hopkins, Chang
NOTES 1015 Wode Avenue
Raleigh, NC 27605
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF CARP 9i9.832.55t)7
STANDARDS AND SPECIFICATIONS, PLUMB MECH, EIEC ~ CIVIL
y Dewberry !t Davis 2301 Rexwoods Drive
V w ~ _ w 2. ALL NEW SANITARY SEWER SHALL BE 8 INCHES IN DIAMETER. Raleigh, NC 27607-3366
~ 919,881.9959
_ _...O,. O...~.. 3. ALL CONSTRUCTION ON THIS SHEET SHALL BE A PART OF THE WCPSS SITE ROOFING CONSULTANT
_ . N E ,GRADE c~ rri rri ~ 340 340 BID BREAKDOWN. WATER AND SANITARY SEWER NOT LOCATED WITHIN THE Stotford Consulting Engineers
340
~ ~ ~M~ ~ _ ..._....._.._..~1_....._ _ RIGHT OF WAY AND PUBLIC EASEMENT SHALL BE OWNED AND CONSTRUCTED 7424 Chapel HIII Rd, salts ,02
r ~ ~ ~ . ~ + II I _ _ . _ BY WCPSS, Phloneh~ 919-852 1036
.--..---.._.,t _ _ ~ .r..N . ._._._.._____.__.__._.._._._._...._..._.___._T. ~ ~ a N J ~ , Q ~ II Z Z ~
..__.._..__.._.__.._._-_--______...__.._-_.....__.-.D _ _ _ . 4. THE CONTRACTOR SHALL MAINTAIN SEPARATION
T _ Q - e-. BETWEEN SEWERS AND WATER MAINS AS FOLLOWS: PRO~FCT
______._..--_._r-_ _
i - - (A} LATERAL SEPARATION OF SEWERS AND WATER MAINS, E-22 Elementary School

'ZZ
WATER MAINS SHALL BE LAID AT LEAST 10' LATERALLY FROM EXISTING
_ 330 OR PROPOSED SANITARY OR STORM SEWERS, MEASURED LATERALLY EDGE CLIENT 330 TO EDGE, UNLESS THE ELEVATION OF THE BOTTOM OF THE WATER MAIN
330
15° RC STORM PIPE _ IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER WITH A Woke County
HORIZONTAL SEPARATION OF AT LEAST 3 FEET. Public School System
__._......_8~"__ -.-I~UJN.___-_ _ (B) CROSSING A WATER MAIN OVER f UNDER SANITARY SEWER.
Q~BU C~
WATER MAINS & SANITARY SEWER MAINS WHERE VERTICAL SEPARATION
IS LESS THAN 18 INCHES OR THE WATER LINE PASSES UNDER THE ~
a D _ - - - 1. SANITARY SEWER, THE ENTIRE LEG OF THE SEWER LINE SHALL BE
p~ C DUCTILE IRON PIPE EQUIVALENT TO WATER MAIN STANDARDS. ~
~y~~
320 320 WATER MAIN SHALL CROSS SANITARY SEWER MAINS AT AN APPROXIMATE '~1 * ~
320 ~ 8 SEPARATION 90 DEGREE ANGLE.
(C) CROSSING A WATER MAIN UNDER STORM SEWER PROJECT NUMBER;
_ . _ ~0 _S~'0 M. ~I~E .
WATER MAINS AND STORM SEWER MAINS SHALL HAVE A MINIMUM too316oD
VERTICAL SEPARATION OF 12 INCHES WHEN HORIZONTAL SEPARATION IS PHASE;
LESS THAN 3 FEET UNLESS OTHERWISE APPROVED BY THE DIRECTOR OF Permit Submittol DATE:
ENGINEERING. 4-03-2007
O _
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ACH
MH ~ NORTHING FASTING CNECNED BY.
J . _ _ _ _ _ .__..~J-.-._. . - _ _ _ _ _ _ . . _ . _ 310 310 230 749957.5022 2030391.6726 P A K
310 = 240 749957.5746 2030583,1017 HORIZONTAL SCALE
0' 20' 40' gp' REVISI~IS
Q - no. rsvlelon dote 1 CD:REVISION 03.16.07
1 INCH = 40 FT. p TOC COMMENTS 04.03.07
U1 _
3 DWO 03.28.07
GARY PROJECT NUMBER 01-SP-022 4 TOC COMMENTS 04.09.07
•wwww~~w r• 5 NCDENR D4.11.07
wrrR%prcu YCt( I KOM- OV/1LC
TOWN OF CARY 0' 4' 4' 8'
Approved By
Planning a
Engineering Date 1 INCH = 4 FT. SANITARY SEWER
300 300 300 PLAN & PROFILE
C107
16+00 17+00 18+00 19+00 20+00

CHERRY HUFfMAMRCHITECTI&
135 E. Martin St., Suite 101
Rolaigh, North Corolino 27601
919.821.0885 9191821.0720
www.cherryhuffman.com
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14 2301 Rexwooda Drive .w,,,,,, ~ _ Raleigh, NC 27607-3306
W ~~y.-y....y,y. 1 0 ~ ~ 1 Y~'~" 1, } 919 881 99E9 ~
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w O~ N - ROOFING CON8ULTANT 4,..., _ „ ,
a (p v O Stolford Consulting Englneera ~"'v-,, ,
~ 7424 Chopel NIII Rd. Suite 102 / } ~•"~--~~~~`"'-"'~u~tt Raleigh, N.C. 27607 V~ ~ y.,~ ~ ~Y ~~v 1~ry~ ~7 ~~y~.~""''~° Phons: 919-852-1038
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r E-22 Elementary School
D
CLIENT
Wake County
Public School System
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PAVEMENT MARKINGS & SIGNING NOTES;
PROJECT NUMBER;
1, ALL SIGNS AND PAVEMENT MARKINGS SHALL CONFORM TO STANDARDS AS OUTLINED IN THE HORIZONTAL SCALE 10031600
FEDERAL HIGHWAY ADMINISTRATION'S MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 0~ 20~ 4~~ $Q~ PHASE.
(I~j~Q~ AND THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION NCDOT PAVEMENT MARKING LEGEND
SUPPLEMENT TO THE MUTCD, THE MOST CURRENT NCDOT ROADWAY STANDARD DRAWINGS a DIRECTIONAL ARROW 1205,01 THROUGH 1205,09 AND CURRENT NCDOT STANDARD SPECIFICATIONS, Permit Submittol 1 INCH = 40 FT, oerE1
PAVEMENT MARKING SYMBOLS, STRAIGHT,
2. ALL EXISTING PAVEMENT MARKINGS ARE NOT SHOWN, ALL NEW PAVEMENT MARKINGS SHALL 4-03-2007
COMB. STRAIGHT LEFT AND STRAIGHT RIGHT, TIE INTO EXISTING MARKINGS, HT, DRAWN BY:
LEFT AND RIGHT TURN ARROWS WHITE GARY PROJECT NUMBER 07-SP-022 acH
3, EXISTING PAVEMENT MARKINGS WHICH CONFLICT WITH PROPOSED PAVEMENT PARKINGS SHALL PAVEMENT MARKING CHARACTER, ONLY (WHITE (WHITEI ~Ra~D CHECKED eY;
BE OBLITERA TED. OBLITERATION OF PAVEMENT MARKINGS SHALL ERADICATE MARKINGS TO THE EXTENT THAT THE RESULTING FINISH WILL NOT DELINEATE THE PERVIOUS MARKINGS q PAVEMENT MARKING LINES 4" DOUBLE YE J TOWN QF GARY PAK
N LLOW U DER ANY LIGHTING OR WEATHER CONDITIONS, THE METHOD USED SHALL IN NO WAY :LLOW Approved By Date
MATERIALLY DAMIAGE THE SURFACE OR T XT F P CENTERLINE E URE 0 THE AVEMENT. BLACK PAINT AND Planning Date REVISIONS
LIQUID ASPHALT SHALL NOT BE USED, B PAVEMENT MARKING LINES 4" SOLID WHITE TE Engineering Date no. revislsn dote
I CD: REVISION 03.16.01
4, ALL PAVEMENT MARKINGS AND SYMBOLS SHALL BE THERMOPLASTIC, C PAVEMENT MARKING LINES, 4" X 10' SKIP WHITE ;IP WHITE 2 TOC COMMENTS O4,OJ,01
5. ALL CROSS P D PAVEMENT MARKING LINES, 4" X 2' MINISKIP WHITE WALK AVEMENT MARKINGS SHALL MEET NCDOT STANDARD 1205,07, 3 DWO 03.28.07 SKIP WHITE
4 i0C COMMENTS 04.09.01
(E~ PAVEMENT MARKING LINES, 8" SOLID YELLOW LOW 5 NCOENR 04.11.07
6. DESIGN SPEED OF SO MPH. POSTED SPEED OF 45 MPH. O PAVEMENT MARKING LINES, 24" SOLID WHITE
lITE
7. PEDESTRIAN CROSSING WITH SIGNAL TO BE INSTALLED WITH MIDDLE SCHOOL PROJECT. O PAVEMENT MARKING LINES, 4" YELLOW CENTERLINE INTERLINE
AND 4" X 10' SKIP YELLOW
PAVEMENT MARKING LINES, 4" SOLID YELLOW OW STRIPING PLAN
C108

• CHERRY HUFFMAMRCHITECT~
135 E. Mortin St., Suite 101 Roleiyh, North Carolina 27601
919.821,0805 919x821.0720
www.cherryhuffmon.com
~ Dewberry.
~I C I ~ Dewberry & Dais, Inc. 1 (nl ~m nEXw00D8DRIVE
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c~ o ~ ~ O 1015 Wade Avenue
rx 1N~ 919 832.5597 7605
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3 GP ~0 2301 Rexwoods Drive
0 HIGH-VISIBILITY CROSSWALK Raleigh, NC 27807-336E 919.881.9969
c NCDOT STANDARD #1205.07 ,
3 ~ ROOFING CONSULTANT
Stafford Consulting Engineers
~'S 7424 Chapel HIII Rd. Suite 102 Roleiyh, N.C. 27607
3 Phone; 919-852-1036
I
PROJECT
1 ~~f
E-22 Elementary School
1 ~ ~ 11
1
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CLIENT
1 Wake County
1
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PAVEMENT MARKINGS & SIGNING NOTES: HORIZONTAL 8CALE 10031600
Q~ 2~~ 4~~ 8~~ PHASE:
1. ALL SIGNS AND PAVEMENT MARKINGS SHALL CONFORM TO STANDARDS AS OUTLINED IN THE
FEDERAL HIGHWAY ADMINISTRATION'S MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. PAVEMENT MARKING LEGEND Permit Submittal 1 INCH = 40 FT, oerE:
~M~j~Q) AND THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) SUPPLEMENT TO THE MUTCD, THE MOST CURRENT NCDOT ROADWAY STANDARD DRAWINGS a DIRECTIONAL ARROW
1205,01 THROUGH 1205,09 AND CURRENT NCDOT STANDARD SPECIFICATIONS, PAVEMENT MARKING SYMB TRA 4-03-2007
OLS, S IGHT, GARY PROJECT NUMBER 07-SP-022 oRAwN sY;
2, ALL EXISTING PAVEMENT MARKINGS ARE NOT SHOWN. ALL NEW PAVEMENT MARKINGS SHALL COMB, STRAIGHT LEFT AND STRAIGHT RIGHT, -IT, APPROVED ACH
TIE INTO EXISTING MARKINGS. LEFT AND RIGHT TURN ARROWS WHITE TOWN OF~Y CHECKED eY;
3, EXISTING PAVEMENT MARKINGS WHICH CONFLICT WITH PROPOSED PAVEMENT PARKINGS SHALL PAVEMENT MARKING CHARACTER, "ONLY" WHITE BE OBLITERATED, OBLITERATION OF PAVEMENT MARKINGS SHALL ERADICATE MARKINGS TO „ (WHITE) Approved BY Date PAIc Planning Date
THE EXTENT THAT THE RESULTING FINISH WILL N T DELIN T P A PAVEMENT MARKING LINES, 4 DOUBLE YELLOW 0 EA E THE ERVIOUS MARKINGS :LLOW Engineering Date REVISIONS
UNDER ANY LIGHTING OR WEATHER CONDITIONS. THE METHOD USED SHALL IN NO WAY CENTERLINE no, revision date
MATERIALLY DAMIAGE THE SURFACE OR TEXTURE OF THE PAVEMENT. BLACK PAINT AND » r 1 CD;REYISION 03.16.07
LI UID ASPHALT B PAVEMENT MARKING LINES, 4 SOLID WHITE Q SHALL NOT BE USED, E 2 TOC COMMENTS 04.03.07
C PAVEMENT MARKING LINES, 4" X 10' SKIP WHITE 4, ALL PAVEMENT MARKINGS AND SYMBOLS SHALL BE THERMOPLASTIC. , ;IP WHITE 3 owc o3.2s.o7
D PAVEMENT MARKING LINES, 4 X 2 MINISKIP WHITE 4 TOC COMMENTS 04.09.07 SKIP WHITE 5 NCOENR oa.11.o7
5, ALL CROSS WALK PAVEMENT MARKINGS SHALL MEET NCDOT STANDARD 1205.07. „
E PAVEMENT MARKING LINES, 8 SOLID YELLOW _OW
Q f1CCICAI CDCCfI /1C A(1 ?IDIJ D/1CTCI1 CDCCII f1C 2~. IIOIJ ^ n.. .r..r.lr ...nlinl~ I..rr.
U ""v 1 1. v F'AVtMtNI MHKRINIi UNtJ, Z4 JVLIU WFilit Ilit
QG PAVEMENT MARKING LINES, 4" YELLOW CENTERLINE INTERLINE PAVEMENT MARKINGS
AND 4" X 10' SKIP YELLOW & SIGNAGE PLAN
PAVEMENT MARKING LINES, 4" SOLID YELLOW
°W C109

r CHERRY HUFFMAMRCHITECTbA
j 135 E. Mortln St., Suite 101
Roleigh, North Carolina 27801 919.821,0805 91Dr821.0720
www.cherryhuffmon,com
' / ~
i
Dewberry
/ / ; ' Dewberry & Davis, Inc.
/ / 2907 REXWOODSOfiYE 81A7E 20D
/ RALEIGH, NCYn112 PHONE: ateA91JN89 FAX:919.eei,9i29
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~ ~ ~
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~ ~ ~ aq ~ ~ ~ Loaoter, Hopklna, Chonq .1015 Wode Avenue
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TqA ~ FR \ 919.832,5587
PLUMB YECH, ELEC # CIVIL
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2301 Rexwooda DrWe
~ J, Roleigh, NC 27607-J366 919.881.9959
PAVEMENT MARKING LEGEND
, ~ DIRECTIONAL ARROW ROOFNO CONSULTANT
Stafford Consulting Engineer:
PAVEMENT MARKING SYMBOLS, STRAIGHT, 7424 Chopel HIII Rd. Suite 102
COMB, STRAIGHT LEFT ANO STRAIGHT RIGHT Raleigh, N.C, 27607 Phone: [phone]
LEFT AND RIGHT TURN ARROWS WHITE
PAVEMENT MARKING CHARACTER ~ ONLY WHITE
~ A PAVEMENT MARKING LINES, 4 DOUBLE YELLOW PROJECT
CENTERLINE a~
o. ~ k E-22 Elementary School
B PAVEMENT MARKING LINES, 4" SOLID WHITE a
<< ~ C PAVEMENT MARKING LINES, 4 X 10 SKIP WHITE ~ ~
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D PAVEMENT MARKING LINES, 4 X 2 MINISKIP WHITE ~ r ~ i CLIENT
n 9~ E PAVEMENT MARKING LINES, 8 SOLID YELLOW ~
F PAVEMENT MARKING LINES, 24" SOLID WHITE Wake County
A sK SIGHT TRIANGLES Public School System
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PAVEMENT MARKINGS & SIGNING NOTES ~ t, PHASE; I ~ ~
1 Permit Submittal II / 1 INCH = 40 FT. DATE;
1. ALL SIGNS AND PAVEMENT MARKINGS SHALL CONFORM TO STANDARDS AS QUTLINED IN THE
FEDERAL HIGHWAY ADMINISTRATION'S A N IF M T FF NT \ 4-03-2007
MUT )AND THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION NCOOT \ ' ( ) I. DRAWN BY:
SUPPLEMENT TO THE MUTCD, THE MOST CURRENT NCDOT ROADWAY STANDARD DRAWINGS 14 14 I i CARY PROJECT NUMBER 07-SP-022 AcH
1205.01 THROUGH 1205,09 AND CURRENT NCDOT STANDARD SPECIFICATIONS, ~ APPROVED CNECKED BY;
~ 8Z's:6+9Z = ld 2, ALL EXISTING PAVEMENT MARKINGS ARE NOT SHOWN. ALL NEW PAVEMENT MARKINGS SHALL I ~ ~ i TOWN OF GARY PAK
A TIE INTO EXISTING MARKINGS, Approved By Date
~ A ~ o N Planning Date REVISIONS
3, EXISTING PAVEMENT MARKINGS WHICH CONFLICT WITH PROPOSED PAVEMENT PARKINGS SHALL Engineering Date no, revialon dote
BE OBLITERATED, OBLITERATION OF PAVEMENT MARKINGS SHALL ERADICATE MA I ~ RK NGS TO \ 1 CD: REVISION 03.18.07
THE EXTENT THAT THE RESULTING FINISH WILL NOT DELINEATE THE PERVIOUS MARKINGS ~ UNDER ANY LIGHTING OR WEATHER CONDITIONS, THE METHOD USED SHALL IN NO WAY 2 TOC COMMENTS O4.03.OT
MATERIALLY OAMIAGE THE SURFACE OR TEXTURE OF THE PAVEMENT, BLACK PAINT AND I ~+IATC!'I ~ 3 OWQ 03.28.07
LIQUID ASPHALT N T - - - . _ ~ ~T ~ 4 TOC COMMENTS 04,09.07
0 NGDENR 04.11.07
4. ALL PAVEMENT MARKINGS AND SYMBOLS SHALL BE THERMOPLASTIC,
5, ALL CROSS WALK PAVEMENT MARKINGS SHALL MEET NCDOT STANDARD 1205.07.
6, DESIGN SPEED OF 40 MPH, POSTED SPEED OF 35 MPH. PAVEMENT MARKINGS
& SIGNAGE PLAN
C110

CHERRY HUFFMANRCHITECT161
135 E. Mcrtin St„ Sulte 101 Rolelgh, North Carolino 27601
919.821,0805 919P821,0720
www.cherryhutfman.com
Dewberry
Dew~rry & Davis, Inc.
2901 RE%NIOOOSDRNE SUITE 870 RAtEpH, NC 2Ri12
FHOHE: B1B.BB1.B60A - FAY; W&B91.BA29
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A 751_1~A _ _ _ - - RI~BL~ R1G - _T~ Lovoter, Hopkina, Chang _ _ ND 1015 Wade Avenue
bf` - ^ J ONSTRUCTION Rolelgh, NC 27605
_ _ • ,~-J TA 35+10,35 a19.832.5507
I _ _ _ PLUNK NECK, ELEC k CIVIL
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150' BAY TAPER 300' FULL STORAGE 2301 Rexwooda Orlve Rolelgh, NC 27607-3388
919.881.99>39
"ROAD CLOSED" BARRICADE
NCDOT STD 03000, ~ 6 ROOPINO CONSULTANT
STA, 34+50 Stofford ConeulUng Englneere
7424 Chapsl HIII Rd. Suits 102 Rolelgh, N.C. 27607
Phone; 919-852-1038
I w PROJECT
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3 ~ ~'2 ~ ~ E-22 Elementary School ( 0"X30") w
~ ~ LOr~L FLOOD ~TTJUY
LOCq I ~ F~OCD a
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Wake County
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PAVEMENT MARKING LEGEND Oib'MiC'ttYE.IW~ilIIeii/
a DIRECTIONAL ARROW 10031600 1 T~;~.AAANNIJg1 0~ 20' 40' 80~
s~oPSU~- PHASE; 511~,SfpJ, MiWil~LTlTIM~DS.
PAVEMENT MARKING SYMBOLS, STRAIGHT, c~?~rrx•MOn± PAVEMENT MARKINGS & SIGNING NOTES; Permit Submittal ~ 1 INCH = 40 FT,
COMB. STRAIGHT LEFT AND STRAIGHT/RIGHT, DATE; lEDES111Ii1N
1. ALL SIGNS ANO PAVEMENT MARKINGS SHALL CONFORM TO STANDARD S AS OUTLINED IN THE LEFT AND RIGHT TURN ARROWS WHITE I 3Ri1l~C3t~11+1s. 4- 03- 2007
FEDERAL HIGHWAY ADMINISTRATIONS I±~WUAL ON UNIFORM TRAFFIC CONTROL DEVICES „ M T AND THE NORTH CAROLINA DEPARTMENT OF TRANSPORTAT PAVEMENT MARKING CHARACTER, ONLY WHITE GARY PROJECT NUMB~t 07-SP-022 DRAWN BY;
ION N ( CDOT) SUPPLEMENT TO THE MUTCD, THE MOST CURRENT NCDOT ROADWAY STANDARD DRAWINGS APPROVED ACH
1205.01 THRO H A PAVEMENT MARKING LINES, 4 DOUBLE YELLOW UG 1205,09 AND CURRENT NCOOT STANDARD SPECIFICATIONS. TOWN OFCARY CHECNEO BY;
CENTERLINE Approved By Date PAK
2, ALL EXISTING PAVEMENT MARKINGS ARE NOT SHOWN, ALL NEW PAVEMENT MARKINGS SHA " LL B PAVEMENT MARKING LINES, 4 SOLID WHITE Planning Date
TIE INTO EXISTING MARKINGS, , mDl Engineerirg Date REVISIONS
C PAVEMENT MARKING LINES, 4 X 10 SKIP WHITE 3, EXISTING PAVEMENT MARKINGS WHICH CONFLICT WITH PROPOSED PAVEMENT PARKINGS SHALL > T'+~, no. rsviaion date
BE OBLITERATED, OBLITERATION OF PAVEMENT MARKINGS SHALL ERADICATE MARKINGS T D PAVEMENT MARKING LINES, 4 X 2 MINISKIP WHITE 1 C0; REVISION 03.16.07 #OMO ~IfAiE11wE1110NN11T
0 THE EXTENT THAT THE RESULTING FINISH WILL NOT DELINEATE THE PERVIOUS MARKINGS " Mt~YAIE~fNLOQTSI'AAgAA08. 2 TOC COMMENTS 04.03.07
_ n PAVFMIFNT MARKING; I INFS R ~ni In vl:i i nw ~R~ Blues ~ ~W„
LL N NO WAY ~ua.!i+~tr . aKaAw~rry Lo WW %p .7p. Ic 0. v I I~E1R61~r. 4 TOC COMMENTS 04.09.07
MATERIALLY DAMIAGE THE SURFACE OR TEXTURE OF THE PAVEMENT. BLACK PAINT AND F PAVEMENT MARKING LINES 24 SOLID WHITE DIN3mltOM'110A0.) ~1fL.1~DTFF.gIp3S,tMA~~
LIQUID ASPHALT SHALL NOT BE USED. G PAVEMENT MARKING LINES, 4 YELLOW CENTERLINE y MR1NlAbD~FMRIATidN1 8 NCDENR 04.1 t.07
4. ALL PAVEMENT MARKINGS AND SYMBOLS SHALL BE THERMOPLASTIC. AND 4" X 10' SKIP YELLOW IRAIL.LD&W97HROA0
TRAIL caossiNG, r ROSSINC TYPE 6: TAPOS""-Haw r~RSEkHacoE
5. ALL CROSS WALK PAVEMENT MARKINGS SHALL MEET NCDOT STANDARD 1205.07. ~-LANE.ROAiD, 411E1 ROAD, OVER 35 MPH PAVEMENT MARKINGS
6. DESIGN SPEED OF 40 MPH, POSTED SPEED OF 35 MPH. & SIGNAGE PLAN
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L eets L an or a out Nomina130° CHERRY HUFFNIAN
Line ToLine LineLength Incr.Area TotalArea RunoffCoeff.IncrC x A Tota1C x A InletTime TimeConc RnfalInt TotalRunoff Veloc Pi eSize Pi eSlo e Inv ElevU Inv E1 v p p p p e Dn Grnd/RimUp Grate & Frame Detail # Line
• System A (±ft) (ac) (ac) (C) (min) (min) (in/hr) (cfs) (ft/s) (in) (ft) (ft) (ft) This Sheet. S stem A Line ~ a~ ~ 6" -Finish grade behind curb. 135 E• Martin St., Suite 101 ystem A WaSh ~ fin' Raleigh, North Carolina 27601
Y 1 Outfall 240.00 0.13 0.39 0.74 0.10 0.31 5.00 5.70 7.30 2.25 2.85 15 3.00 317,20 310.00 324050 V-4066 1 1
• 2 1 54.00 0.26 0.26 0.82 0.21 0.21 5.00 5.00 7.50 1.60 2.67 15 5.00 320.00 317.30 329.60 V-4066 1 2 1 ~ Curb It>~t Frame, Grate aIX1 919.821.0805 T 919.821.0720 F 2 Curb BOX shill be meet NCDOT www, cherryhuffman. com
• 840 03Cand be simi~r or equal
System B System B ,•4 ~ ` to Eat Jordan Iron Works V~066 ystem B 1 uuuuq
• 1 Outfall 205.00 0.13 3.07 0.49 0.06 2.48 5.00 7.60 6.70 17.65 6.02 30 1.00 312.50 310.00 331.50 V-5620 2 1
2 1 75.00 0.29 2.35 0.69 0.17 1.91 5.00 7.30 6.80 13.92 4.23 30 1.00 312.90 312.15 331.50 V-5620 2 2 3 2 113.00 0.38 2.11 0.84 0.32 1.74 5.00 6.90 6.90 12.99 4.58 30 1.00 314.13 313.00 329.50 V-4066 1 3 \ o ,,~qr r4~ ~~~µ~nwrugri v\/\/\/\ Cast Iron step at 30 if rteaessaryry ~ CAR a C aR 2 16" on center corbel at 30b f~rorrl~vertital ; ~`o . iti'~, ~ . o ~H.. , . o~ R R i
4 3 103.00 1.07 1.07 0.84 0.90 0.90 5.00 5.00 7.50 7.69 3.82 24 1.00 315.26 314.23 327.00 V-9066 1 4 3 typlcal;SeeSpelS. .QSGAPE~gRC, 9 i,' .,.~PNDS~gA.9
5 9 125.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.95 1.84 15 1.31 317.00 315.36 322.00 R-4217 5
6 3 172.00 0.42 0.66 0.72 0.30 0.52 5.00 6.30 7.10 3.70 5.09 15 1.00 328.21 326.49 332.00 V-4066 1 6
• 7 6 49.00 0.05 0.24 0.95 0.05 0.22 5.00 5.90 7.20 1.59 1.84 15 1.00 328.80 2 - 3 8.31 333.00 V 5620 2 7
8 7 60.00 0.19 0.19 0.91 0.17 0.17 5.00 5.00 7.50 1.30 1.13 15 1.00 328.50 327.90 333.50 V-3800 3 8 7 \ \ ~ ~ • I 1 • ~
9 1 168.00 0.59 0.59 0.88 0.52 0.52 5.00 5.00 7.50 3.89 5.12 15 1.00 328.00 326.32 329.00 V-4066 1 9 s 16 gr~tertllanPipeO.D. co~mrnonbridcas~l~lse&S '••,~~y'••......••.P~~.,•` '••~~i''• ~ Q`~•~` 9 (24" X 24" sq. min.) masonry rdnfOrdng every third brick purse. ~'~hrrAS$Oi i '~~~Oyrnrnur~~~~,~`,
System C System C
• 1 Outfall 149.00 1.24 3.64 0.45 0.56 2.10 5.00 11.60 5.80 12.23 5.75 24 6.00 318.94 310.00 331.00 V-5622 x (2} 2 1 i Outl~ Ripe
2 1 59.00 0.32 2.40 0.95 0.30 1.54 5.00 11.30 5.90 9.06 6..04 24 1.00 324.50 323.91 333.00 V-3800 3 2 3 2 138.00 0.03 2.08 0.77 0.02 1.23 5.00 10.80. 6.00 7.38 4.92 18 1.00 325.98 329.60 339.00 V-5620 2 3 a j~~~ ~ ~ CONSULTANTS
4 3 48.00 0.13 0.65 0.91 0.12 0.52 5.00 10.60 6.00 3.15 4.79 15 1.00 327.76 327.28 333.90 V-5620 2 4 /\\i/\\ was I~inside 3
5 4 48.00 0.12 0.30 0.90 0.11 0.26 5.00 10.30 6.10 1.59 2.61 12 1.00 328.34 327.86 339.00 V-5620 2 5 4 ~ ~ LANDSCAPE ARCHITECTURE
6 5 49.00 0.13 0.18 0.90 0.12 0.15 5.00 9.70 6.20 0.95 2.48 12 1.00 326.93 328.44 339.00 V-5620 2 5 Corltxete waStt tD outlet McNeely Associates, P.A.
6 • 7 6 35.00 0.01 0.01 0.58 0.01 0.01 5.00 5.00 7..50 0.04 1.49 8 1.00 330.25 329.90 334.25 V-5620 7 6 '~R•' ~ ~ ~ " P.O. Drawer 30126 6 thk~c oorXrete slab witlt
2 8 6 27.00 0.09 0.04 0.74 0.03 0.03 5.00 5.00 7.50 0.22 1.38 8 1.00 329.30 329.03 333.30 V-5620 2 8 7 , ~ 4" X 4" W20 X W2.0 Ralegh, Math Carolina, 27622
9 4 49,00 0.22 0.22 0.65 0.14 0.14 5.00 5.00 7,50 1.07 1.45 15 1.00 326.30 327.66 332.50 V-5620 2 9 s '~\/i wekledWireFabric 9,s.7a2.9s77 T
10 3 152.00 0.77 1.40 0.56 0.43 0.69 5.00 5.80 7.20 4.96 4.34 15 1.00 327.60 326.08 331.50 V-5620 2 1 9 6" Min. NCDOT~#S7 Drainage Stone
0 11 10 80.00 0.63 0.63 0.91 0.26 0.26 5.00 5.00 7.50 1.94 2.61 15 1.00 328.50 327.70 332.00 V-5 2 6 0 2 11 10 J Sfle detail #p1 Ut6 aln OI~I S T R U C T U R A L
•
System D System D NOte,S: \\yi\\~%\\~~".\`~~~~ Lassiter-Hopkins-Chang 8" Typ. stem D 1. Contractor is responsible for siting Sim drainage StNCkUreS t0 properly accept Grates, Frames and Pipes aS speafied. 1015 Wade Avenue
1 Outfall 83.00 0.15 0.59 0.36 0.05 0.25 5.00 5.40 7.40 1.63 3.47 15 1.00 322.83 322.00 327.00 V-5620 2 1 1 2. Storm drain fr~nes, grads and hood shall be stamped wltlt "DRAINS TO RIVER`. Raleigh, NC 27605
• 2 1 61.00 0.49 0.44 0.49 0.19 0.19 5.00 5.OD 7.50 1.95 2.70 15 1.00 323.59 322.93 327.00 V-5620 2 2 2 919.82.5587 T
System E
System E 1 Outfall 59.00 0.69 0.64 0.90 0.56 0.58 5.00 5.00 7.50 4.32 4.86 15 1.00 322.54 322.00 325.00 V-9066 1 rstem E DETAIL Curb Inlet PLUMB, MECH, ELEC & CIVIL
1 1 Scale: Not to Scale ~ Min. Box Site: 26"x36" for 5 feet or less deep DewberryaDavis
System F 48~~z48" for 5 feet to 20 feet deep 2301 RexwoodsDrive Suite 210
System F • 1 Outfall 66.00 0.02 0.02 0.48 0.01 0.01 5.00 5.00 7.50 0.07 1.40 12 6.00 327.16 322.00 333.00 V-5620 stem E 60 x60" for greater than 20 feet deep Ralegh,NC27607-3366
2 1 1 919.881.9939 T
System G
System G 1 Outfall 120.00 0.45 1.23 0.38 0.17 0.73 5.00 6.60 7.00 5.13 4.72 18 1.00 323.20 322.00 325.00 V-5620 2 1 +stem G1 ~ IaDIe 1015 $l1Eet Fer ~ eGqualae Shall lie ROOFING C O N S U L T A N T
2 1 73.00 0.37 0.78 0.76 0.28 0.56 5.00 6.30 7.10 4.00 3.45 18 1.00 329.03 323.30 327.00 V-9066 1 East Jordan IrOnl tOWOrkS V5620 Or V~5612 Staffed Cor~ulti En meers
2 • 3 2 57.00 0.29 0.41 0.76 0.22 0.28 5.00 5.90 7.20 2.03 2.77 15 2.00 325.27 324.13 332.50 V-5620 2 3 2 ~ ~ See $~rm Drainage Table Thy Sheet for Mold and Options 7424 Chapel Hiu Rd. Suite 102 3
4 3 81.00 0.12 0.12 0.51 0.06 0.06 5.00 5.00 7.50 0.96 1.97 15 3.00 327.80 325.37 332.25 V-5620 2 4 q ~ i~ f ~ Raleigh, NC 27607
919.852.1038 T
~ Iron ~ ~ If rteoessary, top 111dy F O O D S E R V t C E
• *Chart Based on 10 Year Storm Event sm Event 16" On center ~ ~ ~ Ye~gl Foodesign Associates
V =East Jordan Iron Works li ~ Sly 5828 Oak Drive
R =Neenah Charlotte, NC 28227
704.545.6151 T
\
16" grater tllan Rpe O.D. Slid unR masonry or SaNd PROJECT
(24" X 24" sq. min.) rnfa~tuig~thi~bridt course.
• / ~~y~\ E-22 Elementary School
~i\`~` ` `outlet ape ~ ~ WCPSS Project No. 000-0000 509 Mills Park Drive
COnpete Cary, NoM Carolir~ y/~ yy~ j~ Township, Wake County
Pirash Grade
Brass gean-0ut Plug Elevatlon Site Plan
With Female Hex Socket \ . r ThN Shefe/t/7:: Concrete wash to outlet Submittal
1 ' #3 rebar \
ASPHALT PAVING CONCRHTB WALI( v. ° , f . \ ~;/i~ ~ ' ' • ~ 6'thk9c canaate sqb with CLIENT
• 12"z 12"x 4" Cast-in-Place ~ • 4WVlB~reO ~
12 Mi~rn m ~ u \ 6 Mtn. NCDOT #51 Drainage Stone \ \\i\\/\ \i\\ ~ t~'.°nty Wake Coun
y\\ - • \ 4" Sch. 40 PUC Riser 3 '\;~\~\\~\\\\\/v\/\ /y\\~~~\\;~\;~\ see it 7 is
~ubli Q Schools
1 s' Bend ~ - - - ~ ~ See Table for length Typ, Ralalgh, North Carolina 27610
v , _ 4" Concrete Encasement v. NOte,S: (919}850-1600
2:1 2;1 / L Contr~ta is respor~ible for wing storm drainage strucbtre„to p~aooept Grates, Frames and apes as specified. ~BU C 2, Storm drain flames, grates ~Id hood shall be stamped with D RN R". Q s
PI If End Ofline u9 /
See PlanFor ~ DETAIL 2 Drain Inlet
Lathral Pie Diameter ~ Scale: Not to Scale Min. Boz Size: 26"x36" for 5 feet or less deep
. - - - - - - ~ T ofoutlet berm and Imrert ~ oP 48"x48" for 5 feet to 20 feet deep
. v v . _ ~ of FES . NAPA a(e ~ 60"x60" for greater than 20 feet deep
14"Diameter precast reinforced Nq>OT ~ ~ • ~ Rand End Sectlon . Gass A" Concrete Doughnut ~ See table far pipe sae V ~
3 x l.ateraal Diameter with 512" 'ng may be used Frame and Grate shall be ~ `r similar or equial to Gj
m GRASSED areas ONLY. \ / ~i/~i Rim E Concrete wash ~ ~ East Jordan Iron Works V-3800.1 bA' ~~y
NOTE: Use #57 ~
orm a er can u ~ a~ ~P and aeaGe level outlet on 12 ~inishGrade ,rl
Scale: Not to Scale PVC-See Specifications Rip•Rap berm outlet 2 - - PROJECT NUMBER:
24" CAP22
//~//\//\//\/\/\//\//\//\/l\///\//\//\//\/l\ ' ~ . \\j\\j\\j\\j\\j\\j\\ \\j\~\\i\\ \ , ~IYa~ ~ Fabrk PHASE;
6 deep NC~T #57 shone f~ blanket
Site Plan Submittal
c m DATE:
Maintenance: 1. Inspect rip rap outlet structures at least weedy and after ~ significmrt (1J2 inch or greater) rainfall events to see if any Steps at 16" al cemer ~a. 0306 07
erosan around or below the riprap has taken place or if ~?nes have been d'~lodged.
2. Immed'uftely make a8 needed repairs to furtf~r lama e. ~ ReIIIfOrCPd ~n DRAWN BY:
and to reduce pn~ssure on the baffles. ake rare to avoid un ennining the fence during dean out. 0 eNq.rROMI~I,Orp. ei0m~ , KMD
• Note: NCDENR Stand~d 8.06 was u~l for siring rip rap aprons, Fgtues 8.06x, 8.06,b.1 and 8.06.b.2. - AST1M C 4~
FES Length With Storne Ske R Site Invent Out cfs U Pe Q" el, fps AASHTO M 199 CHECKED BY: Pipe outlet
DEP
FES A 8' 10' 22' pass B 15" 310.00' 1.71 6.6 lm~t elevatlon. See Table This Sheet
FES B 16' 19' 22" pass B 30" 310.00' 17,65 8.0 Cortaete wash to outlet REVISIONS
• FES C 12' 14' 18" pass 1 24" 310.00' 12.23 14.0
' ~/~~/j~\ no. revision date
Cary Project Number 07-SP-022 ~ D g 1 ' " " 0 22 pass B 15 322.00 1.83 4,5 ~ , ' , . - 6" Thld(N0.57 1 NCDENR First Review Response 0417 07
Stone Settlllg Bed 2 TOC 1st Reveiw Responses 04 25 07
~ E 8' 10' 22 pass B 15" 322.00' 432 5.1
FES F 6' T 22" pass B 12" ~ 322,00' 0,07 2.8 Notes:
TOWN F 0 GARY 1. Contractor is re~onsible for slang storm drainage strttdt~.sto prope~y amt (des, Frames and Pipes as specified. 2. Storm drdn fr~nes, grates and hood shall be stamped with "DRAT SIB OT RN~t".
FFS G 10' 12' 22" q~s B 18" 322.00' 5,13 S.9 • Approved by Date:
Bases l Outlet See Level Spreader Detail 2 Sheet L-605 qa~ B 15" 304.50' DETAIL Storm Manhole
Planning Date: Scale: Not to Scale ~ (Pre-cast Reinforced Concrete)
tngineenng uate: DETAIL i - a ron
Scale: Not to Scale at ALL outlet flared end sections Storm Drainage L-608
Details

