20110387 Ver 1_Site Plan_20110516

f
Owner
Wake County Public School System
5551 Rock Quarry Road
Raleigh, NC 27610
[phone]
Architect
RATIO Architects, Inc.
~ ~ 135 E Martin Street, Suite 101
Raleigh, NC 27601-1371
[phone]
Landscape Architect
McNeely Associates PA
5501 McNeely Drive Raleigh, NC 27612
¦ ¦ ¦ [phone]
Structural Engineer
LHC Structural Engineers
1015 Wade Avenue
Raleigh, NC 27605
[phone]
TABLE OF CO LE OF CONTENTS -SITE DRAWINGS ITE DATA
ad
m Ro Far fury Cover Sheet, } Civil Engineer T TAL AREA 14 . ARE ;r Sheet. . CS
den ~ Bass, Nixon & Kennedy, Inc. PRE AREA PR P ED 74. ARE
Overall Plan, , a~ all Plan, , L-100 6310 Chapel Hill Road, Suite 250 PR P ED E HI H H L
~ Site/La out Pla y La out Plan L-101 Raleigh, NC 27607 y 919 851-4422
J Site/La out Pla R-D c) Z NIN La out Plan, , L-102
y Y WAKE UNTY PIN # 7 -55-
~ Site/La out Pla o Y ~ La out Plan, , L-103 Y , MINIM M YARD AND B ILDIN ETBA K , Plumbin IMechanicallElectricallCivil _ g
~ Site/La out Pla Y La out Plan. , L 104 y The Wooten Com an
~ ~ ~ o Erosion Contra FR NT FEET P y ion Control Overall Plan . , L-200 120 North Boylan Avenue
0 IDE 1 FEET
Erosion Contra ion Control Plan . , L-201 Raleigh, NC 27603 REAR FEET [phone]
~ Erosion Contra ,~o ion Control Plan . , L-202
o Erosion Contra - RNER FEET lon Control Plan . , L 203
UARRY R AD Erosion Contra L-204 6 ILDIN R FL R AREA 11 .F. Roofing Consultant lon Control Plan .
- . V~D . - ~ ~ ~ Grading and Si L-301 IN L D PENTH Stafford Consulting Engineers tln and Storm Dralna a Plan 6 ILDIN HEI HT c u Es ousE 17 FEET 9 9 ( )
130 Edinburgh South Drive
Grading and Si tin and Storm Draina a Plan, , L-302 g g PARIN RE IRED 7PAE ca NC 27511 ry,
~ Grading and Si ~ ~ o tln and Storm Draina a Plan, , L-303 [phone] g g 17 F T r mF 1114 F 17PAE 0 ota ass o0
~ Grading and S1 ~ ~ tln and Storm Dralna a Plan, , L 3 4 g g 1 A minl r v I PA E st a e ce
~ i ~ ~ Roof Drainage Draina a Collection Plan, , L-305 Food Service
0 g In mn I m 7 4 PA E eats as u eats
~ Roof Drainage L-306 ~ FooDesi n Associates Drainage Collectlon Plan, g 11 R F r Ar In mn I m 1 F PA E 0 0o ea as u _ ? ~ 5828 Oak Drive
Roof Drainage ~ ~ ~ Dralna a Collectlon Plan, , L 307 g 1 t Ill A It rl m t 4 PA E Charlotte NC 28227 ea s u o u ea s ,
~ ~ ~ . - Planting Plan, In Plan. . L-401 [phone]
~ U g PARIN RED I N ALL WAN E PER DE 1 .1.
70 ~ Plantin Plan 9 O ~ in Plan, , L-402 9 ~ mnlm22 742 7PAE as u eats
Planting Plan, r in Plan, , L-403 Theater Consultant g ~
m Plantin Plan ~ g F rAr In mn I m 1 F 1 PA E 0o ea as u in Plan, , L-404 ? Stageworks
g ~ ~ T P r In R Ir WI R I n A w n PA E 1100 Ca ital Blvd ota a e u e t o uct o o a ce p
Erosion Contra ion Control Details , , L-604 Raleigh, NC 27603
r ITE r Erosion Contra PARIN PR VIDED 14 PA E 919 839-2288 ( ) ion Control Details , , L-605
rn tent PA E u
Storm DrainagE n Draina a Details , , L-606 g
~i Storm DrainagE PA E to n Draina e e al s, , L-607
O ~ 9 VI I r PA E s to , ,
~ ~ Storm DrainagE 4 n Draina a Details , , L-608 caRO'''~% caR'''~a, I N trltl n 1 PA E
Planting Details in Details L-616 ~ ••~PE'q••• ti9 ~ •.Nps~ ti9 B Drlv r PA E . ~ ti . , us e s
Rolesville and C C1.0 :s ; , ;~a F. , ~ville and Quarry Road Widening Cover, :o = =
i A Itl n Event P r In 111 B s L t PA E :W .W A. o a a u o ~ C-39 - :m c. ;r 299
~ ~ Rolesville Road 3vllle Road Erosion Control Plan, , C 3.1 .r Q::a :N r: B P r I n 20 Partin + 17 Siac NOT INCLUDED IN TOTAL PROVIDED 7PAE - • 4 ~ - • ~ ~ • - us a c 9 ~ ) ; , .
. - ' ~ ~ ~ Rolesville Road sville Road Erosion Control Plan, , C 3.2 .,F d~.. ••,,ti
A E IBLE PARKIN RE IRED V n In In PA E ti ~ a cue ,,y Q, ~4 A SSO~~P,,, S
~ Rolesville Road svllle Road Eroslon Control Plan, , C 3.3 E A E IBLE PARKIN PR VIDED 14 V n Inc In PA E a u e
Rolesville Road sville Road Erosion Control Plan, , C 3.4
Su IMPERVI - EXI TIN
nse Quarry Road E t M •r Road Erosion Control Plan , C 3.5 0 v IMPERVI PR P ED 1 7 17 .F. 1 / o
~ ano i r Quarry Road E d , Or •r Road Erosion Control Plan C 3.6 NOT FOR CONSTRUCTION y
~~e ~ Rolesville Road 3ville Road Plan and Profile, , C 4.1 0 100 /o CDS
9
Rolesville Road G sville Road Plan and Profile, , C 4.2 SHEET ISSUE 03.09.11
Emil Lane ~ Rolesville Road sville Road Plan and Profile, , C 4.3
Y ~ ~ Rolesville Road 3ville Road Plan and Profile, , C 4.4
°'~i 1 First Review Res onses er Wake Co. 04.13.11
Quarry Road P •r Road Plan and Profile , C 4.5 Y
Quarry Road P •r Road Plan and Profile , C 4.6 Y
Rolesville and C ~ville and Quarr Road Widenin Details , , C 5.1 Y 9
Rolesville and C sville and Quarr Road Widenin Details , , C 5.2 Y 9
Rolesville and C 3ville and Quarr Road Widenin Details , , C 5.3 Y g
Rolesville and C F sville and Quarr Road Widenin Details , , C 5.4 Y 9
Rolesville and C 3ville and Quarr Road Widenin Details , , C 5.5 Y g
Rolesville and C sville and Quarr Road Widenin Details , , C 5.6
Y g
Catlett Farm Road CHECKED BY Bu C v
e s DEP -l
J APPROVED BY r
v co KM D ~lr
VICINITY MAP
Scale: 1"=500' y b
PROJECT NO.
11002 l H6ROL
_ - COPYRIGHT NOTICE: THIS ARCHITECTURAL
. AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY
C~4 PURSUANT TO THE AGREEMENT WITH RATIO
ARCHITECTS, INC. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE
MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO ARCHITECTS, INC. ALL COMMON
RAT 10 LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED.
SHEET TITLE
Cover Sheet
SHEET NUMBER

r
LEGEND RIP-RAP APRON SCHEDULE PIPE SCHEDULE NOTE: ALL CONSTRUCTION ACTIVITY MUST BE IN ACCORDANCE Owner ~DULE
WITH THE ACCEPTED POLfCIES OF THE TOWN OF ROLESVILLE & Wake County Public School System
Structure d, Velocity Length Width Depth Type dso Upstr DnStr i)nStr Gmd/RintElev Up in~ertUp InvertDn Line€.engih LineSize Material LineSlope CITY OF RALEIGH, AND UNLESS SPECIFIED, DEFERS TO THE 5551 Rock Quany Road
? TEMP INLET PROTECTION s ft ft in Inlet Inlet f~J (tp } I) ( 1 Inlet tt tt ~ it in °k NCDOT STANDARDS AND SPECIFICATIONS Raleigh, NC 27610 {1 O O O ( )
HW 27 Z.00 NlA S 6 9 Glass 'A' 3" - 6" HW 27 EW 26 EW 26 403.,00 399:.82 398.34 51.67 24 rc 2.48 [phone] p
~ TEMP ROOK CHECK DAM EW 26 2.00 35.2 20 6 22 Class 'i' 13"-23" NGDOTCI 25 NCDOT Cl 24 NCDOT Cl 24 412,85 408.60 406.15 350.28 15 rcp 0:70 IT'S THE LAW!
EX PIPE 22A 1.50 NlA 6 ° 5 9 Class 'A' 3" - 6" NGDOT Ci 24 NCDOT Cl 23 NCDOT Ci 23 41178- 406.05' 403.78 200.01 15 rcp 4.13 AS OF JANUARY 1,..1986, NORTH CAROLINA STATE LAW REQUIRES ANYONE EXCAVATING WITH MECHANICAL ArCI1lteCt
EW 21 1,50 $.2 9 5 22 Glass 6" -13" NCDOT GI 23 NGDOT CI 22 TEMP SEDIMENT BASIN FES 20 2.50 26.8 25 8 22 Glass 'I' 13"-23" EX PIPE 22A NCDOT Gl 22 NCDOT Ci 22 #07.54 403.68 401.93 250.00 15 rcp 0.7D EQUIPMENT ON HIGHWAY RIGHTS-OF-WAY, PRIVATE NCDOT Ci 22 403.64 402,2T 401.93 35.35 18 rcp 0.96 UTILITY EASEMENT5, OR PUBLIC SPACES TD NOTIFY ALL RATIO Architects, Inc.
EW18 1,50 2$.0 15 5 22 Glass'(' 13"-23'" NGDOTCi22 EW21 EW 21 406.24- 401.83 401.69 14.00 30 rcp 1.00 UTILITIES TWO (2) WORKING DAYS PRIOR TO DIGGING. 135 E Martin Street, Suite 101
FES 17 1.25 N!A 5 4 .9 Glass 'A' 3" - 6" FES 20 NGDOT CI 19 NCDOT Cl 19 406.D0 404.51 403.12 44.88 18 rcp 3.10 Raleigh, NC 27601-1371
EXPIPE 16A 1.50 3.5 6 5 9 Class `A' 3" - 6" NCDaTCI 19. EW 18 TEMP CONSTRUCTION ENTRANCE EW 18 4D8.42 403.D2 402,88 14.00 18 rcp 1.00 NOTES: {919) 821.0805 ALL PIPE LENGTHS ARE MEASURED FROM CENTERLINE
HW 11 4,00 NIA 16 12 9 Class 'A' 3 - 6 FES 17 MHIJB 16 MHIJB 16 401.D0 395,48 394.13 45,87 1$ rcp. 1.64 OF STRUCTURE TO CENTER OF STRUCTURE.