' Fxavate Er Building, Excavate Edge at Fresh Cut Mowing Edg C H E R R Y H U F F M A N Building, Curbs, ((Smooth, Continuoustine,
Sidewalks or Sidewalks or Paving As Shown On Plan) 135 E. Martin st., suite lot
. Mulch MUICh aS Spetfied Raleigh, North Carolina 27601
919.821.0805 T 919.621.0720 F
't , . 2 x 2 Brakes MUICh ~ SpeClfled vrww. cherryhuffman. com
Root Ball T '
Arbor ~
Earth Saucer , 12"Min. po ~ ~ Leader
` Com d Unit " Minimum Limit ~ pa 6 Mm. n i e n. / /
of Muldr 8 H z 18"W z 12'D ^ , ' \ Filled with ~ \ \ / \ \ \ . a ti
' • • #51 stone / / / / ~i /i /i /i /i
~ww~,~w~w~w~w~wvww~ /i!/i!/i!/~~1~~ ~~%/i\//i!/i!/i!/i/~\!/i!/i!/i!/i/\/l!/~// : ~ C - 39 ~ c ? ~ : W g' A: ~ ~r\\r\\r\\r\\r\\r\\r r\\r\\r\\r\\r\\r\\r\\r\ r\\r\\r\\r\\r\\r\\r\\ i~ ~~tP i~ T ~
' XC Excavated Ede ~ y~
0
Scale: Not to Scale Hard I Hard Improvements to Mulch, Lawn to Mulch i~~~'q ~~ASSO; ~P; ,~~~'~i,,~ ~~r'rr„j1~~~e~`~~~`,
Wra Trunk Nfitlr P APPS
Tree Wrap CONSULTANTS
4" Deep Eartlt Saucer Prror t0 baddiNing, CUt "pOt-bound"
Fnish Grade \ Mulch as spedfied Shrub ~ub Ground cover r00tS 0110ULSIde, remOVe 25%^~ L A N D S C A P E A R C H I T E C T U R E
' 36"Min. 12" 314° woven fradf~e synttretic strapping of bark mahne on root ball. Miz
as specified. (ie. Arbortie) On Center {o1c) Min. ' {of c) On Center removed cordainer material w~h backf'ill. McNeety Associates, P.A. P.O. Drawer 30126
arias, see plan e plan (olc) Mukh as speafied Raleigh, North Carolina, 27622
• Three Y X 2" Hardwood Stakes Minimum. Remove After Erd ~ See fan ~ ~~anting bed s1s.782.ss77 T
/ / N NMJN ~ Guarantee Period t t t ,
8' Min. ~ 4"Trench~~geofbedS STRUCTURAL
r~ ~ \ - Unwrap Top 113 of Burlap ~ • ryj /j /j r / ~ Unwra T r
: ~ ~ / Planting Soil Miz as S ' ed; Tamp P ~ / ~ - ° SI and Rod as and Watered 113 of Burlap Filbsh grade Lassiter-Hopkins-Chang 1015 Wade Avenue
r • Raleigh, NC 27605
/Yj j~ij~ • i ~ Baddill witlr 6" deph of topsoil ~ ; , \ and tam until firm. • t. . . ' ' ' ~ ~ 919.82.5587 T
Cultivate Soil and Organic ~l //~/j~ / ~ r P y\ ~ . ~ m . . Maier 8" nun. 3' from ~\i\~~i~\ii\\ r~~i~ r, r~\Sa\r~\fi \//~M\/ice . Deep prt . r\\\~\!\~
\ ~ //~/l~///~ ~ . ^ / / j\/BaC~IIIWlth6"d~1101't~011 PLUMB, NECH, ELEC 8 CIVIL
ree any an uin ~ \~j\/! \y\~j\j\~j al>d tamp UAtll firm. Dewberry & Davis r /
\ \ \ \ ` \ ~ \ ~ ~ 2301 Rexwoods Drive Suite 210 ~\//\\/~/\/\\//\//~~`l/ \\/~\/r~~ \i\\r\\r\\r\\r\\r\\ ' ~ ~ n\ , \ Raleigh, NC 27607-3366
Scale: Not to Scale Guying Required only for Trees over 10 Height \'`~'~~r\~'\~'`~'`~r\~ 919.881.9939 T
r 2 Shrub and Groundcover Grou Plantin
' Nobe: Scale: Not to Scale In Rai In Areas of Poorly In Roised Beds ROOFING coNSULraNr
Droned Sals Ina~ease t Stafford Consulting Engineers
Depth, of Stable Soft 7424 Chapel Hill Rd. Suite 102
Cultivate Soil Raleigh, NC 27607 \ 919.852.1038 T
and Organk Maier 6" ~ Mulch ~ Speafied
min. 3' from prt Finish Grade 1~ II/\ FOOD SERVICE
11 113
Yi - Foodesign Associates
3 Unwrap Top 113 ofBurlap - ~ Plantl Soil Mix ~ 5828 Oak Drive
6"Min. : Tan~andRodas / / Plaoed and Watered Charlotte, NC 28227
~ _ i 704.545.6151 T
//~~~~r.~ i ~©IfA ! Badd'ia w~ 6 depth of topsoil ~ ~I~ PROJECT ~
~~Yr~ and bmp until firm. ` • Twke Ball ~
Diameter Mm. - ~ - ~ ~ E-22 Elementary School
Notes: Azalce Camefiia Rhododendron and in area of dra' ~ ~g~, Pte' • 2" K 2" hardwood stake - ~l0°I0°~' WCPSS Project No. 000-0000
Prepare planting bed 4"-S" wider than root ball sue for aralea and rhododendron p~~ ~ bl~Jc 509 MUIs Park Drive Mulcfl as spedfied Cary, North Carolina
p~rrtirrQs. Till soil min.12" ~P and work in sand, finely shredded bark, or peat moss Township, Wake County
until soil a kase and friab~. 4" earth saucer Site Plan
For dogwoods, ameilias, and gardenias, dig hole twice as bg as root ball and
replace wdh loose, friable ippsod. r Fnished grade Submittal
• Make fallow exavation and set plant ball in center . Top of root ball should be i CLIENT
3'- S"min. above level of bed.
Mound kxx~ soft m bed around root ball and gently press ir~o place. ~ ~j / / / .2J3 /~,/i~~/ ..;~13~ \ \ \ \ ~ Containersoil r\~~\\ ~ \ \ \
Mulch 2" over sal around ant and water. / / ~ . / / Wake Coun / / ~ ~anang sal nrnc as specificed t~(
• , \ r ' ~ • °x°~~°~^~r~° / \/i~ Public Schools r. r r B~III WII'~t 6 d2pf~l Of tOpS01I 1551 Rack Quarry Road
arse a ru an in \/i, /i, /i /i, r, / / / / C ~ Raleigh, North Carolina 27610 r~\\/~\/i /i\'r~/i~\/r~~i~~/ . r~\/ 0~1~ and tamp until fine. {919h650.1600
2" Scale: Not to Scale 3" Win, 2"
, Stable Sal tlran c sal tllan container Subgrade
dia diameter Q~g~ ~ s
' ins Pine Stakin ~
Center of Plant Scale: Not to Scale 3 ~
• One hall on center
plus 2' at axb v ~
• One ft~l, on-oentier distance Do Nd Cut leader ~ y
as specified on plan witlr exo~ion of LMB>k LMV to be 18". Root Ball 2 x 2 Stakes b/f~
~ ArborT~
Mulch As Specified 12"Min, ~
PROJECT NUMBER: 6"Min, ' ' ~ Minimum Limit cAP22 ~
• of Mulch
' Face of Buildin , Bade of Curb PHASE:
' Ik . , or ge of Sdewa I
Site Plan Submittal Wrap Trunk With Approved Tree Wrap
/ / /i / / Mulch As
' ~ ~ 3~4"Woven flexible synthetic DATE: strapping ~ specified (ie Arbor Tie) 03 os o7
Finish
Grade DRAWN BY:
. an ac~n
Scale: Not to Scale 4" Delp Eattl1 Saucer KMD
\ Panting Sal Mac as , T SIHJIIGY alld Rod as and Wed CHECKED BY:
' 8" Min, ~ ~
Three 2" X 2" Hardwood Stakes DEP
Whde wood stake to be ~ ~ . . Insta1130 on center along . removed after on year from face of No Mow ~ Minimum. Remove APoer End : ~ of Guarantee Period REVISIONS
sub~antial completion ~
Grayed Art ' n ;//~//j\//j//j /j No Mav Vegetatio Unwrap Top / ' no. revision date M•
113 of Burlap ~/i~~/~/i~~//~~//~ . . ' 1 TOC 1st Revelw Responses 04 2li 07
/\`/i\/\`i\i\/ Car Pr ect Number 07-SP-022
Fin's Grade r~~/i~//~//~/i~/ r
~\~y/\\\~\ \ \ \ \\\\i\y\\;\y\\;~y~ I
/ \ \j\~~;\\,~,\\, \ , ~d~ll with 6" depth Df tDpsal APPROVED i /i~i,\!/,\~\/\\/~!/\!\\!~(\\!~\\;~\\;!\\/~\\/~~~\\~~/ and tamp until firm.
r\ r\ r\ r\ r\ r\ r\ r r\ r\ r r, \ r\ r\ r\ r\ r\ r\ r\ r\ , TOWN OF CARY
re '1 Tree Planting on Slope Approved by Date:
4 _ _ _ . Planninn tlata~
UC I AIL NO MOW UYa33 StaKIC1 Scale: Not to Scale v y c Uuyng Kequired only for frees Uver 1U Ht.
Engineering Date:
Scale: Not to Scale Planting L-609
Details

O~pO ~ , +
[.aq oamHC ar oasnN6; s~
r~a11aH eu~ t t i t t i t t l t l t 118 113 all 1~ 19 1,R L?4 a9l an aN aN / ~
I r t n e t t e t t t t l r r l 0 LN 113 093 ail Ibl 1~ aN a1] 891 LN IS1 ~ cAlculAnoNSU1~4ARY AREA NAME DIIIOIt~ GRID TYPE # PTS SPAC GROUP AVE MAX MUV BV R BV ~
t i t t i t/ r t p L9i 153 ~!'7p LTi 163 1 354 GWU t t t t t 'rg i 10351~iC1111,19R ~ 731 10.00 1.20 2.91 034 8.44 3.48
LN LN aN n 1N LN 1n t t t t r l l t t t r t i t t/ ~l 848 10.00 1.20 3.06 0,31 9.85 3,86
Lq LID 376 113 IA 156 09B 0! 111 L33 1N 1N LS1 LN Od9 i t l i r t i i t r/ l t t t i t i t l t 1 t t i
dB50.14 1i pll Ill LN IIl 14 Lll 1H lb3 166 l36 1D 061 t t I t t I t 1 t r 1 t t r t t t Lq 118 D60 193 191 L4 L19 016 aH am
t t t i t t t I t 112 166 091 1 19 061 ~ Shc t ~ 01-00 Sf31E0U1E ~ IUMEI~ BRIIASf OF
+ + ~ t lAS 118 Dm ` e
~O~ ~ 1 316LN1NaH ` 0 0 ° ~ EC3A AMERIGIN 9fCIA ECOfF16.1~POLE ~ 30' Mt Nf 42 ~ ~ o 0 o I b (1) EC16 ECOff160001~4)POIE (1) W160 16000 SODBp4 VAPOR 0.12 ~
` 134 aN aN ` ~ ~ t 1 r / t
+ + 139 I,B a`8 I t i t t 11S LN aN 091 I Ep6 q ANERIfAN E1EC1R ECOFf16 2~1~ 30' Mi Hi 1 I
EC311 LW asa a~ ao ast ' 6~ 1 b (2) °ECl6" ECOEIr>D00_I~JPOIf (2) LU160 16000 SOD1U4 VAPOR 0.72 aq AQ Aq
ISOFOOTCANDLE CURVES ' ~ ~ Lm ~ ~ tat 18 a01 a% EC3C AMERICAN ElfCf R ECOFF161)POIE 32 Mf Hi 4
t ! t / 1iA La 173 ' Lm L'a 1~ ' b (1) "EC16" EC0~16000.1~4~POLE (1) W150 16000 SODRJM VAPOR 0.12
t t l r l 011 1A t91 I.N o~ u3 >b 11 EC3D q AMERi('AANEIfCIRECOfflb 2180 32'Mf Hi' 1
FIXTURE: ENCLOSED CUTOFF COBRA HEAD -AEL ~ an 1A ' MOUNTING HEIGHT: 25 FT t t 1 an LA b (2) °EC16' EWfF16000_1.4~POU (2)1U1511 16000 SODNM VAPOR 0,72 t I t
LAMP:100W, 950D LUMENS, SODIUM ~ ~ L3S 2% ~ L N 16 4
PATTERN: TYPE IA, FULL CUTOFF A$$Y# L9ENICUTOFF (GRAY) + Ll1 16 L ~ lA 161 l lA 151 t
NOTE; THE FOOTCANDLE READINGS BELOW ARE MAINTAINED AND HAVE `Sao a 1 1 1 1ao a
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Approved by Date:
0 ~ Planning Date:
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Lighting ~-101
Plan
ELEMENTARY SCHOOL #22
PROPRIETARY & CONFIDENTIAL CARP NC - WCPSS
LIGHTING DESIGN TOLERANCE This document together with the concepts and designs presented herein, presented as on SITE LIGHTING PLAN
The calculated footcandle light levels in this lighting design are predicted values and are based on specific information that has been supplied to Progress Energy. Any Customer approval Date instrument of service, is the sole property of Progress Energy, and is intended only for the i
inaccuracies in the supplied information, differences in luminaire installation, lighted specific purpose and prospective client as stated in the title block of this drawing. Any use, Designed by PGN LIGHTING SOLUTIONS -CAROLINAS copying, reproduction or disclosure of the drawing, design or any information contained herein by „ _ ,
area geometry including elevation differences, reflective properties of surrounding the prospective customer or other entities, including without limitation, architects, engineers, or Reviewed by R. Simpkins SCaie 1 - ~o
surfaces, obstructions (foliage or otherwise) in the lighted area, or lighting from sources other than listed in this design may produce different results from the DISTANCE CALIBRATION (INCHES) r equipment manufacturers is hereby expressly prohibited and shall not be permitted absent prior Date 0~16~2007 Slze DraWln SIZe °D° written consent from, and payment of compensation to Progress Energy. Progress Energy
predicted values. Normal tolerances of voltage, lamp output, and ballast and disclaims any liability or responsibility for any unauthorized use of or reliance on this document. DeSCCIptIOn 16K lumen Cutoff Encl fixtures
luminaire monufacture will also affect results. J 0 0,5 1.0 2,0 3.0 4,0
Drawing No. _ 07-0030A _ Sht. 10F 1
i ~ - i

o v ~ ~v ~ ~ ~ \ ~5 ~ \ ~ v ~ ~ \ V`~ ~ ~ BE IN CONFORMA
a „ \ ~ ~ ;~1~ ~ I \ t \ ; / l 1, ALL MATERIALS FURNISHED AND WORK PERFORMED SHALL IE IN CONFORMANCE (C) CROSSING A WATER MaiN UNDER STORM SEWER
- . ~ 2 X8 _ ~ , \ ~ 1 WITH THE TOWN OF GARY STANDARDS AND SPECIFICATIONS. WATER MAINS AND STORM SEWER MAINS SHALL HAVE A M~IIMUM VERTICAL (~TRUCTK~I SFK„MN WITFNN
8 GATE VAIV~ ~ i ~ , \ \ ~ ACCORDING TO THE LATES / ~ ~ ~ ; \ ~ 1 \ \ 2. EXCAVATK)N AND CONSTRUCTION SHALL PROCEED G TO THE LATEST SEPARATION OF 12 INCHES WHEN HORIZONTAL SEPARATION IS LESS THAN 3 PUBLIC RIGHT OF WAY OR PUBLIC FEET UNLESS OTHERWISE APPROVED BY THE DIRECTOR OF ENGINEERING, EAtT SHALL ~ A PART OF THE
i ~ti _ - ^ - - \ ~ \ ~ OSHA REGULATIONS. W 1 N ` - .WIDTH \ ~ ~ TOWN OF CARP ROADMMAY 810 ~tEAK00WN. ALL OTHER WORK IS
4 ~ ~ \ 1 - a P ~ ~ ~ WN CARY \ ~ ~ 3. UTILITY LOCATIONS; g DI v , ~ V A ~ ~ ~ 8, 48" MINIMUM COVER SHALL BE PROVIDED OVER ALL WATER MAINS UNLESS ~ L- ~ E-22
_ TILI~Y EAR MENT ~ ~ TH PLAN. .THE CONTRALTI - ~ ~ I EXISTING UTILmES ARE SHOWN ON E NOT ALL .THE CONTRACTOR IS SHOWN OTHERWISE. A~D g L FOR
'°~"`y~s ~ ~ ~ ` ~ 1 ` ~ RESPONSIBLE FOR LOCATION OF ALL EXISTING UNDERGROUND UTILITIES, )UND UTILITIES, CALL 9, THE CONTRACTOR SHALL PROVIDE THRUST BLOCKING AT BENDS AND TEES PER
_ - " ° ~ ~ \ \ CAROLINA ONE CALL (1-800-632-4949) 48. HOURS PRK)R TO EXCAVAT IOR TO EXCAVATK)N: CHERRY HUFfMAMRCHITECTi& THE TOWN OF CARP STANDARDS AND SPECIFICATIONS,
\ \ - ~ - ~ ~ ~1 ~ \ \ ' COORDINATE WITH UTILITY AGENCIES FOR LOCATK)N OF EXISTING UTIUTIE: XISTING UTILITIES AND t3S E. Martin St„ Suke 101
~ « SS ' ~ 200 ~ L CKt1VG \ 1- DINATE WITH EACH ENTITIY TO REMOVE RELOCATE CONFLICTS W~ B WORK/COOK / ~ " .a . _ L - - CATE CONFLICTS. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATION OF EXISTING Raleigh, North Carolina 27601 UTILITIES IF REQUIRED DURING INSTALLATION OF NEW WORK, 9t9.821.O60S 918821.0720
- - - 1 5 F ` - I:~-. : -W GATE VALVE ~ \ ~,;~,r'~'~~ ~ 4, ~ \ ~ : ~ ~ \ ~ 1 ~ VERIFY LOCATION AND ELEVATKNd OF EXISTING UTILITIES BEFORE CONSTR BEFORE CONSTRUCTION www.cherryhutfman.com
~ ~ "f ® - - ~ ~ ~ , r \ BEGINS ANO COORDINATE WITH THE ENgNEER FOR CHANGES TO THE SA 1 ~ ; .1 LO~V4E'F 1 ~ ~ AND OR UTILITIES. IF CHANGES ARE NEEDED, P'. IGES TO THE SANITARY 11, CONTRACTOR SHALL HAVE ALL PERMITS AND APPROVALS PRIOR TO BEGINNING
. - ~ A t „ a--• ~ SEWER LINE LOCATION , ~ { C ~ ~C` ' ASS MBLY~ ~ \ ~ MUST ~ APPROVED BY TOWN OF CARP PUBLIC WORKS DEPARTMENT. ARE NEEDED, PLANS CONSTRUCTION. DEPARTMENT, 12. SITE LAYOUT, GRADING AND DRAINAGE PROVIDED BY McNEELY ASSOCIATES-
, 1 ~ ~ \ \ L _ _ . '~it v v
\ ,i LOCATION AND ELEVATION OF EXISTING UTILmES AS SHOWN ON THE PU /f \ - \ ' ~ , ~ ~ ~ \ \ SHOWN IN APPROXIMATE MANNER ONLY. WN ON THE PLANS ARE SEE "L" SHEETS Dewberry & Davis, Inc.
\ : ` =ti, ~ ~ ~ \ , , , 13. EXISTING TOPOGRAPHY BY "TAYLOR WISEMAN TAYLOR". "0t ~o80N°NCaeix
~ ~ ~ - IN DEPTH SHALL BE 5 IN DIAMETER, \ / _ - ~ O ~ ~ ~ ~ ` ~ ~ V ~ 1 ~ 4. ALL MANHOLES 13 20 s,_ `R' 14, THE PROPOSED SANITARY SEWER FLOW IS 9600 GPD = 800 STUDENTS X LEGEND ~
/ ~ ~ a 1 \ V A \ / 12gpd/STUDENT II
~ . % ~ \ . ~ \ , RA T R T USE TF ~ - !y - \ \ 5, CONTRACTOR MAY NOT OBSTRUCT TRAFFIC FLOW. CONT C 0 0 ;TOR TO USE THE 15, ALL MH RIM AND COVER IN PAVEMENT SHALL ~ FLUSH W/ PAVEMENT ~ STRUCTURE NUMBER SEALS
\ ~ ~ \ ~ ~i l 1 NECESSARY TRAFFIC CONTROL AND. SEQUENCING,
/ . ` ~ 6. NOT ALL FIl'fINGS ARE SHOWN OR LABELED ON THE PLANS, CONTRACTOR CONTRACTOR SHALL 16. EXISTING GRADES SHOWN ARE TOPOGRAPHIC PROVIDED BY TAYLOR WISEMAN ® SANITARY SEWER MANHOLE ~µµueUe
i _ \ \ \ \ \ ~ PROVIDE ALL FITTINGS AND VALVES AS REOUIRED TO MEET THE TOWN OF I \ \ \ C ` ~ I \ \ AND SPECIFCATIONS. ~ \ `1 \ STANDARDS THE TOWN OF CARP TAYLOR. ~~i -SS - SANITARY SEWER LINE 0p'~~~ SS R'Q~/y.
17, 8" PRIVATE WATER MAIN = 3152 LF , O •'p~ L Oy • y L
i+9t ~ ld v ~ / ~ ~ ~a \ \ \ ~ 7. THE CONTRACTOR SHALL MAINTAIN SEPARATION BETWEEN SEWERS AND WATI + ~ ~ i \ \ r' \ \ \ \ AS FOLLOWS; :WERS AND WATER MAINS ~ ~~4a • 6" PRVATE FlRE SERVICE LINE = 707 LF - W - WATER MAIN FI~ y 9~~'
~ 4" PRIVATE WATER SERVICE LINE = 120 if L
A A F0~ R IEV~ S f~ILY
A ~ 1 ~ \ ~ 1.~~•r'1,. 8 PRIVATE SANITARY SEWER = 997 LF A
~ ~ ~ \ \ r O •.,1 \ ~ ~ WATER MAINS SHALL BE LAID AT LEAST 10 LATERALLY FROM EXISTI ~ PROPOSED SANITARY OR STORM SEWERS, MEASURED LATERALLY ED( .LY FROM EXISTING OR 6" PRIVATE SANITARY SEWER = 136 LF ~•••~~F(f~I..:N 5~~~''',' I LATERALLY EDGE TO EDGE,
! \ ~ ~ ~ UNLESS THE ELEVATION OF THE BOTTOM OF THE WATER MAIN IS AT 4TER MAIN IS AT LEAST 18 18. ALL WATER ANO SEWER ON PROPERTY IS PUBLIC, MH ~ NORTHING FASTING ~yej4 A,;,pee~e
1 INCHES ABOVE THE TOP OF THE SEWER WITH A HORIZONTAL SEPAR - _ ~ ~ ~ ~ RIZONTAL SEPARATION OF AT 190 750435.6910 2030017.6748
~ ~ . ~ ` \ , ~ \ ~ ~ (EAST 3 FEET, 19, BFP INSIDE BUILDING -SEE PLUMBING PLANS, 200 750410,5156 2030215.6817
20. RPZ INSIDE BUILDING -SEE FlRE PROTECTION PLANS, 210 750410.2995 2030336.6605
" _ ~ ~ ~ ~ \ { , WATER MAINS & SANITARY SEWER MAINS WHERE VERTICAL SEPARATb RTICAL SEPARATION IS LESS 220 750308,2395 2030390.5305
\ ~ ~ ~ ~ - ~ \ \ \ ~ P SUNDER THE SANITAR - _ ~ ~ _ ~ \ ~ ~ THAN 18 INCHES OR THE WATER LINE ASSE ER THE SANITARY SEWER, THE 21. FOR PRVATE SANITARY SEWER PROFILE -SEE SHEET C106 ANO C107, 230 749957,5022 2030391.6726
I ~ ~ ~ ~ I ~ ~ ~ ~ ~ 1 ENTIRE LEG OF THE SEWER LINE SHALL BE DUCTILE IRON PIPE EOl ~ t WATER MAIN STANDARDS. IRON PIPE EQUIVALENT TO 22 6" OIP WATER LINE SHALL BE 24" MINIMUM CLEARANCE UNDER ROOF DRAINS, 240 749957,5746 2030583,1017
_ - ~ ~ \ , ~ \ \ \ ~ ~ \ R SS SANITARY SEWER MANS AT AN APPROXU \ \ ` ~ \ WATER MAIN SHALL C 0 1. ~ ~ \ `l~t_) , \ \ DEGREE ANGLE. AT AN APPROXIMATE 90 23. PROJECT IS IN JORDAN LAKE BASIN (WATERSHED PROTECTION OVERLAY DISTRICT),
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/ ~ / ~ ~ n / r ~ / / / 8"GTE VALVE \ Roleigh, NC 27612 _ _I ~ ~ / ~ 910,762.9697
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r . ~ _ _ - - ~ ~ "a_ ; I z ~ aTRUCTURA~
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D ~ I - - _ _ . _ . ~ x _ ~ r i ~ / / ~ ~ ' / I ~ 4. I f ~ ht T~ rl-_.- =_z,-----__.~~ ~:_s_.~-ter _ - ° - ~ Ralelgh, NC 27605 ~_.L~ ~ ~ 9I9.832.551l7
/ / i 1::.- _ - ~ i \ , ~ ~ A / a ~ f ~ arm ` I~ _ J"~~= j._, ''J~l I~ Q / ~ 11 PWMB MECN, ELEC k CIYII
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~.~---~-=m-_-~~_ , ! ~ ~i 2301 Rexwoode Driva r I 20 ; rowN of c~Y ~
~ + ~ / ~ i~ tl:>>; f CON INUATION ~1.~.~-._.____T..-----~,i ~ UT LITY EASEME 'T i Ralelgh, NC 27807-3384 =_-~i~~~-~~,-~__/ ..~__..:~c~~if_,:_.:.:_ ~ ~ 419.661.9869
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• - I i. ..__.."_i~ - / - ~ ~ S FIRE PR TECTION xx - i(1 ~ ~ i I ~ ~ ~ Stottord Coneultinq Engineers - - - ~ ! ~ - } ~ \ 7424 Chopel HUI Rd. SuNe 102
6~ E, ~ w / ~ ~ / / I F CONTINUATION ~ __.-------1 1 a Ralelgh, N.C. 27607
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I ~ ~ x l , ~ ~ 45 BEN \ I~ _ \ o ~ ~ ~ ' ~ 11
' i I t ~ / / / / ~ BBL CKIN ~ _ _ I ' ! t ~ ~ ~ ~ ~ ~ Approved By Date ~~y~o ,
m ~ ~ ~ ~ - ~ I E , / ~ I ~ ~ r i j f ~ 17 r Planning Date ~ ~ f ~ Engineering Date
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/ . ' r , r ~ . ~ M ~ Ili ~ ~i P PAVEME T
I . ~ ~ - t i ~ 1 I SEE~~ FIRE PR TECTION i ~ ! I~ ~ PROJECT Nu?~eeR;
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~ i ~ / ~ .sue,,. ~ ~ I ~ i ~ , , ~ ~ /45 8 ,DIP , ~ ~ ~ feG04d A ~ ~ i _ _ - - ~ ~j ~ PNA9E~ ~ - r y _ ` - Oa i Q Permlt Submittol
~ ~ \ ~ ~ ~ ~ ! ~ W BLOCKING ~ v - - - ~ a ~ / ~ . i{ 11 ' ~ ~ 1 ! \ f ~ - -.m ~ Q ~ 1, t INCH = 40 FT. DATE:
: ~ . , - ~ ~ ~ I r , Y / V " ~ li • _ I
.y ' ^ ~ ~ J E / ` 1. f , , , ~ ~ ~ ~ I ~ I } { ~ 4-03-2007
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! I AT VALVE V . - . - ~ ti v v W • 6F CARY l ~ , ~ .URA I i f r 1 CO~REVISION 03.16.07 I , ASSEMBLYF : ~
1 I { ~ ! - ~ TIL TY" EASEMEN , ; " ' ~ % ;p! I ~ _ ~ c~- METE' BY PS ~ U \ ~ J. ~ _ _ - ,VAULT ~ 1 ~ i 2 TOC COMMENTS O4.OJ.07 i ~ ~ i ~ 3 DWO 03.28.07
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a ~ S w /QI nr?(i~+c 5 NCDENR 04.11,07
1 f X..- - M
-74 I a,- M
45' BEND
F ~l W/BL,OCKING UTILITY PLAN
46" BEND _ I . - 4 END ,
l_ W WD w _ C.. _ _ W' BL CKING
C101
2

t
~H LEGEND ~ NORTHING FASTING / NU I t5;
100 750868,6928 2029284,4986
x~ STRUCTURE NUMBER CURVE TABLE ~ 110 750871,5265 2029294,0887
120 750820,4653 2029338,9640 ~ CURB CATCH CURVE DELTA LENGTH RADIUS \ r ~ / 1. TOPOGRAPHIC SURVEY PERFORMED BY TAYLOR WISEMAN TAYLOR
( ) BASIN TANGENT CHORD CHORD BEARIN 130 750855,1551 2o2947a,5982 CET NE OF STREAM 1 SHOWN AT 2' CONTOURS.
® STORM DRA ~ " ~ ~ (FIE DLOCATED) 2. ` I WETLANDS AND STREAM BUFFER DELINEATION PERFORMED BY
WAGE MANHOLE 1 19 49 45 321,86 930 162,56 320,25' " N 831206 E 1 ~`J~ TRIGON ENGINEERING OCT OBER 2006.
t , ? DROP INLET W/ GRATE , 3, ALL NEW SANITARY SEWER SHALL BE 8 INCHES IN DIAMETER.
} ~ ~ « ~ i ' ? , 2 10$ 09 32 924,99 490 7 I / ~ ~ , , ~ 6 6,40' 793,63' N 52'38' 1 " ~ ~ I t~ i ~ 0 W I 4, ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NCDOT AND
~ j~ POND RISER ' l~ TOWN OF CARY STANDARDS AND SPECIFICATIONS. CHERRY HUFf1AAMRCHITECT~&
I ~`i t~ r ~I I i I • ~I ~ ~ ~ s , I ; ; ~ NOTE. OUTLET PROTECTION SIZES AND RIP ~ ~ RAP CLASS SHALL BE FOUND ON 5. PROJECT SITE IS LOCATED IN FEMA FLOOD INSURANCE RATE
~ ! ~ ~ ! ; ' I -TP - TREE PROTECTION ~I 1 i I ~ ~ ~ << ~ ~ SHEETS C112 1 , I C 13, AND C 114. ~ l 135 E. Mortln St., Suita 101 MAPS (FIRM), AND IS NOT LOCATED WITHIN THE 100 YEAR Raleigh, North Carolina 27so1
~ ~ ' ~ ~ ~ i ~ ; i ~ ¢ I ; ~ ~ ~ INLET PR - ` ~ . a v ~ HW ~ 3 ~ ~ FLOOD PLAIN. NUMBER 3720072400) AN 7 919.e21,oso5 919f821.o720
~ 1 . ~ OTECTION ~~Q -5 \ \ 5 ~ II~E .i~ l t~ , I ; ~ I ~ ~ ~ 1 ~ ~ I D 3 20073400) DATED ~ www.cherryhufimon.com
~ ~ L- ~ I ~ O OUTLET PROT ~ \ \ ~ ~ ECTION , ~ -e \ ~ A \ ~ J, 1 MAY 2, 2006.
! i~~ I , r' E 2,0.8,333:.{ ~ ~ ti DP HW X511 1' • ~ I \ ' \ \ \ ~ \ \ ~ ~ ~ ~ ~ t : j ~ ~ ~ 311 4r1' ~ \ A ~ \ Hw Est t S ~ 6, PROJECT SITE IS IN THE JORDAN RIVER WATERSHED.
! A I ~ ~ ~ O ~ ~ !A : i ~ ~ SF S L FENCE ~ \ A ~ A \ ~ ~ , \ 7' ~ 3 11 a ~ ~ \ ~ \ 1 ' 7, CONTRACTOR SHALL VERIFY MATERIAL OF EXISTING 12" SANITARY Dewberry
I ~ ; ~ ~ -UGC _ ~ ~ ~ ~ ~ ~ 2~~ ~ SEWER PIPE. IF MATERIAL IS NOT DUCTILE IRON, CONTRACTOR DewbeTTyBDBVit;?nc.
~ ! ~ I . ~ it 1 ~ I , ~ , UNDERGROUND ELECTRICAL A ~ V A ~ ~ 1 ~ ~ ~'l \ t ~ v \ ~ ~ c~ e.~ \ ~ ~ \ ~ i ~ i i ~ ~ r ~ V ~1 SHALL PROVIDE 12" DUCTILE IRON PIPE AND APPURTANCES a~R~~~
QI - rf` I !'ll ~ 1 \ C i REQUIRED TO CONFORM WITH TOC STANDARDS AND ~ H°°~ fAx no.ael,eeas
r I ~ I ~l ~ ~ \ ~ ~ \ ~ , l ~ I ~ ~ ; fl ~ F~ ~ NNECT TO ~ / ~ ~ A ~ ~ ~ 2a I ;n~ , , ; , , XIS ING , ~ / / \ 1. A ~ A ~ 's SPECIFICATIONS.
~ ~ ~ ~ ~ ~ ~ o r v~ ~ f ~ ! ` ~ ATE I ~~t 1 ~ ~ ~ ~ , ~ ~ i N ! ~ r ! ~ ,i , i , LNG, VIA 12 k12 ~ ~ .>E3-~6 ~ a ~ , 1 1 , O ! ~ \I 8, GROUND SURFACE OF PROFILE IS AT CENTERLINE OF ROAD. SEALS
i I I , ; , ; I, ; G Sf~EEV~ & VAL i 1i 1~0 860.8 ~ ~ ~ • I• t ACS ~ ~.a ~ ~ 1 i ~ \ \ i ti '~N g MAINTAIN MINIMUM COVER OVER WATERLINE PIPE BASED ON
I I f ~ ~ / l ~ r i ~ I ) ~r~; ~ 11. ~ ~ ~ I ~ ~ E $.,,~~:~,,12%.2~' ~ I r ,i ~ ~ I ~ t' ~ ~ ' 1aWoo. o FINAL GRADE IN THE LOCATION OF THE WATER LINE. e~eN'CAR"~•y
~ ~ , r/ I 1 ~ ~ , w 1 1 ,~~1 . , ~ i~ ~ ~ 0 LE P TE~TI N TYP. w , 9, SEE TYPICAL SECTIONS FOR ROADWAY DIMENSIONS AND ~,:o~~~a~lj'•.,
~ ~ 1 1 L o ; ~ ~ 1. ; , ~ ~ RAMP ; ~ ~ ~ N, 0 BOC, (TYP , 11 ~ _ PAVEMENT SECTION. ;~,•Q~~ ysy;
~ ~ ~ 10, CONTRACTOR SHALL SAWCUT PAVEMENT AND MATCH EXISTING FI~q~ ©~14~II~II~GS
t~ t ~ t ~501~ N t +b ' ? i51 ~,I ~ A ~ \ ti ~
i ~ ~ ~ i ~ OAT= ~ N ~ 1 ;1 gg w ~ ~ 7~ II ~ .f ~ ~ \ ~ 31 ~.00 0 ~ ~ C! TO CL { I r , \ \ \ 1 w EDGE OF PAVEMENT ELEVATIONS FOR ROAD, SIDEWALK, AND Fo~r~ilEVSPOS~s~LY
` ~ I 1 ~ I r , i ~ ,tom i \ n\ / W CURB AND GUTTER, fa ~~c
/ I ~ ~ r N ~C I f ~ ~ i ~ _ _v ~ ~ T~._-~ 5 CONC. SIDEWALK ~ II S ~0 11. 3;1 MAXIMUM SLOPE UNLESS NOTED OTHERWISE ON PLANS. sy9,yF~••"N~E~,.~~'~.
.I " a ~ ~ I ~ \ I r ~ ~ i ~ ~ ~ ,E ,02 12. ALL CONSTRUCTION ON THIS SHEET SHALL BE A PART OF THE ~~A gHaK~Se~~•
~ _ `I ~ ~ ~ j i ~ ~ ~ ~ i TOWN OF GARY ROADWAY BID BREAKDOWN.
/ ~ I! 20 ~ $0 ~ ~'~I 13. MILLS PARK DRIVE PAVEMENT DESIGN SHALL BE DESIGNED AND
N 750732,0 5 ~ 00 ~ , ~ ~HW ~SOZ I SEALED BY A STATE OF NORTH CAROLINA LICENSED
15 ~ ~ W ~ 1 i ? E 2028638.8 i ' ~ \ I t ; PROFESSIONAL ENGINEER.
~ \ CO w ~ , i
- ~ ~5t , ~ ~ 14+ ~ ~ 1 ~ ~ ~ .a X51 ; i2'xT AN 14. Lt =TANGENT RUN-OUT (TRANSITION 2% TO 0%) ~ 'i1'x8' Bo__x Lr =SUPER ELEVATION RUN-OFF (0~ TO 2~ SUPER, 29~
1 ~ ~ W 1 , EW ~ R~ ~ 11 • ~ DIP N 750 7 ~ I , , \ I 00 ~ ~ CUtV~RTS SUPER TO FULL SUPER).
12~+ 0 8,8 N , ! i G _ ~ , I 4
~ I ~ R j A ~ - _ j,'~ ~ 15. ALL STORM DRAIN, FRAMES, GRATE & HOODS SHALL BE
I N 7 5 ~ Y , ~ 11 L P R K D I i fP ~ ~ ~ ~ \ ~ ~ U STAMPED WITH DRAINS TO RIVER IN ACCORDANCE WITH TOWN
\ Zed W OF CARY STANDARDS.
_ _ i i ~ ! ~ i 1 ~ ~ ` ? W 16. THE 100 YEAR FLOOD CREST ELEVATION IS 277.13'.
~ ~ I ~ ~ l ~ ~ ~ ti I - ~ ~ r ~ ~ 17, BMP'S ARE DESIGNED TO MEET 85~ REMOVAL OF TSS•
~ ~ , ~ ~t ~ ~ h Y 1
,,uni~ I FES 2 v ' I ~ J: v i r I ~ i ~ / \ ~ ~ ~ ~ o l < ~ ~ v ~ s ~ IVY
i ~ I IN 31 .75 ~ I , < c' ~ ~ / ~ ~ j I Q W
I , ~ I, \ I \ N ~ ~ _ T; r -urn, ~ , I~ ~ _ - - I I I I l I t ~ ~
{ i i ~ - ~ 5' UTILITY STRIP \ I
1,5' t'~ I 1,5'
-;.L_ ~ I ~ 0 F~4NDI~AP ~ A I ~ r ~ ~ ~ I / ~ I , ; 1 2 ~ i 1 ~ ~ i ~ p hi f SIDEWALK CONSULTANTS
, ~ ~ ~ I ~ RAyul P ~ i ~r ~ I I I I ~ / / , j, I / SEALS
/ / ~ W BUT AND EM LISH I % r + ~ i ~ ~ ~ i ~ ~ I ~ ~ R Z IANOSCAPE
!I- ~ E STING CURB G TIER i~ ~ ~ ~B - % , ~ / ~ ~ \ / , ~ (2") SCHEDULE 40 PVC McNeely Aeeoelatee
! , I ~ ~ > AN SIDE~i VALK, P OTECT / ~ I N~ 750 61 , 4' ~ ~ ~ ~ , ` r k~ t~ t ~ \ CURB & f r ~ I ~ l ~ ~ i ti GUTTER ( , / ( _ , I ~ ti ~ EXIS9'I I ~ < < \ ti ~ ' ~ ~ / 5501 McNeely Orlve Raleigh, NC 27612
4 ~ NG WAVER / ~ ~t ~ D \ r.. 2 2918 ~ ~ ~ ~ 't r I . \ , ~ I ~ ~ STORM LINES. ~ \ ~ ~r~ 1 298.OU ~ i - 1 ~ (4) SCHEDULE ~ NOTE; IF CONDUIT HAS 919.782.9697
S DE'J~ K 40 PVC 24u OF COVER OR
LESS, ENCASE IN STRUCTURAL 1
~ ~ `v ' ~ ~ ~ ~ ~ - ~ ,r,~, ~ . CONCRETE Losoter, Hopkins, thong 1015 Wode Avenue
u~ N n n TYPICAL SECTION OF ELECTRICAL CONDUIT Relelgn, Nc 27605
+ ~ M n 919.832.5587
PIUNB MECH, ELEC R CIYII
Lt = 63' Lr = 112' _ FULL S PERELEVATION 0.036 FT/FT RT) Lr - 11 ' ' __~___.__i._ 2 Lt = 63 Lt 62 r = 124' -.____-.___T_ Dewbeny dt Oovla
PVI-STA. --1256,05 r = 124' N _ 2301 Rezwooda Orive ~ STORM DRAINA~iE SCHEDULE Raleigh, NC 27807-3388
VI ELE 322,,48_ Struct No, Shutt T To ood R PI Dis. in Pi T e Len h Sb a Invert In R Mvert Out 919.881.9989 2 CB 327.33
340 + - _ - 320.50
12 RCP 143 0.0400 ROOfINO CONSULTANT - ~ 3 CB 321.17
__u. _ _ -~.p,.0~.4._.__----_ 340 314.78 314.53 15 RCP 123 0.0641 Stafford Conaultlnq Englneera
, m __.___.._.._._.___.....--_---_.____..._.._--.--_OINT _ N ~ 4 CB 313.33 308.65 308.45 7424 Chapel HIII Rd. Suite 102 )W POINT _E EV _=.._28.9.1 _ . 15 RcP 16a 0.0663 Rolelgh, N.C. 27607
_ N...._._._.... - L W POINT S Phone; 919-852-1038 W-POINT ST = 18+94.5 r r s cB 30,.00 29825 z95.oo
._.___.__PVI STA - 18 RCP 188 O.W07
5 ___.__PVI STA._ __18±00_~ -___i_n___ 6 CB 292.93 288.25 288.00 18 RCP 100 0.0145
U - - VI ELE1 __-_PVI ELEV = 278.96____ _ _ 7 CB 289.85 286.55 288.35 PROJECT
~3 A.D. A.D. = 12.60 Z _ 18 RCP 98 0,0181 8 CB 288.50 284.58 284.38
. _ ~ o
. + o EX. 12 70Q., __..__---..K_. 5. 6 1a RcP s4 0.0113 E-22 Elementary School _
n --~-fiE-R-..__--- ^ N O _..._...._.._.70Q.z ' ~C________~.
48 MIN, . ~ _ o. _ STORM WATER NOTES•
320 W , . CLIENT
m o 4
_ _ 12 xi2"_.TA~PT~1 _ _....-OF-- - - - . _ ~ ~ z ~ _ - - 320 1. STRUCTURE NUMBER ON DRAWINGS DENOTED AS xxx
-g~.~yE._.~_~, _ _____R P ~ ~ . ~ x ~ ~ Wake County 2. CB =TOWN OF CARY STANDARD CATCH
~ z.._ . . Public School System BASIN. #8000.03
w .,p " o
_ ~ . ~-F __._..o. ,
12 - - - o--- - , o J_.___...__._ 3. MH =TOWN OF CARY STANDARD STORM DRAINAGE ,~Q~~ ~S
_ N ~oN __.______..____.W---- 120 LF OF 15' R P 4 •o ° ~
_ 11 5.63 ~ - - ~ - RC MANHOLE. #8000.05 cn . o ~___N_-_.____-- ---.~-a-rn ---___..__.oo
F- N ? Nil 3--_-N._..-._---- .-~--__.___..p___.. ~-__.__.._._1~ _ _ II ~
\ ~ N _ II O II ~ ~ ~ --~-~_~v_ N.._.__._._ . _ ° ~ ~ ° ~ ~ 4. FES =FLARED END SECTION, NCDOT STD. 310.01, t~
_ , \ - ~ j -
300 _ _ _ \ _ ~-rN_..~i_.___.._.._. N ~ ~ _ 5. ELEVATIONS ARE MEASURED TO THE GRATE ON DROP
~I Q II z ~ z ~ 300 INLETS, TO THE RIM ON STORM DRAINAGE MANHOLES,
N o AND TO THE TOP OF THE RIM ON CATCH BASINS.
~ O - \ CF d z~-._.__ Q 00 > _I~._~._-___ Z Z __-_..__.__.__m _
--_Of.._... ~ - _ o _ CP = ~ > > ~ N ~ _ -._~_Z_.Z. 6. RCP SHALL BE CLASS III REINFORCED UNLESS PROJECT NUMBER;
-___Q_ ~ _ __z_ - _ - .__-a-_-- ~.zz_____.__ OTHERWISE NOTED. 10031600
N ~ ~
00 - PHASE: _ _ 7. ALL STORM DRAIN FRAMES, GRATES, AND HOODS SHALL
N ~ _ _ .N ' •O _ - -M-c~_~ _ _ _ . _ . RCP Permit Submittal
RCP BE STAMPED WITH "DRAINS TO RIVER" PER TOWN OF }.._fi._ 1~__~CP--.._._ 4-03-2007
~ N .______v_ 4 - - ~ 18 - CARY STANDARDS AND SPECIFICATIONS, _..__..______v
N _ _ oaAwN BY.
. - _ _ _ Q d• Q _ - - .Z___.._.__.. 280 - Z - - _~_2~-- Q.__ ACH
~ - Z Z U (n ~ p __.__..x.52 UU? ZZ - - O r~ to _ _ CNECKEO BY; . p
200 PAK
_ r N-~ 00. HOR120NTAL SCALE VERTICAL SCALE
O CTS - _ _ 107 LF OF 0' 20' 40' ~tp- 80' 4' 8' 16' REVISIONS LF OF 8 D~
- _ tn ~ c0 - . _ - _ _ _ Z _ ...._._._~-__U..z_o.__---_._.___._. ~-_._ll._.~ _ 142 LF a no, revialon date
-142 . LF 3'~ 1 INCH - 40 FT. 1 INCH = 8 FT, I CD;REVISION 03.16.07 -.,.,i _
JOG COMMENTS 04,03.07 --®..-.O,JO° ..T-1 3 DWO 03.28.07
0.50 I___.___ 75 LF OF r
4 TOC COMMENTS 04.09.07
- - CARY PROJECT NUMBER 07-SP-022 5 NCDENR 04.11.07 00
APPROVED 0000 - AF AI - bulTOWN OF CARY
260 }{~...IF.-OF -8 $ER _ _ T- !t s U-EU -RTSApproved By Date
I- 45 F Planning Date ENTRANCE ROAD _..00.~._.~_..... Engineering Date
01.0% co UU z z ® 0, 9% 260 PLAN & PROFILE
10+00 11+00 12+00 13+00
14+00 15+00 1F-4-nn 1 -7inn c~~ n~

~ / r ~ ~ N ~ / 'f / i fir" , f ` ~ f ~ 1 .--...~_.,wr - ~ ( .
V" Q ~ ~ % r / ~ ~ ~ ~ IRE H ~ _ o n _
~ , ~ 2 LO 6FF ~n~~'~y~' 295, 0~t ~ R , !~J ~ - _ R . o iG / , ~ , _ ~ i .9 ~MBLY : CU 8__.&-~GUTT CUI CURVE TABLE
o l - - - > G 2`) 4i PVC i ~ ~ v- ~ _ y - STORM WATER NOTES;
r- / / ~ ~ ONOUIT /AN / - CURVE DELTA LENGTH 155 ~ ~ 5 CONC.- SIDEWALK - IGTH RADIUS TANGENT CHORD HORD BEARING
6. / 2 u.
~ ~ ~ a ~ , ~ ~=Q .50 ~ ~ N j ~ ~ ~ _ 2 108 09 32 924,99 x.99' 490' 676,40' 793,63' N 52.38'ot" w 1 ~ STRUCTURE NUMBER ON DRAWINGS
NV I -282.. / _ DENOTED AS XXX
~ ~ ``7 I / NOTE. OUTLET P j ROTECTION SIZES AND ZES AND RIP RAP CLASS SHALL BE FOUND ON
O ~ o t ~ ~ SHEETS C112, C113, AND C114. a _ y i 14. 2, CB =TOWN OF CARY STANDARD CATCH
t I R I ~ _ BASIN. #8000.03
I o 21 +,00 ~ q . . ~ _ CHERRY HUfFMAMRCHITECT4»
2 R \ L - ~ i ~ o ~ .9 ~ - , 135 E. Martin St„ Suite 101 - ~ ~ _ 3. MH =TOWN OF CARY STANDARD STORM
4" pV6_.CONDUIT AND ~ DRAINAGE MANHOLE, #8000.05 919.821,OBD5h Car919r821 0720
F Ok ~ , ~--1 \ 1 _ ~ 1. 2" PVC CY ~o \ ~ ~ ~ ~~2" PVC C`ON9UCT._ . _ _ Q , www.cherryhutfman.com
o .
~ ~ g ~ QI \ '6~ ~ ~ 10' ASPHALT , X11 o~ \i ~ ~4"x4"x2'`P~ST 4. FES =FLARED END SECTION, NCDOT .
,,"1 ~ P i ~ 1~ GREENWAY fNBIC4TE COI ~ ~ END - ~ _ _TNB4C4TE CONDUIT - STD. 310.01. END (Tl'P)
~ ~ ~ -3--- , . ~.~F-~ EO~P ~T~ ~ ~ $d _ Dewberry _ . _ Dewberry & Devie, lnc.
- 9 ~ ~ ~ . ~ 6 ~ ~ \ V1 T ~ ~ ~ ~ ~W t. _-f ~ 5, ELEVATIONS ARE MEASURED TO THE ~o+AexHaoosonNE .
J ~ \ ~ ~ 4x -
I 0 ~ y \ g \ 9g ~ - ~ ~ ~~~q:==`~-~" GRATE ON DROP INLETS, TO THE RIM ON STORM DRAINAGE MANHOLES, AND
~ 0 ' c~ ~ ~ \ o - _ ' ~ ~ ~ ~ TO THE TOP OF THE RIM ON CATCH sEa
E ~ \ ~ ~ ^ ~ ~ v ~ ~ ~ v ~f~ ~ r - r--~"s~~ _ BASINS. ~
\ \ 1 - ~ , ~ v1 ~ ~ ~ \ 0 DIC~4RP. RA P / ~ ' ~ 1 LF PV~~-
~ ~ ~ o ~ ~ \ ~ ELEC ICAL CONpUIT ~ . ~o ~ \ ~
~ \ ~ ~ , ~ ~ ~ OVER STOR T`M ~ 8 GATE VALVE ~ ~ _ / JE - ~ ~ ti~ 6. RCP SHALL BE CLASS III REINFORCED o~~~ ~A.RO''~
A ~ \ 1 ~ j r~ ~ ~ V V ~ •n \ \ ~ ~ ~ I \ \ ,3 \ _ / ~'F'~ . , /Y , UNLESS OTHERWISE NOTED. ~~~o,~~oEESS}oy's Asa ~ ~ _ / /
~ \ ~ 1 v ~ ~ a ~ v v ~ \ \ \ v I ~ L r x - A , ~ A \ ~ 3 _ LEGEND \ ~ \ ~ > > 3i ~ o _ _ /
~ ~ ~ ~ \ ~ o ~ 0' ~ V ~ + ~ V \ ~ 1 ? ~ I ~ 1 - \ j ~X ~ 7, STORM STRUCTURES AND PIPES BETWEEN Fo~R I~POSa~s " LY
I 1 ~ \ 1 URB & ~ TTER ~ Q STRUCTURE NUMBER r~ - ~ , ~ \ ~ ~ ' ~ 13A - 13 AND 14 ARE WCPSS, •,~.o~,~ ~
~ , , ~ ,l t~ \ ~ ~ C. SIDEWALK . f~ ~ ~ / ~~J-_^`, ~ 8, SANITARY SEWER AND WATER NOT A. K,S;°°
i r VI ~ t , 0 \ \ ~ / ~ CURB CATCH ~ ' ~ ~ c ` ` \ ~ ~ \ \ \ , ~ ~ ) BASIN ~ i ~ ~ -
, Pty ~ ~ ~ \ \ ~ 1 0/ \ ~ g 1g5 ~ ~ LOCATED WITHIN RIGHT-OF-WAY OR heeenn
® STORM ~ 0 ~ ~ ~ 1 ~ ~ ~ i ~ DRAINAGE MANHOLE ~2 , 0\~ ~ ` ~ \ ~
~ ~ ~ ~ ~sF \ \ 1 ~ ~ 'S ~ \ ~ ~ U' I ,'"l _ r' ~ , ` PUBLIC EASEMENT SHALL BE PRIVATE AND ~ , r' OWNED BY WCPSS,
0 DROP INLET W GRATE G ~ ` ~ T ~ ~ ~ ~ ~ ` ~ 1 ~ ~ ~ 6 ~ ~ ~ 0\ \ v ~
~ ~ \ \ 1 / ~ a \ ~ ~ \ ~ \ ~ \ 8 GATE VANE P OND RISER ~ ~ ~ \ ~
~ 1 \ ~ 3 \ ` 12 x8 TEE ~ l~~ 9. ALL STORM DRAIN, FRAMES, GRATE &
I \ 0~ 3 \ , -TP - TREE PROTECTI ~ \ I ~ ~ \ \ 4 ON ~ ~ ~ ~ B i ~ ~ ~ HOODS SHALL BE STAMPED WITH "DRAINS
~ \ pREBA 02 ~ 3 i \ 0 ( TO RIVER" IN ACCORDANCE WITH TOWN OF
P INLET P \ I _ ~ \ \ 06 U' ~ i v~ i ~ O ROT T 9 EC ION ~ ~ 8 2~ ~ ~ \ ~ CARY STANDARDS.
\ \ ~ 284• 2 ~?g ~ ~ OUTLET PROTECTION ~ \ 2 . ~ ~ ~ 1 . _ r - ~ .-moo. ~
\ SF - SILT FENCE \ ~ p i ~ 8TDRM DRAINAGE SCHEDULE
t l ~ ~ 9~ _ ~ 8trrrot No. Struct T To Hood R Pi a Dit. in P T Len 8b Invert In Invert Out R
-UG - UNDER ~ ~d E GROUND ~ ~ ELECTRIC Sy •s;~:;:•~,. ~ ~ ~ 5 CONCRETE ti 1 " G V", 9 CB 269.50 283.88 283.48
~ ~ v ~ ;.y ~ 24 RCP 67 0.0050 16 CB 290.50 283.13 282.93
\ ~ ~ v L`~ 24 RCP 80 0.0050
MH ~ NORTHING FASTING ~ \ ~~ll" \ ` ~ VV 19A MH 294,OD 282.53 282.33
\ T - 140 750856.3835 2029581,4783 ~ ~ ' ' ~ \ \ • t: ~ HORIZONTAL SCALE 24 RCP
150 750830.7427 2029689, 0729 ~S -1 : ' . ~ ~ ~ ' • ' \ 20~ 40~ 80' 19 FES 138 0.0133 280.50
155 750684.7342 2029705,8154 ~ ~ 10 CB 311.94 - - - 307.00
~ ~ 160 750775.8392 2 ~ ~ ~ : ' ' ' 029804,7458 ~ i . , , ~ Z ' ~ 15 RCP 43 0.0200 CONSULTANTS 1 INCH = 40 FT, 11 CB 311,94
170 750705.3313 2029888.2681 I \ \ ~ MICRO OL KEY STONE 8 \ ~ ~ 308.14 305.94 SEALS 15 RCP 210 0.0100 uND8CAPE
180 750570.3649 2029979.4153 ' ; ' ; VERTICAL SCALE 12 CB 312,47 303.84 303,55 McNeely Aeaoeiatee
190 750435,6910 2030017 ~ EfaFRGENCY W ~ .87as ~ v w4 ` - L-5(~`
200 750470,5156 2030215,6817 COMPOSITE RE~iNfORCEM NT ~ ti ~ ~ 0' 4' $ 18 RCP 130 0.0200 5501 McNeely Drive 16' 15 CB 310,5 300.95 300.75 Roleigh, NC 27612 ~--7_ 18 RCP 187 0.0404 919.782.9807
210 750410,2995 2030336.6605 TURF MATTING 1U',X 1 ~ A ~ , ~ , 18 CB 304.5 294.00 293.50
1 INCH = 8 FT, 24 ~ RCP 142 0.0413 STRUCTURAL 17 CB 298.5 267.83 287.43 Loeobr, Hopkins, Chang
50 LF OF 15 P ' ~ ' \ ~ ~ 24 RCP 177 0.0392 1015 Wode Avenue
00.5X \ • , INV. a \ ~ i it \A ~ 17a FES 280.50 Roleigh, NC 27805
4UT 279.75 ` ! ~ \ ~ . 01 ~ 919.832,5587
13a DI 312,5 301.70 12 RCP 25 0.0400 Ptuw6 NEON, EXEC a cwl~
. FULL SUPERELE ATION ®0.040 FT~ LT - _ _ _ _ 13 CB 313.5 308.70 306,50 Dewberry dr Oovla
Lr = 124' 12 RCP 70 0.0100 2301 Rexwooda Orive - - - 14 CB 313.5 305.80 305.80 Raleigh, NC 27807-3368
_ 15 RCP 75 0.0200 919,881,9989
340 26 HIGH P INT ELEV = 312. . _ _ _ . _ _ 15 CB 310,5 304.10 300.75
,r T- HIGH PO NT STA = 2 +52.70 . .,..._._.....__..__..__.._..M--- 34O - - - ROOfINO CONSULTANT

_ - - Sta}}ord Conwltlnq Engineers T T ~ 7424 Chopel Hill Rd. Suite 102
PVI ELEV = 313 92 _ o _ . NOTES' Roleigh, N.C. 27807
- . _.____._.__.__.---._...1 _ Phone: [phone]
_------__----_____.__..._K - 56.02 0 _ _ __.__.1.__.
Z _ 1. TOPOGRAPHIC SURVEY PERFORMED BY TAYLOR WISEMAN TAYLOR.
330.00' VC + - _ _ 00 - - - - ~ 2. WETLANDS AND STREAM BUFFER DELINEATION PERFORMED BY TRIGON PROJECT
. ~ _ ENGINEERING OCTOBER 2006.
. Q o _ E-22 Elementary School
o ~ ~ o . 3. WATER MAINS AND APURTANCES WITHIN THE RIGHT OF WAY SHALL BE
NN w^jM PUBLIC,
320 + _o__ o - -
O N N O o + ~ II ww CLIENT
d' J ' wm 320 4. ALL NEW SANITARY SEWER SHALL BE 8 INCHES IN DIAMETER.
00 N _ N N N co _ . _ _ 11~
O ~ c0 r2.op_.N____ - > N -Ol Q_-~I- ~ _ .._-~-a0-N- _ i~ = N I I ~ O ~ N - - Q II p N N ..............._-.__....---......1.- Wake County ~ 5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NCDOT AND TOWN OF
_ _ _ _ _ CARY STANDARDS AND SPECIFICATIONS. Public School System
_ __--II_.__ + N I ~ ~ rn + N II ~-a--_--- M II . ~-9g _3_.._-------- oL_.________ _ . - Z + N N Q O N Q Z~ _ 3.__
_ II ~ ~ ~ _ RV _ II _ Q N Q II - _ _ Z Q II Z - - ~ - 6. PROJECT SITE IS LOCATED IN FEMA FLOOD INSURANCE RATE MAPS (FIRM}, ~ - e_._
AND IS NOT LOCATED WITHIN THE 100 YEAR FLOOD PLAIN. NUMBER ~yQ
_ ~ R cn ~ 4! _ _ . . . _ . . ~ , w w 3720072400) AND 3720073400) DATED MAY 2, 2006. 2
. - - -
- 7. PROJECT SITE IS IN JORDAN RIVER WATERSHED, ~ rA
300 / 1.40-kF Ol_8___..._..._..___. 10 LF-_ _ 1.8~~_..RCp - _ _ _ 8. CONTRACTOR SHALL VERIFY MATERIAL OF EXISTING 12" SANITARY SEWER M * ~~y
„ _ 1_g.._ ..RCP.. PVC 1.29 Q lF ~ 13 ~5 300 PIPE, IF MATERIAL IS NOT DUCTILE IRON, CONTRACTOR SHALL PROVIDE
_ o -
DIP _ _ _ - - - - 1 a 12" DUCTILE IRON PIPE AND APPURTANCES REQUIRED TO CONFORM WITH _ _ TOC STANDARDS AND SPECIFICATIONS,
a _ -~5-- -F-OF-.. „ P _ 4 PROJECT NUMBER:
- _ _ q•. _ - - ~ 15' R-C~ _ 1~ 48 M N,
. ® 50% - - 9. GROUND SURFACE OF PROFILE IS AT CENTERLINE OF ROAD. MAINTAIN 10o31soo
_ MINIMUM COVER OVER WATERLINE PIPE BASED ON FINAL GRADE IN THE PHASE:
67 LF F ---.__-X42----- - 1-~ _ LOCATION OF THE WATER LINE. Permit Submittal
64 LF OF 24" - - _ R DATE; 10. SEE TYPICAL SECTIONS FOR ROADWAY DIMENSIONS AND PAVEMENT SECTION,
~ 0.6 ~ is - 123 _ 4-03-2007
a _ DRAwN BY;
8_._DIP 280 -tt7--t - _ _ - 11, CONTRACTOR SHALL SAWCUT PAVEMENT AND MATCH EXISTING EDGE OF Ac"
7 LF OF • 5~ o ~ _ _ _ _ _ . . . _ _.__.In PAVEMENT ELEVATIONS FOR ROAD, SIDEWALK, AND CURB AND GUTTER. CNECKEO eY:
g DIP - - - o ~ - pp~ 24 RCP _ . _.__.24" _RCP.__... . ~ _ ~ 280 PAK
0 _ ~ 0.60 -rn_ ~ . o . ~ 0 12. 3:1 MAXIMUM SLOPE UNLESS NOTED OTHERWISE ON PLANS.
~ 3,50 o . o ~;._Q_~ _ . r ~ ~ _ _.W-~ 1+~ REVISIONS
_.JL _ - _ 13. ALL CONSTRUCTION ON THIS SHEET SHALL BE A PART OF THE TOWN OF n, CDIREVISION 03118.01
_..al. _p . IL?~p _ . . _ - _ _ _ . _ . _ _ _ _ r Q
- Q 0 ~ ~ . . ~ - u ?:4 CARY ROADWAY BID BREAKDOWN. ~ S ~ ~ 2 TOC COMMENTS 04.03.07
t4 LV-7- ~FY ZZZ 00 ci
0000 try-0 CY) 00 U Z Z 3 DWO 03.28.07 4 TOC COMMENTS 04.09.07
_ 5 NCDENR 04.11.07 CARY PROJECT NUMBER
CY)
APPROVED
260 co cw) Fh_ ? TOWN OF CARP
Approved By Date Planning Date ENTRANCE ROAD
260 Engineering Date PLAN & PROFILE
19+00 20+00
21 +nn 9?+nn 3 +nn ~a--~- nn ~5-4-nn
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\ CHERRYHUFFMAN
\ 135 E. Martin St., Suite 101 8"PVC - - ~p^~(C- - - 10"PVC - -1Q'.L~C~ - - 10"PVC- 10" PVC
' g"PVC - 6"PVC - - - - -g"PVC - - - 9' - - 8" - ~P~ - - a" ~C - - . 6" PVC - - / / - - - - / \ I Raleigh, North Carolina 27601
6" PVC 6" PVC 6" PVC 6"PVC G 6 PVC 6"PVC 6" PUCE 6' PVC 6' PVC- 1 6" PVC I 6" PVC s" PVC~6" PVC- ( \ ® I 919.821.0805 T 919, 821.0720 F "`YI "'VVV yyy www. cherryhuffman. com
. I _ _ _ _ M _ v_ x. n- n- n- ~ c- ~aJ t L~ tt_ a~ u- z~- u.~ n- w- a I v c~ ix c u rt I
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I I 1119 SF 1,179 SF 1,358 5F 82g SF 6e4 sF 989 SF 999 SF I ~ W C -39 ~ 2 9
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I I I I I ~~iyrrASSO, r,<`~,,, i~~~~I ~uuun~N~`',,~
I I I I
• I I I
I I
I I I CONSULTANTS I
I
I I I I LANDSCAPE ARCHITECTURE
I I I I McNeely Associates, P.A.
I I P.O. Drawer 30126
I I I ( Raleigh, Nodh Carolina, 27622
I I ~ I I 919.782.9677 T
• o L 4x5 DS I I
I I 412 SF I STRUCTURAL
' I V I 4x5 DS x ~ 1994 SF I Lassiter-Hopkins-Chang
" ~ I 4x5 DS 4x5 DS 4x5 D5 I - - - - - - B PVC - SD C 1150 SF 4x5 DS 2,185 SF 4~ DS 6"PVC 956 SF I 1015 Wade Avenue
I ~ I I ° SD CO ~ I 1,536 SF 1,575 SF I I Ralegh, NC 27605
'~G ( 919.82.5587 T
I I ~ • I ~ - - -g" PVC - I I
I ~ DC 4~os I I PLUMB, MECH, ELEC d, CIVIL
SDCO ® t,9t8SF I
I I ~ ~ I 4x5 DS ' 6" PVC ~ 6' PVC ~ 235t sF z5 DS 4x5 DS 4x5 pS 4x5 DS 4x5 DS I I Dewbeny & Davis
I _ s PVC , I - - - - I 351 SF 2,351 SF ~ PVC 2,~1 SF 2,351 SF 6"PVC 2,832 SF I I 2301 Rexwoods Drive Suite 210
I I Raleigh, NC 27607-3366 - - - - - - - J I 919.881.9939 T
I " ~ C 4x51u I SD g c I a1asF _ _ _ 4x5 _ - - - - ® SD - D ~ ® I
3,0993E SDC ( ROOFING CONSULTANT
I - - - - CoNann . - - - - - - 138 SF ® I Stafford Consulting Engineers
I I - - • I I 185 SF S CO C 6' 4x5 DS I I 7424 Chapel Hill Rd. Suite 102
\ I ( Raleigh, NC 27607
I ( 919.852.1038 T
• I - - - - ~ - - - • I 13s SF ® U I
CO I \ - - - - - I I FOOD SERVICE
® 6" PVC - I I Foodesign Assocates
o ° I I 5828 Oak Drive
4x5 DS D PVC I I Charbtte, NC 28227
LEGEND (Thi ~ 4x5DS~ 's Sheet Onl Y 4x5 DS I 704.545.6151 T
2,949 ~ 2,949 ~ I I
. I I ® I I i PROJECT
' DETAIL FLAG DETAIL #/SHEET # - a~Ds
L5 - - - - - - SD CO 6"PVC 1,503 SF I r::: - - I 4x5 DS- 4x5DS I " j I E-22 Elementary School
I 1,058 SF Puc I I WCPSS Project No. 000-0000.
• r•• PROPOSED STORM PIPE I Z~ ( 509 Mills Park Drive
. I I Cary, North Carolina - - - - - - I Township, Wake County
. I 4x5DS- PVC POLYVINYL CHLORIDE PIPE ® ax5 2,otasF 4x5DS ~ ~ I 2,018 SF I I I
8" PVC ~ PVC 1,345 SF .
I • RCP REINFORCED CONCRETE PIPE SD CO ~ ( I I Submittal I
I Co I ( ( ~ CLIENT
. I I CPP CORRUGATED PLASTIC PIPE I
4x5 DS 4x5 DS PVC I I
' I 2,Ot8SF 5 ( 4x5 DS SD CO STORM DRAIN CLEAN OUT I 6 PVC 1,283 SF ~ 2,Ot8SF I I I Wake County
-so I 'PUC I ~ I j Public Schools
I ( 1551 Rock Quarry Road
~ CURB INLET ( a I I ( i (919 X50.1800 Carolina 27610
4z5 DS I
' ? CATCH BASIN I i ~2) ax5 os 4x5 DS SD CO g PVC ~ 3,721 SF 2,016 SF 2,U,BSF I I ~ I ~ BU C
I =
> o STORM DRAIN INLET STRUCTURE I ~6' PVC I PVC I I ~e~ s I ~ I ~ I ~ ~
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. I I CD ~ I I ' ~
ax5 DS I 2,018 SF 4x5 DS I I 2,018 SF I ~ I
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' ~ I 10"PVC i I ~Y~ yrlj
. ~
~ 5 STORM DRAIN I I i ® bM *
• / / ~ -60 CLEAN OUT TYP. ax5 Ds 4x5 DS I I
~ 2,9163E 2,018 SF 1O' PVC ® I i PROJECT NUMBER:
~ ~ I I CAP22
See Sheet L•6O8 for Storm Drain ~ I I I I PHASE:
' Rims, Inverts and other Information BEFORE YOU DIG I ax5 DS 4z5 0.S I I Site Plan Submittal
• 1,1385E 1,1385f I
I I DATE:
' 4x5 DS 4x5 DS CALL 1 800 632-4949 I 1 ~ ~ pVC . See Enlarged Grading Plan T 1,2673E 2~"PVc
N.C. ONE-CALL CEN ER I , 6"PVC 6'PVC 4x5 DS 4x5DS I I
Sheet L-3O2 ~ s Pvc s PVC 1,,54 sF Pvc 6" PVC 7733E • ITS THE LAW I - 178SF ~D ~ I I 03 08 07 I DRAWN BY:
I - - - - - - - - - - - - - - - • - 6"PVC I I KMD
r I Pvc 4x5 DS ~ I
I • ~ • " 6" VC 4x5 Ds I - 4x5 DS 2,349 SF GRAPHIC SCALE ISDCO sD sD t227sF 2,349 SF I I i CHECKED BY:
I I DEP
zo is za ao eo L- - • 0 •v.•si•.u ss u u u• •uu~a.: ?iaa u u 6"PVC s" Pvc I I
238 SF FA \ I i REVISIONS
~ 4rd DS o SD 1,540SF
• (IN FEET) - 20 \ ~ ` SD CO 10"PVC I I no. revision date
l inch fL. ~ - - - - - - - ^ - - - - - - - - - - - - - - - - - - - - - - - - 1 - - ® I I 1 NCDENR First Review Response 041107
GENERAL NOTES: \ \ \ \ 4x5 DS r~6' PVC I I 4x5 DS I I 2 TOC 1st Reveiw Responses 04 26 07
I i. Roof drainage wllection system based on roof drainage areas and downspouts locations provided by \ \ 1,359 SF 1,359 SF I
Stafford Consr~tirg Engineers per digital file received February 12, 2007. \ • ~6. PVC I I
• All roof drains at 1.0% minimum slo pass 200 PVC ical unless otherwise noted. ~ Z. Pe Np \ ~ I I
\ \ ' Car Pro'Fect Number 07-SP-022 \ ~ s"PVc 6"PVC I I (
y J n 4x5os \ ~
' \ SD C ~ SE ax5 Ds \ 722 SF 722 SF ~ I I
\ \ r r SD CO I I
• \ 1 TOUVN OF GARY
~ Roof Drainage
Approved by Date: I YJ U < 1
Planning Date: I 1 .C ~I ~ I Collection Plan L-303 I
Engineering Date: I I
I r < ~

Standard 3050-D Town of Cary
' Requires the Fire Lanes to be marked CHERRYHUFFMAN
with "Thermoplastic Paint" 135 E. Martin St., Suite 101
• Car Pro ect Number 07-SP-022 Y 1
Mills Park Drive is shown fc e is shown for Reference Raleigh, North Carolina 27601
L-402 for Drawin L end Only -See Drawings by D~ See Sheet g eg swings by Dewben'y for 919.821.0805 T 919.821.0720 F
• Documentation regarding Mi regarding MiI1s Park Drive BEFORE YOU DIG ~+.cherryhuffman.com
RY F WN T GRAPHIC SCALE T n P
GENERAL NOTES; v ,,IIt11111111gq/I ',,Ipllllllli/f/////
Approved by Date: i. Field topographic information taken from digital file by Taylor, Wiseman & Taylor ao o zo ao ao tso CALL 1 800 632-4949 ~ARO(~'/~ ~~~~`~~~N ~AR0~~~4~~ N.C. ONE-CALL CENTER ,~~~~~~~~oS~pPE'gRcy~y,~'•,~, e~•o.~'~,NOS~q•, '9
Date: Engineers, Surveys, Scientists dated October 1, 2006 Planning ` F., 's IT'S THE LAW A
2. The wetlands and stream locatior>s subject to Town of Cary Riparian Buffers shown hereon are
Engineering Date: based on field ties to the flags set by Trigon Engineering Constants, Inc. 3. Town of Cary Standard 3050-D requires the Fire lanes to be marked with "Thermoplasdc Paint" (IN FEET) ~ ~ 2 9 r' 4o ft. ~ ~ C -39 ~ Q: W 1 inch
" "NO PARKING - FIRE LANE' WITH YELLOW C01 E'WITHYELLOWCOLOR p~~iiY A$$OC~p,,,`~~ y/~i/ S E Q,`~~
. ~ NO PARKING • FIRE LANE" WITH YELLOW COLOR MINIMUM 8" HIGH LEfrERS SPACED 6" FROM RS SPACED 6" FROM ~//'/auuwll+``~ /'//uulaln`j1
24° RCP 1 MINIMUM 8" HIGH LETTERS SPACED 6"FROM NG 50' URBAN ASPHALTJCONCRETECUTTER EDGE AT 40' EXISif ~ ASPHALTJCON(IZETE i;U1TEREDGE AT 40' TEREDGEAT40'
TRANSITION BUFFER " INTERVALS NEAR A FIRE HYDRANT. ALSO PAU INTERVALS NEAR A FIRE HYDRANT. ALSO PAINT 4 ASPHALTJCONRETECUTTEREDGE HYDRANT. ALSO PAUIT 4" TER EDGE CONSULTANTS
~ ASPHAITJCONRETE GUTTBtEDGE
' STOP BAR LANDSCAPE ARCHITECTURE
NCDOT HIGH VISIBILTIY CROSSWALK - _ -
I ~ C BAR 2 x IO' THERMOPLASTI ~ McNeely Associates, P.A.
( ~ SPACED 2' ON (ENTER a~ ~ -r - ~ 9 . P.O. Drawer 30126
/ Raleigh, North Carolina, 27622 919.762.9677 T
W ~ ~ ~ - - ~ • FIRE LANE" IN ~ / DO NOT ENTER "
• ~ ~ ~ i ~ 4' SOLID YELLOW LINE AND 6
H HIGH LETTERS STRUCTURAL
W W - of Lassiter-Hopkins-Chang
• ~ STOPSIGN F ~ - - - - - 1015 Wade Avenue
,C ~ STOPBAR Raleigh, NC 27605
. ~ I ~ "NO PARKING • TIRE LANE" WITH YELLOW COLOR 919.82.5587 T
3 ACCESSIBILITY LANE Q MINIMUM 8" HIGH LETTERS SPACED 6"FROM /
I -60 STRIPING (TYP) a ASPHALTJOONCREIEGUTTEREDGE AT 40' PLUMB, M E C H, E L E C It C I V I L
. ~ INTERYAIS NEAR A FIRE HYDRANT, ALSO PAINT 4' / u~~ ' . ~ ASPHALTJCONRETECUTTER EDGE Dewbeny 8 Davis
J " I J / 2301 Rexwoods Drive Suite 210
.I 1 ACCESSIBII.E PARKING F--1 -60 SIGNAGE (TYP) x Raleigh, NC 27607.3366
5 RESERVED PARKING SPACE / 919.881.9939 7
I • I ~ -60
/ ROOFING CONSULTANT
3 LOADING ZONE Stafford Consulting Engineers
~ ~ - -60 SIGNAGE (lYP) / 7424 Chapel Hill Rd. Suite 102
q d ~ Raleigh, NC 27607
/ 919.852.1038 T
• I t ~
I STOP SIGN / FOOD SERVICE
Foodesign Assocates
5828 Oak Drive
W - - - - f / Charlotte, NC 28227
704.545.6151 T
• ~ ~ stop BAR ~
I
~ I _ - - I PROJECT
r ~ E-22 Elementary School
• "NO PARKING -FIRE LANE"WITH YELLOW COLOR WCPSS Project No. 000-0000
MINIMUM 8" HIGH LETTERS SPACED 6" FROM I I ~ 509 Mills Park Drive
ASMiAlTJC01VCREfECUTTER EDGE AT 40' Cary, North Carolina Township, Wake County
• ( INTERVALS NEAR A FIRE HYDRANT. ALSO PAINT 4"
ASPHALTJCONRETECUTTER EDGE I Site Plan
STOP BAR I Submittal
I CLIENT
STOP SI
WEED BARRIER FABRIC TYPICAL T L - _ - ~ "NO PARKING - FIRE LANE" WT(H YEIIOW COLOR I
sEE SPECIFicAnoNs I ~ MINIMUM e" HI(~i LETTERS SPACED 6"FROM I Wake County ASPHALTJOOrKRETEGUTTEREDGE AT 40'
I "LOADINGJUI~OADING ZONE" (ALL CAPS) IHTERVaLSNEARaf1REHYDRANr,ALSOpAINT4" Public Schools
~Op gAR ~ MARKINGS W1TH 8" HIGH LETTERS IN ASPIiALTJCONRETE ~ ®GE I 1551 Rock Quarry Road Raleigh, Nordl Carolina 27510
WHItE PAINT AT 20' ON CENTER (918)-850.1800
~ BU C
I rev s ~ ~
I ~
I v ~
I y~~
I
3 LOADIN ZONE _
' I -60 SIGNAGE (TYP) ~ I~U'IURE i•~o
< , ,y . s PROJECT NUMBER:
STOP SIGN + I CAP22
5, " E" WITH YELLOW COLOR NO PARKING -FIRE LAN
' D 6"FROM ~ I MIMMUM 8' HIGH LETTERS SPACE ' 1 PHASE:
T CONCRETE Glfll'ER EDGE AT 40' ~ 1, ~ STOP SIR ASPHAL J " 5 5 I Site Plan Submittal
~ INTERVALS NEAR A FIRE HYDRANT. ALSO PAINT 4
ASPHALTJCONRETE GUi'f EREDGE ~ ( DATE:
AA tip; 03 08 07
1 ~I
~ I.,, ~ ~ a i DRAYVN BY:
< , ~ KMD