EW 9 4.00 23.7 40 12 22 Class "I' 13"-23" MHIJB 16 EXPIPE 16A EXPIPE 16A 398.24 396.80 395.58 76.87 15 rc 1.59 CONTACT NORTH CAROLINA ONE-CALL CENTER
FESS 1.25 NIA 5 4 9 Class 'A' 3"-6" NCDOTCIIS NCDOTCII4 TEMP DIVERSION DITCH FES 1 1.50 5.0 6 5 9 Class A' 3" - 6" NCDOTGI 14 NGDOT Cl 13 NCDOT ei 14 395.25 .390,60 382,95 215.00 15 rc 3.56 PRIOR TO ANY CONSTRUCTION. [phone] Structural Engineer p
NCDOT Ci 13 387.61 382.85 375.70 215.00 15 rcp 3.33 ALL STRUCTURE OFFSETS ARE MEASURED FROM CL pF I.HC Structural Engineers
TEMP SILT FENCE * NCDOTCII3 NCCZOTCI10 Note: Apron sizing based on NYi?OT Ghart NCDOT CE 12 NCDOT C110 NCCZOTCi 10 380.35 .375.60 371.85 215.Q0 15 rcp 1.74 ROAD TO CENTER OF STRUCTURE 1015 Wade Avenue
~v TEMP TREE PROTECTION FENCE HW 11 NCDOT GI 1D NCDOT C110 385.87 381.50 371:85 21,72 15 rcp 3.32 Raleigh, NC 27605
NCI}OT C11D 371.4E 372.41 371.85 14.00 48 rcp .4.00 (919) $32-5587 EVV 9 377.59. 371.75 370.74 45.12 48 cmp 2.24
ALL EROSION CONTROL MEASURES SHALL BE ALL ADJACENT STREETS NCDOTC! 10 EW 9 C4NSTRUCTI4N SEQUENCE INSPECTED AND MAINTAINED AFTER EVERY RAIN WILL BE KEPT CLEAN AT FESS NCDOTCi4 NCDOTCi4 396,96 393,50 391.30 66.79 15~ rep 329
EVENT AND ONCE PER WEEK, THE CONTRACTOR ALL TIMES OR A WASH NCDOT CI 4 NCDOT GI 3 NCDOT CI 3 395,67 391.20 388.D6 314,19 15 rcp 1.00 PlumbinglMeehanicallElectricallCivil
OR THE OWNER SHALL CONDUCT INSPECTIONS STATION WILL SE REQUIRED. 1. OBTAIN GRADING PERMIT; APRE-CONSTRUCTIDN CONFERENCE MAY BE REQUIRED 1dCDOFCl3 NCDOTCl2 IN COMPLIANCE WITH NPDES REQUIREMENTS PRIOR TO ISSUANCE OF GRADING PERMIT NCDOT GI 2 NCDOT C! 2 392.34 387:96 386,14 259.35 15 rcp 0.70 The Wooten Cam an p y
AND RECORDS OF THOSE INSPECTIONS SHALL 2. REMOVE EXCESS TOPSOIL FROM SITE, INITIALLY; FES 1 FES 1 391.15 .386.04 385.68 52.OD 18 rcp 0,69 120 North Boylan Avenue
BE KEPT AVAILABLE ONSITE. 3. INSTALL ALL EROSION CONTROL MEASURES AS SHOWN; INSTALL DIVERSION SWALES, Raleigh, NC 27603
CHECK DAMS AND SILT FENCE, INITIALLY; ADD INLET PROTECTION AS STORM DRAIN SYSTEM IS CONSTRUCTED CHANNEL SCHEDU [phone] SCHEDULE
4. OBTAIN CERTIFICATE OF COMPLIANCE THROUGH ON-SITE INSPECTION BY EROSION
CONTRDL OFFICER; Channel Description Side iption Sids Hottom RunotF intensity Drainage Q10 Velocity Area Hydraulic Normal Shear Lining Civil EngineerlSurveyor
5. PROCEED WITH GRADING; 6. SEED AND MULCH DENUDED AREA WITHIN 30 DAYS AFTER ANY PHASE OF GRADING; fD Slope Slope Slope (°I°) Coeff (in(ter) Area (act (c~) ftps) l~) Radius[tt) Deptte (ft) Stress(.ps#)
STABILIZE CUT/FILL SLOPES WITHIN 15 DAYS OF ANY PHASE OF GRADING; ESTABLISH 27,1 V-Ditch 2:1 ° Bass, Nixon & Kennedy, Inc. itch 2:1 2AO l0 0.65 7.22 820 3$.5 9:25 4:16 0..65 1.44 1.80 C125 (Staple D)
PERMANENT GROU4dD COVER yFITHIN t5 WORKING DAYS OR 90 CAL7=NDAR HAYS, 26.2 V-Ditch 2:1 WHICH EVER IS SHORTER; 26.1 V-Ditch 2:1 itch. 2:1 1.20°d° D,65 7.22 0.34 1.6 1.50 1.04 0,32 0.72 0.54 S75 5.ta to D 6310 Chapel Hill Road, Suite 250
7. MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ( p ) Ralei h NC 27607 itch 2:1 2'.10% 0:65 7.22 1.02 4.8 2.70 1.78 0.42 0,94 1..24 S75 (staple D) g '
ESTABLISHED; 20,t U-Ditch 2:1 itch 2:1 3.20°I~ D.6 722 1. [phone] 5 36 6.4 3,65 1.75 0,42 0.94 1.87 SC150 (Staple D)
8. REQUEST FINAL APPROVAL BY ER0510N CONTROL OFFICER; 16.2 V-Ditch 2:1 9. REMOVE 501E ER0510N CONTROL MEASURES, AND STABILIZE THESE AREAS. 16,1 V-Ditch 2:1 itch 2:1 2.SD°/° 0.65 7.22 0.74 3.5 2.65 1.32 0.36 0.81 1.42 S75 (Staple D)
9.2 V-Ditch 2:1 itch 2:1 1.1D°h 4,65 7.22 0,21 1.0 1.28. 0.78 0:28 0.63 0.43 515 (staple D) ROOtin Consultant itch 2:1 3.90°/v 0.65 7,22 1.07 5.0 6.03 0,83 0,29 0.64 1.57 C125 Sta leD
TOTAI. DENUDED AREA: 7.9 ACf WATERSHED: MIDDLE CREEK 9.1 V-Ditch 2:1 ( P } itch 2:1 4.8D°k 0.65 7.22 0'.41 1.9 2.77 0.69 0.26 0.59 1.75 SG950 Sta le D Stafford Consulting Engineers
1, 2 V-Ditch 2;1 ( P ) itch 2;1 3.74°!a 0.65 7,22 D.06 0.3 1.43 0.21 0.14 0.32 0.75 S75 (Staple D) 130 Edinburgh South Drive
*NOTE: CONTRACTOR TO REVIEW AND ADHERE TO THIS SPECIAL CONSTRUCTION SEQUENCE 1,1 V-Ditch 2:1 itch 2:1 1.50°h 0.65 722 0.52 2.4 1.89 1.27 0,36 0.80 0.74 575 (staple DJ Cary, NC 27511
* Note: All linings specified are manufa [phone] ecified are manufactured by North American Green. Contractor to use specified lining or approved equal
Food Service
Foof)esign Associates
5828 Oak Drive Charlotte, NC 28227
[phone]
Landsca a Architect
McNeely Associates
5501 McNeely Drive
Raleigh, NC 27612
919 782.9677 ( )
sQ' NEUSE RrPARIAN Theater Consultant BUFFER MEASURED
FROM roP of aANx Stageworks
oN EAcH sIDE 1100 Ca ital Blvd p . Ralei h, NC 27603
g [phone]
.
' 3~, _ 1OA~~, 2II'
. ~ ION E':2
a_ iN _ U:
M . O , , IF .
N , , U ' ~ kY,~y~ ~ ~ «
p- TELfP.NONf. PED ' 2 RIP-RAP N ~ s; . , ~ ~ S
l11 ~ - APRON TYP.
N W _ YJ SEAL.
W N ort¢ r~ ~ 029993 1~ CPP'
o GRAVEL ~ ° .
. 1 DRIVE , „ , _ ~ _ - .~.-.,...~-L _ . _ . , . . - - y, . _ - ~ _ ~
_ . - , 46 D ~ 47+OD 48+DO ~ 49 DD 5D+ D ° w.R.a;•
- _ ~ 43+00 `~O 4 +QO 45 ~s1 46 0 - _ - 42+00 ~ h0~ 40+06 41 0 - ~ - I - I ~ ~ , ~ ~ ~ ~ r~ , 0 ~
1 _ _ . 39 00 -I _ - -I -I~; -I
. ~ NOT FOR CONSTRUCTION

- RbCKS ~ -r , RbCKS ~ , a Q
20' R c _ _ - , _ , . , - . - ~ ELEC POLE. _ R ~ ~ BID SET . _LEC ,"PaL~ EGEC pot. ,
} - _ _ cb i7cf o~ _ • _ ELEC POLE ~ ` WOOD RAIL FENCE RIP RAP :bi7cf iQ PERM. CHANNEL`. 9.1
c't ~ , ELEC Pat_E ~ O ; _ PERM. cHANNEL s.a SHEET ISSUE 04.08.11 ~
Q ~ ' `,W . ~ EX BLDG n (a~p r ,vy , POND ~ TEMP DIVERSION (IYP.) ?
~ _ ~ ~®L~,~i] V~~i - ~oa~
~a TEMP ROCK iU ~1lti~r~i ~©Q~~ I'"
I _ - ' U . _ TEMP. INLET ; PROTEC110N (TYP.j CHECK DAM {TYP.) Q
POND
CHECKED BY
DLH
-1
0 APPROVED BY J
o ~
DLH
b
PROJECT NO.
11002
DATUM INFORMATION BNK 03-10144 VERTICAL: NAVD'$$ COPYRIGHT NOTICE: THIS ARCHITECTURAL
AND ENGINEERING DRAWING IS GIVEN IN HORIZONTAL: NAD 1983/2001 STATE PLANE , CONFIDENCE AND SHALL BE USED ONLY
COORDINATES i' PURSUANT TO THE AGREEMENT WITH RATIO
ARCHITECTS, INC. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE
SCALE IN FEET MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO ARCHITECTS, INC. ALL COMMON
RATIO LAW RIGHTS OF COPYRIGHT AND 0 25 50 100 150 200 OTHERWISE ARE HEREBY SPECIFICALLY RESERVED.
SHEET TITLE
ROLESVILLE ROAD
EROSION CONTROL
PLAN
SHEET NUMBER
C203

LEGEND RIP-RAP APRON SCHEDULE PIPE SCHEDULE NOTE: ALI,. CONSTRUCTION ACTIVITY MUST BE IN ACCORDANCE Owner :DUCE
WITH THE ACCEPTED POLICIES OF THE TOWN OF ROLESVILLE & Wake County Public School System
Structure do Velocity Length Width Depth Type d50 Upstr OnStr OnStr Gmd~`RimElev Up 1n~rtlfp InvertOn LineLen th LineSize Material LineSiope CITY OF RALEIGW, AND UNLESS SPECIFIED, DEFERS TO THE 5551 Rock Quarry Road
? TEMP INLET PROTECTION ~ s ft ~ ~n filet Inlet (1 Efi1 1) f} C1 ~ Ralei h, NC 27610 Inlet (ft) (rt) (1t) (1t) (in} (°to) NCDOT STANDARDS AND SPECIFICATIONS g
HW 27 2.00 NIA 8 6 9 Class 'A' 3" - 8" HW 27 EW 26 EW 26 403.OD 399.62 398.34 51:67 24 rc 2.48 [phone] p
TEMP ROCK CHECK DAM EW 26 2.fl0 35.2 20 fi 22 Class 'I' 13"-23" NCDOT CI 25 NCDOT CI 24 NCDQTCI24 412.85 408.60 406.15 350.28 15 rcp 0.70 IT'S THE LAW!
EX PIPE 22A 1.50 NiA 6 5 9 Class 'A' 3" - 6" NCDOT CI 24 NCDOT CI 23 NCDOTCI23 411.78 406.05 403.78 20fl.01 15 rc 1.13 AS OF JANUARY 1, 1986, NORTH CAROLINA STATE LAW . p REQUIRES ANYONE EXCAVATING WITH MECHANICAL Architect
EW 21 1.50 8.2 9 5 22 Class 'B' 6'' -13" NCDOT CI 23 NCDOT CI 22 NCDOTCI22 407.54 403.68 401.93 250.00 15 rcp 0.70 EQUIPMENT ON HIGHWAY RIGHTS-Of-WAY, PRIVATE NCD(}T CI 22 403.84 402.27 401.93 35.35 18 rcp 0.96 UTILITY EASEMENTS, OR PUBLIC SPACES TO NOTIFY ALL RATIO Architects, Inc.
TEMP SEDIMENT BASIN FES 20 2.5D 26.8 25 8 22 Class 'I' 13"-23" EX r7ip~ 22A NCDOT CI 22 EW 21 406.24 401.83 401.69 14.00 30 rcp 1.00 UTILITIES TWO (2) WORKING DAYS PRIOR TO DEGGING. 135 E Martin Street, Suite 101
EW 18 1.50 28.0 15 5 22 Class 'I' 13"-23" NCDOT CI 22 EW 21 FES 17 1.,25 NIA 5 4 9 Class 'A' 3" - 6" FES 20 NCDOT CI 19 NCDOT CI 19 406.OD 404.51 403.12 44.88 18 rcp 3.10 Raleigh, NC 27601-1371
EW 18 408.02 403.02 402.88 14.00 18 rc 1.00 NOTES. {919) 821-0805 p ALL PIPE LENGTHS ARE MEASURED FROM CENTERLINE
TEMP CONSTRUCTION ENTRANCE EX PIPE 1fiA 1.50 3.5 6 5 9 Class 'A' 3" - 6" NCDOT CI 19 EW 18 HW 11 4.00 NfA 16 12 ~9 Class 'A' 3" - 6" FES 17 MH1JB 16 Cv1H1JB 16 401.00 395.48 394,73 45,87 18 rcp 1.64 OF STRUCTURE TO CENTER OF STRUCTURE.