CHECKED BY:
"DO NOT ENTER - FIRE LANE" IN I DEP 4" SOIID YELLOW LINE AND 8"
"NO PARKING -FIRE LANE" WITH YELLOW COLOR :LLOW COLOR HIGH LETTERS ~ REVISIONS
~ 2 BUS/SERVICE SIGN • I MINIMUM 8"HIGH LETTERS SPACED 6" FROM ~ 6"FROM
-60 ASPHALTJCONCRETECUTTER EDGE AT 40' AT 40' I ~ no. revision date
( INTERVALS NEAR A FIRE HYDRANT. ALSO PAINT 4" ALSO PAINT 4" 1 TOC 1st Reveiw Resporraes 04 26 07
ASPHAITJCONRETECUTTER EDGE I
I
I
I I I~
/ ~
/ ~ I
• ~ / '
. ¦
Traffic marKmg L-401
Xx )0( )(X )0(
* & Signage Plan Toooo"

CHERRYHUFFMAN
135 E. Martin St., Suite 101
Raleigh, North Carolina 27601
BEFORE YOU DIG 919.821.0805 T 919.821.0720 F
5 T ~ P www•cherryhuffman com
CALL 1 800 632-4949 N. C. ONE-CALL CENTER ~p„p~~i
IT'S THE LAW .~`~~,R~N. CAR~~ ib'~. .~`,`,~~N11CAk0~~,~~'~
. 0 N .0 P~QyGPPE gRCy.~ ,~i :.~p,NDS~gA. ~ '~i
i ~ . i ~ ~~0 t~". • r,
~ .O p. ' : 9; ~
•Y s~• Q` ~ is
A SSOO1P~ ,,~~i~i~ S •.E a
GRAPHIC SCALE '~nuu,ra~~~` '%a,,,,,,,a+~'
40 ~ 20 40 80 160
CONSULTANTS
( IN FEET) LANDSCAPE ARCHITECTURE
1 inch = 40 ft.
McNeely Associates, P.A.
P.O. Drawer 30126 Raleigh, North Carolina, 27622
919.782.9677 T
A
LEGEND (L-400 Series Sheest Only) s T R U c T ~ RA L
Lassiter-Hopkins-Chang
5 DETAIL FLAG 1015 wade Avenue
-60 DETAIL #/SHEET # Raleigh, NC 27605 919.82.5587 T
HC ACCESSIBLE SPACE PLUMB, MECH, ELEC & CIVIL
Dewberry ~ Davis
VAN VAN ACCESSIBLE SPACE 2301 Rexwoods Drive sufte 210
Ralegh, NC 27607-3366
ACCESSIBILITY LANE STRIPING 919.881.9939 T
SIGNAGE ROOFING CONSULTANT
Stafford ConsuRing Engineers
~ PAINTED PAVEMENT MARKINGS 7424 Chapel Hill Rd. Suite 102
Raleigh, NC 27607
WEED BARRIER FABRIC 919.852.1038 T
FOOD SERVLCE
Foodesign Associates
5628 Oak Drive
Mills Park Drive is shown for Reference Charlotte, Nc2sz27
Only -See Drawings by Dewberry for 704.545.6151 T Documentation regarding Mills Park Dlrive
~ ~ PROJECT
~ ~ ~ ~ ~ Town of Cary Standard 3050-D
~ ~ • ~ ~ Requires the Fire Lanes to be marked E-22 Elementary School
with "Thermoplastic Paint" WCPSS Project No. 000-0000
~ ~ ~ 509 Milk Park Drive Cary, North Carolina
~ Township, Wake County
~ ~ GENERAL NOTES: Slte Plan
~ PAINT 4" WIDE WHITE "SKIP LINES". I " p \ 1. Reid topographic information takken from digital file by Taylor, Wiseman A Taybr Su bm Itta I
PAINT DASHES 6-0 LONG ~ 10'0 ON CENTER ~ ~ Engineers, Surveyor, Scientists dated October 1, 2006 CLIENT
~ 3 OP SIGN ~ 1 2. The wetlands and stream kxatlons subject to Town of Cary Riparian l3ufl`ers shown hereon are
. ~ EXISTING 50' URBAN OP BAR BUS t based on field ties to the flags set by Tdgon Engineering Consultants, Inc.
~ ~ ~ Wake County
W _ - - - , ~ ~ ~ Public Schools 1551 Rock Quarry Road
~ ~ 1 ~ ~ ~ STOPBARS -PROVIDE WHITE PAINTED STOP BARS WHERE INDICATED, BAR SHALL BE Raleigh, North Carolina 27610
.t ~ M ~ / (919F850.1500 12" WIDE AND SOLID, ACROSS FULL WIDTH OF EX[T LANE (EXCLUDING CURB AND
/ GUTTER), AND SET BACK APPROXIMATELY FOUR FEET FROM EDGE OF TRAVEI LANE
o ~ ~ i (BASED ON FACE OF CURB). Q~BU ~ S
~
~ ~ TRAFFIC SIGNAGE AS SS~ECIFIED IN SECTION 02800. ~r
~i ~
I
V ~
y~~c
R ~ ~ OP SIGN b,~ *
~ ~ 1
STOP BAR ~
PROJECT NUMBER:
CAP22
?i PHASE:
Site Ptan Submittal
DATE:
03 08 07
DRAWN BY:
KMD

Cary Project Number 07-SP-022 CHECKED BY:
~ ' ~ - ~ INDICATES NCDOT STD. 920.08 DEP
~ DIRECTIONAL ARROW PAINTED ON APPROVED
~ ASPHALT SURFACE. (IYP.) REVISIONS
TOWN OF GARY no. revision date
Approved by Date: 1 TOC 1st Reveiw Responses 04 26 07
n Planning Date:
24"RCP NO PARKING -FIRE LANE' WITH YELLOW aXAR "NO PARKING -FIRE LAN E^ wrrH YELLOW a VE" Wm{ y~„OYy COLOR Engineering Date:
EXISTING 50' URBAN MINIMUM 8" HIgi LETTERS SPACED 6"FROM MINIMUM 8" HIGH LETTERS SPACED 6"FROM TRADITION BUFFER ~ ASPHALTJCONCRETE (ATTIEREDGE AT 40' ERS SPACED 6" FROM
ASPHALT/a)NCRETE GUTTER EDGE AT 40 INTERVALS NEAR A FIRE HYDRANT. ALSO PAINT 4" ~ ~ INTERVALS NEAR A FIRE HYDRANT. ALSO PAl ('TI'ER EDGE AT 40'
ASPIW.TJCONRETECUTTER EDGE ASPHALT N I ~ Ja) RETE GUTTER EDGE :HYDRANT. ALSO PAINT 4" TER EDGE
1 ~ NCDOT HIGH VISIBILITY CROSSWALK
vv vv- _ Z' x 19 THERMOPLASTIC BAR Y' rr
SPACED T ON CENTER
LL-1 / ¦ Traffic Marking
& Signage Plan L-402

• 1/2" Max. at Finish Grade
Where No Walk Exists
Befur~ Curb CHERRYHUFFMAN This • used on Signage as required
„ 1 " EJJ Premoulded Pitch Concete Down When Water ~ ~ VAN at lot ind'
2.5 NCDOT Ault Surface, S9.5B Iler ~ Concrete Walks is Shown Mtdred to C~ppceite ~ ,.:.t • 'i t..y •J ! • ~.S • Side of the 5tre~ ACCES~BLE as "van Accessible° _ 135 E. Martin st., suite lol Col>Uete on Wan, Raleigh, North Carolina 27601
2"~l ~Il~r 919.821.0805 T 919.821.0720 F
a'«t•.,,"~+~::••'a~.•.~•r:•f~.;;i.p:. s::ti:._'.•::y••, ;•,•;+~--8"N(X)OTABCStoneBase „ ~I~ ~
~5,E~~ www. cherryhuffman. com
'.s. / / / / / ~ E~th-See ' ~ ~ ~ ~ ' PARK?NG v'srl gale. 5" ' ,.;.,,.~1,;, R7-BandR7.8D P~ ~~nu~u~q~
\ \ patted Speafx~fw _ 3 R ~ ~ : ~ ~ gnuuq~ q ~ i
N _ i --L - 7i ,'r - C < i __L~.:s- - 1~~ ~ all ~aooessibk' ~ 1" (70Nm at thP ,~~~~~~~N C ARQ~ / ~~Oi J~,`,~~~ ARQ~ / i~~4 ' . • 0 N
e Ic avin Ire one avl \ E r 7" ? ~ dl~Plan. 4" UTA, X .iBB" ~~~•~oSGAPE'gR~, ~-9 iii C~ •.~'PN D S ~q '9 ~~i~,
~ • . v I - ~ filled Willi t~ A ~ •
Scale: 1 =1-0 ~/j\//'/ •/%/j / 10.0" Maz~mui
\ y\\/\ B~ween Jant 10'-p" Maximum Willi tN o'~ats~Ue ~ : ~ . Y ~ • Q : •r • ~n Between lants MAX~ilUllll o ~ ~ : n ^ ` a : '
" / 2.5 NCDOT ft Surface 59.56 ~ , ~p~~~~ex~rlorenamel $ ~~'~~F••`';~~ a~oo~~~```~. 1~~, \ Ol ~ 1 Ct'ONm at tOp ~ ~ ~rA.SrJC ~0~~, E •~a~'~~``,,
' Compacted 2'-6' Typical 3" NCDOT Binder Course, Type I 19.06 Earth
Section Elevat Elevation 1-o WI,Q~TOOt1
• ^ t • I r:. ~ ' ' L • •;r~ ~ B" NW V i f1R. 5t~ne Base
••a. oncre a ur an u er I Gutter ~ ~ above finish grade ~ when pedestrian walk : o.. o ° CONSULTANTS
: • •••~=kY~:=~: I : 1 -1'_p If machine extrusion is used, joints in straight runs can bE Sca e - ght runs can be spaced pass~byorunders~n; o. o;a. P.,Op`o::Q :4
' ~ \ \ \ \ \ 15' a art and E J's at 90' on center //i /i /i /i /i /i /j / /j / /j Compacted Earlfi-S~ Speafxxhons P / 60" above fintsfl grade , o o:.:: S ' o: o: o: o: o: when pedestrianw~k LANDSCAPE ARCHITECTURE
J./i,./i,/i,./i,./i,./i,./i,/i,./i,/i,/i,/i, ~ .
U ~ \ McNeely Associates, P.A. Volume -C, N.C.
eav u avm 1,B"Tooled ]ant Min. l/4" R~ius Radius State Building Code, 2002. ~~\\j/\\j\ \\j/\\j/\\•%\\// ; P.O. Drawer 30126
See Plan for Patrem ~d/a locations Scale; 1"-1'-p" All vehicular asphalt paving as shown on plan ~pp(jpnS /\//\/\\/~\~r Raleigh, North Carolina, 27622
/ / / / ~ 919.782.9677 T f~SERVED ~ / ~
4" Depdt 4,000 Broom Finish PSI Conc. Slab pQ When more than r~~/~~\~, r, r~ S T R U C T U R A L
iwo daces are
• ~ Broom Fnish 2.5" NCDOTAsphak Surface, S9.56 _`r banked Lassiter-Hopkins-Chang Use arrow and one
Sign at ~d1 end 1015 Wade Avenue
a, . %.•'4:':4;x;;„` t• ' v o' v `.•r . :i:';~:'~- ABC Stone Base ~ ' Raleigh, NC 27605
. wt ..~A•itj, ,.~•.:J•. -A.•I.' NCDOT 4~ d Background - Nlhite 919.82.5587 T
. //\i/\~/\i/\i/\i/U/\/jV/\~ /\/j\~/\ijY/\/ Compacted EartlrSce Spe~tions Symbol>ue Background
/ \i\\i\\i\i\ \i\\i PLUMB, MECH, ELEC & CIVIL
\ j \j\ Earth DETAIL 1 Accessible Parkin Si na a Dewberry&Davis
• ( u //i//i//i/// /w\/ compac~ed e es rlan s a avin \ \ \ \ Access aisles shall be installed er State Accessibilit Code Standard 4.2.3; 2301 RexwoodsDrive Suite 210 Scale: Not to Scale p y Raleigh, NC 27607-3366
~ \ \ \ \\i\y 45° angle striping with 4' wide white paint at 3' o.c. New spaces shall not
Scale: 1 -1-0~~~~h~~~\~~~~~~~~~\~~~~~~~\~~ • use ground painted symbols. 919.x61.9939 T
' Notes:
L Locatron of control joints are shown on the Si6eJ layout Plans. Dark CAI01'ed CalkTete f~''':„ R O O F I N G C O N S U L T A N T
Face of balding or stn~ture or edge of existing pavement Moc within Cala~e ;;';a;~;;;:;;,;;~:>°<;;+;;;?±':~;:'~i .'h::'?,.`:.?!:?,:`,`.:,~.%:-:~:;::`:°::°:::.::r.::::;.:.:... Stafford Consulti En ineers n9 9 I NT
on r oln Ines or c 1/2" Thldc Prerrwukied EXpanSlOn Jars (E/J) Filler o J) for Conc. Walks t 7424 Chapel Hill Rd. Suite 102
WII Deptlr of Corrrlete at Ezish Conaebe Walks Scale: 1 1 /2"=1'-p" d • 27607 R ihNC ale I 9.
• or Structures a as Sperafied a Indxxte<I on Plan. Tooled Edge Both Sides - Mm,1/4" Raaus. 919.852.1038 T
i/2" Thick Premoulded Ezparwiai ]ar ~y~~ ti`; U~ EX ]ant ~rc/~] t' ' Iy) k ~`.y;~i
1/4"x 1.5" Deep Tooled ]Dint (Cp) Full Deptlt of Concrete. Tooled Edge . 1;,a,,, VICE D ER F00 S .T xrete Both Sides - oiled
See Manfor Pattiernand/ar ]cations Min. i(4" Radius. Min. l/4' Radius F esi n As soaates coil A 9 4~~`
4"Depth 4,000 PSI Conc. Slab . • . 4 M1 ~Si COnc. Slab ~,~'°''t<'' 2. U 5828 Oak Drive
Broom Firi~h Typ. Broom Finish 2 27 NC 82 Charlotte
" Fnnish Grade 1/2" Ma~dmum below walk surface Broom Finish 1/2 2 T 11 7 .545.6 5 04 'G . 0
~ . ' ~ . 0
OJECT PR
' , 6 Thick 4000 ~ Air Entrained Corrode a: a; • a: a, a:
s' ti'kb", W1,4 X W1.4 Weld Wrre Fabric E-22 Elements School
Trtlllcated Danes WCPSS Pro'ect No. 000-0000
/ / / • ; 6 NCDOT ABC Stone Base \ \ \ / \ , \ \ \ ~ y\/\y\/\ / . ~ / / / ~ /\i (',an Each B DOrx1'ete :<,.K.::;•:>;.~:•,:.::•:;;;:::>::>::>:<:::«»::»>.::.::::,....:;:... 509 Mills Park Drive Precast Class ::;a:.;::.::;:;;,.;:;• s: 3::;:•::;.;:•:. 81th ' ~ ••"~D' $ Cary, North Carolina
/ / /~i / c~ su rode \ \ Notes 1-5 Below IC see ISOMETR Townshi Wake Co P
see atro~ :,//i//i//i.//i. /i//i//i//:. /i. /:.//i//i.//i.//i.//i.//:.//J.
Notes: Notes: ~1PA Site Plan 16'-0" Submittal
1. At all concrete sufewalks corrtrd joints shall be spaced at a distance equal to 1. ]cation of control joints are shown onthe Sloe/ layout Mans.
the width of the walk ~iCparision pints shall be tD no fartl>erthan 30 feet. nsion ~ 'nts shag be ra f~tlter than 30 feet a rt and are to be laced where a control 'antis Expo pr spaced pa p ] jt>int is 6' - 0° 48' Unless Noted 6' - 0° CLIENT
• located on previously refaced plan. n ~ ' otherwise
eln orce oncre a avin ;EIJ) for Conc. Walks 12H:iV Max.sbpe on kiarllpl 12,1 Max. Slope on flared Sides
x anslon oln Ines or ' Scale: 1"=1'-p" C/J's may be "Saw Cut" in Service Area • ~ ~ ~ • . Wake County
Scale; 1 1/2"=1'-p" GtitberLine n n• Face of Curb Public Schools
ELEVATION u2 Max• Lip' Bevel ~ 2.1 1551 Rock Quarry Road Raleigh, North Caroli~ 27610
Asphalt Paving 6'-0" Mktimum Conde Curb [phone]
as Detailed Face of bui~ing or structure or edge of ez~png pavement 4' Min. >k Gutter;See Wan 4" Thldk 4,000 psi Cortaebe Q~BU C S
Taper Edge of
• >~h~` Flnlslred ~ i/2" Thldc Prentoulded Expansion Jarttt (Ell) Filler to 6" m~imum
12" Full Deptlr of Concrete at Existing Corra~te Walks or Structures or as Spedfied and Indicated on Plan.
. Tooled Edge Both Sides -Min.1/4" Radius. f~ ~ /
\\\i~\r~\i\\\~\i\\\i~i\\\i~r~\\r,\i, , r, ~i\\r, , r~\\i/~i\~~~i\\r\\\i\\i " " • 1J2 Max. L~ , Bevel ~ 2:1
\\i\\/\\i\\/ti Stone Base ~ Detailed Broom Hn~h Typ. SECTION A-A' V ~
Notes:
i ~ / / \ Cam SU rode . . //\//\//\/i,\~-- ~9 • \ \ \ \ See cxhorrs f~n~h Grade \\`\\\\\\\\\\\~NAP „ 1. Truncated domes In a detectable waming surface shill have a base ~aam~er of 0.9 inch (23 mm) mirimwm to 1.4 kldtes 36 mm) maximum, a top dlanleta' ~ 50% of the base diameter minimum tD 65% of the base d'lanteta' maximum, and a height of 0.2 Incles~5 mm). -~b
/ ~ 1/2 Ma~amum bela~r walk surface • 2. Truncated domes in a detectable warning surface shall have a cerltier-bo-c~nber sparing of 1.6 indtes (41 mm) minimwn and 2.4 ind>ess (61 mm) maximum, `a~
•A 4" 4000 PSI Concrete Pavi ~ ~ and abase-to-base sparing of 0.65 ind>es (16 mm) minimk5~nn, m~sured between the most adjacent domes on st~tlare grid. ~ * V ,
e o s a w o ur an u er ~ubgrade 3. Detectable wammg surfaces shah extend 24 irlcles (610 mm) mnimtan in the diroction of travel and the full width of the curb ramp, harrlding, or blended transition. The edge nearestthe pnb Bne shall be a m~imum ~ 6 inches and a maximum of 8 inches from flow line curb.
/~/i/~/i/./i/,/i/li/~i/~ 4. Dete(table Wamalg Surfaces 511x11 oonta5110% YiSllal Contrast WItl1 ddJatent Walking surfaces edfler light-on-dark, Or dark-on-l'ght. Detectable PROJECT NUMBER:
Scale: Not to Scale Fire Lane, Pedestrian Asphalt Paving Nees; wamin~ shall corr~st of a surface of huK~ted domes aligned kl a square grid pacem. Domes to be gray in oobr. Balk of sidewalk drop to be gray dyed concretecAP22
1. location of cordrol jams are shown on the Sibe/ Layout Mans. 5. Any NCDOT street must txxlfrom to DOT standardJADA handkap detail B48D05 sheet 1-4•
Expansion joints shall be spaced no farther than 30 feet apart and are to be faced where a cor~ol joint ~ located on previously referenced fan. II joint 5 PHASE:
DETAIL 2 Curb Ram ~ Curb and Gutter Site Plan Submittal
• x anslon om Inls a rut ~ at Structures Scale: Not to Scale Detail to meet Town of Cary Details and Specifications
DATE:
Scale: 1"=1'-p" 16' Typuxl Parking Space length o3 oa o7 m'
a. ' nve..
Parking Stall Measured fran DRAWN BY. a
Face of Cwt, Edge of Pavement, or End of Stall KMD
t~ °
. 2'-9" CHECKED BY.
g~~ Reinforced Cotxxete Wh nforex:d Ctxlaete Wheel Stop ~ DEP
• ~ 6'-11J2" Long. Min. WI .1J2 Long. Min. Wt. = 230 Ibs g a " a
2-#4x5'-9"SteelR~ #4 x 5' - 9 "Steel Re•Bars REVISIONS ao
e : ° no. revision date
I Finished Grade Jar,. '~~*y 3., "
e e e I Aspftraft ar con~te Pau / _ >ftlaft or Calcrete Paving ~ a c~ . 4 wide 1 TOC 1st Reveiw Responses 04 26 07 White Pained
\ ~ Two #4 Steel Re•Bars Scale: Not to Scale / .a:. ~~•~::o.: ~ ~ ~:a:: ~::a.: : ~ „ ° o #4 Steel Re•Bars ~ . floes
• \ o.~~ ~ a. a:~• ~ ~ g: Per Bumper, l2 Lorg • Bumper,l2" Long 9 , ° 45°
r\\ .Q ~ Q~ ~J-Q a - Q °.`:o~.a;~~o...... .o...o......p.o:`.o;....:...o . NCDOTABC~oneBasE DOT ABC Stale Base '
umber 07-SP-022 : o ~ o . o • o p_ : . Cary Project N a.
y/////i/i//////Yi/////////// ~,y~ . ° mpacted SUbgrade ^ ° a . a
\ \ \ ~\\~\\/\~\\\\\~l\\~\\\\~\\ Comp~d Subgrade /iYi /i / / / / /i / /yi /i /vi / / / /i /i / .
/,,/i/~i,,~/i,1i/,/i,.i/,/,,,/i~,/i/,/i/~~!
F RY TOWN
DETAIL Accessibilit Lane Stri in .Plan. View)
_ Annrnvcrl E,u r~A~P' 1 1 ~ I' / \ / -/~r1 /~rdT~ 1~1~~~I /~h 3 _ _ _
"FF VG I MIL VVI IVI GLG 111 IGGI %Jtv Scale: Not to Scale `J Typical for Parking Space Lanes and other Accessibility Lanes site L-601
Planning Date: 1"=l'-O" Concrete wheel stop is required at each accessible parkin accessible parking space where Details dewalk where shown on the plans.
Engineering Date, Scale. parking is perpendicular to an adjacent sidewalk where sh

CHERRYHUFFMAN
135 E. Martin St., Suite 101
' Tothl Sgnage as required Raleigh, North Carolina 27601
(1) One Krroz Boz required p~ Park Gate PARK~VG 919.821.0805 T 919.821.0720 F
bcation. See ardtitectural ~tedfica6loru. 2J3~8" O.D. Loop Style www. cherryhuffman. com
• 9 space bike rack Schedule 40pipe,hot-dipped ~ ~ AL FUE~LATE
Whith Greased 5"dia. hot di galvanized finish as specified ++Ip/lllllllf///// Il/llllllfl//
• ~ In section 02800. Nanized sled. ppe inside 6 dia. Plrovide Two 2 tie bads ~ VEHK,'LE
-di n¢ed with 7" dia. ) Two (2) Tie ~ ~ posts to male finslted Grade
~ P~ welded cep 12' each IEaf 24' dear ~ C&G Drive and female kxf<ing ( ) device. See Plan. Baccground - Whlte ° t • •~oSGAPE gRC"yi 9 i,, 0 V P N D S Cq ~ 9 iii
2 mm. from , " ~ ~ 11-6 each Icef (23 doer opming min.). See Phan S E~] Typ. 9e ~ ~ i ODYYrI at bop lek~nd and Border - BIJICK : ~ • . ~
Pavent~t f9tointersectionofcrossbar .<~::.:..:~::<;;:::>.::;:;.:~:<:~.;.<~;-:::::.::::::;:~ 6'x8'z4"ThickCorxxeteslab ilab 4"D X 188" ~ C-39 ~i: ;r 99 ~e r, ~ W rn ~,,t.~ ,ypJ,Y,O, P : • r ~ • Q : : O . N s:
to be ured after are set . ( Po P~ ) • See inn for kxapat re Set . AIL,A ~wnefe~ i C1 •.~i ~ • Q ~ i , l~ ~ 11~~ IC4 17°ll~ WIMGt~ ~ ~ ;y~'• t~~~ d~~7 ~
O N / P M " Typ. Wilds Post ar~ 'n as , CAR When mare than P~Ii t~p~e blue ~ ,~V~,. ?l~RtO ~
reds u~ghh 8 MI . man Itecom~en~a6ons ar or Piraslt or a~6'ons POOL two spaces are eicberlor enamel ~ ~ ~ ~ I ,I ~~~''fi li pn~ ~ ,,,~~'I ~ulluuall`,,,•
top of cu , Y' banked tagett>er, 1° aowrl at to ~ VAN Use arrow and one P
I 4" ear ~ e aC / I G _ ~gn at each end o
I I 1 • ~ I I Scale: Not to Scale 12d~, )~3 CONSULTANTS
6" x 12" NOT WZ3-10 black & white I I i " ° . I ~ ~ncetor reflective ~gn, each baf. I I I I
" I I I ~ Background-White a' " o-.. a71tr LANDSCAPE ARCHITECTURE
• ~ o 4 Die. Hd dipped Gabaruzed raked I I I I I Legend and Border- BIAq( ° ~o °`~o~a °
a loddng devise amilar or eaqual to V I Stanley lifespan Combination Saf~y Hasp. ~ - - ~ • McNeely Assocates, P.A. ' //\~/j\~/j\~//\~/ ~ P.O. Drawer 30126
Tie bads posts to accept each half. : ~ Raleigh, North Carolina, 27622
5" Db. Steel Pi in 3000 ' Corxrete Footi 12" 3-0 ~ ~ ~ 84" above finch grade ~j~//~~~ , when pedestrian walk • • • \ 919.782.9677 T
passes by or under ~gn;~/~\~\\///~ ~ /
„ , All automobile parking spaces on 4 the sRe shall be cor>cecutively numbered 60" above finsh grade • • • : v//v// v /vi, \ ~ STRUCTURAL
Submit Shop Drawings for Review and Approval Prior to Purchase and Instavation stall dividers with tem late and letter style approved by bend when pedestrian walk ~ / i 3Ved ~ ~ \ /\f`j~\ Lassiter-Hopkins-Chang
Owner. "freehand numbering shall be Printing In~tiorls for Gates Permifxed, ~hdll ~ vdu~me l-cN,C ~ ~ 1015 Wade Avenue
Tnemec Com Inc.' PO Boz 5646• Ca NC 27512.5646 PAY, ry~ State BUiklirg Code, 2002. Raleigh, NC 27605
Ph;[phone] 919.82.5587 T
1. System Type; EpoxyPolyuretitane
2. Surface Preparations; SSPU-SPI and brush off blast dean DETAIL Alternative Fuel Vehicle Parkin Si na a P L U M e, M E C H, E L E C S C I V I L
3. Primer: Series 27 (field-coated) Typoxy or 69 Hi-Bkdld Epoxoline One 1) space seleded,by the shag be desrgnat~l " " Scale: Not to Scale ~ and "Car Pool/Van" Slgn Dewbe & Davis
4. Pant: White (sertti-glces) Series 73 Enckva-Shield with tt~ words ALT6lNATNE R1El VEHICLE L VEHICLE
stendled above the space mrmber. 2301 Rexwoods Drive Suite 210
Raleigh, NC 276073366 ' 919.881.9939 T
• ar a e Three(3 sew )spaces by the Owner shall be designated $Igliage aS feQINCCd
Scale: Not to Scale ' with rite word "VISITOR"
stenciled above the space number SE~11I ROOFING CONSULTANT ;-i
~ 5)~bY ~Y Stafford Consulting Engineers
RESE D the shall be desrgnated 7424 Chapel Hill Rd. Suite 102
' • Backboard Assemdy with the words "CAR Poou VAN" stencled above the space number. Raleigh, NC 27607
' 919.852.1038 T
Backboard Brace Hcevy Duty " Travel Aisle
Break Away Goal 4.5" O.D. Sdtedule 40 1 ~~~P FOOD SERVICE
bn Net Ga~anaed Steil pipe Post 4" Vin, X p. Foodesign Associates
NY nlled WIttI DDrI~~ ~ 5828 Oak Drive
f jlipa;,~~p~~ ~ Charlotte, NC 28227
eserve ar i ace Ot ~ ~ ~ ~ 704.545.6151 T
g0° Scale: Not to Scale 1" Crown at bop in ~ i
~ PROJECT
• 2' Radius Background -White 12" d' • 3 a~ Bow - ~ E-22 Elementary School
a ~ . o.,;, Q a WCPSS Project No.000-0000 a:p;~ o:Q..: o
• 4' Spun aluminum ball o, Q; • , o: a , 509 Mills Park Drlve Note: o. • o; ;i o. D, Q:. , o o . Cary, North Carolina
4 84"above finch grade / / / Township, Wake County
when pedestrian walk passes ~ a unc~r sgn; ~/y\' ~ Site Plan
• 1 "ThkkPre-Moulded R Cane to Ragpde Ezpansbn Joint FGbr Full Depth of as eel
Conkxete as Spedfied (typ.) u~ufieraing Submittal
Finished Grade u eet~apter4 \ • : ~ CLIENT
I 18"Steel Ground Pratedor Volume 1-~, N.C.~ / State Building Code, 2002. \'v\~~\\~\~ \
~ ~ , " ~ , ~ ~ . Aluminum Cellar r\j \ ~ ' ' ~ Wake County
/j / r / , • ' ~ Caulking DETAIL 2 Bus Service Sin Public Schools 1tr81 Rock Quarry Road
" " : C I ~ < 3000 psl Concrete Pedestal
Scale; Not to Scale t~sl~~ BoOCarolina27610
(j\/ , ~ , , c Com 2" Rnah Grade y\\ Patted
~ < rs Ao
~ ~ : ~ loose Sand fill e~6~ ~s
\y 8 dinmeter 14 gauge Outer < ~ / ~
< ii,\///\/ ~ Base dia ~ : o meta vanes with heght z
• ~i\i / \ Com Steel Bbcbng
\!i~\! /~\/\/~i\\//~\i\\/i r~~/ M \i/\ . . ~\i~/~%//%//~//%/// Eartlt . Q Wild Dowel to 1~2" X 9" X 9" Steel Pbte
12" X 6" X 6"Steel Plate • _ 1 ~ LOADING ~ a„ ~1~, V ~
ZONE ~ s yfq
1'-3" 3j4" Die X 18"Steel Dowel r~ 1'-6" 4 ~a~t~'Sheel
• as e a os oa an e
Scale: 1/2"=1'-0" Note: Set goals prior to placing surface See 4.11.5 NC Akxessibilily Code 1999 P ~ ~ z PROJECT NUMBER:
WRII tWOpl~lUe f
Sell lathhingtwo-way latchh witlt provision Badck~ound -White exterior enamel M ~ ~ ~ CAP22 Legend and BOrder • Green 1" CrOWn at top M ~ PHASE:
for padbdc (padlodk not in the contract) one a ere a o e 3(8 dia., truss buckle White Symbol on Blue Bdckgruund o
1/4" thidk X 3~4" wide tension across diagonal Scale: Not to Scale See spedflk~ions fa halyard and pulley i2" ) Site Plan Submittal
bar cedt side of fabriic 1.90" O.D. frame with wdd~ mitre comes
6' gate width 11-ga core; Black PVC coated DATE: Note: •
See plans far loation 2 Diamond Fabrb 64"above finish grade • a ~ ; • ~ .o Q. o. 03 08 07 wl~n pedest7ian widk ~ o ~ . .:•r ~ ° , o o ~ : a
Passes by a Uiider sgn; o: o o, o. o. 0.6: i
~OVe fin>sh grade \/1///////// % DRAWN BY: when pedestrian walk ~ij • ' • ~i%/%~ niD+ KMD
• L Volume i-C, N.C. ' ` CHECKED BY:
01 _ State Building Code, 2002. ~ j\\/~/\\/ ~
a bo
• o 0
co v REVISIONS
®HAPA DETAIL 3 Loadi Zone S' na a rev~ion 1 TOC 1st Reveiw Responses 0426 07
Factory Iva with knu bottom thP Scale: Not to Scale
3.0"dia. Posts Cary Project Number 07-SP-022
Notes, APPROVED
' 1. Chan link farce s PVC Coated. See Spec section 02110.
2. Brace each gate leaf per manufactirrer's rekxomrnendaBort. 3. Install one and one half pair of hinges (3) for each leaf 4' or 6' heght TOWN OF GARY
• 4. Install two pair d' hinges (4) for eadi leaf 8' height. Approved by Date:
Planninn rlato•
ou e a es DETAIL Scale: Not to Scale Posts, Rails, Fabric and Fittings Engineering Date:
site
Details L-602

. OT OfICTEtE. . Lawn . G
II I tut: f~i'r.i'''" CHERRYHUFFMAN
135 E. Martin St., Suite 101
I I , ~E I ~ ~n<> II I ~ . Raleigh, North Carolina 27601
- II a I A I I Te e net . r Co wn 0 La "Knu dried Fa M Se s 2"/8' Athletic Paving) Rre Lane Paving 919.821, 0805 T 919.821.0720 F
I. I 1 . toP an d bottan of fa brit. II ,r -601 vrww. cherryhuffman. coin
t I I I I II
I ~ I
I I . I ~ ' • I~ I 8 BasketballPosr,GoalandNet(2) ~~`~,,~Nu~~~~4~~'G 0,,,~NnCAROh~,,4
I ~ n • I 1 ,66 dre, m li ra ne Ta Curb thP P~ ~
p See Sheet L-101 • ; ~o ~y., A• • :W F:.
' for locate :'•l:j } fin, r
11a BI ~ • u Dore grit PVC . ~ 9e i ;rs Q~: ~
. Coated Diamond Fabric n A p • 4 nominal2 X 2 chain6nk
face fabnc; w~h 9
r gauge wire dips to posts at ©MAPA 24" on center minimum ISOMETRIC ~ ,r A SSOC~P; ''~.ti, S ...E Q`,,~•,•
0 Z
S ~
CONSULTANTS
' 1.66" die. mid rail uked at ~I 2' - 0" 2' • 0" Comers and Terming at Cues Curb Taper Curb Taper t
i LANDSCAPE ARCHITECTURE
` ' All raid, and ftthngs r, " , • , , , . ~ to IvaniXedsteelas ed ~ . , : 9a
. . McNeely Associates, P.A.
= i 2,375" die, lute 10' on ~ Guth line Face of Curb P~ ~ £ b P.O. Drawer 30126 Raleigh, North Carolina, 27622
• = center 2.675" d~. tennmal posts n n • n, ~ centers ~ iJ2 Max, Up , Bevel ~ 2,1 a 1 919.782.9677 T
ELEVATION LL ~ 1 gauge aluminum t~tsiat wire

Rotten of fabric 1J2" Ma>amum a ere ur i$'•6"R Redone STRUCTURAL
~ Height Move flnHlted grade (~P) Lassiter-Hopkins-Chang
• Scale: Not to Scale 1015 Wade Avenue
1,5' T of oonaete footing 1,5" Fill with 3000 # Concrete Finished Gran finished grade minimum (1" wash at Top) b 6' Raleigh, NC 27605
- - - 919.82.5587 T 4 3 4
• / 4'•1"R ~ PLUMB, MECH, ELEC & CIYIL
i\\ x . <
~ ~ ~ • \ Two 2 3" strips of suer reflective ~ I 30~ pst Concrete Footing to around Dewberry & Davis
~ ~ / / 4 pe degrees 2301 Rexwoods Drive Suite 210
a .~y~\\ \ Earth ~f f\ ~ ~ V//~ ~ ~ S iZ' ( ) Raleigh; NC 27607-3366
N ` ` 4" LD, Ste rd Steel Pi 1 p 919.881.9939 T
II 4 z \ , . q Primed and Intel 2 COatS igad( 4'-1" R 4 3
~ \ (typ) 3, ROOFING CONSULTANT
StaffoN Consulting Engineers
7424 Chapel Hilt Rd. Suite 102
de 4'-1" R r ~ Raleigh, NC 27607
' 3" (leer FIrNSlled Grade i\\j ~ 1J2" W~h 919.852.1038 T
\ ia~" ~ Numbers • 6" ht (typ) 1 'O z
y~\/\'~/\ \ / ~ FOOD SERVICE
a: ' ,r ~ c. F'~: d' ~ 41~. d'~ et lira'. 'v Y ti E ~9b ? ti fN ti ' ~4 ° t a R9 ° 4a. Cor~reteor ° i;a ~ k a A ° 9 ~qq~j • a 'o A w R t a it o:x . Foodesign Assocates v
rr, r ~k t 1 , ; , o Ao •I" a~, tiq,,;,,~, Asphak PaVlltg ,a•. ^ ~tikgr: ~ d: "vo'4d~'~ aa~' Vbkaq:Q~'Na,aaR.~ As Ind~Cated on Plan 5828 Oak Drive
i gin m ence ' • ~ Ae ~ Plan Charlotte, NC 28227
• rr : u e 704.545.6151 T
Scale: 1 =1-0 Posts, Rails, Fabric and Fittings 4 ° ° [nl II
W PROJECT
• °°°a ° 3000# Concrete
o°° Note; All lines are 2" vrir~. Color shall be white unless otherwise not~l. E-22 Elementary School
4' Detafl 5 Sheet L•603 ° ° ( ) o°
' PVC Coated Chiiin link Fence ° Com Earth Top ~ Railing i o ° DETAIL 3-5 Paved Pla WCIPSS Project No. ooo-oooo Cary, North Carolina
See Plan " `
°°°a° 0o Etrtend Geogrid ~ t, Scale: 1" = 10'-0" Refer to Site Plan for Field Orientation and Finished Grades Township, wake county
~ NCDOT #S7 State Bade FII a o Site Plan
~ I 4' min, behind wa0 • 18" 112" Submittal
Minimum Setback A \ 1J4 Per Course I CLIENT
I Fln'~h Grade to 15" Die, • Modu~r Cor~rete I Bade of Wall 9 2"~8' Athletic Pawng~ Are Lane Paving
Cap Unit I See Plan 4"H X 18"W X 12"D I Wake County -so Public Schools
i e oar • Top of Wall Elevatan I ~//i\//~ 1551 Rock Quarry Road
See Pkm / \\/\\j/\ //\\j/\ rr r I Scale: 3/4 =1-0 Raleigh, North Carolina 27610
~ /j~//~//~//// Z l a t Z t919j•850.1500
\ \/\\j \\j\
\ ~ Baddill as Designed by P,E, ar Designer 8 ~ e~6~ ~ s
~ ~ \ ~ Registed in the Sthte of North C~olina t? ~
~ " //ice
#57 f b F J
~/i / ~ Stone BacJdill i\y~ • Modu~r Con \/j~j~
Compaq Unit NorrWoven 5-0" V (n
8"H z 18"W x 12"D ~ Filter Fabr~ Filed with Contktuous re~ ~ R ~ ~~C'
• ~ #57 stone \ ~ WII Height ~ . \
B8 ~4 A, ,a ~b ~y
No-Mow ~'//i /i~ rid a
Vegetation .~i6°.Miir.,; ~i ~ Rein ement la °°I 3'(tYP) - - _
_ / / / / /i\~ Stath Gnd 200 :::1'Yp~:::: ~ ~ iii °°l o-,• ZI_Ze ~ (tYP) PROJECT NUMBER:
Varies: a ;Q . / ~ /\y\\ y\\/\~ 8 ° `r~ I B g l b ~ CAP22
8 Course ~i / /i , \ 8 g
Mln. below ij\\//\\ ,fin::. \\i/\\i/\i/\\i/\\/\ , /\i/\~ 5-0° I e ° l in 8 ° l ~ PHASE:
• Finish Grade \i~\\\; . \ \ / //i//i / / Dram Guard®#872 ~Be gPl 3'•Ze Site Plan Submittal m
A i\/\/\i~::~::<~:~::~~._:~:`_~ ~~~:::;;i_~,_~:, Corregated Perforated Plastic 6 Thick X 3 Wide , R :::::.6"~in, ~ / / Drain Pi witlt Ion Filter Sleeve .J
#57 stone / / / . \ \ ~ \ / / / Manufactured Advanced LeVdmg Pad Dral $ysbems, nc., or EcNal DATE: i
4 4 3 03 08 O7
~\\i\\i\\i\\i\\i\\i~\i\\i\\ \ \ Insta I at 0.5% radient min. / 9 13.2" (typ) 6'•4" (lyp)
Red 11ne DRAWN BY:
Contractor Shall submit Construction Drawin s and des' n calculations 9 J Yellow Line I ~D
far the retaining wall system pre ared and stem ed b a Professional P P Y 6' (t)'P) CHECKED BY:
Engineer or des' ner r istered in the State of North Carolina. ~9 e9 z I NUm • 6" ht. (typ) 1 iO z DEP

o u ar onere e e a rnn Cary Project Number 07-SP-022 ~ a 2' (tyP)
Scale: Not to Scale To be installed per Manufacturer's recommendations. ~,-0„ REVISIONS
This contractor shall submit the final Engineering Desigh fora retaining no. revision date
walls to the Town of Cary and Project Architect for Review and Approval. Notes: NI lines are 2"wide. Color shall be white unless otllerwise noted.
TOWN OF GARY Footpints are to be approximately 15' ort center witllin 5')(18' aces shown. 1 TOC 1st Reveiw Responses oa 25 07
Do not paint dashed line shown around footprints.
A roved b Date: PP Y
Planning Date: DETAIL 2 K-2 Paved Pla
En ineerin Date: 9 9 Scale: 1 = 10 -0 Refer to Site Plan for Field Orientation and Finished Grades
Site L-603
Details

24" Minumum ELEVATION SECTION
Posts @ 8'-0° oJc Maz. 6" X 6",14 gauge steel welded wire mesh
• F brie as Compad~d spots from CHERRYHUFFMAN
~ - - - Flow 135 E. Martin St., Suite 101
Existing Grade - - - - - - 18" Min~rrum 24° Raleigh, North Carolina 27601
~ Extend hoe of Fdrric . ~ . ~ - - - _ _ _ _ , in 4 wide X 8" dee
trench with / /\/\/\~j\~j \ / _ ~ stone or compacted earth. ~ \ - \ ~ www. cherryhuffman. com
• ~ _ ~ '~\/i\/i\/i~ri\/i /i\/i~ /i\/i\ri\/i\/\/i /i\ri\/i /i /i//i//i / /i / /i// //i//~/! TREE 919.821.0805 T 919.821.0720 F
. ~ ~i\\i\\i\\i\\ \\i\\i\\i i\\/\y\\/\\/~/\\\\\/\\/\\~\\~\\\\\\\ \\~\\\/\\i\\ \ \ ~ \//\//\r/\//\//\//~//\//\//\//~/\i//~// \//\/\//~//~//~/r~//~/~//~/~,r LL ~ . `\//\\i\\i\\i\\i\\i\\i /\\i\\i\\i\\i\\i\\i\\i\\i\\i\\i\\ \ ~\i\\i~\i\\i\\ \\i\\ ` PROTECTION
~~\\ti~\ \ ti\\ \ t ZONE ,..~~N~caRO~;,,,~ ,`,,,,~NrrC~l~r~~~~,i,, ~ ~ N ; ~~•~OSpAPE•q'RC,~'9,~~,i ~~,,,,C,O•'~'PNDS~gA~9 ,~,'i
ri ///j//j/////j//j/~ //j//\ / /\r~ i \ $Ubgrade \\/\\V ~ /\\v i ~ • v yid'. i ~ : O F'. i
. ti a \ ~ 6 Typal :o q: •
//~\~i,~/////// Note: /i, , /i, / /i / ~ p~ ~ ~ 1.33 ib lF shed i. Maintain full carrying capacity of diversion ditch at all times, s~ W C-39 2 9 ~ KEEP OUT ~ ~ •
Maintenance: :n : Q: ' ii,'y~ • ,~,~d, dip? • ~ ~,i ~ Lp,~Y : ~
Geotezti~ Fabric be a pervious sheet of po>yprop ~e, nylon polyester, or ene i. Inspecttemporaryeliversions once a week and after every rakrfalL
• ~ 2. Im i from the flow 'r th i ' n ri yam whid~ is try the manufactiirer or ~pplier o conform 4o the falouwng: rrreaatety remove sect meat are and repay e d rverao dge 3. Check outk4s and make timely repays as r~ssary. Sign Detail ASSOC~P,.`,,~. s Q,,,,,,.
Fil6ering effiaency: 8596 (minimum) 4. When the are a trendy statHl¢ed, remove the riaje and the charxrd to blend '%rr~rrrrrr,,,,~,, ,,,,,,rru
Terse strength ~ with the natura ground and appropnatdy staalze. 2096 dongatan: 30 IbJlin. Inch (miremum)
Slurry flow rate: 0.3 gai/Sq. FLJMin (minimum) be~~~rtlon a~nd~ a~'da~ta. notes ~ ~ CONSULTANTS
. em orar aversion i c Notes: Posts to be 1.33 Ib~LF steel Orarge, UV Resista~,
1.Irwtallsiltfencewhereindiatedonplan. Wherek>cationsooingdewitltproposedstomtdisd~argeoudets, Scale: Not to Scale This Detail shall conform to North Carolina Std # 6.20 ~ Hi -Tensile Strength, meads LANDSCAPE ARCHITECTURE
reloa6e sift fence bdrir~ flared end sections and provide outlet proh~tion and stabilization blow outlet.
Maintenance: Turn BkKics on side ocasi~all 1. I s~liment fences at I~ once a weds and after r i I y nspect each a nfd . Melee any required repairs immed~tely. as t~watering hods S •O" OTC MaX. ~ McNeety Associates, P.A.
2. Should the fabric of a s~liment fence calapse, tear, decompose or become ineffective, replace immediately. Maximum Sedarrent pool Level „ „ - SKJO P.O. Drawer 30126
3. Remove sediment deposits whet it re~hes half full to provide adegtete storage vah~me for the nett rain Nomin~ 8 X 8 X 16 tREB ~ Raleigh, North Carolina, 27622 PROTECTION ZONE c_ 919.782.9677 T
and to reduce pressure on the baffles. Take care to avail undermining the fence duri din out 2" Concrehe ~odc 4. Afthr the contributing drainage area has been properly stabflized, remove afl fendng ~ and unstable sediment meter EEEP ONT F e
. d~sits, txing the area to grade, and stabilize it NCDOT #57 a: a- 0 d' STRUCTURAL
Washed Stone ; a a
f111G . 4.: C'. 10 em orar i ence . ~:a:aa:a::..:: C °:.:aa:~a: ~ Lassiter-Hopkins-Chang
FlnistiGr~le .:a ~aa::.`ae~~a ' ; ..•'~li~gr3~>? ~ 4 ~ 1015 Wade Avenue
Scale: Not to Scale This Detail shall conform to North Carolina Std 6.62 .~a`;go~:: a~d~:."aa~: ~ y; . z L.• R•.:::e. - N Raleigh; NC 27605 • - - - ~ - - ~ PA - 919.82.5587 T
subgraae \ \ ,
/~//~//~/j~/j Drain In~t Box structure, with or \ , Cross-Section Wer Imrert Elevation; See Man ,r\\ , , without Grate and Frame Warning signs to be made of durable,weatherproof material,
6 Deep NCDOT #57 Stone as \/\~j/\\j/\\j/\\j/\\j/\\/ PLUMB, MECH, ELEC 8 CIVIL Notes:
• Levelin Course across Welr Invert , . , . , 12" Thick NCDOT #57 Stone as 1. Waming SIgnS t0 be made Of durable„weai~rproaf material. Dewberry & Davis
Mlber on Upstream Side of Dam ~ ~ Partial Section L Letbfxs are to be 3" h minimum, dea i le and spaced as detailed. 23x1 Rexwoods Drive sine 210
• 5-0" Min. ~ hlainteriarice: 3. Signs are tiD be no realer than 300 on•c~lter, Raleigh, NC 27607-3366 4, Place Slgn at each end of near tree prOt2ChOn ~'eas and 311(I~ On-C2ntel' lhel'eaft2r'. 919.881.9939 T
3,600 CFJAcre 1, Ir~pect f~ dt least weedy and afthr each signifiant (iJ2 inch or rester) rainfall event 5. For tree prothction areas ~ than 3 In perimeter, provide no ~ than one sign per proiectial area.
Sediment Shona 2. pear the device ~ any debr~ a otirer objects th provide adequate for sebsequent rains. Top of Dam 3. Take cane not th damage the devise during niaintienance. Replace shone as necessary. 6. Attach ~gns searety th fence posts and fabric. 1. Maintain tree protection fence throughout duration Of proJert. ROOFING C O N S U L T A N T
Miiafi 140 Fflhet Fabric .
em tar n e ro ec ion DETAIL Tree Protection Fence Stafford Consumng Engineers 1 7424 Chapel Hill Rd. Suite 102
' 2 Scale: Not to Scale This Detail shall conform to NC DEHNR Std. # 6.52 1 Scale: Not to Scale Raleigh, NC 27607
1 \ ~ \ \ For use in paved areas only /i///// / / / 919.852.1038 T
/j~//~//~//\//\//\//~//~//~ N //~/j\//\//\//\//\/ / i n ~ \ ~ STANDARD METAL POSTS 2-0 IN GROUND
/ / / / //.//,//y/ / , \ ,~\/\\i~\/~\ AND 3 -0" OUT OF THE GROUND FOOD SERVICE
4-0 ON CENTER MAX, Foodesign Assorates
GALVfNIZED HARDWARE WIRE ~ 5828 Oak Drive
Elevation (from downstream) 14° MESH OPENINGS (J ) / Chadotte, NC 28227 ~ ~cryp•~ ~
6" Deep NCDOT #51 Stone as EXTEND 2 -0 ABOVE GRADE 704.545.6151 T
4'•0" Min. (See Plan) Leveling Course aaoss Welt Invert l:artil eerm
'~~~i / / PROJECT
\ \i / \/i~/i\/i\/i\!r • ~\i\\i/\\i\\i\\i\\i\\i\ ~i\\i\\~i\\ \\i\\i\\i\\i ~/i\/i\/i~/i\/i\/i\/i~ ~~o
~i~/i~/i~i~/i~/i~/i~i~/i\i\ ~ti~:, t/i~/i~i~/~i~/i~/i~/ - _ E-22 Elementary School
\i\\i\\i\\i\\i\\i\\i\\i\\i\\i o \ ~ / / / / / / / / / / / - o # 57 WASHED STONE PLACED TO A HEIGHT WCPSS Project No.000-0000
\/y\/\/\/\/\/\/y\ ~ OF 16 18" MIN. ABOVE TOP OF BOX \ O a ti,, 509 Mills Park Drive Cary, NoRh Carolina
/ / / ,ti / 0 Tovmshiq Wake County
0 ' 3'-0" Min. - °~o
Maintenance: ~ 0 Site Plan
1. Ir~pect tent sediment trap(s) at least weedy artrd after Cdr siigriiiflrant (1J2 inch or greater) ralnfali ev~tt and repair hnrrreaately. ~ ~ o yam" o ~9 2. Remove invent and restore the trap th its original dimensioris when the sedmenthas aocumulabed do one•hatlthe deelgn vaume. - d ~o ~ th posts with
3. Mace the sediment that ~ removed in the designed disposal area ark replace the part of the gravel faring that is impdred by sediment 0 of wire ~~I~~~ Submittal of wine CLIENT
4. Check the stnidure for erosion or p(ping. / a ° o Sediment Pit
5. Check the of the s~iway to do ensure it rs a minimum of 1.5 feet bdmv the low point of the embankment o 0 • 6. Immediately fill any settlerient of tine embankment to ~ghtiy above the desgn grade. _
7. Any riprap disdaced from teh spiiway must be im ~0j~•o00Q' °~D ~'~0~0 E N~ BAFFLE INSTALLATION -STEP 1 Wake County
- .._.1 ~ - • Public Schools
' em orar a amen ra Mai Notes: ntenance~ 1551 Rock Quarry Road NOS; Raleigh, North Carolina 27810
_ . _ i. Irwped inlets at I~ weedy and after each signficant (lJ2 inch or greater) rainfall event, i. Scale: 3/16 - 1 0 2. Gear the mesh wire of any debris a other ab' bo uabe flow for cent rains. n lute Mesh Qlt and folded Fabric f0~ed (919950.1500 1. Drive fence post at least over the haizontal ova horimrltal
~ ~ 18 18" il>tio ~I•d ground. fence post post
1 " DtA. Threaded Rod Ballast Ring Fabricated 3. Take care n~ ho dama~ or underact the wire mesh rhrg sediment removal. Replace stone as necessary. 2. ~ h End of D ' From Sch. 40 PVC . 2. Wood posts are NOT acole. ABU e
3. Use Tu ' nil S , eel as W Floatation Ring; a C assn ar n e ro ec ion 3. use stapes 1' apart ~ attach PERSPECTIVE VIEW H0~01~1 ~ Q S
fran li i8 ' Bann Drain Line Dia. Balbst Ran Dia. ~ ~ See Table Diameter tab 9 wih Metal Straps fa~ic to "Hog Wire" Fence and fabrk -l T N ~ "Y of baffle should be burled in trench
Scale: Not to Scale For use in unpaved areas only 6~iler dean the bottorrl ~
Skimmer Basin 1 3 12" Two 6" Dia. Poles sa 15"MIN. ~ ~Y " " 6
• as Guidi trade for l Trendi U mend Skimmer Basin 2 3 12" o storm drain Bottiom of baffle in .
trerlctll and trench oanpad~ ~ v ~ ~p nand ©NAPA::::°.~::: ~
PVC Drain Line. See Table. s ~
l Overflow ~b ~y
2"z4"Cross Brace set l . under Drain line iJ3 Pope diameter SECTION AT OPENING ~1 * da
~ 12" above bot6om BAFFLE INSTALLATION -STEP 2
of basin Maintenance PROJECT NUMBER: 1. Inspect baffi~s at least once a week and after each rainfall. Make any rreegqwired repairs immediately,
Washer and iwo Hoots on 2. Slauld the fabric of a baffle collapse,tear, decompose or become ir>effe~ve, replace Immediately. cAP22
eiach she counter loin nutsagair~each To dew 3. Remove seiikrlentd~sits when it reacl>es halfifldl th provi~ adequate storage~alume forthe Heel rain
otii~ to set ~ P and ~ redllle pl'~I1Ce On file baf fleS. PHASE: 4. After the tbnblbutirrg drainage arm has been property stabfli2ed, remove all baffle materials and unsbble sediment
. Minimum 20' from riser Top of Dam Bu bottiom 3J4" Exterior plywood Elevation ~ deposits, bring the are to grade, and stattilae iti Site Plan Submittal
ALTERNATE 'A'
T of Riser Water Level U mend DETAIL 2 Baffles for Sediment Tra s and Ponds DATE:
_ ( Varies) Sift fence siorrn drain - - P~ Scale: Not to Scale o3 ofi o7
To Base ~ Raiser; Use N
. flebble hcee connection reset Table Overflow DRAWN BY:
p~ grain Line. ~ pipe opening , •C „ n _ KMD
12 MIN.'Tee SJ3Pipediameter CHECKED BY:
' Washed shone filter aaoss in~t
pipe DEP
Install les into ground ~ ~ ; ~ ~ ~ Hardware loth ~ ~A Hardware cloth
iJ2 a height REVISIONS
minimum Blom of ~ u Washed stone filter
' Elevation aaoss ~ inlet DETAIL Deleted no. revision data
ALTERNATE 'B' 3 1 NCDENR First Review Response 0417 O7
Scale: Not to Scale 2 Toc1stReveiwResponses 0425 or
oa in Ammer rain em orar orm i e ro ec ion Cary Project Number 07-SP-022
Scale: Not to Scale Scale: Not to Scale To be installed at the end of each day or just prior to storm activity APPROVED
TOWN OF CpRY
ADDrOVt?d bV Date:
Planning Date:
Engineering Date: Erosion Control T
Details L-604

COIIS~t11CbO11$lBQflfiellCe for ~Z CHERRY H U F F M A N
Tem i porary Sed meat Trap #4 Skimmer Sediment Basm #1 Sediment Basm with Rock Dam #3 Skimmer S~liment Basta #2 Convert to Permanent Bio-Retention) (Convert to Permanent Bic-Retention)
. Total Drainage Area =1.32 Acres Total Drainage Area = 6.90 Acres 1:ROfIdb~IddGel811q 135 E. Martin St., Suite 101
Denuded Area =1.32 Ames Total Drainage Area = 7.40 Acres Denuded Area = 6.90 Acres Total Drainage Area = 3.85 Acres Raleigh, North Carolina 27601
Denuded Area = 7.40 Acres Denuded Area = 3.85 Acres Efficiency Calculations B'fidenty Calaulations 1. ObdntiCDBiRpemff. ImpkmdittlieretWkdna#SdtliesfeEeapporedao#ancmhdpl~ Notifytliesbtegnd~itysedion,~919.191~d200~least48harspriato 919.821.0805 T 919.821.0720 F Carlpa~ed wrvw.cherryhuffman.com
435 sf x 1D year peak ds Efficenry CakulaHorts 435 sf x 10 year peak cis Eifiaenry Caladatlons ~~•/if 2, No denoPoay aonstnxtton, a land dlslufbance actNBks may begin on the roadway sik mitll al alplceble erodorl and segment mnbd measures have peen lstaled in
Q = (c}(ixa) 325 sf x 10 year peak cfs Q = (c)(i}(a) 325 sf x 10 year peak cis Q =(.6X7.5)(1.32) = 5.94 ds Q = (c)(i)(a) Q =(.6)(7.5)(6.90) = 31.05 ds Q = (c)(i){a) Jt>in strips ~ 18" Ove#iap k~atioraasslrovalaftltecard~t
435 x 6 = 2,610 sf required Q =(.6x7.5)(7.40) = 33.3 cfs 435 x 32 =13,920 sf required Q =(.6)(7.5)(3.85) =17.3 cfs a ~ drawings. H deal6lg k n'giited fa irotalbtial of a givef m~ssre, dl atlle meawaes shag 6e irk first tlleneae~ary bird dgubmioe g ar¢t~dredfain~la6onaftlie~m~remaythenpraa~d. ,,~~~a~~uCAR~~~~h~~ ~~~~`~~H'aCAR~~~~4~~
' 2,710 sf provided at elevation 304.00 325 x 34 =11,050 sf required 14,3 sf provided at elevation 307.00 325 x 18 = 5,850 sf required 3. InsbN gravel talshuction entrance pad ~R ~N ~i, , , , i~ ~i,
13,578 sf provided at elevation 306.00 6,385 sf provided at elevation 321.00 Volume Cakuations Volume Calcuatiot>s
. 3,600 x 1.32 = 4,753 cu ft required Volume Calwatlons 3,600 x 6.90 = 2~ cu ft required Volume Calcuations 4. Icebll tree protedbn. : •P`'o cy% :'o F
7,924 cu ft provided 1,800 x 7.40 =13,320 cu ft required 34,380 cu ft provided 1,800 x 3.85 = 6,930 cu ft regtared 23,179 cu ft provided @ elevation 306.00 7,227 cu ft provided ~ elevation 319.00 j//j//j/// ~m~~ Compacted 5. Imtalsikfarceasshownontltedravdngs. : ~ ' ~ C - 39 ~ ~ : W 99 ~ ~
Basin Specifications: Basin Spadficatlons: i\\%\\%\\%\\% / Subgrdde 6. llslalltemporarydivesiondkthesalagtlwfirst600Hlearfeetofe~trancetoadwitltdledcdarro ' ~
Basin Spectnc~lons: Basin Spedficadola: \ \ / \ Top of dam: 305.50 Top of dam: 308.50 /r ~ \\\i t-
y\y~y\\ \/\/\/~y\/\y\y\\~/\\/\\/\/\/\/\i SpillwayJStorage elevation: 304.OD Top of dam: 321.00 SpillwayJStoragee1evation: 307.00 Top of dam: 326.00 /./i~/n/i~/i~/i~/i~~~/i./i?r.~/i~/i~/i~/~/i~/i~/i?i~/i~/i~/i~i'.\. „ , 1.InSlalltainpOrdlykYdSpr~tlINSlnkiWtlOnSSIgWI10rIUlad'awIIM~S. ,••,~~j,•••••••••• •Q'~,,•• ••4~ , •••Q\~,•• "„C~ 6" ~ i~~~~I,ASSO;; ~yuuaga~a~~`,~
Bottom elevation: 300.00 Spillway/Store elevati~r: 320.00 Bottom elevation: 304.E Spillway/Storage devotion: 323.00 In dlannels, f011 OUt 56'I Of rleftl ravel t0 t11e 6 i ~ Spillway width: 10.00 Bottom devotion: 305.00 Spillway width: 42.00 Bottom elevation: 317.00 direction Of fbw and arer the protective mulch. \ 8. Doer and grab the roadway she wBhh limis of oor~tidbn.
2;1 interior side slopes Spillway width: 40.00 2:1 interior tide slopes Spillway width: 20.00 Compacted Anchor netting in a Compacted 6" deep trench 9. Grade roadwy to ehvatiats shown on dw drawhgs.
- 3:1 interior side sopes 3:1 interior side slopes Iristallati0n Of Nettaig rind Malting: Subgrade • Size: 70 x 40 x 4 - i~ a ft Sae: (Irregular) =111200 cu ft 1. Apply Ilme, fertilaer and seed before laying the net or mat. Subgrade CONSULTANTS
* Size: (irregular) = 312,188 cu ft * Size: (irregular) = 372,188 cu ft 2 ~i't Id • the net from the Of the diarinel or i0.lrts~l SiltfervSng slag daalgrade edgesof the dbdrrbed sea abrg the sbaam aamhfg as shown an the dfavNgs Cicer ony the seas reglired tD bs1aN the aasbn aaltrol
Clean Trap at i/2 Sediment Storage Bev. 302.65 Clean Trap at i/2 Sediment Storage Elev. 304!2 top slope aid unroll it down the grade. Albw netting to ie. Allav netting to lay klt>selj+ on the soil .
*Clean Trap at i/2 Sediment Storage Bev. 313.94 *Clean Trap at 1/2 Sediment Storage Elev. 322.98 ~ ~ Wm~S-d0 ~ ' Contour Area Total/2 Total cu ft 3. To Secure the net, bu the upskipe entl in a slct or trench no less than 6 inches deep, cover witlt soil, a ep, COVE NAtl15011, and tamp firmly 11. lntal temporary advet pipes ofd temporary mad L A N D S C A P E A R C H I T E C T U R E
Contour area TotaIJ2 Total cu ft 304 3,888 Contour Area Total/2 Total cu ft a5 ~iowrl above. Sta the I1et every 12 irdtes across fire bop end and every 3 feet around the dges ai :t around the dges and bottorrl.Where McNeety Associates, P.A. pled pltogether~~h Phtaela%Srt~lml~n~tk9biPaedEnd P.O. Drawer 30126
300 1,295 Contour Area Total/2 Total cu ft 16,096/2 8,048 317 2,948 ~ GPs ~ ~ ~ ~ ~ ~ ~ ~9~ ~ 3 ind>es and stapled t« sfip of riel6ng Mould ado be pler3 down center, every 3 feet Do such the net when aPPIY • 2,911!2 1,455 305 4,101 305 12,208 6,657!2 3,103 4. To ' 'n hvo cut trench to andta the
301 1,616 17,679/2 8,839 25,283!2 12,641 318 3,709 }a Strips, a end Of the new flat. Over~p the end Of the previous roll 1 Of the previous roll 18 inches, aS shown 12.llstal sed~meatrapa and Suasion dddesand sl~fenceloaccessthesdlod sdeand begin tlwsik erosial cerOd ifa'taldoa wlh selmadbap bfatlle roadwlh slttante Raleigh, North Carolina, 27622 and dhcersal dtidles as shown m the pbro. 919.762.9677 T
3,57812 1,789 306 13,578 306 13,075 8,247!2 4,124 dbove, and staple every 12 inches just bebw the andlor slopt. 3D2 1,962 28,679/2 14,340 27,3836/2 13691 319 4,538 MdlntfflalKe:
4,296!2 2,148 307 15,101 307 14,308 9,969/2 4,984 1, I . r>speCt rolled erasion control products at least weekty and after each si ifir~t (1~2" or neater) rain fa 2" a grester) rain fill event; reparc immediat~y. 13. As tiw eosion oontrd and grarfirlg is being pefarffed an the sdtod sle, halal terpaary stream dams, azd pump arolnd are dcofa4ucrwn.
303 2,334 31,788!2 15,894 320 5,431 2. Good aordark Wltli the ground must be maintained and erOSia1 must N axon beneath Mat. 5,064!2 2,532 308 16,667 Total Volume Provided 34,380 cu ft 11,816!2 5,908 3. Any areas that are damaged or nd In close contact Wltl1 the ground shall be repaired arlld sta led. Ieatlt the Mdt. 141r~ fads to both h~ S T R U C T U R A L
304 2,730 35,024!2 17,512 321 6,385 4. If erosion a)air5 due to y controlled drainage, the problem shall be Toad and the area prctl ~ ~ ~ Lassiter-Hopkins-Chang
309 18,337 13,781/2 6,891 5, Molitor ~ r~r the aS rle~ssary until ground cover is esra~ished. ~ ~ pfd. 1S' ~ ~ ~ ~ 1015 Wade Avenue
Total Vdume Provide 7,924 cu ft 38,374/2 19,187 322 7,396 310 20,037 15,86012 7,930 I'
41,834!2 20,917 323 8,464 U ein once a ed Mat Lined Areas 16 fAn~udheadv~kped~k Raleigh, NC 27605 D. Place fll and ova shafts and grade to hMdwalk. 919.82.5587 T
• 311 21,797 18,053!2 9,027 Install er Manufacture's Recommendatil 45,410!2 22,705 324 9,589 Scale: Not to Scale p Recommendations
312 23,613 20,359/2 10,180 18. GdaN stamu20er o#uetts and stomutate plpbg syshdrls anrunet witlf eke grddhrg lretall lief & outlet prote~at grand new ark~eris and stormwater aping PLUMB, M E C H, E L E C & C I V I L
• 49,099/2 24,550 325 10,770 313 25,486 22,778/2 11,389 Dewberry & Davis
52,901/2 26,450 326 12,008 D ~ ~ 19. Consbrai hosts. 2301 Rexwoods Drive Suite 210
314 21,415 ~ ~ ~ ~ Raleigh, NC 27607-3366 of ~ Spreader 20. Provide tdriporay sewing after dcering and gnrbbklg>f the area is b remain u110>SlUbed to more Ifwf 15 txkrde days, Provide peaanelt seedNsg vdlYrr 1S calader days .
56,816/2 28,408 Total Vdume Provided 65,536 cu ft ~ ~ 315 29,401 of eshbBdling final grades. Pemvnerd saedhg shah be a no mow m6c pe spedfltatlln 2900, 919.881.9939 T
60,845/2 30,422 TU Turf RPJnforcement Matte 21. hdal juk matting on side sbpes of 4:1 a greaher.
316 31,444 Tn • 64,988!2 32,494 30 d5 Maxkmim Trencltedfdge ROOFING CONSULTANT
317 33,544 D•8'eChOn Of ROw 22. As slam syden, utl9ks and roadway ale ronstruded, cantradar shag kaial Ednporary elosbn ox~d devicessudr hdd pfateNaoa, eh~ Stafford Consulting Engineers
69,242/2 34,621 Q,00
. 318 35,698 0.00 x 73,608(2 36,804 U.00 3,~" 23.fieoxdadashalpastOles~imeriatial"cerdicaledapparaPattlreaa?rotatlafentafoeandmabhinaaplesofprojedgadmardstamvatap~ilsatthearslte 7424 ChapelHiRRd. Suite 102 0 office. Any h tlR projeddesign, drakage pdhersatlretresuftbaddtiaal bnddlstrabarrcew8 addre~iapemk modOrdtlaf, Raleigh, NC 27607
319 37,910 ~ X U.50 I 24. Cafbada shgl keep rends of NhfaN amaaartsand dries and hrspectiors(absersalbrrs on sbmare0e iapecttofa fa geaera? pemtR augO111000 sheds,lhe aadradashal 919.852.1038 T
78,09012 39.045 320 40,180 oondud prated npdes of eoshn aoahd meaaaes and slam walx aitlek weddpand aBerevey rafts swat 1#2 a greats. NI aaird deuiceswll be mabtaklad
0.60 ~ ~ up ~ r as spedlted k the ndefr eosbn 9 sedkffelttartrd pbrullfg and design manual. A roll gauge w8 be at the project eke to faa'ltda raidal manitottfg. The F 0 0 D S E R Y I C E aonhadorshagmahtaNttltaeramrdsdtlteometoffxetaaudtbyregidarorjagaides. Npdesirns~ereq~eduntilprrojcedst~il~ionberidertby9596wegda0ve
Total Vdume Provided 372,188 cu ft Entire len~h of Lip MUST Remain ~ ~ ` ats~ ~ ~ aontrador shal remnue all temporary erosion cm6d dlwxes widen loafs of roadway canroucbon. Foodesign Assocates
0.60 lelrel at All. Times 5828 Oak Drive
aso
a ~~1C Turf R@II1f01'C2nlenf Matb2 ~ Charlotte, NC 28227 ~ 704.545.6151 T
2S. Begio hlsbNing erosbn taltral m~taes adside of the proposed right of vsy fa'bn•s9e' '1 Sdtod wok to begtl.
~u~rn~s,~ro~n'~~9~r~i~9$~~P~~ PROJECT
Varies 4' 4' ~ ' 4' geanc~tEd~ Ezistlngvt~atlat 21'aearaiyasrepiredroha9lleroemmntrdde+~essharn. E-22 Elementary School
s` ardlaNeWSOd 2&ilsmltenpaaryt~,paalysetl'anemirap#4, siammesedksfertbasin#Iardtenporarysaa'ktetbaslfwphrakdam#3. WCPSS Project No. 000-0000
• ~i\\ / - - ~ 29.D0 notdsbrbadcerarry portion ofthesltetllattr ndrequhed toaau~lxttile bashsasshouxf rail tln basks are o>mple0e. 0509 MlNarth Carolirsa
\~/~\i 6" Mln. \ \ ~ TaniMhi Wake Cou \i~//\/\/\/\/ P~ MY
\ \ ~ ~~/i~/i\//\\~~\\~/~' 30. SkNrarar SedNndit BasYi #L MttaN Panarrdit aAkt sbtetae, Ooatln9 ~ ~4 P P P~?witnt level spr~der wd baflkt lsuel sprceder
\ 12"Staples rip•rapw8 need to be dlaned a rrepboad albs bash 1s anveded ao tla parmaantbio-rehaitlon basin Site P la n
n t~'up \\i \\i\\ ~i\\ eel 15 NCDOT Bass B Rip Rap Reryd LeVelLipofSpr~der 31.sedmerd8ashtwOhRalDam#3: lrataptemporaryk~elspr~r,bafiksOanpararyfloatirgskknfradainandterpormytrafr~hdarenentmaransglway. Submittal Rerytied Plastic 2>c6 on Edge
Turf Rtdnforcement Matte 32. refpmary seoifoelt trap #a: u~al dp~ap and stone gam a~ spsway and bafl>e~. CLIENT
Mirafl 140 Rlter Fabrk SECTION A•A Turf Reirifa 6"Minimum Buried ~i,~sedisiwltb~ifistt>ustbecampldedmdhm~a~gpfiarodeaffktgarryad~aalardsdtlles~. Adjcetitrearygradesasneoe~arytoieureranradfranb~
6" deep NCDOT #51 shone filter blanlc~ ~ , 26 t ~ 6"Minimum & Qe OO( )
• ~ Basin cis x Wet H indte Subgrade Typ. Q~ ~Pb~~?~99~9 Wake County Weir lengtlt H (indtPS) Bev. I.evd Up
Blo-Betentlal #1 3550 24' 40' 0.5428 40' 0.5428 304.5 ~'sedimefdbaslnbermsand°diera~OS°dar~am°daEadwlltlrdrwratr'aibr'(GdudngkErfasbeslopes)nxatbestablmadknmadktdyan°tlxirca'wtr"rb°"' PUbIIC SCh001S
• Notes: 35.Begh rafairsda dstk deadngand tops9N slipphlg. Begin ralghgradrtg antlteslte. 1Ra~ilsigh~, NoR~lt C~'arollnatl27610
i. Turf repiboraarierlt maae should be a minimum of 8' widee extendi 4 feet over the li 4 feet over rite lip and burled 6" deep in a vertlc~ trends 1919}850-1800
inside the level P . Outside of the level spreader, the edge s b butt against s and be held >n wqh iiosely spaced heavy drry wire smples at least 12 laig. should butt against smootfdjf cut sad and~a e>asbtg vegetation Kaaue.3'Re~lada9S~alaorir 12" IDng' ?6. Begin of aegmeltal rebkktg wal on nalh and of rife si6e BU
2, Ensure level spreader lip is level for uniform spreading of storm runoff.
3. Corlstrlict the level spre~ler on undisturbed sail L fill). ~e~ ~s 3J.ldal stone sews system and temporary kkt prote~on dericee ?a~l and maidaht ldnporary Ppe protartioff devis(e) at the ed of astir day asset of rain uNl banes
• ~ 4. Disperse nirroff from the. sr aa'ass a propaly stabilizal sbpe not to exceed 10%. not to exceed 10%. Make sure the Slope 5 ~1Clently are boil and yard inlet pro6x<gn devices are instaNed I`
~ smooth bo keep flow from concentrating.
4 5. Immeda~ly after its co~rriction, a~opriatey seed anti mulch the entire d'lshirbed a he entire d'tSturbed area of the IevCl spry. 38.Beghr ~ slapeaons~onakng sa#h proppatyBne the gveslatdkdt showndlacdng Bev totlretenpaey skhnmesedmentbasb mustbe krabedattlre tap oftltefll
• S'-0" 6. Inspect levvel aPo~' every rakfall until vegetation is established and promptly r Bass 1 Wprap Abutment After the area been stabilized, make periodic lnspt'dans and keep vegetation in a ish¢d and promptly make needed repairs. s~ at the end of eadt day and mcet continue to lbw totlle tempaary ha#n, seep vegetation In a healtlly, vigorous condition. RN slope mug be sbb9aed wkhin ale week of by riding Onislr grade wNtlenpaary a penarlmt vegetatial and mat#ain loelsurethlae's rlo sedrlelt kra, rldtirlg a ~ (n
faklre. , ` ~
12" fiidc NCDOT #57 Stone as Weir E~vation • See Plan Mirafi 140 Flter Fabrk eve rea er der 40.when tlfelop of slope mares tlfe design 9~~ a ~h' IMOOeIed and storm droksge aaweyartaa A~ free B. tlKagh B3 k lolled, begin amstrudbn of `y~
Filter on U m Side of Dam 3'1 " " 16 Bass 1 R~rapAprat le: N t t ale This Detail is Schematic in La out - St in Layout -See Plan for Location and Configuration 9aRanesedkrrelteasin#2. tmmlBoatlrigskkra~rdrekr~idoaaredtoi,em~itadktstudWeB•5. b/1,' `a~
. 6 Sca o o Sc y tit Lenigtli is Equal. bo Ht~ght of Dam
Seetalbed Preparation 41.Ontywhen storm drahrege o>Iweyanre system Ines and sttucbues 8•l tiuofrgh &5; C•1, C•2, C•3, C•10, C 11; and trl thragh G~ arefu0y llsbNed, operational, prod ~ `1
r'~// / / / 1. Chlsd ampaaed areas and spread toposoil 3 aches deep over adverse soi ardAiats, rf to dveise soa condaions, rf tapsou's available. witlttamparary lad protedbrr, sloe ~ dlred ovaled lbw to oorereyance systellw„ fempaary seedk0 has been and the upper patlon dtlle eke k stabYeed and contr0lkd by dorm vela roriveyanoa systems lxn the oontrada cal fa an arsihe bV RfDBiR, lar~Cape Arched and Owns RepresaitalNe fa tlk removal of PROJECT NUMBER:
\ \ ~ 2. Rip the antra area to 6 indiet depth. ~\\r\\/\ \\j the sedimait bash wtlh rock dam #3. CAP22
Cutoff Trend! 3. Rerrave all loose rocks, roots, and other obstrrxtiors, kiavkq surface ~sanbly smooth and race ~sanbly smooth and unifam. 42.Afber pem~laf k gn~an b ramose the sedknert bask wlh rodr dam #3, tile) realove the bashl, Wrf n''ldacenelt mat, floating skhaner lain azd kud spreade. Erswe
teapaary sit feting B dean and in good atldNoa. BegN grating m~aes ~ oeassey ib bmg dk b) the fMg grade. PHASE:
CroSS-Section 4. Apply agricultural lime, fartilaer, and superphosphate unlfomily and mbr with soil (see below nd mbc vritls soil (see below). ~ ~ s a ~ 6 nd,es deep. 43. MaG~in deubes as needed AI disdabed arm sha0 be grassed a stabrued w0if121 alerde days tithe cmpktidl of wok hr Oat are. Site Plan Submittal
5. Continue tillage u~dl a welapulverized, firm, reasonbN unifam seed tied is prepared 4 to 6 i
' Spill Wdth 6. Seed an a fresny prepared seed bed and aver seed lightly wRh seeding equipment a cukq 44.ConhadashaN reravesedlnentirom eraaon aomrol deakgwhen approdmabdyar'fialfof the staagevabme hasbeanflled, DATE: seeding equipment a cutipadc after seeding.
• See IdftS 45.Caiinuero maintain tempaary erosion meaalres during graaa~ 03 OS 07
2'•~" Min. Top Of Rods Abutment 7. Mulch Irmn¢dlateN alter seeding and ardor mulch. Top of Dam ~
8. Inspect all seeded areas anti rtralre necessary repairs or reseedigs wkhh the planting seazc - / - - - / If a stmd shook) be over 60% damaged, reestablish folbwirg aigeul lime, feNlizer and se 46,Campkte fne grading. is wnhh the planting season, ff possible. DRAWN BY:
. IVAVA \ V AAi gaol ame, reNl'¢er and seeding rates agate. 41.Afkr buldag anti dhe'site btpa~enelts are oolnple6e, tltet hstal parnarwslt graeNfg sad bndsapklg as shoals on brdscape pbl>. KMD
~ 9. Consult taMxxpe Architect on maintenarxe treatment and fertnlzation after pemranent au nation after pennaient cow:r's established. 48.Afler Ske a SubsbltiaNy complete end ShbAaed tlk Cairaada shop rel fa irspation ttV fKDBrR, Iarfdsope Ardated and Ownerslkpresenlatire. tlpaf appraral ootwet CHECKED BY:
\ \ \ \ Appy: Agrkvtturel Dolomttk umes6one at 2 tons/ao,; \~i\~i,. Femuz~ (io-iaLO formula ac aoaLOOO u~arle sldmnersedhnea basins #i and #2lo permaneft blo-rekrdal bashfa
„ Mlrafi 140 Filter Fabric s, zo~ana atsoo aae 12 Th~k NCDOT #57 Stone as / ~//,~i perPnospnate i lys~) Lbsl DEP 49.When si0evmrk is caltpkhe and all arces are stabiled, the aontrador shall the fantrador shop al fa Ilaped(al by NNENN, tafdsape Atdikd anti Owners Represelfabre
Mulch (small greln straw) at 2 torwlaae (approx. 80 bales) • Filter on Upstream Side of Dam level . fa rernovd of al tempamy erotica aadrd meaaa~es. p.e sl<fefce, dhrersklt dbiif, ek.). NfDBiRapproval k respired prig bo dose art of ero#al and sedh~ea centrd
Andwr with Liquid asphaR at 400 gallons(acre or Emulsd'~ed asphak at 300 galkxrs/arn asphak at 30o galbr~/aae. measiures stile. REVISIONS
Eleva#ion (from downstream) LE 50, ff ate a sbblt~d, and N(DBVR and Owne's Represenhtlue approves, Ihal remlwe henpamy sexlrrdd trap, herQarary sit few, tempaary dn~al dillies, and regr~, no. rev~ion date
TEMPORARY SEEDING SCHEDULE a pave any resu0ng bare arces. Repaa areas, fdl dilates, smash ro fifished grades as shower an pba
Mairftenarxe: lhite: Type: Planting Race L Check sediment basins after heavy rainfall. Remove sedir~nt and restore original volume when sedimalt accumulates ,+„g,s-rra„ I Tan ~,e 30o Lb~aae plant7rg ~ 1 NCDENR First Review Response 0417 07
to about one-hat tl~e design vdume. Sediment should be placed above the baen and stablized. r~ I~,~ I Tall rESa,eard 30o Lbsraap ~ 2 TOC 1st Rsveiw Responses 04 26 07 ~g Cary Project Number 07-SP-022
2. gtedc structure for ~sion, piping, and rods displ~ment and repair. Abnuzi Rye zs LhsJaae 3. Remove the stiucGire ~d any uitsta~e sediment lmmed the cor>strliction site has been stabil~ed. Mar I-apr is Tall and 30o Lbyaoe 25lhsJaae
Smooth tl1e basin sloe t0 blend with surroiindi area and 'line. All inter and sediment Maid from Apr 15dun 30 Hulled Common eermuda zs Lt>sJave 25lbsJave
• the bin prbrbo dam removal. Sediment shoo beplaced lndesignated-disposal areas and tl~ allowed ho flow iribo ]un 30-Aug is Tall Fesae and 12o Lbsraae 300L~~ APPROVED 120 tbsraae
sheams or drainage ways druing stnicture removal. &nwntop Millet ss tbslaae or Sorghum-Sudan Hybrids 30 Lbslaae 35tbsaae TOWN. OF CARP 30 Lbslaae
• e imen assn wi oc am em orar ee in Seeding Schedule Approved by Date:
Scale: 1"-10' This Detail shall conform to NC DEHNR Std. # 6.63 Scale: Not to Scale Planning Date:
v v
Engineering Date: Erosion Control
Details L-605