EW 9 4.00 23.7 40 12 22 Class 'I' 13"-23" MHfJB 16 EXPIPE 16A EXPIPE 16A 398.24 396.80 395.58 78.87 15 rcp 1.59 CONTACT NORTH CAROLINA ONE-CALL CENTER Structural En ineer
FESS 1.25 NfA 5 4 9 Class'R' 3"-6'" NCDOTCIIS NCDOTCII4 NCDOT CI 14 395.25 390.60 382:95 215.00 15 rcp 3.56 PRIOR TO ANY CONSTRUCTION. {800) 632-4949 $
TEMP DIVERSION BITCH FES 1 1.5D 5.0 6 5 9 Class'A' 3" - 6" NCDOT Ci 14 NCDOT CI 13 NCDOT CI 13 387.61 382.85 375,70 215.00 15 rcp 3.33 ALL STRUCTURE OFFSETS ARE MEASURED FROM CL OF LHC Structural Engineers
TEMP 51LT FENCE * Nofe: A ron slain based on NYDO]' Chart NCDOT CI 13 NCDOT CI 1fl p g NC.DOT CI 12 NCDOT CI 10 NCDOT CI 1fl 380.35 375.60 371.85 215.00 15 c 1.74 ROAD TO CENTER of STRUCTURE 1015 Wade Avenue rp
T~ TEMP TREE PROTECTION FENCE NCDOT CI 10 385..87 381.50 371.85 290.72 15 rcp 3.32 Raleigh, NC 27605
HW 11 NCDOT CI 10 NCDOT CI 10 377.46 372.41 371.85 14.00 48 rcp 4.00 (919) 832-55$7 EW 9 377.59 371.75 370.74 45,12 48 cmp 2.24
ALL EROSION CONTROL MEASURES SHALL BE ALL ADJACENT STREETS NCDOT C1 10 EVd 9 CONSTRUCTION SEQUENCE FES 5 NCDOTCI4 INSPECTED AND MAINTAINED AFTER EVERY RAIN WILL BE KEPT CLEAN AT NCDOT CI 4 396.96 393.50 391.30 56.79 15 rcp 3.29
EVENT AND ONCE PER WEEK. THE CONTRACTOR ALL TIMES OR A WASH NCDOT CI 4 NCDOT Cl 3 NCDOTCl3 395.67 391.20 388,06 314,19 15 rcp 1.00 PlumbinglMechanicallElectricallCivil
OR THE OWNER SHALL CONDUCT INSPECTIONS STATION WILL BE REQUIRED. 1. OBTAIN GRADING PERMIT; APRE-CONSTRUCTION CONFERENCE MAY BE REQUIRED NCDOT CI 3 NCDOT CI 2 NCDOT CI 2 392.34 387.96 386,14 259.35 15 rcp 0.70 The Wooten Gom an p Y
IN COMPLIANCE WITH NPOES REQUIREMENTS PRIOR TO ISSUANCE OF GRADING PERMIT NCDOT CI 2 FES 1 AND RECORDS OF THOSE INSPECTIONS SHALL 2. REMOVE EXCESS TOPSOIL FROM 51TE, INITIALLY; FES 1 391.15 386.04 385.68 52.00 18 rcp 0.69 120 North Boylan Avenue
BE KEPT AVAILABLE ONSITE. 3. INSTALL ALL EROSION CONTROL MEASURES AS SHOWN; INSTALL DIVERSION SWALE5, Raleigh, NC 27603
CHECK DAMS AND SILT FENCE, INITIALLY; ADD INLET PROTECTION AS STORM DRAIN [phone]
SYSTEM IS CONSTRUCTED CHANNEL SCHEDU' 4. OBTAIN CERTIFICATE OF COMPLIANCE THROUGH ON-SITE INSPECTION BY EROSION SCHEDULE
CONTROL OFFICER; Channel Description Side ption Side Bottom Runoff Intensdiy Drainage Q10 1lelocity Area Hydraulic NormaC Shear ~t,ining Civil EngineerlSurveyar
5. PROCEED WITH GRADING; 6. SEED AND MULCH DENUDED AREA WITHIN 30 DAYS AFTER ANY PHASE OF GRADING; ID Slope Slope Slope Coeff (inlhr} Area (ac} (cfs) (fps) (sf} Radius (ft} Depth. (ft} Stresslpsff
STABILIZE CUT/FILL SLOPES WITHIN 15 DAYS OF ANY PHASE OF GRADING; ESTABLISH 27,1 V-Ditch 2:1 ° Bass, Nixon & Kennedy, Inc, tch 2:1 2.00/0 0:65 7'.22 8:20 38.5 9.25 4.16 0.65 1.44 1.80 C125 (Staple D) 5310 Cha el Hill Road Suite 250
PERMANENT GROUND COVER WITHIN 15 WORKING DAYS Oft 90 CALENDAR DAYS, 28.2 V-Ditch 2:1 tch 2:1 1.20%0 0.65 7.22 0.34 1:6 1.50 1.D4 0.32 0.72 0.54 S75 (staple D) p '
WHICH EVER IS SHORTER; 28.1 V-Ditch 2:1 7. MAINTAIN 501E EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER 15 tch 2:1 2.10°~ 0:65 7.22 1.02 4.8 2:70 1.78 :0,42 0.9 1. 4 7 S I Raleigh, NC 27607 4 2 S 5( tap a D) 919 851-4422 ~ )
ESTABLISHED; 20.1 V-Ditch 2:1 tctt 2:1 3.20% 0.65 7,22 1.36 6.4 3.65 1.75 0..42 0.94 1.87 SC150 (Staple D)
REQUEST FINAL APPROVAL BY EROSION CONTROL OFFICER; 16.2 V-Ditch 2:1 9. REMOVE SOIL EROSION CONTROL MEASURES, AND STABILIZE THESE AREAS. 16.1 V-Ditch 2:1 Itch 2:1 2.80°/a 0.65 7.22 0:74 3.5 2.65 1.32 .0.36 0.81 1.42 S75 (Staple D)
tch 2:1 1.10°l0 0.65 7.22 0.21 1.0 1.28 O.Z8 0.28. 4.63 0.43 S75 (Staple D} ° Roo>ling Consultant tch 2:1 3.90% 0.65 7'.22 1.07 5.0 6.03 0.83 0,29 4.64 1.57 C125 (Staple D)
TOTAL DENUDED AREA: 7.9 ACf 9.2 V-Ditch 2:1 WATERSHED: MIDDLE CREEK 9.1 V-Ditch 2:i itch 2:i 4.80°I~ 0.65 7.22 0.41 1.9 2.77 0.69 0.26 0.59 1.75 SC150 Sta le D Stafford Consulting Engineers
1.2 V-Ditch 2;1 ( P ) tc#t 2;1 3.70°~ 0.65 7,22 0.06 0.3 1,43 0.21 0:14 0.32 0.75 575 (Staple D) 130 Edinburgh South Drive
*NOTE: CONTRACTOR TO REVIEW AND ADHERE TO TH15 SPECIAL CONSTRUCTION SEQUENCE 1.1 V-Ditch 2:1 Itch 2:1 1.50°~ 0.65 7.22 0.52 2.4 1.89 1,27 0,36 0.80 0,74 S75 S#a le D Cary, NC 27511 f P )
*Nofe: All linings specified are manufa [phone] ~cified are manufactured by North American Green. Contractor to use specifred Nning or approved equal. ,
Food Service
FooDesign Associates
5828 Oak Drive Charlotte, NC 28227
(704) 545151
Landscape Architect
' McNeely Associates
5501 McNeely Drive
Raleigh, NC 27612
{919)782-9677
Theater Consultant
50' NEUSE RIPARIAN BUFFER MEASURED
FROM TOP OF BANK ~ Stageworks
ON EACH SIDE 1100 Capital Blvd
Q Raleigh, NC 27603 919 839-2288 ~ ~ )
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PROJECT NO.
11002
DATUM INFORMATION (BNK 03-10144) _ VERTICAL: NAVD'88 ACOPYR NOTICE: THIS ND ENGINEER NG DRAW NG IC G V NTI NL
HORIZONTAL: NAD 198312001 STATE PLANE CONFIDENCE AND SHALL BE USED ONLY
COORDINATES 0 PURSUANT TO THE AGREEMENT WITH RATIO
ARCHITECTS, INC. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE
SCALE IN FEET MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO ARCHITECTS, INC. ALL COMMON
RAT I LAW RIGHTS OF COPYRIGHT AND D 25 50 100 150 200 OTHERWISE ARE HEREBY SPECIFICALLY RESERVED.
SHEET TITLE
ROLESVILLE ROAD
EROSION CONTROL
PLAN
SHEET NUMBER
C204

LEGEND RIP-RAP APRON SCHEDULE PIPE SCHEDULE NOTE: ALL CONSTRUCTION ACTIVITY MUST BE IN ACCORDANCE Owner
.DUCE WITW THE ACCEPTED POLICIES OF TWE tOWN OF ROLESVILLE & Wake County Public School System
8tructut~e do Veloci#y Length Width Dapth Type d3a Upstr DnStr DnStr GmdiRimEleu U In~ertU InvertDn i.ineLen th LineSize Material LineSlo a CITY OF RALEIGW, AND UNLESS SPECIFIED, DEFERS TO TWE 5551 Rock Quarry Road p p ~ p Raleigh, NC 27610
? TEMP INLET PROTECTION fit s ft ft in Inlet Inlet f} f~l {1 ( } Inlet (f~t} {it) {ft) {it) (in) (°la) NCDOT STANDARDS AND SPECIFICATIONS 919 850-1640
HW 27 2.00 NIA 8 6 9 Class 'A' 3" - 6" HW 27 EW 26 EW 26 403.00 399.62 398.34 51.67 24 rcp 2.48 ,
~ TEMP ROCK CHECK DAM EW 26 2.00 35.2 20 6 22 Class 'I' 13"-23" NCDOT CI 25 N COOT CI 24 NGDOTG124 412:$5 408.60 406,15 350.28 15 rcp 0.70 ITS THE LAW!
. - EXPIPE 22A 1:50 N1A 6" 5 9 Class 'A' 3" 6" NCDOT GI 2~ N£DOT 0123 AS DF JANUARY 1, 1966, NORTH CAROLINA STATE LAW N£DOTC123 411.78 ~ 406.05 403.78 200,01 15 rep "1.13 REQUIRES ANYONE EXCAVATING WITH MECHANICAL Architect
EW 21 1.50 8.2 9 5 22 Class 'B' 6" -13" NCDOT CI 23 NCDOT CI 22 NGDOT CI 22 407.54 403.68 401.93 250.OD 15 rcp 0,7D EQUIPMENT ON HIGHWAY .RIGHTS-OF-WAY, PRIVATE
TEMP SEDIMENT 9ASIN FES 20 2,50 26.8 25 8 22 Olass'I' 13"-23" EX PIPE 22A NCDOT CI 22 NGDOT GI 22 403.64 402.27 A01.93 35,35 18 rC 0.96 UTILITY EASEMENTS, DR PUBLIG SPACES TD NOTIFY ALL RATIO Architects, inc. p
EW 18 1.50 28.0 15 5 22 Class'I' 13"-23" NCDOTCI 22 EW 21 EW 21 406,24 401.83 401.69 14,D0 3D rcp 1.OD UTILITIES TWO (2) WORKING DAYS PRIOR TD DIGGING. 135 E Martin Street, Suite 141
FES 17 1.25 NIA 5 4 9 Class 'A' 3" - 6° FES 20 NGDOT CI 19 NGDOT CI 19 406.D0 404.51 403.12 44..88 18 rc 3.1D Raleigh, NC 27601-1371 p NOTES: 919 821-0805 E~1 18 408.02. 403,02 4D2,88 14.Q0 18 rc 1.00 A PIP L NGTH5 ARE MEASURED FROM CENTERLINE ( )
.EXPIPE 16A 1.50 3.5 6 5 9 Class 'A' 3" - 6" NCDOT CI 19 EW 18 TEMP CONSTRUCTION ENTRANCE p LL E E M}i1JB 16 401.00 395.48 394,73 45,87 18 rcp 1.64 OF STRUCTURE TO CENTER OF STRUGTURE.
HW 11 4.00 NIA 16 12 9 Class 'A' 3" - 6" FES 17 Ml~IJ13 16 EW 9 4.00 23.'7 40 12 22 Class 'I' 13"-23" ~IH1JB 16 EXPIPE 16A EXPIPE 16A 398.24 396.80 395.58 76.$7 15 rcp 1.59 CONTACT NORTH CAROLINA ONE-CALL CENTER
FES 5 1.25 NIA 5 4 9 Class 'A' 3" - 6" NCDOT CI 15 NGDOT CI 14 PRIOR TO ANY CONSTRUCTION.. [phone] Structural Engineer NGDOT CI 14 395.25 390.60 382,95 215.00 15 rcp 3.56
TEMP DNERSIDN DITCH FE51 1.50 5.0 6 5 9 Class 'A' 3" - 6" NCDOT CI 14 NCOOT CI 13 NGDOT GI 13 387.61 382.85 375.70 215.00 15 rcp 3.33 ALL STRUCTURE OFF5ET5 ARE MEASURED FROM CL OF LHC Structural Engineers
TEMP SILT FENCE NCDOT CI 13 NCDOT CI 10 NGDOT GI 10 380..35 375:60 371.85 215:00 15 rcp 1.74 ROAD TO CENTER OF STRUCTURE. 1015 Wade Avenue
Note: Apron siaing based on NYDOT Chart NCDOT CI 12 NCDOT CI 10 ~ TEMP TREE PROTECTION FENCE hiGDOT CI 10 385.87 381.50 371,85 290,72 15 rc 3.32 Raleigh, NC 27645 p
HVif 11 NCDOT CI 10 NGDOT CI 1D 377.46 372.41 311:85 14,OD as rcp 4.00 [phone]
ALL EROSION CONTROL MEASURES SHALL BE ALL ADJACENT STREETS NCDOTCI 10 EW 9 EW 9 377.59 .371.75 370.74 45,12 48 crop 2.24
CONSTRUCTION SEQUENCE FESS NCDOTCl4 INSPECTED AND MAINTAINED AFTER EVERY RAIN WILL BE KEPT CLEAN AT EVENT AND ONCE PER WEEK. THE CONTRACTOR ALL TIMES OR A WASH NCD0TCl4 NCDOTCI3 NCDOT Gl 4 396.96 393.50 393:30 66.79 1.5 rcp 3.29
OR THE OWNER SHALL CONDUCT INSPECTIONS STATION WILL BE REQUIRED. 1. OBTAIN GRADING PERMIT; APRE-CONSTRUCTION CONFERENCE MAY BE REQUIRED NCDOT Cl 3 NCDOT CI 2 NCDOTCI3 395.67 391,20 388.06 314.19- 1.5 rcp 1.00 PlumbinglMechanicallElectricallCivil NGDOT GI 2 392.34 387.96 386.14 259.35 15 rc D,7D The Wooten Com an
IN COMPLIANCE WITH NPDES REQUIREMENTS PRIOR TO ISSUANCE OF GRADING PERMIT p p Y FE51 391.15 386.04 385.88 52.00 18 rcp 0.69 120 North Bo Ian Avenue
AND RECORDS OF THOSE INSPECTIONS SHALL NCDOT Cl 2 FES 1 2. REMOVE EXCESS TOPSOIL FROM SITE, INIIALLY; BE KEPT AVAILABLE ONSITE. 3. INSTALL ALL EROSION CONTROL M+=ASURES AS SHOWN; INSTALL DIVERSION SWALES, Y Raleigh, NC 27603
CHECK DAMS AND SILT FENCE, INITIALLY; ADD INLET PROTECTION AS STORM DRAIN ' [phone]
5Y5TEM IS CONSTRUCTED CHANNEL SCHEDU SCHEDULE
4. OBTAIN CERTIFICATE OF COMPLIANCE THROUGH DN--51TE INSPECTION BY EROSION CONTROL OFFICER; Channel Description Side
5. PROCEED WITH GRADING; ption Side Bottom Runoff intensity Drainage C!10 Velocity Area Hydraulic Normal Shear *Lining Civil EngineerlSuNeyor
8. SEED AND MULCH DENUDED AREA WCfHIN 3D DAYS AFTER ANY PHASE OF GRADING; ID Slope STABILIZE CUT/FILL SLOPES WITHIN 15 DAYS OF ANY PHASE OF GRADING; ESTABLISH ,27.1 V-Ditch 2:1 Slope Slope Coeff {inihr) Area {ac) {cis) (fpsj (sf) Radius(ft) Depth (ft) Sfress(psf} Bass, Nlxon ~ Kennedy, Inc. tch 2:1 2.00°/0 0.65 7:22 8.2D 38,5 9,25 4.1fi 0.65 1.44 1,8D G125 (Sta le D) i
PERMANENT GROUND COVER W3TtiIN 15 WORKING DAYS OR 94 CALENDAR DAYS, 26,2 V-Ditch 2;1 ° 6310 Chapel H II Road, Suite 250 tch 2.1 1.2D /0 0.65 7.22 0.34 1.6 1,50 1.04 0.32 D.72 0,54 S75{Staple D} Ralei h, NC 27607
WHICH EVER IS SHORTER; 26,1 V-Ditch 2:1 tch 2:1 2.10°/o D.65 7.22 1:02 4.8 2.70' 1.78 0.42 0.94 1,24 S75 {Staple D} g
7. MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED; 20.1 V-Ditch 2:1 [phone] kch 2:1 3.20°1o- 0.65 7.22 1.36 6.4 3.65 1.75 0.42 0.94 1,87 S0150 {Staple 0)
8. REQUEST FINAL APPROVAL BY EROSION CONTROL OFFICER; 16.2 V-Ditch 2:1 tch 2:1 2.BD°lo D.65 7,22 0.74 3.5 2.65 1.32 0.36 0.81 1.42 5:75 (staple D}
9, REMOVE SOIL EROSION CONTROL MEASURES, AND STABILIZE THESE AREAS. 161 V-Ditch 2:1 tch 2:1 i.10°lo D,65 7,22 0.21 1.D 1.28 0.78 0,26 0.63 0.43 S75 (Staple D) Roofin Consultant
9.2 V-Ditch 2:1 TOTAL DENUDED AREA: 7.9 ACt tch 2:1 3,90°/a 0.65 7.22 1.07 5.D 6,03 0.83 D.29 0.64 1.57 G125 (Stale Dj
WATERSHED: MIDDLE CREEK 9.1 V-Ditch 2:1 tch 2:1 4,8D°!o 0.65 7,22 0.41 1.9 2,77 0.69 0.26 0.59 1.75 5C15D 5ta le D Stafford Consulting Engineers { p
1.2 V-Ditch 2:1 *NOTE: CONTRACTOR TO REVIEW AND ADHERE TO THIS SPECIAL CONSTRUCTION SEQUENCE 1.1 V-Duch 2:1 tch 2:1 3.70°/0 0.65 7.22 D,06 0.3 1.43 0,21 D.14 D.32 0.75 S75 (staple D) 130 Edinburgh South grive tch 2:1 1.50°lo Q,65 7,22 0.52 2,4 1.'89 1.27 0.36 0.80 0.74 575 jStaple D) Gary, NC 27511
_ [phone]
Nofe: A!I linings specrfied are mane?fa :crfied are manufactured by Norfh Amerfcan Green. Contractor to use specrb'ed lining or approved equal.
Food Service
FooDesign Associates
5828 Oak Drive
_ : Charlotte, NC 28227
~I ( } 704 545-6151
I
I ~Y" ~ ; Landscape Architect
I 1~. McNeel Associates
1 ~`t n, Y 5501 McNeely Drive
i ~ Ralei h, NC 27612 9
{ ) 919 782-9677
1
Theater Consultant
Sta eworks g
~ . 1100 Capital Blvd
, Raleigh, NC 27603
`Y,;.. i 919 839-2288 ( )
~ ~ ~ I
A;
x D PERM. CHANNEL 20.1
a n e ~~QI~G~~G~OoQD POND ~ ~OoQD ~
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ELEC POLE E - OHE - ~ - oHE - - _ . NOT FOR CONSTRUCTION -
TO 9E REMOVED - ; ~ oH~ w - < 0 OH ~ OHE OFIE - OHf HE ;OHE -OHE 011E
L L ~ , rELEC POLE J°,.~; . BID SET o
' - PRaP ELEC POLE ~ TEMP. INLET - PROP ELEC POLE ~ PROTECTION {Tti , TEMP. INLET TEMP.5ILT f o .
RI u+ - PUE 0~ k > PROTECTION P. o - TEMP. o~vERSiaN ONCE SHEET ISSUE 04.48.11 (iYP.)
PUE ' o ~ RIP_RAp RIP- ~ r a RAP - TEMP. ROCK ~ ~
APRON (TYP.) ~ 1 , APRON (TYP.) - ~
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a' ,
, ~ - .

CHECKED BY
DLH
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APPROVED BY J 0 0 r
DLH v
b
PROJECT NO.
11002
DATUM INFORMATION BNK 03-10144 COPYRIGHT NOTICE: THIS ARCHITECTURAL
VERTICAL NAVD'$$ V AND ENGINEERING DRAWING IS GIVEN IN
ONFIDENCE AND SHALL BE USED ONLY HORIZONTAL: NAD 1983/2001 STATE PLANE C PURSUANT TO THE AGREEMENT WITH RATIO COORDINATES ra"01
ARCHITECTS, INC. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE
SCALE IN FEET MADE WITHOUT PRIOR WRITTEN CONSENT
OF RATIO ARCHITECTS, INC. ALL COMMON LAW RIGHTS OF 0 25 50 100 150 200 RATIO OTHERWISE ARE HEREBY GHTAN
0 ERWISE SPECIFICALLY RESERVED.
SHEET TITLE
QUARRY ROAD
EROSION CONTROL
PLAN
SHEET NUMBER
C205

f
LEGEND RIP-RAP APRON SCHEDULE PIPE SCHEDULE NOTE; ALL CONSTRUCTION ACTIVITY MUST BE IN ACCORDANCE Owner EDULE
WITH THE ACCEPTED POLICIES OF THE TOWN OF ROLI"SVILLE & Wake County Public School System
Structure do Velocity Length Width ©epth Type d30 Upstr DnStr DnStr GmdlRimElev Up In~ertUp InvertDn Linetength LineSize Material LineSiope CITY OF RALEIGH, AND UNLESS SPECIFIED, DEFERS TO THE 5551 Rock Quarry Road
? TEMP INLET PROTECTION ft s ft l~ Inlet Inlet I) ~fp) ( ) o Raleigh, NC 27610 Inlet (tt) (ft) (tt) fn) (I°) NGDOT STANDARDS AN#~ SPECIFICATIONS
HW 27 2.00 N!A 8 6 9 Class 'A' 3" - 6" HW 27 EW 26 EW 26 403.00 399.62 396.34 51.87 2 rc [phone] 4 p 2.48
~ TEMP ROCK CHECK DAM EWZ6 2.00 35,Z 20 6 22 Class 'I` 13"-23" NCDOTCI25 NGD07C124 NCDOT Cl 24 412.85 408.60 406.15 350.28 15 rc 0.70 IT'S THE LAW!
• - EXPIPE2ZA 1.50 NIA 6 5 9 Glass'A' 3"-6" NGDOTGI24 NCDOTCl23 NCDOTCl23 411.78. 406.05- 403,78 2110,01 15 rcp. 1.13 ~ AS, OF JANUARY 1, 1986, NORTH CAROLINA STATE LfiW _ REQUIRES ANYONE EXCAVATING WITH MECHANICAL Architect
EW 21 1.50 8.2 9 5 22 Glass °B' 6" -13" NCDOT GI 23 NCDOT Cl 22 NCDOT CI 22 407.54 403.68 401.93 250.00 15 rcp 0.70 EQUIPMENT ON HIGHWAY RIGHTS-OF-WAY> PRIVATE
rI:MP sEDIMENr aASIN FES 20 2.50 26.8 25 $ 22 Class 'I' 13"-23" EX PIPE 22A NCDOT CI 22 NGDOT CI 22 403.64 402.27 409.93 35.35 18 rcp 0,96 UTILITY EASEMENTS, OR PUBLIC SPACES TO NOTIFY ALL RATIO AfChiteCtS, Inc. EW 21 408,24 401.83 401.69 14.00 30 rcp iA0 UTILITIES TWO (2) WORKING DAYS PRIOR TO DIGGING. 135 E Martin Street, Suite 101
EW 18 1.50 28.0 15 5 22 Glass'I' 13"-23" NCDOTGI 22 EW 21 FES 17 1.25 NIA 5 4 9 Glass'A' 3" - 6" FES 20 NCDOT CI 19 NGDOT Cl 19 406.00 404.5.1 403,12 44.88 18 rcp 3.10 Raleigh, NC 27601-1371
EW 18 408.02 403.02 402.98 14.00 18 rc 1,00 NOTES: [phone] P ALL PIPE LENGTHS ARE MEASURED FROM CENTERLINE
TEMP CONSTRUCTION ENTRANCE EXPIPE 16A 1:50 3.5 6 5 9 Class'A' 3"-6" NCDOTCI 19 EW 1$ HW 11 4.00 N!A 16 12 9 Class'A' 3" - 6" FES 17 MH/JB 16 MH/JB 16 401.00 395.48 394.73 45.87 18 rc 1,84 OF STRUCTURE TO CENTER OF STRUCTURE. p
EW 9 4.00 23.7 40 12 22 Class 9' 13"-23" MH/JB 16 EXPIPE 16A EXPIPE 16A 398.24 396.80 395.5$ 76.87 15 rcp 1.59 CONTACT NORTH CAROLINA ONE-CALL CENTER
FESS 1.25 NIA 5 4 9 Class 'A' 3"-6" NCDOTGII5 NCDOTCI14 NCDOT Cl 14 395.25 390.60 382.95 215.00 15 rc 3,56 PRIOR TO ANY CONSTRUCTION. [phone] Structural E~ineer p
TEMP DIVERSION DITCH FE51 1.50 5.0 6 5 9 Glass'A' 3"-6" NCDOTGI14 NCDOTCII3 NCDOT Cl 13 387.61 382.85 375.70 215.00 15 rcp 3.33 ALL STRUCTURE OFFSETS ARE MEASURED FROM CL OF LHC Structural Engineers
TEMP SILT FENCE * Note: A ron siarn based on NYDOT Charf NCDOT GI 13 N CDOT CI 10 A g NCDOTGII2 NCDOTCl10 NCDOT CI 10 380.35 375.60 371.85 215:00 15 rcp 1..74 ROAD TO CENTER OF STRUCTURE 1015 Wade Avenue
~ TEMP TREE PROTECTION FENCE NCDOT Cl 10 385.87 381.5fl 371..85 290.72 15 rcp 3.32 Raleigh, NC 27605
HW 11 NCDOT Cl 10 NCDOT Cl 10 377.46 372.41 371;86 14.00 48 rcp 4.00 (919) 832-55$7 EW 9 377.59 371.75 370,74 45,12 48 cmp .2.24
ALL EROSION CONTROL MEASURES SHALL BE ALL ADJACENT STREETS NGDOTGI 10 EW 9 IN P CONSTRUCTION SEQUENCE S ECTED AND MAINTAINED AFTER EVERY RAIN WILL BE KEPT CLEAN AT FES 5 NCDOTCI4 NCDOT CI 4 396.96 393.5fl 391.30 66.79 15 rc,p 3,29
EVENT AND ONCE PER WEEK. THE CONTRACTOR ALL TIMES OR A WASH NCDOT Cl 4 NCDOT CI 3 NCDOTCI3 395.67 391,20 3$8A6 314.19. 15 rcp 1.00 Plumbin lMechanicallElectricallCivil
OR THE OWNER SHALL CONDUCT INSPECTIONS STATION WILL BE REQUIRED. 1. OBTAIN GRADING PERMIT; APRE-CONSTRUCTION CONFERENCE MAY BE REQUIRED NGDOT CI 3 NCDOT CI 2 fN COMPLIANCE WITH NPDES REQUIREMENTS PRIOR TO ISSUANCE OF GRADING PERMIT NCDOT CI 2 392.34 387.96 386.14 259.35 15 rcp 0..70. The Wooten Com an p Y
AND RECORDS OF THOSE INSPECTIONS SHALL 2. REMOVE EXCESS TOPSOIL FROM SITE, INITIALLY; NCDOT CI 2 FES 1 FES 1 391.15 386,04 385.88 52,00 18 rcp 0.69 120 North Boylan Avenue
BE KEPT AVAILABLE ONSITE. 3. INSTALL ALL EROSION CONTROL MEASURES AS SHOWN; INSTALL DIVERSION SWALES, Raleigh, NC 27603
CHECK DAMS AND SILT FENCE, INITIALLY; ADD INLET PROTECTION AS STORM DRAIN [phone]
SYSTEM iS CONSTRUCTED CHANNEL SCHEDL 4. OBTAIN CERTIFICATE OF COMPLIANCE THROUGH ON-SITE INSPECTION BY EROSION SCHEDULE
CONTROL OFFICER; Channel Descri flan Side •iptian Side Bottom Runoff Inten~ty prainage Q10 Velocity Area Hydraulic Normal Shear ~t.ining Civil EngineerlSurveyor
5. PROCEED WITH GRADING; p 6. SEED AND MULCH DENUDED AREA WITHIN 30 DAYS AFTER ANY PHASE OF GRADING; IR Slopi Slope Stage ~°!a) Coeff (inthr) Area (ac) (cisJ (fpsJ (sfj Radius(ft) i)epth:(ft) Sfiress(psfy
STABILIZE CUT/FlLL SLOPES WITHIN 15 DAYS OF ANY PHASE OF GRADING; ESTABLISH Z7,1 V-Ditch 2:T Bass, Nixon & Kennedy, Inc. )itch 2: T 2.00/0 0.65 7.22 8,20 38:5 9,25 4.18 0,65 1.44 1.80 0125 (Staple D) 6310 Cha el Hill Road Suite 250
PERMANENT GROUND COVER WITHIN 15 WORKING GAYS OR 94 CALENDAR DAYS, 26.2 V-Ditch Z:1 )itch 2:1 1..20°l0 0.65 7.22 0.34 1:6 1.50 1.04. 0..32 0,72 0.54 S75 (Staple D) p '
WHICH EVER IS SHORTER; 26.1 V-Ditch 2,1 7. MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS )itch 2,1 2.10% .0:65 7.22 .1;02 4.8 Raleigh, NC 27607 2.70 1.78 0,42 4.94 1.24 S75 (Staple D) 919 851-4422 ° { )
ESTABLISHED; 20.1 V-Ditch 2:1 )itch 2:1 3.20/0 0.65- 7.22 1:36 6.4 3:65 1.75 0.42 0,94 1,87 SC150 (Staple D)
8. REQUEST FINAL APPROVAL BY EROSION CONTROL OFFICER; 16.Z V-Ditch 2.1 9. REMOVE SOIL EROSION CONTROL MEASURES, AND STABILIZE THESE AREAS. 16.1 V-Ditch 2.1 )itch 2.1 2.80°10 0.65 7.22 0.74 3.5 2.65 1.32 0.36 0.81 1.42 S75 (Staple D)
)itch 2.1 1.109'0 0.65 7.22 0.21 1.0 1.28. 0.78 0.28 0.63 0.43 S75 (Staple D} Roofing Consultant
TOTAL DENUDED AREA: 7.9 ACf 9,2 V-D~tch 2.1 WATERSHED: MIDDLE GREEK 9.1 V-Ditch 2:1 )itch 2:1 3.90% .0.65 7.22 1:07 5,0 6,03 0.83 0.29 0.64 1.57 G125 (Staple D) )itch 2:1 4.800 0.65 7,22 0.41 1.9 2,77 0.69 0.26 0.59 1.75 5C150 Staple D} Stafford Consulting Engineers
1,2 V-Ditch 2:1 )itch 2:1 3,70°/0 0.66 7.22 0,06 0.3 1.43 0.21 0.14 0.32 0.75 S75 (5tapfe D) 130 Edinburgh South Drive
*NOTE: CONTRACTOR TO REVIEW AND ADHERE TO THIS SPECIAL CONSTRUCTION SEQUENCE 1 1 V-Ditch 2:1 )itch 2:1 1.50°/0 0.65 7.22 Q.52 2.4 1,89 1.27 0.36 0.80 0.74 575 (Staple D) Cary, NC 27511
'Note: AN linings specified are rrianul {919)461-8125
~eci~ed are manufactured 6y Nortff American Green Contractor to use specrf~ed Irning or approved equal.