Cary Project Number 07-SP-022
Town of Ca - Gradi Notes: APPROVED CHERRY HUFFMAN
2 DRAIN INLET
-6 TYPICAL L To minim~e damage ~ existing lees near the interior edge ~ buffers arrld street ~ buffers arrld strt~tscapes, the contradpr Shall cut TOWN OF GARY 135 E. Martin St., Suite 101
minimum 2'trend~es abng the limits of disturbance, so as to cut, ratter than tear rc t, rather tfian tear roots. Raleigh, North Carolina 27801
' 2. The tree protection fence shall be maintair~d on tf>e site until aU ate work is con it aU ~ work is comPlt~ed and the final site Approved by Date: 919.821, 0805 T 919.821.0720 F
ir~peetion prior to the certificate of ocarpancy (CO) is soled. the fencing shall 5. 4. i The fencing shall be rt~lloved prior to the final site planning Date; www. cherryhuffman. com
inspection for theca Engineering Date:
335.0 334.33 4. 3 33
GRAPHIC SCALE ,•~`,~~0~o5~pPE'gRp'~~,'~~i ,•~`~~~~~.~PNDS~gA1''9,~i,,i ~ i • • , ~ 9, : o F
~ " 34.9 ~ 10 0 5 10 20 40 ` . ~ ~ • • 4r v : ~
3. " 33 . 4.1 .9 33 3. ~ Q: z;
604 ~ :r~, Q ; . trt t ~
roc roc roc (IN FEET) ~•.,~F`~, a~°~' • ~
1 inch. - 10 ft. i~~, ~ Q ~~i~~~IArSSO+ ~ ir~uupq~~~~~,~
334
. ~ 4.
5. 5. 335.0 335.0 335.0 334.33.
CONSULTANTS
x x x 4. 34. .0 35 X 334.3 334.3 X 334.3
34. LANDSCAPE ARCHITECTURE
I C 4. 4. C04o 334.9 33 g McNeely Associates,P.A.
4. 4.9 3 0 0 0 o 4.9 0 334.9 ~ P.O. Drawer 30126
C06 0 C Raleigh, North Carolina, 27622
• .0 " R 12" RCP 35 CP 3 8 P 12 RC 4,t 3 RCP 334.0 12° 12" RCP 15° RCP 919.762.9677 T
o C05 ~ 4.2 3 5 0
0 0 0 0 STRUCTURAL
. 3 4.2 334.4 334.4 lasaiier-Hopkins-Chang
1015 Wade Avenue
Raleigh, NC 27605
4. d 919.82.5587 T
~ 4.1
4. 4.5 a ,~-i PLUMB, MECH, ELEC & CIVIL
2.0/0 C07 0 Dewberry & Davis
x .5 • 4.
334 0 2301 Rexwoods Drive Suite 210
4.1 34 3 4.0 ~ Raleigh, NC 27607-3366 919.881.9939 T
. 3 334. 0
ROOFING CONSULTANT
4.2 ° 4.
333 Stafford ConsuKing Engineers
3 STORM MANHOLE ~ 4. - 4. 0 7424 Chapel Hill Rd. Suite 102 Ralegh, NC 27607
TYPICAL 919.852.1038 T
FOOD SERVICE
ENLARGED GRADING PLAN GENERAL NOTES: LEGEND (~-300 Sheet Series only) Foodesign Associates graphic information tzken from digital file by Taylor, Wiseman & Tatar 5828 Oak Drive
SCALE =1"=10' 1. Field topographic information ' Engineers, Surveyor, SCiendsb Surveyor, Scientists dated October 1, 2006 Charlotte, NC 28227
CURB INLET 1 2. The wetlands and stream loca nds and stream locations subject to Town of Cary Riparian Buffers shown hereon are 5 704.545.6151 T
LIMITS OF DISTURBANCE based on field ties to the Bags TYPICAL -60 field ties to the flags set by Trigon Engineering Consultants, Inc. _6 DETAIL FLAG DETAIL #/SHEET #
• AND PROPOSED TREELINE _ 300 _ IXISTING CONTOUR AT 2' INTERVALS PROJECT
v . - ~ ~ ~ ~ i 1 '1 '1
\ \ \ ~ ` \ \ \ ~ ~ / 1 1 / 1 1 I I 1 \
\ ~ I ! ! ~ / I 1 \ \ `vv vv A v ~`v `v A `.v `v `v v A vv vv ' ~ ~ ~ / / J l 1 J I 1 v v v See Sheet L•608 for Storm Drain 296 PROPOSED CONTOUR AT 2' INTERVALS E-22 Elementary School
\ \ \ ~ / / , / 1 I 1 Rims, Inverts and other Information WCPSS Project No. 000-0000
` ~ \ \ \ \ ` / / / ~ T~ 1 II \ \ PROPOSED STORM PIPE CaryMiNorth CaDorive~ Townslnp, Wake County
v v ~ v v -_vA A v v A ~ 1 1 I 1 \ V A
316 \ ~ ~ ~ ~ \ \ \ \ / 1 1 \ 1 1 \ 1 _ ~ ~~,,~,Ir ~ ~ \ \ / BIOrRETEN N \ \ \ \ \ Mills Park Drive is shown for Reference TEMPORARY INLET PROTECTION Site Plan
- , ' ~ ~ \ - \ \ 1 . - BASIN # 1 SECTION \ \ \ \ \ - _ ~ TRANSIRON ~FER \ ~ \ \ \ \ , eP \ \ \ \ \ Only -See Drawings by Dewberry for Submittal Documentation regarding Mills Park Drive
\ \ \ 1 1 \ \ \ \ - ~ , , v ~ v v 1 v v CLIENT
~ ~ \ \ \ 1 \ 1 1 \ ~ 1 \ \ e ~ \ \ \ \ \ \ 1 1 ~ \ \ \ 1 \ PROPOSED TREELINE/
v ` v v v v v 1 I A v v~ 1 v ry ~ \ 5,6 TEMPORARYINLEfi\ ~ \ \ \ GRAPHIC SCALE CLEARING LIMITS LINE/
~ . t' k ~ ~ \ ~0 PROZE-C~T16N \ \ \ \ \ 1 1 1 \ \ ~ \ ao ao 0 20 ao so rso LIMITS OF DISTUBANCE Wake County
r ~ ~ ~ \ \ \ 1 1 \ 1 \ \ \ \ Public Schools
1 \ 1 \ \ SF SILT FENCE 1551 Rock Quarry Road Raleigh, North Carolina 27610
\ \ ~ \ \ .50 \ 1 \ \ \ 1 \ ( IN FEET) (919)-850-1600
\ d ~ e \ \ I \ ` \ 1 inch- 40 ft. TPF TREE PROTECTION FENCE
~~i A ~ ~ V ~ V A A A\ ~ 1 \ RCP REINFORCED CONCRETE PIPE Q vBU C s{
~ C~ \ V V ` ~ \ 1 v \ - r ` \ ~ \
\ \ \ \ \ \ \ \ \ \ TC/GT TOP OF CURB/GUTTER OF CURB J~
\
0 ~ ` ~ ~ STORM DRAIN INLET STRUCTURE ~ ~
~ ~ ~
/ ~ ~ vv v Z v v A v A ~ ~ ~ x 360,pp PROPOSED SPOT ELEVATION y~
~ ~ ~ d' ~ i ~ FES -FLARED END SECTION
, I i BEFORE YOU DIG r
I` I l l/ ~ I S I ~ I PROJECT NUMBER:
L~IMTTS OF DISTURBANCE _ • • ~ ' / ~ CALL 1 800 632-4949 RIP RAP PROTECTION (INLET & OUTLET) cAP2z
ROPOS TREELINE__ ' " ~ ~ i i N.C. ONE-CALL CENTER i i l ~ i
\ ~ \ / \ \ .y.. l l l l 1 ~ ~ / ~ ~ IT'S THE LAW '
~ ' / i i FFE= 3~~~~ FINISHED FLOOR ELEVATION Site Plan submittal i / ~ ~ i
I ~ ~ j DATE: i ~ ~ ~ ,
_ ~ \ ~ \ , ( \ ~ . c. . ,4 R)<i5 RAP ~RO 03 08 07 Rib RAP ~RON ; ~ ;
\ \ \ ~ ' ~ . ;.i.. '.'1. ' i i ~ i
J / i ~ l DRAWN BY: ~g LT FENC,~ AT
\ ~ / ~ \~P .-60 /FESTYP~ALL ~ KMD
t ~
~ ~ \ ` \ 1 ` \ \ a J \ I _ CHECKED BY: i ~ _
\ \ \ ~ \ \ \ ` \ \ f\ ~ \ \ 1 \ \ ~ . r\ ~ \ \ \ \ ~ 1 \ \ 310 1 I P+ ~ i ~ ( ~ ~ i i ~ i r DEP
\ \ ~ \ ~ \ 1 I I \ ` / 1 +I I ~ ~ ~ + I ~ i ~ r Iv 1
\ \ ` ` \ ~ \ `1 \ \ \ \ I ( \ I i ` v ~ \ `v v 1 ~ ~ v v ~ ~ v I I i + II ~ i ~ REVISIONS
~ ~ \ \ \ 1 \ \ \ \ \ a ~ \ / / I I ~ I I I II ~c TPF TPF 1'PF TPp 1 +I ~ 1< +v 1 v v
\ \I \ ~ \ \ 1 \ \ \ ~ 1 ~ ~ I I I \ \ 1 1 ~ \ \ \ 1 I ~ c2 I ~ I I I I 31.00 7PF 7PF+ ~ I + no. revision date
~ 1 1 \ \ \ \ I I I I I \ ~ \ v / I I - - 1 1 \ \ I I \ ~ 1 ' - DII NG 5d' \ 1 1 I 1 ~ 1 I I li / I i + 1 \ \ 1 NCDENR First Review Response 0417 07 I ~ I I ~ ~ I I + ~ \ \ +
1 1 \ ~ 1 1 / 1 1 1 1 v vv I i ~ I ~ 1 . v / I .1 I TRAfV ON. \ 1 1 ~ \ I I I / \ - - , I I I I / I I ` \ 2 TOC 1st Rsveiw Responses 04 26 07
_ ~ ~ \ \ 1 , - ~ ~ \ \ 1 ~ I / \ 1 1 I \ I ~ I I I I / ~ I ~ i ~ v A v\ I I I I I I ~ ~1 ~ I
\ V 1 1 ~ I / ~ / / ~ \ \ \ ~ I I II I ` it / - I I I ® I + ~ l ~ 1`
, / , / v r I ~ / I I 35.00 ~.~.1~.~ 11 I I liwv +l~ V AV ~ ~ vl I \ ~ l+ ~ 11
II 1~ I I I \ + ~ ` ~
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/ 1 I
F34.401 334 ~ ss. Grading & Storm
- _ / / / ` 3 3.i. 334.80 34.80 34: _ 334.80
7d on - - L-302 Drainage Plan

.Cary Project Number 07-SP-022
' Town of Ca - Gradin .Notes. z 9 DRAIN INLET ~1 1 1\OY ~D CHERRY HUFFMAN
-6 TYPICAL • 1. To minimize damage to ezisGng trees near the interiar edge of buffers and stree
minimum 2'trenches along the limits of disturbance so as to cut rather tllan tear r of buffers and streamcapes, ~ contr~tor shill cut TOIIIIN OF GARY 135 E. Martin St., Suite 101
2. The tree rotection fence shall be maintained on the site until all sfie rk' rathef than ~ Raleigh, North Carolina 27601 Itil all sloe work is completed aid the final site Approved by Date: 919.821.0805 T 919.821.0720 F
5. p ~ is COl 4. inspeeiiorl prior to the certificate of occupancy (CO) is schedull~i, The fenong shall d, The fencing shall be r~ltoved prior to the Onal site Planning Date: wvrw. cnerryhuffman. com
inspedion for the CO.
335.0 334. 33 Engineering Date:
334. 3 ,,`,pgn~ARq~''~i ,,,a~aurr~A~rq~~,~,
GRAPHIC SCALE ,~°o~~".. .°~~ti'~. ,~~o~~".. R~~~ti'•,,
4 3. 9 ~o , 333. ~ 4.1 • OgGAPE~ARC.• '9 '~i .•~p.NDS~q., '9
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- 5.0 3 3 5. 5. 3 5. 335.0 335.0 335.0 334.33
x 335.0 x x 334. 3 X CONSULTANTS
34. 3 34. 3 X 334..3 334.3 X 334.3
• , 4. LANDSCAPE ARCHITECTURE
4, ° ° CI ° 34. 9 34. 9 4.9 C04 ~ 334.9 0 33.9 McNeely A~sopate8, PA
C06 0 - 334.9 P.O. Drawer 30126
335. r~ rr rr 0 0 8 RCP 12 RCP 12 RCP ZCP 334. Q 12" RCP 12" RCP 15° RCP Raleigh, North Carolina, 27622 i
o ~ 334. F 3 C05 34. 2 . ° o ° ° 919.782.9677 T
5. . 4 . ,
3 4,2 334.4 334.4 STRUCTURAL Lassiter-Hopkins-Chang
• 5. 0 Q t,? 1015 Wade Avenue
3 . 3 3 . 50 4.0 Raleigh, NC 27605 a
4. 4.9 919.82.5587 T
34. 5
2.0°/0 . C07 ~ .5 x L!') +-i PLUMB, MECH, ELEC S CIVIL
34. 3 Dewberry 8 Davis
• 4.1 34 34. , 3 4.0 334, 0 230, Rexwoode orlve sae 2,0 Raleigh, NC 27607-3366
0 334. 919.881.9939 T
• o 4.2 4.33 ROOFING CONSULTANT
3 STORM MANHOLE
• -60 TYPICAL 0 333 Stafford Consulting Engineers ~ 7424 Chapel H81 Rd. Suite 102
4 4. Raleigh, NC 27607
919.852.1038 T
FOOD SERVICE
ENLARGED GRADING PLAN cErii:wuNOri:s: S: LEGEND (L-300 Sheet Series Only) gn Associates
• SCALE = 1"=10' 1. Field to ra hic information to Po9 P Foodesi raphic information taken from digital file by Tayor, Wiseman S Taylor 5828 Oak Drive
CURB INLET 1 Engineers, Surveyor, sclenrists Surveyor, Sclentlsts dated October 1, 2006 is and stream locations subject to Town of Cary Riparian Butf~s shown hereon are Charlotte, NC 28227
• TYPICAL -so LIMITS OF DISTURBANCE 2. The wetlands and stream locaril 5 'Id ties to the flags set by Trigon Engineering Consufiants, Inc. _60 DETAIL FLAG DETAIL #/SHEET # 704.545.6151 T
AN based on field ties to the flags s D PROPOSED TREELINE
_ 300 _ _ EXISTING CONTOUR AT 2' INTERVALS PROJECT
\ ~ \ \ \ \ ~ \ \ \ \ \ \ / / I 1 I 1 \
\ \ \ / / / ! 1 See Sheet L-608 for Storm Drain PROPOSED CONTOUR AT 2' INTERVALS E-22 Elementary School
\ ~ \ \ \ \ \ \ ( \ / / / / / I I 1 \ \ 1 \ ` \ \ \ \ 1 ~ / / / I I I ' \ \ Rims, Inverts and other Information WCPSS Project N0.000.0000
_ \ \ \ ~ ` \ ~ \ \ \ ~ \ ~ / / ~ I \ \ ~ \ 1 f / I \ \
_ ~ I 1 316 ~ ~ \ \ ` 1 / I I 1 1 1 \ • \ \ ` ~ \ \ ~ \ / 1 1 \ \ \ \ PROPOSED STORM PIPE 509 Mllb Park Drive Cary, North Carolina
\ 1 \ \ / BIOrRETEN N \ ` 1 v uRaat~ `v ~ v ~ v , v Township, Weke County Mills Park Drive is shown for Reference TEMPORARY INLET PROTECTION Site Plan
\ - - TRAPISAION B~FER\\ \ ~ \ ` ` \ - BASIN #1 SECTION ~ 1 ` Only -See Drawings by Dewberry for
\ - - - \ \ \ 1 \ \ \ \ \ 4s ~ ` \ ~ \ 1 1 1 1 1 \ \ 1 _ _ J \ Documentation regarding Mills Park Drive Submittal
r~ \ \ ~ \ \ \ ' \ \ \ 1 1 \ 1 1 \
~ ° ~ ~ ~ ~ \ 5.6 TEMPORARY`INLEt \ ` 1 1 1\ 1 \ ~ ' \ ` , I . c ~ \ \ ~ \ \ 1 \ 1 1 1 1 \ PROPOSED TREELINE/ CLIENT GRAPHIC SCALE CLEARING LIMITS LINE/
\ . ~ \ \ ` ` \ \ \ ` \ 1 1 1 1 \ \ \ ao ao o zo ao ao 1so LIMITS OF DISTUBANCE Wake County
~ \ \ `L ~ \ \ \ 1 \ 1 \ \ ~ \ u> \ ~ \ 1 I \ \ Public Schools
SF SILT FENCE 1551 Rock Quarry Road
~ \ ~i 1 A V 1 l A V \ Av ( [N FEET) Raleigh, North Carolina 27810 (919).850-1800
1 inch = 40 ft. TPF TREE PROTECTION FENCE
~ _ - a \ \ \ \ \ \ QvB~ C S
RCP REINFORCED CONCRETE PIPE
\ ~ \ TC/GT TOP OF CURB/GUTTER OF CURB
~ ~J
~ ~ \ ~ ~ . \ \ \ \1B \ \ \ \ \ ~ ® STORM DRAIN INLET STRUCTURE
\ ' U ~ ~ ~
~ ~ z 3110.00 PROPOSED SPOT ELEVATION V~ fjj , ~ b y
,a~ ~ ~ ~ i ~ FES -FLARED END SECTION `I
_ 1 ~ / \ ~ ~ I BEFORE YOU DIG
_ ~ ITS OF DI'ST RB _ _ ~ U ANCE ` / ~ I Jl I 1 J I PROJECT NUMBER:
~ \ ANU~PROPOS TREELINE_-' • ' ' ~J\ JJ ~~~JJJ
~ ~ / / ; CALL 1 800 632-4949 RIP RAP PROTECTION (INLET & OUTLET) cAPZZ ' ~ / ~ N.C. ONE-CALL CENTER
r ~ ~ % ~ ~ IT'S THE LAW PHASE:
- 'ff / / /
I \ \ \ ..v: y.. ~ / i ~ ~ ~ FFE= 300~5~ FINISHED FLOOR ELEVATION Site Plan submittal % / ; / / ~ ~
~ ~ ~ \ \ ~ \ \ r ~ ~ \ t. ••1• y.. •.s. l l r ~ / ~
~p RAP ~RON ~ i ~ r DATE:
•'t•... i i 03 OS 07 ~ i ~dl ~ ~
` ~ \ \ \ \ I 1 \ `l . ~ \ ...:.1" . y... , LT FENCE i LT FENC,~ AT / DRAWN BY:
~o ~fES TYP~ALL ~ ~ KMD
1 r ~ I i ~ i i i
' ~ - CHECKED BY: o ' , !
\ \ \ \ \ ` 331 \ \ 310 \ \ \ \ \ I I \ \ \ 1 I \ \ ~ \ \ 1 `1 \ I ` ~ X30 \ / 1 i C ~ I I
` ` \ \ 1 \ \ ~ ~ \ ~ / I I i j 7,}~ / ~ i ~ i i r DEP
~ ` \ \ 1 1 ` \ \ \ \ \ \ ~ I I I I ~ II 1 }II II I II I II 1\\\ \I1 1\\ ~ li
I I I ~c TPF TPF TvF 1 ' ' , I I \ I \ REVISIONS TPF I I 1 1 I~ 1 1 \
/ DQS~Ni; 50' t 1 1 t \ \ \ I I I I \ ~ I v I I _ _ 1 \ 1 1 V `v v\ I I ~ I 1 vv 1 1 / ~ I I ~ ~ 31.E I ~ ~ iPp ~ i It 11 II no. revision date I I I I I I \ \ \
TRr~NSITION \ 1 1 \ ~ \ I I ~ I I ~ I I ~ ~ 11 I ~ II ~ ' 1 NCDENR First Review Response 0417 07
~ \ I I ~ ~ ~ I I ` \
I I I ~ I I 11 2 TOC 1st Reveiw Responses 04 26 O7 I I ® I ` i ~ I ~ \I \
_ I • i J i \ !1 I ~ / / I I 35.00 + _ 1 1~r...~.~~~~~~~~:~~~y.~~~.r~~~.~~~_~~~~~~..~~~,,,. I -,..J. . . I ,,..J. _ ~ II i I , 1 \ I ~ 1 \ 1
III I` I $ I ~ i III ~ II \ \ 111 \I
~i ~ I ~ i ~ I I ` 1 1/
\ 334:40
- / / \ - _ 34.40 ' \ I II 11 I \ 1 I 1
334 334.80 334 - - , ' 33A. I 34.80 /
334.80 \ Grading & Storm i - L 302
~ / . Drainage Plan

i
CHERRYHUFFMAN
135 E. Martin St., Suite 101
Raleigh, North Carolina 27601 BEFORE YOU DIG 919.821.0805 T 919.821.0720 F
S T ~ ~ www.cherryhuffman.com
CALL 1 1800 632-4949
N.C. ONE-CALL CENTER ~~<<u~luru'~a ~~,`~nunp,r,~
IT'S THE LAW ~~~,,,~~N .CA~a~/,~'~~i ~``,,,R~N. CAh~~ ~~4~~i
OS~pPE ~q Rc, N9 \,~..•~p N D S C,y.o N9 ,~~i
i0 Q. i y. l~~ • ~ ~ • • ~
GRAPHIC SCALE ''~f~~~r~r~r~~,~~`` ''<<,~rrr~~~~t~,~~
40 0 20 40 80 160
CONSULTANTS
( IN FEET) LANDSCAPEARCHITECTURE
1 inch = 40 ft. McNeely Associates, P.A.
P.O. Drawer 30126
Raleigh, North Carolina, 27622
919.782.9677 T
LEGEND (L-400 Series Sheest Only) S TR U C T U RA L
Lassiter-Hopkins~Chang
5 DETAIL FLAG 1015 Wade Avenue
-60 DETAIL #/SHEET # Ra~igh, NC 27605 919.82.5587 T
HC ACCESSIBLE SPACE PLUMB, M E C H, E L E C tG C I V l l
Dewbeny 8 Davis
VAN ACCESSIBLE SPACE 2301 Rexwoods (five Suite 210
Ralegh, NC 27607-3366
ACCESSIBILITY LANE STTUPING 919.881.9939 T
SIGNAGE ROOFING CONSULTANT
Stafford Consulting Engineers
~ PAINTED PAVEMENT MARKINGS 7424 Chapel Hill Rd. Suite 102 Raleigh, NC 27607
WEED BARRIER FABRIC 919.852.1038 r
FOOD SERVLCE
Foodesign Assocates
5828 Oak Drive
Mills Park Drive is shown for Reference cnariotte, Nc zsz27
Only -See Drawings by Dewberry for 704.545.6151 T
Documentation regarding Mills Park Drive
PROJECT
~ ~ ~ ~ Town of Cary Standard 3050-D
~ ~ Requires the Fire Lanes to be marked E-22 Elementary School
~ ~ with "Thermoplastic Paint" WCPSS Project No. 000-0000 509 Mills Park Drive
~ Cary, NoM Carolina Township, Wake County
~ ~ ~ ~
GENERAL NOTES: Slte Pl~aan.
II fl fl \ \ 1 PAINT 4 WIDE WHITE SKIP LINES . ~ 1. Feld topographic information taken from digital file by Tayl~, Wiseman BrTaylor Subm i LLAI
PAINT DASHES 6'-O" TANG ~ 10'0" ON CENTER ~ 1 ~ Engineers, Surveyor, Saendsts dated tktober 1, 2006 CLIENT
2. The wetlands and stream locations subject to Town of Cary Riparian Buffers shown hereon are
z, SIGN ~ 1 ~ EXISTiIVG 5o URBAN based on field ties to the flags set by Trigon Engine~ing Consultants, Inc.
• P BAR TRANSITION BUFFER Wake County
{ ~ I Public Schools
~ w ~ ~ 15li1 Rock Quarry Road
~ ~ ~ ~ STOP BARS • PROVIDE WHITE PAINTED STOP BARS WHERE INDICATED. BAR SNAIL ~ Raleigh, North Carolina 27610 ~919F650.1600
M l ~ / 12"WIDE AND SOLID, ACROSS FULL WIDTH OF EXiT LANE (EX(IUDING CURB AND
/ GUTTER), AND SET BACK APPROXIMATELY FOUR FEET FROM EDGE OF TRAVEL LANE
o ~ ` ~ (BASED ON FACE OF CURB). Q~BL~ C ~1
TRAFFIC SIGNAGE AS SPECIFIED IN SECTION 02800.
~ ~ ~ x,71
' \ Zi \
v ~
y~~
b,~ *
R oP slcN
~ ~ ~
P BAR PROJECT NUAAtiER:
CAP22
PHASE:
3 Site Plan Submittal
DATE:
43 OS O7
DRAWN BY:
tCMD
Cary Project Number 07-SP-022 CHECKED BY:
DEP
~ _ INDICATES MCDOT STD. 920.08 ~ DIRECTIONAL ARROW PAINTED ON APPROVED V RE ISIONS
ASPHALT SURFACE. (TYP.)
TOWN OF CARY m~. revision date
Approved by Date: 1 TOC 1st Reveiw Responses 04 2s OT
Planning Date:
~ , "
24"RCP NO PARKING - FIRE LAIC' WITH YELLOW COLOR "NO PARKING -FIRE LANE" WITH YELLOW C ~ y~,~ Engineering Date:
MINIMUM 8 HIGH LETTERS SPACED 6 FROM MINIMUM 8" HIGH IETTBIS FACED 6" FR01 E%iSTING 50 URBAN ASPFIALT CONCRETE GUTTER ED(,~ AT 40' TBIS FACED 6" FROM
TRANSITION BUFFER ~ ~ ASPHALT~CONCRETE GUTTER EDGE AT 40' INTERVALS NEAR A FIRE HYDRANT. ALSO PAINT 4" INTERVALS NEAR A FIRE HYDRANT. ALSO PI UTTER EDGE AT 40' E HYDRANT. ALSO PAINT 4"
ASPHALT~CONRETE GUTTER EDGE ASPHALT~CONRETE GUTTER EDGE TTER EDGE
STOP BAR
~ NCDOT HIGH VISIBILITY CROSSWALK
2x IW THERMOPLASTIC BAR 1 11 1 , Liv rr vv w w
SPACED P ON CENTER Fl I I Traffic Marking j _402
LLJ & Signage Plan L

' Town of Cary Standard 3050-D
Requires the Fire Lanes to be marked
. with "Thermoplastic Paint"
CHERRYHUFFMAN
Car Pro ect Number 07- P-0 Y J S 22
Mills Park Drive is shown ive is shown for Reference 135 E. Martin St., Suite 101 Raleigh, North Carolina 27601
See Sheet L-402 for Drawin L end Onl -See Drawin s b g eg Y 9 Y )swings by Dewberry for 919.821.0805 T 919.821.0720 F
Documentation regarding I n regarding Mills Park Drive www.cherryhuffman.com BEFORE YOU DIG
. TOWN OF GARY
GENERAL NOTES: Approved by Date: 1. Field t ra hic information taken from di ital file T r >Mseman R T or GRAPHIC SCALE ~ T
oPo9 P 9 by ~ , ~ ao 0 20 ao so Aso CALL 1 1800 632-4949 `,`,,~~N~~~ARO(~~'4i ~`~~,~N11~AR0( ~~'~i
' Planning Date: Engineers, Surveyor, Scientists dated October 1, 2006 2. The wetlands and stream locations subject to Town of Cary Riparian Buffers shown hereon are N.C. ONE-CALL CENTER OR ~~y'~, ~R , • • • • C~ S~APE•q 9 'i 'ANDSC•' -9''i
Engineering Date: based on field ties to d,e flags set by Trigon Engineering Consultants, Inc. fT'S THE LAW •~o R~y•, qA• ~ : o F•.
' 3. Town of Cary Standard 3050-D requires the Fire Lams to be marked with "Thermopl~tic Paint" (IN FEET) ~ ;o y; •w •w
1 inch - 40 ft. .w ~ -3g c• • Z g CIE: .Y a• :
ill Q~ i y. ~ ~
Za" ~ "WO PARKIN - TIRE LANE" WITH YELLOW COLOR "NO PARKING - FIRE IANE" WITH Y RCP 1 " ELLOW C 2~ • : ~ ,i fin: ~ JJE"WITHYELLOWCOLOR ~'~,F~y•••.....d••'P~ ~'•,~ti~'•• ......••Q~~~.~'
URBAN MINIMUM 8 HIGH LErf ERS SPACED 6 FROM MD~IMUM 8"HIGH LETTERS SPACED 6" FR01
ASPHALTJCONCRETEQUTTER EDGE AT 40' ASPHALT CONCRETE GUTTER EDGE AT 40' • TRANSITION BUFFER " J INTF~tVAIS NEAR A FIRE HYDRANT. ALSO PAINT 4 INTERVALS NEAR A FIRE HYDRANT. ALSO P~ LITTER EDGE AT 40oM ',,~~''h ~ S~N~ ,~~~'~h~um~~r'~`~~~,,,
~ ASPHALTJCONRETEQUTTER EDGE ASPHALTJCONRETEQUTTEREDGE E HYDRANT. ALSO PAINT 4" TTER EDGE
STOP BAR 1 CONSULTANTS
NCDOT HIGH VISIBILITY CROSSWALK , . LANDSCAPE ARCHITECTURE
2' z 10' THERMOPLA5IIC BAR , ~ / SPACED Z ON CENTER ~
` McNeey Associates, P.A.
/ P.O. Drawer30126
• 1 ~ " " ~ / DO NOT ENTER -FIRE LANE IN Raleigh, North Carolina, 27622 919.782.9677 T
~ ~ ` ~ 4" SOLID YELLOW LINE AND 8'
HIGH 1ETIERS ~ Q tt- tt~ tt~ tt. tt~ tt~ q~/~\~ v~ u~ a~ tt
~ w w STRUCTURAL - w
g STOP SIGN ~ _ _ - Lassiter-Hopkins-Chang
. ~ STOP BAR ~ 1015Wade Avenue
Q tt ~ 3 ACCESSIBILITY LANE Raleigh, NC 27605
# -60 STRIPING (lYP) "NO PARKING • FIRE LANE" WITH YELLOW COLOR 919.82.5567 T MINIMUM 8"HIGH LETTERS SPA(~D 6"FROM
ASPHALT~CONCRETE GUTTER EDGE AT 40'
J { . ~ INTERVALS NEAR A F[RE HYDRANT. ALSO PAINT 4" PLUMB, M E C H, E L E C rt< C I V I L
II-~1 ~~i?i ASPHALT~CONRETE GUIIER EDGE / Dewberry & Davis
c 1 ACCESSIBILE PARKING G ~ / 2301 Rexwoods Drive Suite 210
~ -60 SIGNAGE (TYP ~ 5 RESERVED PARKING SPACE Raleigh, NC 27607-3366
" -60 / 919.881.9939 T
~ ~ 3 LOADING ZONE / ROOFING CONSULTANT
-60 SIGNAGE (TYP) / Stafford Consulting Engineers
tt-tt- 7424 Chapel Hill Rd. Suite 102
/ Raleigh, NC 27607
919.852.1038 T
5TOP SIGN
/ FOOD SERVICE
/ Foodesign Assocates
w - . 5828 Oak Drive
~ f 1 Charlotte, NC 28227
sroP BAR ~ ~ / 704.545.6151 T
~ I / I',
_ _ _ I ~ PROJECT
"NO PARIQNG - FIRE LANE' WITH YEIIOW COLOR r ~ E-22 Elementary School
MINIMUM 8"HIGH LETTERS SPACED 6"FROM f WCPSS Project No. 000-0000
' ( ASPHAITJCONCREIEQUTTER EDGE AT 40' f 509 Mills Park Drive
~ IWTERVALS NEAR A FIRE HYDRANT. ALSO PAINT 4" Cary, North Carolina Township, Wake County
ASPHAITJCONRETEQUTTER EDGE
' STOP BAR 1 Site Plan
Submittal
STS SIG CLIENT
~ ~ WEED BARRIER FABRIC TYPICAL L___J "NO PARKING - FIRE LANE" W[f H YELLOW COLOR '
SEE ~CflFICATIONS MINIMUM 8"HIGH LETTERS SPA(~D 6"FROM
"LOADINGJUNLOADINGZQNE" (All CAPS) ASPHALT~CONCRETE GUTTER EDGE AT 40' r Wake County
~ ~ SIGN MARKINGS WITH 8" HIGH LETTERS IN INTERVALSNEARAFIREHYDRANLALSOPAINT4" 1 Public Schools
. ~ WHITE PAINT AT 20' ON CENTER ASPHAITf CONRETE GUTTER EDGE I 1551 Rock Quarry Road Raleigh, North Carolina 27810
(919N850.1500
I
~ -
~ ' I e~B~ cs
~
I ~
~ o ~
v~
' ( 3 LOADING ZONE -60 SIGNAGE (TYP) -
~ ~
' < OP SIpV ~ , ~ ~ < FUTURE I.540
. PROJECT NUMBER:
. "NO PARKING -FIRE LANE" WITH YELLOW COLOR ~ ~ ~ CAP22
Op gAR MINIMUM 8" HI(~I LETTERS SPACED 6" FROM <
~ T E EAT ASPHAL JCONCRETE GUTTBt DG 40 : ~ ~ 5 I PHASE:
INTERVALS NEAR A FIRE HYDRANT. ALSO PAINT 4" Site Plan Submittal
ASPHALTJCONRETE GUiTEREDGE AA 51 ~ 'I ~ 41 - < ~I
5TOP BAR DATE:
t i , 5 cl . ri L . < S I ~ 03 OS 07
M , ti M ~
: ~ DRAWN BY:
KMD
I CHECKED BY:
"DO NOT ENTER-FIRE LANE" IN I ~ DEP
. ~ 2 BUS/SERVICE SIGN " I NO PARIQNG - FIRE IANE WITH YELLOW COIOR 4" SOLID YELLOW LINE AND B" OW COLOR HIGH LETTERS ~ REVISIONS
-60 MINIMUM 8" HIGH LETTERS SPACED 6" FROM 'FROM
ASPHALTJCONCRETEQUTTER EDGE AT 40' ~ I no. revision date
INTERVALS NEAR A FIRE HYDRANT. ALSO PAINT 4" SO PAINT 4"
ASPHALTJCONRETE GUTiEREDGE 1 TOC 1st Reveiw Responses 04 26 07
I
I
ice/
~ / I
_ / ~ I