Food Service
FooDesign Associates
5828 Oak Drive
Charlotte, NC 28227 {704) 545-6151
Landscape Architect
McNeel Associates Y
5501 McNeely Drive
Raleigh, NC 27612
[phone]
Theater Consultant
5ta eworks g
1100 Capital Blvd
Ralei h, NC 27603 9 {919) 839-2288
,b.
INSTALL DOWNSTREAM S F ~
TEMP. ROCK DAM5 A5 T ~9'~ WA ERLiNE IS INSTALLED ~ -Y
~~1~11G~G~~G~Oo~,ID SEAL
~~0~ GR4VEC ,r. O : 029993 - DRlVE
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TELEPHONE PED , , f, _ _ _ _ _ _ _ - , ;=r~
~ _ . - ~W - _ . - _ _ ~t-~
MAIL 8GX . _ - .-1-- -.-~1- - - ---.L,'--~-.r ;

- ~ ~ r.. _ _ _ ~ ~ NOT FOR CONSTRUCTION
. _ ~ ~ Q GRAVEL
~ ; ~ _ a , . . r_ , _ . DRlI!E - _ . _ . . . , BID SET
. , ~
~ ' TEMP. INLET
_ ~ , . PROTECTION (TYP.) _ SHEET ISSUE 04.08.11
t - - I _ TEMP. SILT
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DATUM INFORMATION BNK 0310144
VERTICAL: NAVD'88 1 COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN HORIZONTAL: NAD 198312001 STATE PLANE CONFIDENCE AND SHALL BE USED ONLY
COORDINATES PURSUANT TO THE AGREEMENT WITH RATIO
ARCHITECTS, INC. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE
SCALE IN FEET MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO ARCHITECTS, INC. ALL COMMON
0 25 50 100 9 5a 200 RATIO LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED.
SHEET TITLE
QUARRY ROAD
EROSION CONTROL
PLAN
SHEET NUMBER
C206

1
f 1~ / r 1
c 11;:11 I r w w1 1 / ~ ~ ~ N II ~ II ~ o ~ I Owner I ~
NNW 11 v II >rQo ~ ~ O ~ 360' LANE TAPER 6' OFFS ~ fdP I Q ~ I ( ET 60 H DES GN SPEED) Wake County Public School System ~ o 1
7 7 a r 11 1 I / M 0 1 II Z 0 Na II ~ wocN Z, 0 M ~ I 5551 Rock 4uarry Road
W D7 [p23'~ ~ II Nw ~ W ~ ~ ~ I Raleigh, NC 27fi10
a r I ~ a ~ I ~ Il m I ~ u ~ I ~ I~ ~ I (919} 850-1600 tom I ~ ~ W~
o _ . ,,w , W V , s~RO~ 104' Row
. ~ ~ I EX FH ASSY a , u• ~ ~ 1 ~ ...II I / a z ~ PUE ~ ~ I Architect
+ ~ ry 11:x."?~~:~,~ I PROP ROW WATERLINE F ~ (9Y OTHERS)
u ~ m° ~.1 ,..I TELEPHONE PED ELEC/r'EL POLE ~ l + `ELE a / ~ 1:1 ;~.~I PED ~ ~ I Ex FH AssY ~ RATIO Architects, Inc. u. _ I ~ o I l W/2'xz' FN EsM'r " ~ N 135 E Martin Street, Suite 101
FENCE - ~ °HE - - - oHE off - - w - ~ ELEC/TEL POLE i ` IGNI , HYDRANT E - -c+ar~e°'-- - - W - ~ , ~`~'II EX 12 BLOW PROP (4) 45 BEND ~ Ralei h N 27 - 1 I ~ g , C 601 1371
~ WATER VALVE ro ~ ~ oHE oHE - aH w_ ~1 ~ w - L w - - w - .~4 , - ' ELEC o-^`= w ;c~ ~ c' ~ ~ o ~ ....f - - "1 ~ ,..a_` ~ ' - - aHE - - orb= w~ - _ ~EL POLE - _ , I OFF ASSY W/ ~ ~ ~ EX GALE VALVE WATER h1H LID o 20 PDE [phone]
'p / / ~ YI ~4, ~ . k OHE1... - 9HE OHE - OHE - - - ELEC/TEL vi x aHS'~ - oHE - - ROLE EX BLOW ~
15+ SIN _ ~,.wc ~ ~ TELEPHONE PED a, ~ \ SIGN -i w w _ . _ - HE - - awE z~. - i - . aHE - -J- oHE !wE . _ oH~ ' : - OFF VALVE ~ ELEC ~ !l! - W ^ - z ' , - - OHE - OHE - ~ OHE - - - OHE - OHE NHE POLE- 1 ~ Structural Engineer _
n _ Eo 00 ~ - ..,....gw.~ _lP'=-~.,:,~.. ~ W ~r. .,:a. a OHE - OHE JHE - - - OHE - - -zw ~
F --I _ _ _.w . - ! - , ~ ~ - ~ r. ~ 0'26+QO a 11 ~ " _ - ~ ELEC POLE - R ~ 21 +oa ~ o LHC Structural Engineers ~ PRO RIP RAP
M _ (TO sE ReMOV~n} I , . ~w • / - - ~I---~.- N ail 2z+ao i ~ a w _ - ~ ~ x - - ~ x - - - x _ _ _ x 1015 Wade Avenue
~ . - _ ~ W - W - - - W ~ _ _ _ _ -24" RcR-I i - _ . Raleigh, NC 27605 24+00 p W - _ _ 25+00 ~ (919} 832-5587
ELEC POLE ~hF 0 - owe - 1 STREET SIGN ; =GAS VALVE ~ p ~ ~ ~ -`f'~ 'r ~ ~ «:;~*s5 owe _ -G~ ~c - o ¢ ~ 11 • - -~---1----~, °o
~ BY OTHERS ~ cr,~, . = owes-- a 11 , a _ 4 w
- "1~ ~ , J~- ti r ~ = -919E; o Plumbin IMechanicallElectricallCivil
, ~ / - ~ .x 1 r ELEC POLE . i. ~ ~ ,.j o~` - r, ~ . ~ 1~,:;`± / ~ ` ELEC POLE o ro- s~dE- ~c . ~ ..r oe _ I ~ r..c;• ' ~ ~ EC POLE OV } _ The Wooten Com an -~-~=~_GHE=--G - _ p Y
(BY OTHERS) , ? ; ; ~ ; ~ n I ~ EL , (TO BE RAM ED PUE ~ _~~oK. a. ~ ~ y ~ „ (BY 07HERS) ~ ELEC POLE ' c - - c = oHE H ~ _ 24" RCP
a „ (BY OTHERS) BY OTHERS C~I v _ - i _ r , _ or ~ ~ ° - { ~ I ~ _ _ - - ~!P` - G _ ~ ~ oHE _ oHE ~ 2s 1 120 North Boylan Avenue ,:;F _ :k, _ ~m_.-- ~ ~F ~H~ - - -flu _ - =-aH~ o~_ _ _ _ a sigh, NC 27603
~ ~ t ~ ~ ~ ~ ~ ~ ~ 1 1.1 ~ ~ r TBM - NCDOT MONUMENT R2814B BY2-309 11 / ~ ~ ' - ~ - . oxe awe ol~ axe a~ axe e + GHE _ [phone] _ e axe o~ axe OxE
VERTICAL - 411.38 NAVD '88 ~ `,~r.'• I ~-t. ~ ~ _ - PROP RIP RAP N ELEC POLE HATCHED AREA 2O' PDE I
HORIZONTAL -NAD 1983 2001 STATE PLANE COORDINATES 1:~:~~~,'•":'~"' u Q / I , r~ ~O~ II ":y" II PUE G~OoL~C~S 9~QL~C~ ~ 0 a D ~ (BY orHERS) DENiorES 1.z5" ~ 1 OQD
ELEC POLE ` PROP ROW (9Y OTHERS) ~ p PUE OVERLAY ~ w Civil EngineerlSurveyor - _
{TO BE REMOVED) 11 ( ti II 11 ~ I ~~~~G~ ~ 0 0~ Q Q ELEC PaLE W r? z a • a N Bass Nixon & Kenned Inc. M N SHADED AREA DENOTES (TO BE REMOVED) a ~ ~ Ys
PROP ROW 1I lI Il 11 ~ NEW PAVEMENT (REFER N ' ~ 8310 Chapel Hill Road, Suite 250
„ z ~ TO C213 FOR SCHEDULE) EX OVERHEAQ ~ ' F- Raleigh, NC 27607 o N ELECTRIC W o 919 851-4422
- + (TO 8E RELOCATED) o + ~ } 3~
SCALE: 1" = 50' ZN O ~ RELOCATED OVERHEAD a
~ ~ ELECTRIC ~ ~ r Roofrn Consultant
~ I 11 II 1 + 1 Stafford Consulting Engineers
G W I l 1 I 11 ~ ~ J I 11 II 1 ~ I I ~ 130 Edinburgh South Rave
' JN~ Il 1 III 1 ~OtO N.~N~ I 11 111 Qp ~ I ~ ALL OFF5ET5 ARE MEASURED FROM EDGE OF PAVEMENT Ca NC 27511 p• Q p DATUM INFORMATION ry,
s I I I I M 774r II 1 11 1 1 Zpr7 M a I I ~ 919 461-8125 Z Q w VERTICAL: NAVD 88 ( }
N d. 0 1 11 I N u1 } 11r~ , I 1 11 I W ~ W r m II I 111 tr N x I NOTE: ALL CONSTRUCTION ACTIVITY MUST BE IN ACCORDANCE HORIZONTAL: NAD 19 001 STATE PLANE r , 83~
~ I 1 r U a m 1 1 u V a ° I COORDINATES ~y m l WITH THE ACCEPTED POLICIES OF THE TOWN OF ROLESVILLE &
1 I ~ o ~ I 1 W r I Ir:..~~~. ~ 1 ~ t ~ ~ 1 • ~I I ~ r W~ M I on CITY OF RALEIGH AND UNLESS SPECIFIED DEFERS TO THE Food Service W ~ ~ W ? 1
7 Il I 1 Q ~ ~ 1 ' 11•,.:....,11 I I ~ Q Z l ~ ~ FooDesi n Associa#es ~ ~ NCDOT STANDARDS AND SPECIFICATIONS 4 z5 So 144 1~a z4a g .
+ { N I I~ I U. ~ d ~ ~ II Il 1,:1 "~I ~ H LL 1 I L ~ 5828 Oak Drive
1~1' .~I 1 u- ~ ~ r I p W ao Charlotte, NC 28227 w ~ j ~o ` ~ I I I N~ ~ CONTRACTOR TO VERIFY N (704}545-6151
ail ~ , 11 ~ 1 ~ 1 Z W+ LOCATIONIDEPTH OF FIBER I F..
l W~~ ~ w wo N OPTIC LINE. RELOCATE AS o w
~ / 1 \ I 5 ~ a NECESSARY TO INSTALL TORM rn Landsca a Architect
x 3~ S + ~ ' w McNeel Associates
DRAINAGE AND WATERLINE. N 1 w Y u, ~ 1 a 5501 McNeely Drive
~ ~ Raleigh, NC 27612
i ~ - , (919} 782-9877
~ . 24+00 ~
z 25+Oa mm 0 26+00 - ~~w o _ _2~+0° w _ _ _ _ 2s+oa Y ~ 2s oo ~ Theater Consultant
_ _ _ _ _ ~ _ _ _ _ ~-I-- ~ Sta eworks g
1-~ - ci m _ - - - - - _ 1100 Capital Blvd
. - - - - Raleigh, NC 27603 ~ ~ 919 839-2288
/ I :x~` ~ 1 / ll~l o ~ ~
TBM - NCD T M 1 1,~~~~~~ . G~ I:I III / 0 ONUMENT R2814B BY2-305 I~~;•ti,~,:~.Il II I ~ / W ~ } ~
VERTICAL - 411.38 NAVD 88 1 1~~'~`~'". I11~1 I ( ) I II ~ 1 N p ~ ~
HORIZONTAL -NAD 1983/2001 STATE PLANE COORDINATES 11 I 1~:;•::`"`,', I I 1 1 U]1~L;~~VOL4L~-.~ b o d y z. x z I ar p I aOaD JOW o. o_~
. II 11 1 I ~ 1 o in~o ~o~o !3a pN in ~
Il I I I I { 11 11 I 1 IIV~lJ1U11 ~~©~j WHO ~'W~ INWr- ~Q a~~W ~ Z sd> t'1 - N O O JN 0~7 W ~ ~
I I II PROP ROW I I II Il 1 WN~o~i~ui nu~WUi M a,~~~ i { $ ~ WrW~ Q 0f-ON F-N ~ •
1 I • • I I 11 11 1 FQ1~W61j0i IQ~Ffi ]DfW01 Oi I+w~NON NNIN ~N ~N2N Q y9~
SCALE: 1" = 50' 1 11 II 11 I 1 ~ J if1 Iq t~ u'} 010 as ~ OD J p0 ZNZm1VZN ZNZN N ZN N N SEAL
I 1 I I I I II 11 11 I I II 1 ~a~~a~a ~ ~ as ~a~a ~ 429993
! It w1 V m~nm°FFw W~W{Q. ZF- W z ~a rJ:. C1 N Q? ~ m N m U} W (~1 a] f/3 W ~ p ~ yw 2 ~ N ,80,Hj1"-5,V
4~~ SCALE:1 ° = 50' H~ 1"= 5' V 430 , y ~
k - b - • ~ x~` : I
• , I I ~ . . ~ _
• ~ EXISTING PROFILE CENTERLINE _ , EXISTI G-`PROFIIf-ALONG 30'- 45'i- F
q.. - ~ ~ ~ h ~ ~ O ,FSk~f LEFT 1 ~ _ _ _ . _ _ ~ - L TING.~PROFILE AL(}.NG .~0./_4S O6FSET_ RIGHT..
5 _ 42 ~ ~ , ~ NOT FOR CONSTRUCTION ~ ~ I ~ ~ ( 425 ~ I I~' ~
• _ ~i~ ~ ~ 1 , ~ ~ _.I. ~
._s. ; ~ I ! _ . - - - - - E..
I ~ . _...I. _ I I -
i ~ ~ f sH~ET lssuE 04.06.11
420 ~ , E 420
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I~ I i i , p~~~ C • ~ : e. . _
"h ~ - i E 7.. _ - ~ EX FH ASS ~ - i _ . - - - - -
, ~ _ , _i I ~ . - - _ _,_...4 ~ - 15
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: ; 410 ~
~ Ex ~z° DI war _ _ ~ ; EX 12" D! WATERLINE ' ' ~---a
~ ~ - _ i "'r ~ ~ RWR~ ~ - _ - - s_ - - - - - - ~ - - ='RFC' , _ , _ ~ . - ~ -.BEGIN PHASE 2 12" 01 ~ ' WATERLINE CONSTRUCTION
~ ~ ~ ~ ~ ~ ' ~ i s i _ ~.W_ w.__ _ ~ ~ i _ - - - ~ ~ ~ - I _ ~ - - - STA: 27+75.04, LT 21 69 ~ ~ '
' A IRWR _ . ~ ~-.r ~ - - _ _ , _ ~ E GV _ _ REIAOVE 12" TEMP BLOW - : X 12 ~ ~ ~~ws -~1~_ . _ _ _ _ , ' I_. 1.._ . _ _ ~ OFF' ASSY _
~ ~ ~ ~ RwR ----r= ~ • 405 ~ ~ R',4R ~ ~ ~ RWR t .i~. ~ . 5 i ~ ~ ~ 405
I i ' R R , ' ' r ~ 38.87 LF-~ I ' '
i { 0 2.48-... - ~ -
I ' I RA'L
400 41.83 IF i 400
T- 24 RCP I CHECKED BY o ' E 1 ~ ~inv L DLH
~ 4.63 , 36 RCP . , _ _ ' ABLE . FILL W/ FLAW
FILL AND AQANDON (BY OTHERS)' L- _ _ W.
(BY OTHERS) , _.._a
395 i Z 395
APPROVED BY ~ O O F• ~ DLH ~
I ,
- - - i I ,
z _ REMOVE TEMP slow OFF vAtyE
390 PROJECT NO. 390
i , I ` 11002
.m.-..._.- a..~- BNK 03-10144
COPYRIGHT NOTICE, THIS ARCHITECTURAL j - , OVA
'T c a o 6ENTERLI E ~r r I ~ ~ ~ ~ ~ ~ I I I AND ENGINEERING DRAWING IS GIVEN IN w r
EL VATIO S j 385 W ;N W N N W CONFIDENCE AND SHALL BE USED ONLY NO~pw PURSUANT TO THE AGREEMENT WITH RATIO
I 385 ARCHITECTS, INC. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY B E
U) Lq Q U7 O h "i cq O() Iq U} N -00 Op U) I h N U M N fV O C O 0) 01 0) m DD 00 pp co p N Iq N O n r3 co d O O N V r rn Gp ap C1 r r N MADE WITHOUT PRIOR WRITTEN CONSENT
g g g I d co 00 r m O to ~i vi t r i ri r~ a d OF RATIO ARCHITECTS, INC. ALL COMMON g g g g g g g LAW RIGHTS OF COPYRIGHT AND
RATIO OTHERWISE ARE HEREBY SPECIFICALLY RESERVED.
18+00 19+00 20+00 21+00 22+00 23+00 24 24+00 25+00 25+00 27+00 28+00 29+00
SHEET TITLE
ROLESVILLE ROAD
PLAN & PROFILE
SHEET NUMBER
C207

1
k i
I. p ~ ' Q ~ o I / ® ~ ~ 38i 360' ~ ~ CONTRACTOR TO VERIFY {s D rAP~R Owner
QO 6 V I ~ o D~ :t u { OFFSET ~ QQ I PROP FH ASSY ~ ~ ~ KPH D ' ~ L CAT N D ESIGN SpEE 0 10 1 EPTH OF FIBER
PROP FH ASSY © 'rr~, u1 5TA 33+97.74, 28,70 LT p ~ ~ a 20 PDE ~ STA 30+73.24, 26.76 LT a ~ J o) ~ Wake County Publlc School System OPTIC LINE. RELOCATE AS
W/ 2x2 ESMT ~ n ~ W/ 2'x2' ESMT _ _J ~ 5551 Rock Quarry Raad NECESSARY TO INSTALL STORM Ralei h, NC 27610
n ELEC/1'EL W I BARB 4UIRE FENCE PROP 12" DIP WATERLINE / ley 1 0 N POLE ~ I f ~ PROP i 2" DIP WATT g oP 12" DIP WATERLINE DRAINAGE AND WATERLINE. [phone]
r.,~.9HE ~QHEr_ _ -oHE - -off ~ ELEC~TEL POCE ~ ~ ~ a E - oHE - -oHE - - I ELEC EL POLE
OHE OHE - ^W OHE - - OH I A,• ELEG EL - ~ _ ~ E - OHE - - OHE - - OHE - - - ~ TE'LEPNONE-PED 1, _ x .._--.x x 2r x - x x - _ oHe, - POLE _ '.EC EL PROP 5' CONC PUE ~ _ SIDEWALK
"u,; I X---- x---x --x---z---x _...-x---x-~ SIGN STOP o OCE ~Z OF 41' B-B PROP ELEC POLE ~ . Architect
_ ''~~24 RCP ,L~~~~lw. ~C~~'~_ ~~.Jti~.~.J`.1~w1~J~~" ~~~~..~~~.:~~~R OPrIC FEO F76ER oPTic MA~xER ELec/rEL ~ RATIO Architects Inc. ~ POLE 20' PDE PROP FH ASSY ~
~
+0: +0 40 t7 STA 38+86.43 43.00' LT 135 E Martin Street, Suite 101 ~ r \ ~ g ' ~ ~ Ralei h NC 27601-1371
~i 0 o ~ /oo, [phone] . ~ ~ ~ V
: I I l i i - ~ ~ ~ti ~
24" RCP - - ~ - - ~ MAIC BOX, Elp PROP 8° DIP WATERLINE c
,tom :0 E - OHE - pT _ ~ - ~ GAS VAL~1E OI~PE~ - n' " @ ~ ~ - - - PROP 12 CROSS W 4 GN'S ~ ~ _ h~ ~ , ~ ~ Structural Engineer . c . a. ~ 18 m ~ ~ N ~...t
1 ,~Y + - OH~~ OWE - - / - ~ ~ ~}~E - - - AND /1 12°x8" RED ~ - - _ ~ ^h. LHC Structural Engineers ~w i c x
i N ~ OfE 9WE --=~pP~ ~ - OHE - - W f,, oHE - - vHE - - ~ oHE STA 34+34.07, 18.OD' LT ~ n FIBER OPTIG hfAl ~ ~ ~ ~ - ~ ° 1 ~ ~ ~ ~ 1015 Wade Avenue F7BER OPTIC hfARxER ~ c s is ~ ~
2O' PDE ~ Q ! ©HE - OHE - OHE' I~ } ~ ~ PUE ~ ELEC POLE ~ ; oHE - _ - - d, OsHE OHE - - ~ o - . T` Raleigh, NC 27605 e ~ 919 832-5587
M - OHE - - OHE - DHE - - -off ` ~c . 18" RCP ~ { ) E ~~E` ONE-- 0
ELEC POLE _ HATCHED AREA I ~oQ~~~o~a~ ~oa© - , , (TO BE REMOVED) ~ DENOTES 1.25" ~p~,aa {~~g~ HE ~6 ~ \ 7`/ V APPRDx LDC,anoN ~ ~ ~
~ ~ OVERLAY ~ll'll~i~~ UVUe~1 ~ j " APPROJ U ~ PROP 8 B.O.A. OF EX r5" ~r OF Ex B" GAS L1NE ELEG POLE ~ ~ ~ ° G ~ PlumbinglMechanicallElectricallCiyi) ~ `
EX OVERHEAD f' ~ ~ ~ w r ~ ~i ~ ~ STA 34+23,21, 28.12' RT ELECrRIC ~ Q o / ~ f PUE ; . ~ ORlIIE
~I ; a; ~ , (TO BE RELOCATED) f NEW PAVEMENT (REFER l ~ ; ~ ~ , ` P E i ~ ~ The Wooten Company \ ~ ~ 51G w oye rr 0 120 Narth Boylan Avenue
TO C213 FOR SCHEDULE) lad t i o f \ ~ ~ ^ 24" c~uP=fir ~1a3` ~ ~ Raleigh, NC 27603
ELEC POLE I / TO BE REMOVED ~ w { } ~ ' ~ \ 919 828-0531 zo \ \ { )
z o g~
I N ~ ~ \ ~ aa~ ~ ~ ~ G~vil En ineerlSurve or
~ ~ srREEr ucHr o ~ \o \ Y
SCALE: 1" = 50' ' 2 ~ Ex POND tiF ~ , ~ ~ ~ ~ , Bass, Nlxon & Kennedy, Inc.