AA XX- / be )0c "mmw--~ ~ ~ ").0..7 )0( )0(
Traffic Marking L-401
/ I XX - / XX XX ~ & Signage Plan
i r

. '
I I \ \
\ CHERRYHUFFMAN
' I
- - \ , 135 E. Martin St., Suite 101 ~ . 8' PVC ~ _ ~p"~~ _ ~ 10" PVC _ _1~~ _ _ 10" PVC_, 10" PVC L \ ~
' 6'PVC - - -
6" PVC 6" PVC 6' PVC 6' PVC 1i° PVC 6"PVC I ~ 8" PVC 6' PVC / / ~ I Raleigh, North Carolina 27601 6' PVC f 6" PVC 6" PVC 6" PVC ( 6" PVC \ ® ( 919.821.0805 T 919. B2L 0720 F
a- a_ a- a- a. a- a- a- a~ a. a. a- a aJ 1 a- a- a- a- a- a- a- a I I y I www. cherryhuffman. com
. I SD 0 I I I i, CO Sl CO I
~ SD CO SD CO SD CO SD CO SD CO SD CO SD 0
- SU - - - - - - - - - - a~?ua4na~
~ ~ SD I axSDS a~Ds i. I I ¢
' ® I ax5 ~ 1,221 SF q~DS 1,259 SF 4z5DS 4x5 DS 4z5 D5 4z5DS 4z5DS I I 1,179 SF 1,358 SF 828 SF 884 SF 989 SF 999 SF 5D3 4x5 DS L_ SDCO ~~,,,C,O OS~pPE~gRc,~y ~i~r `~~`~~~•..~PNDS~gA~-9'I~~r 4x5 DS 4x5 DS 4x5 DS 827 SF I . OSF 999 SF 999 SF 999 SF ;',?a y%• : : o F•. ;
~ I 1,119 SF ( I ~ i ~ r
I
I I 3~ SF ( I i (1 ~ Q~~ i i y ti ~
• I
I I
I I I ~~~hrnu~ga~~~, ~~~4nuunn~~`,
. I I I
I I CONSULTANTS
I x I I
I I I I LANDSCAPEARCHiTECTURE
. I I I McNeely Associates, P.A.
• I I P.O. Drawer 30126
I I Raleigh, North Carolina, 27622
I I 919.782.9677 T
' ~ L 4x5DS I I
I I 412 SF ( STRUCTURAL
. I ~ . p ~ 4x5 DS / 1994 F ( Lassiter-Hopkins-Chang
• b I 4z5 D5 4 S . I I _ _ _ _ _ _ 8 PVC _ SD CO z5 DS 4x5 DS I 1015 Watle Avenue
I 1150 SF ax5 DS 2,1~ SF ax5 ~ 6' PVC 956 SF ° ~D CO I sy 1,538SF 1,575SF I I Raleigh, NC 27605
® ~ I I I ~c I 919.82.5587 T
n - - - - - - - - - - - - - ' I I s' Pvc - - I I
~ DC ( I PLUMB, MECH, ELEC 8 CIVIL
• D CO ® 4x5 DS a -a ~a -a -a -a -a -a ~a -a ~ ¢-a ~a -a ~a -a -a ~a -a I t,9165F I
• I 4z5DS . 6" PVC ~ 6 PVC 6' PUC 2,351 SF I ( Dewberry & Davis lz5 DS 4z5 DS 4x5 DS 4x5 DS 4x5 ~ I I
- - - - - ,351 SF 2,351 SF 6" PVC 2,~1 SF 2,351 SF 6' PVC 2,932SF I I 2301 Rexwoods Drive Suite 210
I ax5 DS • I I I I Ralegh, NC 27607-3366 J ( 919.881.9939 T
SD g" C 6" C I a18 SF ax5 - - - - - - - - - - I
' 3 ~ I - - - - Ao9 SD C ® so c - - - - so co ® I ® I ROOFING CONSULTANT
- - - - - - - - - PV 8" C Q- - - - I I
18fiSF - 138SF . I S CO C 6" 4x5 DS ~ I I Stafford Consulting Engineers
\ 664 SF I ( 7424 Chapel Hill Rd. Suite 102
I - - - - - - - - - - - - - - - - 1 - - - - - - - - I I Ralegh, NC 27607
• I \ Cdumn I 138SF ® C~ I ~ 919.852.1088 T
CO . \ I I
' 6'PVC - - - - - - - - ~ I I FOOD SERVICE
0 0 o I I Foode~gn Assocates
• 4~5 DS D CO "PVC I I 5828 Oak Drive
LEGEND {This Sheet Onl) ,,2885E 4x5DS~ I Charlotte, NC 28227 4x5 DS I I 704.545.6151 T
2,949 SF I 2,949 SF I
I ® I I
' S ~ DETAIL FLAG DETAIL #/SHEET # - - J axsDs ~ SDCO 6"PVC ~ 1.503sF I i I PROJECT
' I - - • I axSDS-
1,059 sF ,4~°~ "PVC I ~ E-22 Elementary School
PROPOSED STORM PIPE i I I I WCPSS Project No. 000-0000
I I c ry~N ~ ca a~~ a
' PVC POLYVINYL CHLORIDE PIPE I ~ axSDS- ® " 4z5DS 4x5 DS ~ ~ I I Towrwhip, Wake County 1,Ot8SF I
• 8 6"PVC 1,345 SF 1,Ot8SF . .
• RCP REINFORCED CONCRETE PIPE ~ ~ SD CO I "~c I ( I ~ Site Plan ~ I Submittal
D ~ ( ( i I CLIENT
CPP CORRUGATED PLASTIC PIPE
I 4z5 DS 6"PVC I
5 I 4z5DS • SD CO STORM DRAIN CLEAN OUT 6, PVC az5DS 2,0185E 2,0185E I 8"PVC I ( ~ I
-6 I I _ 1.263 SF . ~ I Wake County "~,c ( I I
• ~ CURB INLET I Public Schools
( I 91191g}850-1600 ~rolina 27610
' ? CATCH BASIN I ( ~2fazsos I I I 1551 Rock Qwrry Road
6" PVC 3,721 SF 4z5 ~ • I ( SD CO 2,018 SF 4z5 DS I ( I 2,018 SF I I ( I ~BU C
® STORM DRAIN INLET STRUCTURE I
I 6" PVC Pvc I I i I ~Q S
I I I I ~
' I I
. I 4x5 DS I 2,018 SF 4x5 ~ D CO I I = 2,018 SF I I
"PVC I I V fA
' ~ I ~o" Pvc I I
/ I
' / 5 STORM DRAIN I i I b 7jy
/ / / -60 CLEAN OUT TYP. ax5 DS 4x5 DS I I ~
~ 2,0185f • / 2,ot85F 10"PVC ® ( I
I I PROJECT NUMBER:
• ~ / I I CAP22
See Sheet L-608 for Storm Drain / Rims, Inverts and other Information BEFORE YOU DIG I
I PHASE:
• • 4x5 DS 1,136 SF 4x5 DS 1138 SF I I Site Plan Submittal
See Enlarged Gradin Plan CALL 1 800 632-4949 i 4z5DS 4z5DS g N.C. ONE-CALL CENTER t~7S 1,287SF 2 PUC 6"PVC ° I I DATE:
I " " " 4z5DS ~ 4>G5 DS • Sheet L-302 s Pvc s Pvc s' Pvc s Pvc , tsa sF " ~ s" Pvc _ D ~ I I 03 08 07
ITS THE LAW I 776sF cower 178 SF I I I DRAWN BY:
r s" Pvc
Pvc " s'PVC axSDs I I KMD
GRAPHIC SCALE i soco " ' ' ' • - - I SD 1,227 SF 2,349 SF 2,349 SF ~ I I I CHECKED BY:
. Zo o ,o zo 4a so L _ I ~ DEP
•S.L•JlJJY L 1i Lt LL • •LL'i.~L L L L 4 - - - - - - ~ - - - - - - - -
s" fVC X238 SF EA \ s" Pvc I I I
4x5 ~ ' (IN FEET) 'o, SD 1,570 SF I REVISIONS
7 inch = 20 f~. \ l so co moo" ~rc_ _ _ ® I I n~. revision dare
~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 n • GENERAL NOTES: \
\ \ "PVC ( ( 1 NCDENR First Review Response 0417 07 4z5 DS I I 2 TOC 1st Reveiw Responses 04 25 07
1. Roof drai a collection em based on roof drains areas and 4z5DS nag syst ge downspouts locations provided by \ \ Stafford Consulting Engineers per digital file received February 12, 2007. \ \ 1'~ ~ 1,359 SF ( I
' 2, All r f \ I 0o drams at 1.0% minimum slope Class 200 PVC typical unless otherwise noted.
\ \ fs" Pvc ~
Cary Project Number 07-SP-022 \ \ ~ s"Pvc ( t
• \ "PV axSDs s"PVC I ~
\ SD ~ ~ 4~b DS \ 722SF 4:b DS ( I 722 SF ~ SD CO I I
\ \ x r
TOWN OF GARY ~ I I
~ L,/VLIT I I
Approved by Date: <
1 Planning Date: I j Roof Drainage
Collection Plan L_303
Engineering Date: I Z , c i .
Z- I i I

Cary Project Number 07-SP-022
Town of Ca - Gradin Notes: Z DRAIN INLET APPROVED CHERRY HUFFMAN
-so 1YPICAL 1. To minimtre damage to ezistting trees near the int~ior edge of buffers and stree of buffers and streetsccapes, the contractor shall cut TOWN O F GARY 135 E. Martin St., suite 101
minimum 2'trerrches abng the limits of disturbance, so as to cut, rather than tear r ~ rather ~ tedr Raleigh, North Carolina 27601
2. The tree protection fence fall be maintair~d on the site urna7 all site work is cor ~7 all site work is canpleted and the final site Approved by Date: 919.821, 0805 T 919.821.0720 F
5 inspectioe poor to the certificate of occupancy (CO) is sdredu~d. The fencing shall The fencing shall be removed prior to the-final site planning Date: www. cherryhuffman. com
34. inspection for the CO.
Engineering Date: ,,,,`.R~N~~~gR~~ ,,,,p¢~N~~CAF~~j~ ~O,~,i
35.0 3 334.3 334.
GRAPHIC SCALE • • • - ~ ~ • ' ' • . N • `~0 • •S~APE qR • ~~i ; .~'P N D S Cq 9 ~~i
34.9 ~ •a0 C•' ,o' 10 0 5 10 20 40 ~ : v y'~'. ! ~ : ~ F
333.8 ~ o • 4.1 3. ~ .O ~O• ~ 9. W C-39 ~ :W 9 A:
~ .Y <i: :m r: .s Q. .
604 ~ roc roc roc (IN FEET) ~Oti ~`~b ~ ~ ; ' C
1 inch - 10 ft. ~~F~ ~ ~ 1 • ~
334 ,,~''~i, ~~ASSOi ~ P, ~t~n~ ~u~~~e,,,,,,,
• ~ 4
' 5. 5. 5. 335.0 335.0 335.0 334.33
CONSULTANTS
• X X X
334.3 335 0 4. 3 33 3 34. X 334.3 334.3 X 334.33 LANDSCAPE ARCHITECTURE
• 4. 3 4. C 0 0 0 4. 0 4. C04o 334.9 33,9 McNeelyAssoaates,P.A. ~4.9 0 334.9 ~ P.O.Drawer30126
C06 ~ • 3 5. rr ,r rr 8 RCP 12 RCP 12 RCP RCP 334.0 ~2" RCP 12n RCP 15"RCP Raleigh, North Carolina, 27622 919.782.9677 T
3 4.1 o C05 0 0 3 4.2
0 0 0 0 STRUCTURAL
. . . . . y 3 4.2 334.4 334.4 Lassiter-Hopkins-Chang
• , C~, 1015 Wade Avenue Raleigh, NC 27605
0.V Q ~ 919.82.5587 T
.0 4. 35 3 0 3. ~ .5 4.1
• 4.9 ~ PLUMB, MECH, ELEC & CIVIL
4.5 0 2.0 /o C07 ~ +--r
.3 .5 X 334. Dewberry & Davy
334.0 2301 Rexwoods Drive Suitee 210
334.1 34 3 3 4.0 Raleigh, NC 27607-3366 919.881.9939 T
• 4. 34. 0
. 4.2 ° ROOFING CONSULTANT
34. 333 Stafford Consuking Engineers
3 STORM MANHOLE p 0 7424 Chapel Hill Rd. Suite 102
4. -s~ 4. TYPICAL Raleigh, NC 27607
919.852.1038 T
FOOD SERVICE
ENLARGED GRADING PLAN GENERAL NOTES: LEGEND (L-300 Shee# Series Only) Foodesign Associates
. SCALE =1"=10' 1. Field ropographic informatlon graphic information taken from digital file by Taylor, Wiseman & Taylor 5828 Oak Drive
Engineers, Surveyor, Saentish CURB INLET 1 2. The wetlands and stream Iota Surveyor, Saentists dated October 1, 2006 Charlotte, NC 28227 ends and stream locations subject to Town of Cary Riparian Buffers shown hereon are 5 704.545.6151 T
npI -so LIMITS OF DISTURBANCE based on field ties ro the flag: . CAL field ties to the flags set by Trigon Engineering Consultants, Inc. _60 DETAIL FLAG DETAIL #/SHEET #
AND PROPOSED TREELINE
_ 300 _ _ EXISTING CONTOUR AT 2' INTERVALS PROJECT
I
v V v v v / r r f / r 1 v v See Sheet L•608 for Storm Drain 2~ PROPOSED CONTOUR AT 2' INTERVALS E-22 Elementary School
v `v ~ A ` \ ~ A ~ \v `v 1V / / l I II 1 A\ V AI Rims, Inverts and other Information WCPSS Project No. 000-0000
PROPOSED STORM PIPE CaryMNorth Carp ling
Township, Wake County
316 \ \ \ ` ~ ~ \ \ \ \ 1 \ \ / , I I \ \ \ \ - ~ _ \ ~ M~ ~ , \ \ / BIOrRETENTi N \ 1 \ \ \ Mills Park Drive is shown for Reference ~ TEMPORARY INLET PROTECTION Site Plan
~ TRAWSIRONBtl~Bt\\ ` ~ \ \ \ - BASIN #1 SECTION \ \ Only -See Drawings by Dewberry for
~ ~ - - -J. A ` \ v vv vv 11 v v \ v v v ~ v v _~k v v vv v A v v v A v v v Documentation regarding Mills Park Drive Submittal
~ ~ J \ \ \ ~ \ \ 1 \ \ \ \ \ ' v v v v v v v v 1 ~ v v v 1 v v PROPOSED TREELINE/ CLIENT
a ~ ~ \ 5 s M RARY` LEfi ` \ , 1 \ , \I ~ , GRAPHIC SCALE CLEARING LIMITS LINE/
. ~ \ ~ ~ ~ PROZE-C~16N \ \ \ I 1 \ \ ~ \ ao
40 0 20 4o so 1so LIMAS OF DISTUBANCE Wake County
\ - Z - \ \ \ \ \ t - Public Schools SF SILT FENCE 1531 Rock Quarry Road
~ ? \ ~ \ \ \ 1 \ \ 1 \ \ \ \ ? _ \ \ Raleigh, NoRh Carolina 27610
\\~f~ - ~ \ \ \ \ ` I \ ` \ \ \ ( IN FEET) (918)-850.1600 1 inch = 40 ft. TPF TREE PROTECTION FENCE
\ \ \ \ \ v v 1 \
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~ \ ~ - \ \ \ 1 \ \ ~ RCP REINFORCED CONCRETE PIPE Q~ Du C S ~ ~
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\ \ \ \ ~
\ \ ~ \ \ ` \ ~ ~ 23 STORM DRAIN INLET STRUCTURE ~ ~ ~
~ \ ~ ~
~ ~ x ~O,Op PROPOSED SPOT ELEVATION y~J
T i1 ~ FES -FLARED END SECTION ~ * i ~ ~ BEFORE YOU DIG
/ ~ PROJECT NUMBER:
L~ ITS OF DISTURBANCE ~ " " " " " ' STOP / ; ; CALL 1 800 632-4949 RIP RAP PROTECTION (INLET & OUTLET) CAP22
• ~ AND~~PROPOS TREELIN - _ • ~ E _ •..r.. s• \ ~ ~ / ~ i N.C. ONE-CALL CENTER
r / \ \ 1 / ~ \ : I ~ i IT'S THE LAW PHASE:
i I ~ ~ i ~ ~ % ~ FFE= 3~~5~ FINISHED FLOOR ELEVATION Site Plan Submittal
\ ~ \ \ \ \ \ \ \ ~ \ y.. / / ..v.: ~ ,y l l ~ ~ ~ ~ / ~
\ \ ~ \ \ \ 1 ~ \ \ ~ .l'. ~ , DATE: ' ~
\ ~ ~ ~ ~ \ \ ~ : " : ' . ' RAP ROI ' . R~ RAP ~RON ~ ; a3 oa o7
~ ~ \ \ \ \ ~ \ ':y..........y ~ ~ ;
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\ ~ . \ \ \ \ \ \ \ i / \ v vv V v~ A`.`Vvv vv vv vv v vv v ` ' vv vv ` 1 ` ` vv I 1 / I I I i - r ` v vv \ vv ~~l \ ~ ~ ~ _ _ 300 _ 135 E. Martin St., Suite 101 , \ ~ ~ \ EXISTING CONTOUR Raleigh, North Carolina 27601
\ \ ~ . \ \ \ \ \ \ \ \ + \ \ \ + ~ ~ I I I \ 1 \ ` \ \ \ . ` ` . \ \ \ \ \ \ ` \ \ \ \ \ \ \ \ \ \ ` ~ / I I I ` ' \ \ ` \ v \ ~ v v v v A~ v` ` v v v V `v v Iv 1 ~ I I v 1 / v A v vv v A ~ ~ \ ` \ \ \ 919.821.0805 T 919.821.0720 F
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\ ` \ ` ` \ \ \ \ \ 1~MP0~tAkY S~DIM \ 1 1 1 I I I I r 1 \ \ \ ` \ ` \ \ \ - 0 TRAP\#4` \ \ \ \ - \ 1 I I / I I r 1
` \ v vv v v v \ v v v v v ~ v 1 1 1 1 I / / I I i r ` ~V vA A A A ` \ \V ` A vv ` + 1 I I ~ 1 / / I 1 r r r ~ r ~ ~ r r i r ~N 0~~ '4 '(N 0~
\ \ . \ \ \ \ \ ~ \ \ \ \ \ \ \ 1 1 1 1 1 1 1 / / 1 I 1 ' r r ll~~ ~ ' ~ l r r r PROPOSED STORM PIPE o~ ' ' ~ • • ~ 1 I 11 / l ~ I / l rr ~ ~ • aoSGpPE qRc, 'i,'i ~~~:.~P N O S CqA ~9 r
\ ` \ ` ~ GME L`RET IN(~ ALL W 4' F ~ 1 + 1 + ' / / ' ` ' 1 I / / j I / l ~ j ~ ~ ~ : :t~ F•:
~ \ \ \ \ sQ E(~IN IAA P~SE~.\ \ - I I I I I 1 / / / 1 / r~ r' i / i~ i ~ ~ ~ ~ ~ LIMITS OF DISTUBANCE : ~ '
\ \ \ \ ~ \ \ 2 ~ \ EVEL PREADER I ~ I I ' ~ \ / / ' ' r 1
\ ~ \ \ \ I I 1 TEE ROT CTION FEN \ \ / / KRILE'~TA6IN( ~ ~ TEMPORARY CONSTRUCTION ENTRANCE '•.,;(y'•••...•••'• ~ '%,y~•' • Q ~n \ ~ P . i ~ \
~ \ \ ~ 1 , \ ~ \ \ \ \ \ \ ~ ~ t , 1 1 ' 1 \ \ 1 f I S(R1~PED i \ ~~~i~,+A8S0,,,,,~`~ q,~~~~~uruu~~~~~,`,,
_ ~ ` \ ~ - 1 , ` , ~ 8 PORARY SILT F,~NCE I ~ _ _ ~ ~ v v v _ > ~ / ! , I I 1 v ~ ~ I BhRROW®SOI~pREh
\ \ , / / / , I 1 \ -60 TYP ~ ' i 'CONIRACTORB~UIPh1~4IST ~i \ \ ~ TEMPORARY INLET PROTECTION ACfOflEQUIPr+~(ISTORAGE ~ \
~ i ~ \ \ CONSULTANTS
i ~ ` \ ~ ~ ~ EXISTING TREELINE
v vv ~ v v v \ v v v 1 1 v v v v v v , I I ~ LANDSCAPE ARCHITECTURE ~ , ~ ,
\ \ \ - - \ \ ~ \ 1 1 \ \ \ 1 I v V , A _ v AV A V A\ A 1 1 1 AV A ~ v I ii PROPOSEDTREELINE McNeeryAssoaates,P.A.
r ~ \ P.O.Drawer30126
\ \ \ \ \ ~ S`~ + \ \ ` ` ~ ~ \ ~ ~ ~ ~ ~ \ \ t \ 1 \ \ \ jam.. s~\ \ \ \ ~ TD> TEMPORARY DNERSION DITCH Raleigh, North Carolina, 27622
` 1 \ \ \ ~ . \ \ \ \ \ \ 1 \ \ l \ \ \ \ \ \ \ ~1 919.782.9877 T
( TEMPO Y DN~RSION 4 \ ~ ' \ + \ \ \ 11 \ \ ~ \ BF BAFFLE FENCE ~ ~
' DITCH TYPICAL ` ` + \ \ 1 ` ` \ t 1iI STRUCTURAL
1\ ~ i SF SILT FENCE Lassiter-Hopkir~-Chan
~ ~ ~ _ ~ ~ ~ \ ~ \ \ \ \ \ \ , I \ \ 1 SKIMMEQ SEDIMENT BASIN #1 DP P _ 1 R E IF,r~ST1lRBAN~E , \ 1015 Wade Avenue g
\ - - - ~ ~ \ \ -607 E~TION & RERMANE X \ \ \ SED TR ELI I ~ ' T'PF TREE PROTECTION FEN Ralegh, NC 27605 ~ , i CE
+ \ ~'#t' ~ ` \ t \ r ~ ~ ~ i ~ 919.82.5587 T ~1 , 1
\ 10 F ATIN MMER~tAIN ~ Ilt `i z ® PROPOSED SPOT ELEVATION
\ 1 i ~ PLUMB, MECH, ELEC if< CIVIL
\ ~ \ \ I < 1 • \ \ \ , \ \ \ \ _ ~ I I ' ' ~ ~ 23 STORM DRAIN INLET STRUCTURE Dewberry & Dads
\ \ 1 ' ~ \ ~ \ \ \ \ ~ ! , I I / EXISTING - --EXISTING ~ i 1 2301 Rexwoods Drive Suite 210
\ \ 1-~ \ > / / / / TREES TOREI TREES TO REMAIN ' i i I ' i i i 1 ~ ~ FES -FLARED END SECTION Ralegh, NC 27607-3366
) ~ 919.881.9939 T
• _ vv A ~STI~j A `v ~ ! ,r l /1 l / ~ / l 1 , \ II~CEJ T~~EMAI ` \ , / / ! / ! / j / - ~ i r
~ J - ~ i ~ / r ROOFING CONSULTANT ~ <m ' ,i ~ ( rJ RIP RAP PROTECTION (INLET & OUTLET)
` \ \ \ ` It 1 \ , ` / , / ~ / /rte/<TDT <m / - dd.L - ~ ~ i ~ rr Stafford Consulting Engineers
j ~ ~ ~ 7424 Chapel Hill Rd. Suite 102
\ A .r app ` \ \ \ \ ~ \ \ \ \ \ \ \ \ ~ \ i ~ I ' / _ _ i ~ i ~ ~ TURF REINFORCEMENT MAT Raleigh, NC 27607
~ I it ii + i ~ i i SEE SPECIFICATIONS 919.852.1038 T
` \ , , \ . \ . \ \ ~ ~ \ \ I I \ \ \ \ , \ 1 \ ~ `gyp ' + I ~ I / \ I I / + ~ ~ i ~
i \ \ \ . \ \ \ \ 1 \ \ \ \ ~ \ I I -TPF-~._ ~ t ' ~I ~ ~ FOOD SERVICE
1 ' 1 I i i ' ~ ~ ~ Foodesign Associates
r 1 1 1\ 1' \ \ I I I 1 \ \ I I r'' I I \ \ \ I I ~ I ~ ~ ~ ~ ` 5828 Oak Delve
' \ ~ \ I \ I / , / ,_J \ 1 , I / 1 I I / 1 I ~ I I TD•+~~ TD <TD.~.~ ~ ~ i \ \ Erosion Control Plan will be Reviewed Town of Cary will NOT issue Charlotte, Nc 26227
• - _ ! / _ - - ,I v I l i i I i ' + ` + I ------__,IIaRE REINFORCEMENT i " f II I I ~ /`v and Inspei~ by NCDENR a Gradiing Permit for this Project 704.5x5.6151 T
- _ ' / / / r'' _ ~ ~ ' I I + 1 I y/ M~~~R' \ -60 / I I I ~ ~ „J~ / ~ ~ , ~ ~ i ~ ~ \ ~ ~
~ ~ I i , ~
I ~ ~ ` PROJECT
I ~ , ~ SEE PLANS BY DEWBERRY FOR t ~ ~ ; ROW EROSION CONTROL E-22 Elementary School
' / \ \ I
_ I,. / WCPSS Project No. 000-0000 ~ \ ~ 1~ 1~ 509 Mills Park Drive
_ ~ i / / / / r / 310 / / ~ ~ ~ ~ Cary, Nortfr Carolina ~ . ~ ~ ~ ~ ~ Township, Wake County
~ ~ ` / , / , ~ 1 ,A"' • - / ~ 4 TEN~PORARY DIVERSION / I / _ , ~ ~ , DENUDED AREA - (On-Site)
- - - ~ / / / / 6 ~'€M~ORARY~3ICT FENCE - DITCH ICAL / / I~~ ~ (21.18 ACRES) 922,693 S.F. Site Plan
~ r ~ \ / ' i X60 TYP \ /l ( i \ _ - ` ' ~ Submittal
\ See Detail Sheet L-605 for Construction CLIENT
l r / / / \ / r l , I ~ ~ uence and Seedin Schedule ~ ~4 9
\ / / / , / / / \ I , ~ ~ ~ ~ Wake County
. I I I / / / , / / / V 1 I / J ` _ I ~ I I I , / / / / / I I I / _716-_.. \ ~ Public Schools
' _ 1 1 ~ / ' / ~ i i / _ _ _ / 6 TEMPORARY INLET ~ I ( /r \ 1 / ~ \ j 1551 Rock Quarry Road
1 1 , / , r / / , _ _ / ; , I 1' / , ~ / / ~ -6 PROTECTION TYPICAL ( \ ( / / ~ ~ , See Detail 41L-608 for dimensions extent Raleigh, North Carolina 27610 ~ ~ , , i (918)-850.1600
- ~ -'Ili / / / I I / / 1 / v 1 + ' ` ~_I , / , , / , ( / / TREE ROTECTION PENCE \ ( , 1 \ I p / / ~ , , of rip rap at all flared end sections `
~ ~ \ ~ lJ
• 1 1 r ~ l I 1 I / ~ ! \ ! / ' 1 1 ~ I I I I ! I I 1 ~ 1 ' ' / / 'tlp l A A I 1 / ' , ~ e~B ~s
1 ~ I I~ / , / r ! / ~ \ \ 1 I / 1 I 1 1 I I I ( / ! / , / , / / / , ' INSTALL S~RM DRAINAGE NES AND \ ! / ~ ~ ~ ~ I ~ GENERAL NOTES; ~ ~ ~ i I ~
1 1 I I I I I I l 1 / ~ , / 1 r / / / \ , \ \ 1 I I ! 1 1 1 1 , r l I / , / , r ~ ® INLET PROTECTION IN P E 3. SEE 1 v 1 I I r i 1 i i ~ 1. Field topog2phic information taken from digital file bYTaylor, Wisem~r &Taylor
~ 1 r l 1 ~ I r 1 1' l l l ~ l / •~ONSTRUCTION SEQU,FNCE SHEET L `~5. 1 I I / r _ -Y" I i / ~ \ ` ~ i ~ , Engineers, Surveyor, Sdentlsts dated October 1, 2006 J r \ ~ 2. The wetlands and stream locations subject to Town of Cary Riparian Buffers shown hereon are O
/ lr / ~ \ . ~ ~ based on field ties to the flags set by Trigon Engineering Consultants, Inc. f \
~ l 1 ( ~ , ! 1 I I I ~ ~ / I I-/ % ~~vv vv ~ I I ~ 1 it I / rr l ~ ~ V
1 1 l I I I ~ I I I / / / r' \ V , / ' I I I / 1 1 / I I ~ ~ I , , , - A , V V I , , ~ \ EROSION CONTROL NOTES: ~1~ i / I \ ~ ~y `~J
, / , / ~ I I I I I I , / ri / A \ ~ ,r vv 1 I I I 11 / / \ ~ 1, A preconsbuction conference is required prior to any land disturbing activity. / \ The site will be considered in violation if inspector is not called before ~iJ,r ~~7'
I I / / \ \ Cilo $ I I I I 1 I I I I I , / , / / , \ \ ~ \ \ 1 I I Cl I , / ! / ~ 'l construction begins, -~'I
rf r I I ~ I li 1 i ~ I 1 1 % / \ \ / \ \ \ 1 + I I r J , / r / ~'P ~ \ 2. Disturbed areas must be planted or provide temporary ground cover r
l/ l I I I I I 1 I / i v v ~ ~ , / vv 1 1 1 , 1 / / 1 I I ~ I I I 1 I 1 II INSTALL SEDIM 1VT AS CIS'' 804 ` / / \ 1 I I ~ I ` ! / • I 1 ~ h' ~ ~v V v . , . v \ I I I 1 , 1 I I 1 ~ . I + / / , "~l ~ within 21 slender days of the completion of any land distubing activity. ~ ~ PROJECT NUMBER:
I 1 I 1 ~ I I I I + 1 J \ \ ~ / INSTA L b~KIM ER S DIME BASIN I ' I I / • ~ I I I I 1, 1 `QAM IN PHASE,'2. ,SEE,CONBTg~ON, 4 M ~ ~ I I , r r / ~ ~ ~1 I 3. NCDENR approval is valid for erosion and sediment wntrol only.
I !r I 1 1\ ` \ ' 1 + S UENC.E~FOR M G bP T16N/' 10 FL TING SKIMMER DRAIN / ~ ~ ~H E~13. 9EE CONSTR ON I I , , / / ~ ~ ` 4. Additional erosion control measures maybe required at the direction CAP22 I , ~ / ~ \ of the environmental inspector during constnxtion.
` \ \ ` + I 1 \ AND REMOVAL (y~ THISfBA~IN dN ~ \ \ \ / ~"I ~EQ~1 NC~ SH~ET Lr605. I ; I , 1 ~ \ \ \ \ V A 1 l A y~ Y' I l / / ~ V A `v \ ~ r' V A I I I 1 I ~ r I ~I I / i' ~ PHASE:
rte`. \ \ + ' I ` F SHEET L-605. ,r I / 1 / l / / 1 \ \ \ \ - I ! / 1 \ \ I ' I ~ / TEM RARY DNE ION 14 ~ at ~ \ EROSION CONTROLNARRATNE
` \ \ I 1 ( r ' l 1 \ 4 ~SiQMMER SEDIMENT_BASTN #'1 / I 1 I 1 + + ` D1T H TYP CAL I +60 1 ~ l • V vv ` v ` I 1 vv 1 / ! , , / / / v v \ - SE &~E ANENT,~X,~ ; - III 1 tG04 ` I 1 I ~ vv ' I ~ ~ ~ f ~ ~ This site involves the constnrction of a collector road, 3-story 96,808 sf elerr~tary sdrool with assodated parking Site Plan Submittal / 1 ,
'v V v v 1 1 +V I 1 \ v l ~ l I ' l i \ ` . / I I I I A 1 ` 1 ~ I 1 ' \ \ service areas and recreational fields. The total parcel is 1238 aces aril krrown as the Hawes Tract. The site is DATE• ` ~ located in the Jordan Watershed and is bisected by a creek that rims north. The elementary sdmol site is
_ ` 1 \ I 1 \ ~...k.~s:: • , I I I 1 \ I I 11 I \ D \ ` ~ \ ~ I loafed In the southeast comer of the property. The erosion cartrol installation is diaided into 3 phases, 03 08 07
\ Phase one is from Green Level to Durham Road into the site and incl~les the credo crossing. Phase two
! , \ \ \ \ :,~s 2 BA~FLE'~ RISED~PIEN~' PON , , + \ \ \ indudes the remainder of the new road and the elementary sdmol site. Phase 3 is the elementary sdmol DRAWN BY: \ ~
DNERSION DITCH TO SEDIMENT I 1 ' ' \ \ \ ' ' I \ \ ~ site phasing as grading and storm dranage conveyance systems are installed. See sheet L-605 for the detailed
BASIN SHOWN ON EROSION CONTROL I I 1 1 ;r; _ -60 QONO , IC~L / , , I , \ + \ , t.:.. r \ ~ I I ~ \ I `v ` r' / / l I / ~ :a:;; I 'I' ~I i ' ~ 11 11 \V \ Av vvv - SHEETS BY DEWBERRY ~ ~ ~ ~ ~ ~ construction sequence. All drainage in all three phases will be dire•ted to temporary basins bV the use of KMD _ ~ ~ ~ temporary diversion ditches and permanent storm drainage cornieyarrce sysbems. Some of the basins will
I V ~ / , ~ ~ / I / I vv cv ~ \ ~ ~ ~ ~ be converted to permanent BMP's at the end of the job and when the project limits are fully stabilized. cHECtct:D BY:
\ + 1 S~EDIM~IT BAN WI'I'li. 4 / / / i y i a: 1 ' I ~ ~ I r \ 1 \ ~ ~
1 , v + \ RO DAIS#3 - / , / , Rf : s : :1; I : I 1 , 1 1 / v 1 v v A v / DEP ~~l GRAPHIC SCALE
\ ` \ / / I .c.. ..y^. I 1 602 q0, \ / ~ ~ so 0 so so izo zao REVISIONS ~ ` r
• \ - , , / / \ s~i :tai I, i~.: ~,..........J' I I I \ \ ` y _ ( 1 r no. revision date ~ ~ ~ r ~ ~
~ ~ ~ ~ ~ t ~ 1 Re-Issued for Addendum 0327 07
` ~ ~ ~ - , / , , / I : , ~iPO~Rx~IrrFENt~ I I ~~o , , ~ ~ ` ~ \ ~ / r , (IN FEET )
\ ~ ` ' ' ~ r 1 inch = 60 ft. 2 NCDENR FirstRevlewResponse 041707 \ it ~ ~ r l r r I ti ~ I / +1 +
\ \ \ ~ ` i ~ I ~ t i.; %"r a 1. ! \ „~....1....`,.. , ~ ddl ~ - ~ ~ ~ Cary Project Number 07-SP-022 3 T~ 1st Reveiw Responses oa 28 D7
~ ~ , ~ / 1 ......yam '1..........•,'`'.... ...1...1..'( \ I 1 . 5f ~ ? ~ ~ \ _ ...1.. I• 1 ~ . \ ~ I I ' / lr ,r / it _ i
~ ~ r ~ ~ / BEFORE YOU DIG APPROVED
~i-.\ ` IV~~RLIIYI VII~.EI•IEIYI /}r1 i \ A»».s: ..y.c«na.. .\i.. ..a~\,•~, ` \ 1\ \1 \ \ , \ 0I1l.ERSION~DITCH M1JST.REMA7N AT \ \ \ ~~ra,-'~'~~~ STEP
\ ` `-fifiA~.., ~ ~ \ TAE TOP OF SL~PE7~S. RADINC~ EXISTI ~ ; ! / TOWN OF GARY
` / , - + OCCURS. IT MUSFREMAIHAEjIV~ \ \ \TREESTD`REMAIN CALL 1 800 632-4949 TD`REMAIN'~~ ~ i N.C. ONE-CALL CENTER
,'i' r / Annmtiwrf by r1~tn•
vie Sf~' \ f!p _ Vll 1'UIVt,IlUIPl 191 ALL- I1M4`5.
\ .....~r.. it I Planning Date Erosion Control _
Engineering Date: L 201
~ ~ I I I I ~ Plan
~I