0 ~ ~ ~ o \c ~ 6310 Cha el Hill Road Suite 250
Q Raleigh, NC 27607 [phone]
o I N
UI d 0 ALL OFFSETS ARE MEASURED FROM EDGE OF PAVEMENT
rn ~ a w / p Roofing Consultant
~i T 500 MAXIMUM Q n + (0 ~ NOTE: ALL CONSTRU TI N A TIVI M T Stafford Consultin En Ineers ~ ~ C O C TY US BE IN ACCORDANCE g g
N ~1 ~ v W „Q WITH THE ACCEPTED POLICIES OF THE TOWN OF ROLESVILLE & 130 Edinburgh 5auth Drive
~ U a ~ CITY OF RALEIGH, AND UNLESS SPECIFIED, DEFERS TO THE Cary, NC 27511
a [phone] NGDOT STANDARDS AND SPECIFICATIONS
~ ~ sicN roP
~ ~ ~ _ _ 51G
Food Service
_ - -28+00 - 29 DO 30+ 0 31+00 32+00 33+00 +00 3 +00 i`ooDesi n Associate g s
- - - - ~ p C7 00 - Q - - N as+oo o, 5828 Oak Drive ~a
~ti Charlotte, NC 28227 _ 370° ,...,..o ~ [phone]
J - ~ ~ o
0 ~.ti ~ ~ ~ N~
%i Landsca eArchitect ~ ~ ~ p
N ~ Q~ 0 iaD n ~°0 ~ McNeel Associa ~ o y tes
~ G~O~C~~~~C~L~~' ~@aD ~ r z ~a O ¢ a ~ ~a. , a 5501 McNeely Drive ~ ~
W ~ !1 U©eJ w w~ o Z 3 3 i'~1~:> ~ ~ G Ralei h, NC 27612 9
2 ~ '~0~%°w~~t°n ~ [phone]
U ~ Q Q : 2 . fV ~ p ~ ~ ~ ~9 0° G L ` DRIVE
F' ~ ~~!Z Q~i Q0~10~ N 4.3N ~D I ~ ~ ;~~~i, rr °~iwp o flOO go
ar ~n WN ~~ao~OM acv °ni dpi ~ O 'Q'/ I iA ~NNq~d; O ~ tw-~ ~ srG Theater Consultant ~ \ ~ ~
+ w+ ,0 w+ om~o}o ~~m ?o ~ ~ x~ S#ageworks X20, 2+•
o ~ ~ cn"'"'aw~ o~ ~ o ~ p JN \ a 1100 Capital Blvd ~~O Q 0"0 ~ o ~ \ ° Raleigh, NC 27603
t~irQ- ~q xyM ao z NN ?N O~ ZHQZQqF WXF 4~1H a ~ ~ ~ {919) 839-22$8
wN~wON Q7wN iDN
2,j \
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425 SCALE:1 u = 50' HI 1 5' V 425 ,a ~,r;
i i - I ~ ~ ~ P• ~ i _ ~ Sp.
i ~ ~ - ' ~ i _ I. ~ 'Y ~ , 9'a y . ~ i € 1 -
i EXISTf G .PROFILE ;CENTERLINE SEAL ;
I . s i . _ . AL , NG--30 45 iF"5 LEFT' - - ~ - EXISTI G ' PROFlkE ; D 029993 - ~ ~ _EXISTING.LPRpFILE!,AL NG-_30'/45'.;,_Q FSET_R-I_GH1'
420 ~ ' ~ 420
' i i I ' ' ' ' ' ' ' _ - - I _ ~ , ~ ~ ~ ~ r
- _.1.. . . . . ~ . . _ .I_.... i DATUM INFORMATION
PRDP FH ASSY ~ LL ,....STA 33+9774, 2 99 LT _ i. ' I i . ~ _j VERTICAL: NAVD'88 _ ~
I ' I ' I HORIZONTAL: NAD 1963~20U1 STATE PLANE ~ I I i I COORDINATES
I 415 NOT FOR CONSTRUCTION
- ~ I - - ~ ~ _.__I SCALE IN FEET
. i I . ~ _ _ : . _ _ . ~ _ ; n z5 5a BID SET
~ I ! PROP FH ASSY x+rL ~ _ f L _ - i_ ~ _ . _ -STA 30+73.24, 30.53 LT _ _ lrr~~_ r -r, ~ 100 150 zno m ,
_ - . ` 'I I
~ i L ~ ~ ~ ~ 410 "~q~ I I ~ ~ SHEET ISSUE 04,08.11 ~ 410
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I- ~ I ~ ~ a _ ..1--- - ~ ~ - R I l 405. ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I ~ ! 405
r iw I ~ T i e ~ ~ ~ i ~ x _ . _ _ ; ~ _ ~ _ i 2 CROSS w/ {a) c+r's . - R , , ,
. . PROP _ I. ~ ~ ~ i ~ ~ i i i !AND 1 12 x8 RED _ ~ I PROP FH ASSY '
i . _ - ~ i STA 34+34 07 18 00' LT I , ` - _ STA 38+86.43, x3.00' LT
R KVI ~ i ' ~ E i RVlR ! E I ..._.I ; ~ i I ,
- _ m i 4 OOl i , 400 ~ I
i ~ ~ ~ I I PRDP i 2 DI I I w
WATERLINE PUBLIC _ _ _ _ , _ ,.__.E... _ ~ , _ _ . _ I ) i _ 14 i i i
~..W _ _ . _ ~ rt i.. , rn i I ! I ~ ~ I,
. - - _ I ;
_ ; . . ! r ! _ c 395 ~ ~ ~ ~ ' ~ _ _ I ' ~ _ _
- ~ E _ ~ ~ , _._..F _ _ I I ~ ' -
_ i 38.78LF ~
t ' 18 RCP I ~
1 390 52% 390
: : - I i i
: CHECKED BY
I I : : - DLH i
385
: , I 385 1 ' APPROVED BY
I
I E I DLH I
r I
I ~ I I I ',U 380 I I I : 380 I : PROJECT NO. i
I ~ I II I I ~ i I I ~ W ry - - 11002
BNK03-10144
- - ~ _ CENTERLI E - p : ~ W D COPYRIGHT NOTICE: THIS ARCHITECTURAL I
i-EJ ELEVATI015 AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY
375 rn W 375, C PURSUANT TO THE AGREEMENT WITH RATIO 1?
M It IQ cq q N N 61 M C) M CI) M O ~0 ~ O ~ W ~ ~ M Iq ~ O O 4D ID ARCHITECTS, INC. NO OTHER USE ap +n m n rn N n N o a0 n m N M DISSEMINATION OR DUPLICATION MAY BE
.r vi LO N v} ad w n n EJ O o O o id i) g g g ~ K) N O °o rn w w rn rn MADE WITHOUT PRIOR WRITTEN CONSENT
¢ q1t It q1t g g M M 0) 0) OF RATIO ARCHITECTS, INC. ALL COMMON R A j LAW RIGHTS OF COPYRIGHT AND
/y 1 OTHERWISE ARE HEREBY SPECIFICALLY
29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+0C 36+00 37+00 38+00 39+00 RESERVED.
SHEET TITLE
ROLESVILLE ROAD
PLAN & PROFILE
SHEET NUMBER
C208

3 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ Y ~ i i ~ j ; ~ ; 50' NEUSE RIPARIAN ~ ~ ~ j 9 ~ / ~ i ~ ~ ~ ~ ~ ~ a j ~ j j ~ i ~ 3 ~ ~ ~ j ~ , BUFFER MEASURED
j j ~ ; a ~ ~ ~ FROM TOP OF BANK Owner j ~ ~ a j j ~ j j ~ ~ oNF oN EACH slnE CONTRACTOR TO VERIFY
PROP Assr ; ~ ~ ~ Wake Coun Public School S stem tY Y
~ j ~ a j ~STA ~48+83.33> 43~D' ~r ~ j LOCATIONlDEPTH OF FIBER 5551 Rock Quar Road U rY
o~ PROP FH ASSY ty ~ Q STA 43+83.76, 43A0' LT HATCHED ARE ~ ~ ~ ~ ~ ~ ~ j ~H ~ ` OPTIC LINE. RELOCATE AS Ralei h, NC 27610 HATCHED AREA ....~-~.y ~ ~ j ~ ~ ; ` I 9
U ~ PROP 5' CONC. PROP 12° GV 01• DENOTES 1.2 TELEPHONE PED OVERLAY DENOTES 1.25° ~ ~ ~ ~ j ~ j , ~ I I NECESSARY TO INSTALL STORM (919} 850.1600 OVERLAY N 1 1
W ~ SIDEWALK STA 43+34.20, 14.00' LT ~ TO BE RELOCATED r~ ~ ~ ~i - CABLEVISION F18ER OPTlC MARKER ~ - SHADED AREA DENOTES ~ ~ ~ ~ ~ ~ ~ w ~ ~ ~ DRAINAGE AND WATERLINE, NEW PAVEk1ENT (REFER ~ FIBER OPTIC MARKER ~ ~ v~ ~ ~ F18ER PTIC ~ r
20' PDE N + PED VAULT TO BE RELOCATED TO EBE OREtIOCATED ER TO C213 FOR SCHEDULE) 0 8E RELOCATED ~ ; ; _ ; N MARK R I I i Architect
ELEC/lEL W ~ TO BE d POLE RELOCATED i a ~ a~ a TO E RELOCATEA I RATiO Architects, Inc.
N 14 . PROP 12° DIP WATERLINE ; a 12" CPP I I ~ j 3 ~ TD BE R ~1a~ED~ 135 E Martin Street, Suite 101
o r 17 15 _ GRAVEL SIGN SIGN . ~ 1 „ E DR1VE ~ . , R '1 s~ RCPT= a elg 7
r 16 18 RCP „ 1 s^ RDP ~ . , . 1 s° RDP • [phone]
5° RC ' 15 , - - R 3 b 0
_ I -V N
_ m ~ - _ _ -~I ~ ~ .N3 _ _ _ _ ~ MAIL aox l2~ . . _ _ Structural Engineer _
- ,I w ,1~~ gn . ^ ro a - - - - c - c - - - c - - - ° - c - ABLENtst6N-PE®= `1 j - - ~r; t,;;,;.~ " I i LHC Structural En i g nears --l~J--- G--- G-^.-...... G--- C--- G--- G G- 9 G G G G u.,.._.~: G
Rocxs 1015 Wade Avenue
- u,. +20' R I °0 1 I ~ I Raleigh, NC 27605
G' OHE - HE---ONE---ORE ----•-ONE---ORE---OHE-^- 'LORE----~OHE---ORE ~ + -_.:.OHE-..^-ORE--.~OhlE-' v ~ C - - OHE -P E - - OHE OHE - - - OttE - - - 9Hf - - ON6 OHE - - - HE - H - - - 0'rE I- pHE - - OHE - - - fll [phone] EXEC OC~ UA V EiEC POLE ~ I
_ ~ ~ c ~ ~ ~ HE ~ - - oH~ ELEC POLE ~ ; ~ o~~ o UNDERGROUND APPROX LOCATION OF ~ / ~ c617cf WOOD RA1~ FENCE GAS L E RIP RAP ~Q GAS VALUE ~ I / r TEST STATON I~„ ~,n ~ 7EST STATION I t~> o i ~ ~
c oHE - °HE - ELEC POLE 0 l ~ ~ - aHE - ~ FIBER OPTlC c _ ~ - ~ aI TO BE RELOCATED EX 8° GAS LINE v x / x ~ x I P ND I C I o w I ~ I PlumbinglMechamcallElectr~callCivll
I ~ o~E N~ ' ~ EX BLDG oP ° 0 O a D m ? ' 1 ~ 1 ~ z~' The Wooten Com n aOL~G~bodaCG~OQD ~ G~ Pa Y
~ ' ~ ELEC POLE 24" CMP ~ PROP i ~ t~ TANK JK ~ 1~ ~
r ~ ~ ~ ~ 120 North Boylan Avenue 1 ~ ¢ ~ Raleigh, NC 27603
/ n~- F.I a u~ 'g o , ~ [phone]
~ d ' ~l ~ ~ ~ ~ ss ~
POND z u~ ~ _ \ ~ w ~ \ \ ~
o M + \ ~ Civil En ineerlSurve or
~ ~ ~ ss ~ Bass Nixon & Kenned Inc.
SGALE:1" = 50' w F ~ ~ ~ 6310 Chaps Hill Road, Suite 250 m ~ ~ ~ ~ ~ Raleigh, NC 27607
919 851-4422 ( )
ALL OFFSETS ARE MEASURED FROM EDGE OF PAVEMENT
Roofin Consultant
~ 9 ~U NOTE: ALL CONSTRUCTION ACTIVITY MUST BE 1N ACCORDANCE Stafford Consultin En ineers
0 g g N w WITH THE ACCEPTED POLICIES OF THE TOWN OF ROLESVILLE & 130 Edinbur h South Drive
U~ rn w a 1il ~ n ~ CITY OF RALEIGH, AND UNLESS SPECIFIED, DEFERS TO THE Cary, NC 27511
W w + N N ~ + NCDOT STANDARDS AND SPECIFICATIONS [phone] ~ w
N ~ ~w
W ( at 0_ ~ a
~r a Food Service
GRAVEL S GN SIGN ~ DRIVE ~ . . . ~ FooDe Associates
A (n 5828 Oak Drive
43+00 44+00 45+00 4s+oo 47+ao 4s+oo a9 0o so+~ Charlotte, NC 28227
41+00 42+00 ~ ' ~ 39 00 40+00 - ~ ~ [phone]
. 38+00 W-
~ Landsca a Architect
7 k ~ - ~o McNeal Associates
3 ~ Y ~ 5501 McNeely Drlue
-f °o~ i ~ ° + ~ Raleigh, NC 27612
~ ~ ~ F [phone]
~ ~ Q~ ~ w ~ ~ _z W ~ '~n w
W ~ ~ J n1 ° Zjp WAN Z G~OoL~C~M~~~C~ aoDQD J ~ d ~ W 0
LLk ? ~ O OQ W Theater Consultant
J ~ Oi 3.E ~ ~ ~~~G~ ~~0~ ~ ~ Q ~ ° ~ Sta eworks ~ ~ Wa> OOW~ Q g
~I ~ m W ~ ~ W ~ ~ 1100 Ca Ital Blvd ~+1W~N P
Q~ ~ ~ ~ h ~ r 3 w Raleigh, NC 27603
WH ~ ~ ~ a [phone] a a
~ m~ wc~n mwmu~i
SGALE:1' = 56'
405 SCALE: 1" = 50' HI 1'= 5' V 405 k;:o.
_ . I _ _ DATUM INFORMATION kk°'~° .