CHERRYHUFFMAN
• ND L-100 Sheet Serie LEGS f I Sheet Seas Only) 135 E. Martin St., Suite 101
Raleigh, North Carolina 27801
5 BEFORE YOU DIG 919.821.0805 T 919.821.0720 F
-s0 DETAILF DETAIL FLAG DETAIL #/SHEET # ~ T n ~ www.cherryhuffman.com
CALL 1 1800 6v32-4949 11 N.C. ONE-CALL CENTER rrNUrnubq rrau'uuuq~~
PEDESTF PEDESTRIAN ASPHALT PAVING _60 IT'S THE LAW ,,~rrr~~y1 CA~~~ ,,~rrr~~~1 CARO~~ ~i,~~
(LIGHT [ (LIGHT DUTY) •S~pPE•gR••~-9,i~i ~~~~~~~•.~'PNDS~gA~9~~~~
; 10
ASPHALT ASPHALT HEAVY DUTY PAVING _60 - - ° ~ • ~ • C-39 ;~gin: ~W
i~ 'Y AQ~ ~ i~1A `lam i~A Y:
12 F ~y duo': ~v~~•`~ , ~
n . 6" CONC 6" CONCRETE PAVING _60 F<y P ~ ' ~ ~~~',.,,,I,ASS00~ r~ ~~a~~ E ~u~~rerr,,,
GRAPHIC SCALE 5
4" CONC _ 4" CONCRETE SIDEWALK _60 ao o zo ao ao Aso
CONSULTANTS % 3
ACCESSI ACCESSIBILITY LANESTRIPING -60
( IN FEET) LANDSCAPE ARCHITECTURE 2
ACCESS] ACCESSIBLE RAMP _60 1 inch = 40 ft. McNeelyAssocrates, P.A.
P.O. Drawer 30126 4
30" C0~ 30" CONCRETE CURB AND GUTTER _60 Raleigh, North Carolina, 27ti22
919.782.9677 T
' 12 NUMBEF NUMBER OF PROPOSED PARKING SPACES GENERAL NOTES:
1. Field topographic information taken from digita(flle 4Y Taybr, Wiseman & Taylor 5 T R U C T U R A L
BENCHh BENCHMARK Engineers, Surveyor, Scientists dated October 1, 2006 Lassiter-Hopkins-Chang
2. The wetlanrb and stream locations subject to Town of Cary Riparian Buffers shown t~reon are
PROPER based on field ties to the flags set by Trigat Engineering Consultants, Inc. 1015 Wade Avenue PROPERTY LINE Raleigh, NC 27605
919.82.5587 T
ADJACE - ADJACENT PARCEL BOUNDARY
PLUMB, MECH, ELEC 8 CIVIL
EXISTI~ EXISTING RNER RIPARIAN BUFFER See Sheets L-401 and L-402 for Dewberry & Davis
Pavement Markings and Signage 2301 Rexwoods Drive Suite 210
' F-F FACET( FACE TO FACE Ralegh, NC 27607-3366 919.881.9939 T
B-B BACK Ti BACK To BACK Mills Park Drive is shown for Reference only -See Drawings by Dewberry for ROOFING C O N S U L T A N T
Stafford Consultlng Engineers
OA OVERAI OVERALL Documentation regarding Mills Park Drive 7424 Chapel Hill Rd. Suite 102
PUBLIC PUBLIC EASEMENT Raleigh, NC 27607 - - 919.852.1038 T
FOOD SERVICE
Foodesign Assoaates
/ ~ 5828 Oak Drive
/ ~ ~ ~ Charlotte, NC 28227
704.545.6151 T
~ ~ ~ ~
• ~ ~ PROJECT
~ ~ E-22 Elementary School
~ ~ • lOht400 ~
~ SITE TRUINGLE ~ WCPSS Project No. 000-0000 509 Mills Park Drive
~ ~ ~ Cary, North Carolina Township, Wake Cour?ty
~
Site Plan
~ ~ ~ Submittal
MONUMENT SIGN ~ 1 SEE ARCH. DRAWINGS ~ ~ CLIENT
SEGMENTAL RETAINING s ~ VARtABLEWIDTH ~
1 ~ -60 ~ TOWN OF fARY
WALL W/4 FENCE EASEMENT 1 ~ UTlLiIY E)QSTING 50' URBAW Wake County
TRaNSmoN ~1FFER 1 Public Schools
' I ~ ~ 1551 Rock Quarry Road Raleigh, NoRh Carolina 27610
i (919}850.1600
~ ~ ~
1 ~ , ~ / 1 - ~ /
~ e~B~ ~ s
1 ~ ~ i ~
1
1 J
L_ 0
STOC~ILE)STAGING AREA ~ cn
''TOPSOIL51RiPPED y~~
BORROWED SOIL AREA 6~ *
. R~.ao' , ~ONTRa~oRE~i~EMSraRA~ Cary Project Number 07-SP-022 V`
R40.Oa . ~ ~ i
I APPROVED PROJECTNImIIBER:
TOWN OF GARY CAP22 PHASE:
Approved by Date:
Site Plan Submittal
Planning Date: DAFE:
Engineering Date: 03 OS 07
DRAWN BY:
HEAVY DUTY PAVING 10 BIO-RETENTION KMD
. -60 ~
~ ` CHECKED BY:
30" CONCRETE CURB 4 ~ DEP
• ~ -60 AND GUTTERTYP. ~
REVISIONS
~ • ~ - - ~ CONTROL JOINT FINISH C/] 5
~ -so ~ ~ 4 CONC. (TYP) no. revision data
1 TOC 1st Reveiw Responses 04 26 07
~ ~
I , ~
24' R(~ 1 EXISTING 50' URBIW ~
' ~ TRANSmON Bt~FER ~ ATHLETIC PAVING 1 400 9 20.00' TOWN OF CD
TRIANGLE ~ -60 FIRE LANE PAVING _ 20.00' TOWN OF CARP
R40.00' UIIL11Y EASEI4E~ UTIUIY FASEMINT R20.00'
L - -
1
/ _ FIRE LANE Site r ~ n n
- - - - - - - - - - - - - - - - - - - - - - - - - - - J oo' X11111A L., -I uj
Z I\ Raw Rl . Plan

Mills Park Drive is shown rive is shown for Reference
Cary Project Number Q7-SP-022 See Sheet L-103 for Drawing Legend Only -See Drawings by Drawings by Dewberry for
• Documentation regarding )n regarding MIIIS Park DrIVe CHERRY H U F F M A N
135 E. Martin St., Suite 101
• See Sheets L-401 and L-402 for Raleigh, North Carolina 27601
TOWN OF CARY Pavement Markings and Signage 919.821.0805 T 919.821.0720 F
Approved by Date: BEFORE YOU DIG www.cherryhuffman.com
Planning Date: GENERAL NOTES: GRAPHIC SCALE ~ T 0 P
Engineering Date; 1. Field topographic informatlon taken from digital file by Taylor, Wiseman & Taylor ao o zo ao so rso ,,,,~NNUrrUr~rf,, ,,~~~pulnrNr~rr,, CALL 1 800 632-4949 ~~`~,R~N (,ARp~ CARO~~ •i••
Engineers, Surveyor, Scientists dated October 1, 20D6 2. The wetlands and stream locations subject to Town of Cary Riparian Buffers shown hereon are N.C. ONE-CALL CENTER • , • • • • ti e •S~pPE•,yR.,~-9 •ii C~ .•'~PNDS~q•. 9 ~i~
based on field tles to the flags set by Trigon Engineering Consultants, lnc. ITS THE LAW ;•~o cy.• A• , . c .w F•.
( IN FEET) :o v:
1 inch - 4o fl. ~ C-39 :'.I~ :W 99 ~IFe •r
I 1:0 : Q; •fi~• y. ~r
24" RCP
g ATHLETIC PAVING 5 4 HIGH CHAINLINK FENCE EXISTING 50 URBAN fHLETIC PAVING 13 EDGE OF ASPHALT W/0 CURB AND GUTTER ••i ASSO~~ '•i S E • 0`
I -60 -60 FIRE LAN • 1 40D TRANSITION BUFFER E PAVIN( :RE LANE PAVING '`'rr,rn~nua``t r~~rrunrrur~++`t -so (TYp~
TRUWGLE PARK GATE 7 9 DOUBLE GATE - 6 I 20.00' TOWN OF CAR' 20.00' TOWN OF CARP 11 PEDESTRIAN ASPHALT PAVING
AND KNOX BOX -60 R40,00~ -s0 • L - UTILITY EASEMENT MM' EASEMENr -so CONSULTANTS
R2o.oa
I LANDSCAPEARCHITECTURE
_ - -FIBEl1NE---- • I ~ - 20=~----------- -
/ - - - - - - - - - - - ~ McNee~r Associates, P.A. O(Y R10.OIY RI.00' P.O. Drawer 30126
~ s ~ I W _ ~ CURB RAMP 2 ,
I / I 32.ao ~ ~ @ CURB AND GUTTER -60 Raleigh, North Carolina, 27622
R40.00' R40.00' 919.782.9677 T
6.OlY pgT R35.00 _ „ _ a _ - _ „ _ „ _ _ 30.00 11.00' 6.00'
0 STRUCTURAL
DQSRNG NEUSE RNE - . _ - ( Lassiter-Hopkins-Chang
• ~ 4" CONCRETE W PLAY SURFACE I I ~ r_, / „ RIPARIAN BUFFER 6.00' 4 CONCRETE 9.12' I 1015 Wade Avenue
Q ~ ~ ~ PER MANUFACTURE S SPECS. ~ ~ I SEGMENTAL RETAINING 6 Raleigh, NC 27605
I ~ RS.oo' ( I~REd( " la. 19 _ EXTEND 4 CONC. WALK TO I~'~, fi.~3' WALL W/4' FENCE -60 919.82.5587 T
~ ~ ;L,, ~ BUIIDUIG/DOORS AND IN FRONT OF BENCH EXTEND 4" CC HEAVY DUTY PAVING 10 8.00 BUIIDINGANI EI(iH~ID 4" CONC. WALK TO BUILDING AND IN fRONi I /
-60 .OiY 32.00' ' 3 ACCESSIBILITY LANE n n OF~iVCH ~ PLUMB, MECH, ELEC 8 CIYIL
I BUILDING B I -60 STRIPING (lYP) J ~I / Dewberry & Davis
I _ ~ ~ i THREE-STORY CLASSROOM I 30 CONCRETE CURB 4 2D 7 7' i ~ 2301 Rexwoods lhive Suite 210
-so 10 1 2B.oa I AND GUTTERTYP. g ~ WING I / Raleigh, NC 27607-3366
• I 10 10 CONCRETE WHEEL STOP 00 I TRASH ~ 5.13' -60 (lYP) I / 919.881.9939 T
PER SPECIFICATIO ATHLETIC PAVING g , 5.00'
• (Sec.02B00) p 00 FIRE LANE PAVING -60 1 . ~ 6.00' - - - - - - - -
° I I MUIn-PURPOSE / ROOfING CONSULTANT I 290.00 Stafford Consulting Engineers
I I - - - - - - I FIELD #i / 7424 Chapel Hill Rd. Suite 102
I - _ _ _ _ _ _ J Raleigh, NC 27607
5 - I I 6,00 I / 919.852.1038 T
.00 ~ .00 ] 0.00 R40.00' I /
X90. _ ~ 20. 20~, I FOOD SERYICE
12.50 30.00' - - - - - I / Foodesign Assocates
• TRASHCAN I• I 5826 Oak Drive
197 BENCHES TYP. I ~ SPEa~c~n~ SEE ARCH DWGS TRASH ~ Charlotte, NC 28227
(sec 02800) PER SPEC[FICATIONS ~___J ,
I L 9 DOUBLE GATE - 6 (Sec. 020) 840.00' I 704.545.6151 T
R10.00' -60 19 10 10 3 TAPERED CURB 15.00 15.00 _ _ _ i / PROJECT
, 9 9 -so IW /
9s o0
i ~ I~ E-22 Elementary School I I I ~ WCPSS Project No. 000-0000
• I 2 ~ EXPANSION JOINT FINISH E/] 7 ~ / 509 Mills Park Drive
6 10.00' AT STRUCT R -s0 I 6 6 52 0o U ES (lYP) I ~t C ( I~ 155.00' 1! Cary, North Carolina
• 5'x20' PASS~GER LOADING ZONE LG Township, wake county
I CLASSROOMS I R1o.atr R1 olr ' Site Plan
I s 4 ( I R2o.oo' Submittal
I
. ' BUILDING "An I R5;00' 22.00 R5.00' t L _ _ _ J ~ CLIENT I R10;OD'
25.00' • ONE-STORY 25.00' 20.00' TOWN Of GIRY
I s CONE TAPERED FLAGPOLE 10.0o I Wake County
I ' -s0 25 HEIGHT I I Public Schools
• 4 BIKE RACK (x2) I I K•Z PIAY f 1551 Rock Quarry Road
-60 (TYP) 12'x50' BITS lOADING ZONE I (9119)-g95 No pp Carolina Z7s10 t I -
I TRASH CAN TRASH CAN - ~ t
PBt SPECIFICATIO(~S - - - - - - - - 1 1
I - (Sec. 020) PER SPEC[FIG4T[ONS I (Sec.02800) ~5 s~a~ICanaNS I `;:I QvBU S
• 5 - - - EQUII 8 ` EQut~Na~r I - ~
S R70.00' S'x8'x4" CONCRETE PAD
I I J
i 0 I
_ DIESEL GENERATOR ;ESEL GENERATOR I V ~ ~ 4 CONCRETE W/PLAY SURFACE
, I " S ( i PER MANUFACTURE'S SPECS. I 4" CONCRETE PAD
' 4 CONCRETE PAD 22.00 ~ ~ :a.
R40.00' ~ , ~n~:~ ~ \ . ' I ~ 11 I I ~ b~ ~~y
• CONTROL JOINT FINISH (C/J) 5 PIPE BOLLARD TYP. 4 ` 4 #57 STONI -4" #57 STONE U DER I
~ CHILLERS BE 4" CONC. (TlP) -60 -80 ~`A ~ < ~ ~ ~ ~ . ~ ~ OF CURB INS: R40.00' 121. ~:r~,u;. CHILLERS BETW N BACK ~ I I FUNRE I-S4O OF CURB INSIDE F WALL I I PROJECT NUMBER:
( I I ~ CAP22
R40.00' ~ ~ ~ I 20.00' TOWN OF CARY
{ UTILITY EASEMENT : 5 L R30.00' 181. ' S 2 K-2 PAVED PLAY I PHASE:
• 5 27.00' f 27.00' 840.00' ~ I -60 f ~ ~ I Site Plan Submittal
t' .5~,. ~r 1 3/5 PAVED PLAY
BIO-RETENTION ' y ~ • ~ .-r-~- - - / -60 DATE.
~ ~ , I r r ~ . ~R10`00' - - I ~ 030807
I I < 85.00' 860 00' I
- 1. - I - I~r T G- - 1 .1 L - I p~~ M ~ < I 1 IV{I.W y DRAWN BY: J
I KMD
25.00'
' ~ ~ R40.00' CHECKED BY:
7 PARK GATE I DEP
I I -60 AND KNOX BOX I
REVISIONS
i no. revision date
10'X10' 4" CONC. PAD ~ 1 Added Pipe Bollards 04 09 07
TRANSFORMER LOCATION I 2 TOC 1st Reveiw Responses o4 2s o7
. I
I 12 6" REINFOF Z 6" REINFORCED CONCRETE PAVING I ~ ~
-60 I i0 ~ ~ r
~ I i
i~

I
r be r T W- ~ dop
XX XX Site
' XX - )0( xx )(X Plan L-102
1

. ~ ~ ~ / '
~ ~ ~~SZ` ~ . Cary Project Number 07-SP-022 / ~F ~
h ' N ~ S9~s4'` CHERRY HUFFNIAN
' W APPROVED '
135 E. Martin St., Suite 101
0 1 TOWN OF CARY ~ ~ Raleigh, North Carolina 27601
/,y~°y~' 919.821.0805 T 919.821.0720 F
i I Approved by Date: mvw.cherryhuffman.com
i FI I Planning Date:
I I I ~ ..X.. En ineerin Date: ' arCA~~ q~,,i ~ CARry~~~4~
9 9 / „ ~ ~q,uuur
~ i . v N ,Q •y~APE•gR.• 9 ~~i • .~pNDS~q•. 9 ~i~
I I P i ~ f~•• i ~ . u . ~
~ I
I
~ ~ / N89°34'29"E 307.00' • ° . , • " •
i ~ ~ ~ ~ ~ ~ ~ ~ g i ~ ~
2 ''~~2 ,,~~hNnSO"'`,~~ ,~~4rrprurUN~',,
~ N!F
~ ~ ~ ~ TOWN OF CARY S86°4T3TE 189.50' ~ ~ ~ ~ PIN # 0735-00-2296 x,50' CONSULTANTS
~ _ 240.079 ACRES / /
~ ~ ~ - ~ DB 8923 PG 1826 / ~ LANDSCAPE ARCHITECTURE
BM 2001 PG 922 ' ~ ,~t~~'MET ~ ~ (TRACTS 1, 2 & PROPOSED TRACT 3) McNeely Assoaates, P.A.
_'`'~MEr BACK: DB 2852 PG 431 ~ ~ / / P.O. Drawer 30126
\ ~ / ~ ?iET,,~„~_ BACK: DB 3426 PG 39 ~ BACK: DB 7315 PG 353 ~ / / ~ Raleigh, NoRh Carolina, 27622
\ ~ ~ _ ~ ~ ZONED = R40 / 919.782.9677 T
\ ~ ~ I POSSIBLE FUTURE
R-938.00 l 132.83 ~ ~ _ = 2 CH=S 06°42'S4 W 132.72 R 527.50 L 255 0 ~ ~ ~ CH=N 67°08'49" E 252.72 ~ ~ ti
MIDDLE SCHOOL SITE ' / S T R U C T U RA L
` / Lassiter-Hopkins-Chang \ ~ 1015 Wade Avenue
69;15 ~ wET--~ ~ W 13~ ~ / EST' MET ~ Ralegh, NC 27605
a, ~ ~T 1 i arr asvui ` '1~r I 919.82.5587 T
M - z~ i N R=892. _ ~ ~ ~ - ~ ~ - - WETLANDSTYP"
°z - 50 L 3.88 ~ ~ ~ ~iy BUi~ + _ ~ CH-N 8312'06 E 301.34 ~ Ll C1 ~ ~ ~ ~ ~C1 ~ PLUMB, MECH, ELEC & CIVIL
I , ~ ~ ~ ~g;15 113 ~ _ _ ~ ~ ~ . ` ~ 3,,,x,116 ~ ~ \ -530.00 L-468.05 ~
_ _ ~ o1T1 S 52°36'37" E 452.99 ~ ~ MAIN ENTRY ENTRY Dewberry & Davis
~ ~ \ ~ ~ ~ ~ 1 2301 Rexvroods Drive Suite 210 Raleigh, NC 27607-3366 '
1 I ~ / 919.681.9939 T
_ ~ I ~ a _ ~ EIQSTi~ _ ©(ISTING URBAN
~ ~ ~
~ / _ , ~ ~ ~ TRANSII'J R=967.501=334.84' CH- 13 W 216.13 ~ / ~ _ " ( I ~ \ TRANSIII~IBUFFER ROOFING CONSULTANT
~ CH-S 83°12'06 W 333.17 ~ / ~ T i 1 ~ TYP. ~ Stafford Consulting Engineers
a \ ~ 7424 Chapel Hdl Rd. Suite 102
_ PROPOSED / R=455.031;56~.9g \ _ o p~ CH-N 33 5615 W 526.95 ~ ~ ~ Ra~igh, NC 27607
~ t \ ~ ~ ~ MILLS PARK DRNE I ~ N , \ ~ 919.852.1038 T
O tp r I \ ~ ~ ~ 15 VARIABLE R~O,W,
~ p I 1 ~ FOOD SERVICE
45 B•B I- ~oC \ \ I ~ \ ~ , FoodesignAssoaates
1 ~ cn SEE DRAWINGS BY ~ w _ I ~eissrumw \ ~ 5828 Oak Drive
_ 1 I DEWBERRY \ R=530.001-266.01 I CH=S 12°55'51" E 263.22' ~ - r ~ ~ ~ /
a ~ ~ ~ I ~ ~ ~ / STOCKPILEJSTAGINGRREA \ ~ 1 / 704.545.6 5128277
z ~ ~roPSansrRIPPED 1 ~
w I ~ ~ BORROWED SOLI AREA \ ~ / ~ Sr~AGE \ PROJECT
w i I ~ I oc
I~ ~ ~ I ~ ~ ~ ~ E-22 Elementary School
~ ~ ~ I ° ~ WCPSS Project No. 000-0000
~ ~ ~ 1 / 509 Mllls Park Drive
\ ~ v ` J J / ~ I ~ti Cary, North Carolina
CURVE TABLE ~ ~ 1 / ~ I ~P~~~/ Township, Wake County I BIO•RETENTION Site Plan
/ ~ ~ ~ ~ CURVE RADIUS LENGTH CH. BEARING CH. LENGTH / / (
/ I I o~~~~ Submittal
. ~ Cl 457.17 39.20 N73°03 58 W 39.19 / ~ / ~ ~ I I v ~ I ~
C2 453.50' 18.11' N76°40'14"W 18.10' ~ I I / I I ~pGOe~'~ CLIENT
® C3 1425.00' 92.44' N ~ I ` I 00 2848E 92.42 / I ~ ~s~ I
I I I / Wake County
/ I 1 _ / ~ Public Schools 1551 Rack Quarry Road
- - Raleigh, North Carolina 27610
~ uRe~..--~ ~ i / ~ ~ \ / (919}850-1600
i•--- I al / ~
/ ~ I 1'
I ~ I a / I I ° rr " ~ I / Q C S BUILDING B I
/ I ~ I ~ THREE-STORY CLASSROOM I I ~
~ ~ ~I ~ I MULTI-PURPOSE ~ J~
~ _ ~ ~ o I L ~ - I I FIELD #1 O
• LINE TABLE ~ ~ ~ I I N AI I - - I I / V fn
I LINE BEARING LENGTH - T - - I i ~
I I L1 S52°34'47"E 31.90' ~ $
~ ~ ~ I I ~b y - - i~ - J 2,300 LF STACK I j - - hl *
L2 8 88.13' 8 I - 1 I I R-915.00 L-735.84
I L3 N87°30'47"E 10.31' I ` I ° la I I CH=S 17°32'28 W 718.50'
L4 SOl 26 45'W 26.27 'h, ~ I la e~ I I PROJECT NUMBER:
° ~ ~ ~ ( ~ _ _ L5 S01 26 45'W 60.37 I ~ R-2186.00 L-666.41 I I ~ I BUILDING "A" l~ I I ~AP22
r-~arw CH=N 06°04'02" W 663.83' o ~ " ~ ° C ~ L6 S07 08 08 E 10.05 I I I
L7 SO1°26'45'1N 120.14' I r/ ONE-STORY I I ~ PHASE:
~ L8 S09°58'36'1N 10.11' I I 3.5 PuY I K,Z ~ Site -Plan Submittal
I
~ L9 NOl°26'45"E 89.18' I Mills Park Drive is shown for Reference / ~ • ° , I - - - - - - - PNE I ~ DATE:
Only -See Drawings by Dewberry for uo N00 1621'w 50.02 / ~
m i nr r I i ~ Docu entat o ega ding Mills Park Drive L11 N09°58'36"E 10.11' ~ ~ ~ TOWN OF CARY I / \ 3.5 I I PAVED I N1F 03 08 07 PAVED I ~ TOWN OF C Y
p i n i I I 1 L12 NOI 26 45 E 36.72 PIN # 0735.00-2296 / ( I PLAY I PLAY I PIN # 0735-00- DRAWN BY; - ' ~ 240:079 ACRE
~ o ~ ~ ~ 240.079 ACRES ~ I GRAPHIC SCALE L13 N78 3244'W 10.03 1 I I IO-RETENTIO I ~ 1~ D68923PG 1 6 KMD
DB a923 PG 1826 I II L14 N84°09'15"W 10.06' BM 2001 PG 922 ~ I - _ _ _ 100 0 50 100 200 400 t~ r - _ ~ I I :Sn , n~ t , ~ / BM 2003 PG 890 891 I ~ z. " - - BM 2001 PG 9 CHECKED BY:
(TRACTS 1, 2 8 PROPOSED TRACT 3) I I ~ ~ (TRACTS 1, 2 & PROP05 D TRACT 3)
L15 N86°53'02"W 87.97' ~ s= ~ J • BACK: DB 2852 PG 431 I I ~ ~ ~ ~ - - - BACK: DB 2852 P 431 DEP
~ L16 S65°19'08"W 29.00' BACK: DB 3426 PG 39 ` I ~ ~ / BACK: DB 7315 PG 353 I "HOC N86°0620"W ~ (IN FEET) _ / / D I ~ BACK: DB 3426 39 ~DOO~ 0 I BACK: DB 7315 PG
30.56' ZONED - R40 ( 1 inch = 100 ft. 1 I ZONED = R40 REVISIONS
6 STAFFJSERVICE no. revision date
r ~ r` i r I I - ~ ~ ~ ~
N 8°0 20~W 1216. " ~ ~ ~ ~ PARKING ~ FU'TURE 1.540 1 Toc let Reveiw Responses oa 2s o7
3 SPACES ~ EXIT RAMP
N88 O6'20'W 7°.60' ~ ~ ~O( ~ N88°0620"W 329.73 ~ GENEtuI NOTES: wF / CONTROL CORNER
/ ~ ' " 1. Field topographic information taken from dig'~al file by Taylor, NNseman ah Tayla MI HOMES LLC NIF / 1 IRON PIPE FOUP CONTROL CORNER N88°04'W 556,31' ~ ~ CONTROL CORNER
~ Engineers, Surveyor, Saenbsts dated October 1, 2006 PIN # 0724-98-4977 / ~ N=749 513.17' 1" IRON PIPE FOUND AXLE FOUND N=749,513.17' N=749,494.30' '
MI HOMES LLC ''c ~e 1~I~C 2, The wetlands and stream locations sub'ect to Town of are DB 11367 PG 1774 BUS SERVICE ~ _ ~ ) Cary Wpanan Buffers shown hereon BM 1967 PG 67 PIN # 072498~d977 ~ ~ E-2,030,370.78 E=2,030,370.78' E=2,030,926.79'
based on field ties ro the flags set by Trigon Engineering Co~lAtants, Inc. ZONED = R40 DB 11367 PG 1774 ENTRANCE EIEV= 298.64' ELE11= 295.64' did Coordinates - A true NC Grid Coordir>ate (NAD 83) is \
BM 1987 PG 67 ~ ~ ELEV= 329.73' looted at the southeast comer the property, Coordinates ~
• ZONED = R40 _ , ~
F:lIiSTifIG UNBAIV i ro+naen me wrveff are ri/",-4".ju, t=L,uju,wt) /9 . o PRE ' /
TRANSIRON BUFFER i .01 All othe coordinate references are based on that comer as an R jOverall
origin, and on simMe (add) plane geometry wbout geodetic
TYP. L_ J D j 1 corrections. j Plan 1

~•X~Q ~ 3
CHERRYHUFFMAN
135 E. Martin St., Suite 101
Raleigh, North Carolina 27601
919.821.0805 T 919.821.0720 F
www, cherryhuffman. com
o
Q Oc,GAPE ~gRCy~9,,,ir~i ,,~~`~~~~~.~P N D $ ~'~A `~y i~irr
~ ~ c^. • -
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• ¦ ¦ ¦ ~ /~q~q~,~
-"h'
CONSULTANTS
LANDSCAPE ARCHITECTURE
McNeey Assoaates, P.A.
P.O. Drawer 30126
D Raleigh, NoAh Carolina, 27622
• TABLE OF CONTENTS 919.782.9677 T
• Cover Shee CARPENTER t• TOWN OF CARP PROJECT NUMBER 07-SP-022 . L-100 TOTAL ARF~ f238 ACRES S T R U C T U RA L
Overall Plan , L-101 PROJECT AREA (PROPOSED) f531 ACRES Lassiter-Hopkins-Chang
FIRE STATION RflA
• SitelLa out Plan. . Y , , L-102 PROPOSED USE ELEMENTARY SCHOOL 1015 Wade Avenue
Site La out Plan / y L-103 Raleigh, NC 27605
• Erosion Control Plan . , ' ZONING R-~ 919.82.5587 T • • • • ' • L-201 WAKE COUNTY PIN # 0135-00-2296
p Grading and Storm Draina a Plan. , L-301 PLUMB, MECH, ELEC 8 CIVIL
9 J ie Plan. MINIMUM YARDS AND BUILDING SETBACKS; Dewberry & oars
• v Grading and Storm Draina a Plan. , g p ie Plan. . . . . . . . , L-302 FRONT 50 FEET
~ Roof Draina a Collection Plan. . g L-303 2301 Rexwoods Drive Suite 210 an. SIDES 2015 FEET Raleigh, NC 27607-3366
• v Traffic Marking and Si na a Plan . Plant • L-401 919.881.9939 T
~ g 9
~ Traffic Markin and S' na a Plan . 9 ~9 9 s Plan . L-402 REAR 30 FEET
• Planting Plan. , . L-501 THOROUGHFARE CORRIDOR. 50 FEET R O O F I N G C O N S U L T A N T
Planting Plan. . L-502 WATERSHED R • Stafford Consulting Engineers
• Site Details. . ' BUILDING SIZE 96 806 S.F. 742dChapel Hill Rd. Suite 102 , , , . , , , , . , L-601 BUILDING HEIGHT 53 FT,~3 ST( Ra~igh,NC~76°'
Site Details, , , L-sot BUILDING LOT COVERAGE - EXISTLNG o~ 919.852.1038 T
• ~ Site Details, . , , , , , . , L-603 BUILDING LOT COVERAGE -PROPOSED 4,1 /o
Erosion Control Details. . L-604 O FOOD SERVICE
' PARING RE UIRED 115 SPACES Foodesign Ass°aatea
• Erosion Control Details. , ' ' ' ' ' ' ' ' ' ' ' L-soy PARING PR DED ( PRAM ~ 143 SPACES 5828 Oak Drve Charlotte, NC 28227
Basin 1 Section Details . , ' ' ' ' ' ' ' ' ' ' ' L-sos ACCESSIBLE PARKING RE UiRED 1 Van Included in 5 SPACES 7.545.6151 T
• Basin 2 Section Details . . , , , , , , , , , , , L-607 ACCESSIBLE PARKING PR DED 2 Van Included in 6 SPACES
Storm Drainage Details. , , . • , , . , • , , L-sos IMPERVIOUS -EXISTING 0 S.F. PROJECT
• Planting Details. , ' ' ' ' ' ' ' ' ' ' ' L-s09 IMPERVIOUS -PROPOSED 214 801 S.F 11.7°/0 E-22 Elementary School
Lighting Plan . , E-101 ~ ?
• Utilitly Plan. , ' ' ' ' ' ' ' ' ' ' LINEAR FOOT OF ROAD 2,465.L.F, wCPSS Project No. 000-0000 . , . , , • . , , c-101 LINEAR FOOT OF WATER 2 455 L,F 509 Mllb Park Drve
Entrance Road Plan and Profile. . ~ofile. . C-102 r ~o ~"hl°p'vv kel~o~?~
• Entrance Road Plan and Profile • . ~ofile • C-103 LINEAR FOOT OF SEWER l~ Pu~.IC ~cfir~-wA>~ 942. L,F. . • SltePian
Entrance Road Plan and Profile. . ~ofile, , C-104 Town of Carry -General Notes. Submittal
• Road Wideni Plan ng . • , C-105 CLIENT
Sanitary Sewer Plan and Profile, , ~ofile, , C-106 1. No changes to arty affect of this ate fan, irldud~g but lot limited to,landscaping, grading, building elevations
• San~ary Sewer Plan and Profile , C-107 (may cdors).lighting, or ub7ities wql be made witfrout tl>e approval ofthe Development Review~rree~the ~ofil~ Department of l4annhg and Deveopment Wake County
PROPOSED ~ Signing and Marking Plan , . C-108 2. The site shall be stal~rr~ed and seeded prior to the issuance of a oertigtxte of ocapancy. Public Schools
MILLS PARK DRIVE 3. Aq HVAC systems wiq be screened from off-slTe views. 1551 Rock Quarry Road
• g Signi and Markin Plan , . n9 9 . C-109 4. All dumpsthr and ardboard reLyding lorrations will be sa~ned from elf-site views. t~~~ 1ortn camuna 2~s1o
a S' ~gnmg and Marking Plan , . . . C-~~ 5. Where e~dsting veg~ation fails to function adequately as required, (i.e. btAfer type A, B, C and 100' Thoroughfare
• Striping Plan , Corridor Buffer) the Cary 51te Irlspec~ar reserves the right to require supplerrleMal ~antlngs in addition to those
p Grading, Drainage and Erosion Contr . C- ~ shown on the planting plan based on actual field conditions. QvBU C sion Control 6. Aq exterior ate fighting will be designed to prevent off-ate gyre. y S
• Grading, Drainage and Erosion Contr sion Control . C-113 2~ ~ ~ ~ardltg once and Sze of plant material at maturity shag allow for a 2.S' bumper overhang from the ~
Grading, Draina a and Erosion Contr 9 C-114 bade of curb. Z sion Control s. No tree shall be located within a roadway righter way or within 5' of a sidewaNc. O
• Typical Sections and Details. • C-~5 9. AN tree protection fenting shall be mair~ained u~fl aq site work is completed. The fendng shall be removed prior
Culvert Detail C-116 to ~ final sith inspection for the certificate of occupancy (CO). V fn
. 10. Aq above ground trbltiy equipment and facilities assoclabed with on-s~e electric, aele, telephone, gas or other ~ `C
• Culvert Details . . C-117 similar utility shall be located in the side or rear yard ~ of the sl6e and streel>ed, to the extent possible, with y~
W ~ Details. , D C_~8 evergreen plantings. P~ntings shall albw for a minimum of a 5' tclearance around the stnx~nre to allow for access. bj~ • Additionally, arty ode of the struchtre having a door or krclc, the plarrpngs shall allow for a ld clearance. The amount * ~I
• ~ a Details ~ O , C-119 of clearance shall accamt for the size of the plant mataial at matuurky.
~ Details . C-120 11. All vehicular use areas (drives and parlang areas) shall be screeledfromoff-stie views. PROJECT NUMBER: ' 12 Aq vend pipes, etc extending above the roof ~rface must be pairtthd in a cobr that blend with the roof odor.
• Details. • . C-121 13. All cor>~ction must be perfomad in aaordance witit current Town of Cary Standards Speclfiations and lktai~. cAPZ2 ,
Details. , . .0-122 14. The developer will be responsible for all inelallabon costs assodated with street fighting along proposed streets, PHASE:
A-100 street and thoroughfares as required per Town of Cary Rolm Statsnerlt No.13. The devekrper shall
• Composite 1st Flr Plan . • contact Progress Energy after plan approval and priorto cxxstructinin in order th devebp a street Ightmg fan fDr Site Plan Submittal
Composite 1st Flr Plan , . . A-101 the site~subdiv~ion plans, 15. Site method of watershed protection and eorltrolling Total Suspended Sofds ~ acoompl~hed byrouting storm DATE:
• Elevations. , , A-201 water (site drainage) through two bio-retention basins located on lire stie, dissipating flows by the use ~ a o3 06 07
Elevations. . . A-202 level-spreader and directing sheet flow at the predeveloped rate. into an undisturbed Urban Transition Buffs.
• Buildi Sections. . ng A-301 16. The Project will meet all of the requirements relative th Best Management Prartioes and Engineered Stonnvvater DRAWN BY: . Control Struchrres as outlined in the Towo-of Cay L~Id Development Ordinance. (Chaptier 4, Part 46,1.D0).
Building Sections. . A-302 KMD . . . . . . . . . . . . _
Mills Park Drive is sho Reference CHECKED BY:
T re a T e re wo i rea ow Breakdowns for this Project Only -See Drawings by Dewberry for DEP - - Documentation regarding Mills Park Drive
REVISIONS
p
a 0 0~ a e n P ou u 0 unty Public School S~stent "Road Bid Breakdown" no. revision date
~ . t1 V Indudess C Senes Sheets by Dewberry 1 TOC 1st Reveiw Responses 04 26 07
i insided of the R' ht-of Wa
n9 ~ Y Cary Project Number 07-SP-022
G
• a e aun ~ pool ~ "E22 E~rnentary School Breakdown° APPROVED
Indudes'L"Series Sheets by McNeely Associates RA,
• VICINITII( MAP Insirde of school Property iine only TOWN OF CARP
Scale. 1"=500' Water and Sewer consb~uction aside ~ R~ht-of Way and outside of Pub y and outside of Public E~erner~s will be paid by Wake County Public Scholl System Approved by Date:
Planning Date:
Engineering Date: Cover
Sheet L-100
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