. i _ - VERTICAL: NAVD'88 S _ •
i . I - - EXISTI G .PROFILE SCE TERLINE HORIZONTAL: NAD 19832001 STATE PLANE yq
_ . . i _ i ' f ~~.-;EXISTI G-PROFILE AL NG 30 45' 0 SET LEFT-- COORDINATES SEAL RWR
~ EXISTI G .PROFILE ALONG 30'/45.',.0..,~ET RIGHT. ' L_ , _ I sc:a~E iN Few ~D = 029993 ~ I 4oa
s
_ . I _ , . _ . _ _ . ; _ a z5 50 100 1so zoo i ~ ~
`J~. - ~ _ I_ ~ : • HO I
PRDP 12 cv _ _ _ ' ~ R<rR ~ 1Ra RWLR~' STA 43+34.20, 14.OD' LT I
' ` _ 395 ; I -RwR---~z ' ~ PROP FH ASSY I _ ; 4
g ~ a 'STA 43+83.76 43.00' LT o~ 395
, AYR _ NOT FOR CONSTRUCTION
' ~ Rr~ RW __L I ~ ' I ~ .
r ~ ~ ` i R I : _ I _ _ _ BID SET
~ I _ _ _ 390 - _ - _l. _ 1 j 390
PROP 12° DI t : SHEET ISSUE 04.08.11
( ) R RWR P I .WATERLINE PUBLIC I RwR i _ I ' RwR - ~i ~
~ R~ .~4 ~ 15. ` R~; R~ I
~ ~S I _ _
_ _ _ R~yR... _ ~ I Rep , ? ~3 R~yR.. _ ~ _ _ _ , . _ _ i
385 ' NCDOT CURB INLET 15 42+25.46, 20.5' LT 6q-- ~ 385
_ TOP 395,25 _ . ~ _
INV OUT 390.60 ~ I _ i~
...I E
E F _ . _ . - - . _ PROP FH ASSY ~R ~ 5TA 48+83.33, 43.00' LT 3$~
~ f ~ 14.D0 LF
_ ~ ' . - - R ~ L.. , 48" RGP
: L ~ i... _ . _ ~ i ~~..4.DD~ . . ,
,NCD BIN ET OT CUR 14. ~r~~ i Rini ~aw~.
375 . _ , 44+39.87, 20.5 LT :TOP 387.61 375
I, ' ' ' 'INV IN 382.95 (15} I V OUT 382.85 _ _
N V..
I f 1'.7a ~ ~
-a NCDOT CURB INLET 13
I 46+54.87, 20.5' LT
370 TOP 380.35 370 ' i
i ' I INV IN 375.70 (14) INV OUT 375,60 _ _
45.12 LF g CHECKED BY
_ f 48" CMP I ® 2.257 I D LH N i
i
3651 365 NCDOT CURB INLET 10
I 48+69.87, 20.5' LT = TOP 377.59APPROVED BY O
_ ! . . IN 371.85 (12) O F
I E - INV IN 371.85 (13) DLH U
I INV IN 371.85 (1]) Y INV OUT 371.75
360 360 d y
PROJECT NO.
: l 11002
CENF TERLI E " . (BNK 03
COPYRIGHT NOTICE; THIS ARCHITECTURAL
E : 355 LEYAT[0 S 355 AND ENGINEERING DRAWING IS GIVEN IN
It1 M I? ^ Ul tD N OD Os N O d' f~ 01 ^ M iC? I~ 61 N N M M N N CONFIDENCE AND SHALL BE USED ONLY
01 01 W W OD OD fl, 11, to 0 0 ui qt K) M N O Oi 0) up N co LO qt r) Of rn rn of M 0 m 0> 0 (Y) Im Q) 0) or Of Y) m 00 ~ co M OD M M OD nt a 1: N of rn o n Iq N u7 ra m "A~ PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER USE, fV d 61 co co co N t- r r m m m z m n n n n n n n n n n n DISSEMINATION OR DUPLICATION MAY BE
M M M M M M M M M M M M M M M M M M M M M M n M M M r7 M r~ n MADE WITHOUT PRIOR WRITTEN CONSENT
OF RATIO ARCHITECTS, INC. ALL COMMON
39+00 40+00 41+00 42+00 43+00 44+00 45+00 RAT I LAW RIGHTS OF COPYRIGHT AND 46+00 47+00 48 ? 00 49+00 OTHERWISE ARE HEREBY SPECIFICALLY RESERVED.
SHEET TITLE
ROLESVILLE ROAD
PLAN & PROFILE
SHEET NUMBER
C209

4 . 4
4
+ LLI
LLI F
(D
L iw
440' PAVEMENT TAPER
4.
0 60 MPH DESIGN SPEED)
OF 41 360' LANE TAPER
(6' OFFSET 0 60 MPH DESIGN SPEED)
4.1 !W4
(-12" OPP�M /—PROP 12" DIP WATERUNE
TO BE R Oy'ED'j
420' PAVEMENT TAPER
(7- OFFSET 0 60 MPH DESIGN SPEED)
360' LANE TAPER
(6- OFFSET 0 60 MPH DESIGN SPEED)
REFER TO ENLARGED
CONTRACTOR TO VERIFY
LOCATION/DEPTH OF FIBER
OPTIC LINE. RELOCATE AS
NECESSARY TO INSTALL STORM
DRAINAGE AND WATERLINE.
DRIVEW) PLAN,
REFER TO C213
320' RIGHT -TURN LANE (PROVDED)
PROP SID (CHANNELIZED)
BY OTHERS
0 PROP MECH 150' RIGHT -TURN LANE (REQUIRED) 170' RIGHT -TURN LANE (ADDITIONAL)
300' LEFT -TURN LANE PLUG (CHANNELIZED) (CHANNELIZED)
4:1 TAPER
0 co PROP 12" BOA
PROP HYDRANT ASSY IR q CH WELL PROP HYDRANT ASSY A41SC MULCH
PLUI
CH�\
C-4 0 STA 60+77.55, 24.04' LT
FIBER OPTIC STA 58+79, 43.00' LT
STA 53+78.3,3, 43,00' LT X
MARKER
R40'
GONC. PROP 12" GV TO BE
PROP 5' 0 to PROP 5' —CONC.
7' LT -7 C SIDEWALK
0- (L
SIDEWALK STA 53+33.65, 14.0 RELOCATED R40'---,�,
3 4 ELEC POLE
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+
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0 HE + �HE OHE — — — OHE OHC OHE z
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00 � %
REMOVE/REPLACE i P �D z 6
POND EX 18" RCP z 0 GVS AND (1) B' GV
LU 10�' 6" or 0 ROLLESYMILE ROAD R z w; STA 56+08.67, 16.35' LT
z z PROP RIP RAP 2 C4 fi N
LU
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0 LL + M + +
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ROAD WIDENING PLAN
SCALE: I" = 50'
a
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RATIO Architects, Inc.
4.1 M
PAVEMENT MARKING PLAN_
jr.
SCALE: I" = 50'
gin
410
Z
z
tz
31:
0
BEGIN CURVED WHITE
STA 56+58.23, 65.34' LT
STD NCDOT -j
CROSSWALK
56+00
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w
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ROLESVILLE ROAD
SCALE: I" = 50'HI I"= 5'V
10.50'
60+00 61+00 5 62+0 63+00
G G G — — — G G — — — G
-=Oq-E= OHE: OHE — — — OHE — — — OHE — — — OHE GHE — — — OHE
OHE ORE — — — OHE OHE
ELEC POLE 15 ELEC POLE
WOOD RAIL FEN 6
0
L HATCHED AREA. C14 ALL OFFSETS ARE MEASURED FROM EDGE OF PAVEMENT
1* Z LU
SHADED AREA DENOTES M M
DENOTES 1.25" NEW PAVEMENT (REFER 0 P 9f w -RF
K 00
TO C5.1 FOR SCHEDULE) Ui
.HIGH SCHOOL
1001 EAST YOUNG ST.
ROLESVILLE, NC 27571
"t
M
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W
5551 Rock Quarry Road
C4
[phone]
t-
RATIO Architects, Inc.
135 E Martin Street, Suite 101
Raleigh, NC 27601-1371
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REFER TO SHEET C213 FOR
ENLARGED DRIVEWAY PLANS
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U- Ji -
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wwwA
DATUM INFORMATION
SCALE IN FEET VERTICAL: NAVD 188
HORIZONTAL: NAD 1983/2001 STATE PLANE
0 25 50 100 150 200 COORDINATES
49+00 50+00 51+00
52+00
53+00
54+00
55+00
56+00
57+00
58+00
59+00
60+00
61+00
62+00
ROLESVILLE
.HIGH SCHOOL
1001 EAST YOUNG ST.
ROLESVILLE, NC 27571
Owner
Wake County Public School System
5551 Rock Quarry Road
Raleigh, NC 27610
[phone]
Architect
RATIO Architects, Inc.
135 E Martin Street, Suite 101
Raleigh, NC 27601-1371
jr.
LUZ
LHC Structural Engineers
0
3: CO
0
LL -J tr)
Z-3
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The Wooten Company
LO
Xp 't
0
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0. 'T
Bass, Nixon & Kennedy, Inc.
z
C14
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Ld �i a
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=>'+:IQ*
3; w C%I
a: ':
in
Roofing Consultant
:� W'
C) LLI
LLJ C4
+
M
LLI LLI 0
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to
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LLJ M3 0 +
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2 �<
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231
5501 McNeely Drive
Xw)
Ld 0 W
LLJ M (n
LU LLI Ld
LLI LLI
Raleigh, NC 27603
0
EIP
..........
62+ 6,3+00
STA 65+30.00
U- Ji -
0 Li 3: ;
Uj IM
La
1,-!� +
Z z
XO<
wwwA
DATUM INFORMATION
SCALE IN FEET VERTICAL: NAVD 188
HORIZONTAL: NAD 1983/2001 STATE PLANE
0 25 50 100 150 200 COORDINATES
49+00 50+00 51+00
52+00
53+00
54+00
55+00
56+00
57+00
58+00
59+00
60+00
61+00
62+00
ROLESVILLE
.HIGH SCHOOL
1001 EAST YOUNG ST.
ROLESVILLE, NC 27571
Owner
Wake County Public School System
5551 Rock Quarry Road
Raleigh, NC 27610
[phone]
Architect
RATIO Architects, Inc.
135 E Martin Street, Suite 101
Raleigh, NC 27601-1371
[phone]
Structural Engineer
LHC Structural Engineers
10 15 Wade Aven ue
[phone]
Plumb! ng/Mochanical/E lectrical/C ivil
The Wooten Company
120 North Boylan Avenue
Raleigh, NC 27603
[phone]
Civill Ensineer/Surveyor
Bass, Nixon & Kennedy, Inc.
6310 Chapel Hill Road, Suite 250
Raleigh, NC 27607
[phone]
Roofing Consultant
Stafford Consulting Engineers
130 Edinburgh South Drive
Cary, NC 27511
[phone]
Food Service
FooDesign Associates
5828 Oak Drive
Charlotte, NC 28227
[phone]
Landscape Architect
McNeely Associates
5501 McNeely Drive
Raleigh, NC 27612
[phone]
Theater Consultant
Stageworks
1100 Capital Blvd
Raleigh, NC 27603
[phone]
77� , 'cNA-.'
S AL
029993
sow
NOT FOR CONSTRUCTION
BID SET
SHEETISSUE 04.08.11
CHECKED BY
DLH
0
APPROVED BY
DLH
PROJECT NO.
11002
(BNK 03-10144)
12 COPYRIGHT NOTICE: THIS ARCHITECTURAL
AND ENGINEERING DRAWING IS GIVEN IN
CONFIDENCE AND $HALL BE USED ONLY
1w PURSUANT TO THE AGREEMENT WITH RATIO
�24 4 ARCHITECTS, INC. NO OTHER USE,
DISSEMINATION OR DUPLICATION MAY BE
MADE WITHOUT PRIOR WRITTEN CONSENT
OF RATIO ARCHITECTS, INC. ALL COMMON
RATIOLAW RIGHTS OF COPYRIGHT AND
OTHERWISE ARE HEREBY SPECIFICALLY
RESERVED.
SHEET TITLE
ROLESVILLE ROAD
PLAN & PROFILE
SHEET NUMBER
C21 0

ELEC/TEL POLE
CONTRACTOR TO VERIFY
\ r LOCATIONIDEPTH OF FIBER Owner
~ PROP 12" CROS5 W {4) GV'S AND (1} 12"x8" RED POND OPTIC LINE. RELOCATE AS Wake County Public School System POND N
' STA 111+15.70, 9.03' LT ~ NECESSARY TO INSTALL STORM 5551 Rock Quarry Raad
~ ~ 250' REGHT-TURN iANE 392' PAVEMENT TAPER o ~ ~ ~ Raleigh, NC 27610 v w DRAINAGE AND WATERLINE. 919 850.1600 { )
~ n Q ~ ' ~ ~ ,°n 300' LANE TAPER ~ D ~
cv * (6' OFFSET ~ 50 MPH DESIGN SPEED) + _ _ - o
DrRr. DRNE ~ ~ ~ + " Q " ~ ~ TELEPHONE PED PROP (4) , ~ ; k PROP FH A55Y 45' BEND ~ ^ i ~w ~ ~ rn ~ ~ Architect
~ d ~ ~ ' 0 ~ ~ STA 116+06.84, 28A0 LT a 20 1 PROP 12" DIP PROP {4) WATERLINE 45 BEND RATIO Architects, Inc.
" ~5 ~9 0 ~ PROP 22.5' BEND ~ : ~ ~ 0 $ o8ugm 135 E Martin Street, Suite 101
~ ~J 'AIL OX i~'• ma ~ ~ - 18" RCP _ 1 ; " no ~ TELEPHONE PED 3" RcP - - - - - - - - - ~ - - - - - - Raleigh, NC 27601-1371
srReer L~Hr ~ ~ . SIGN ~ ~ ~ i. - ~ s1cN {919) 821-D805 , +
DIRT p_ O _ , ; . 0 ~ , t + 0 1 R/~ ~ ~ 1 ~ 0 ~
-l -i -l -i II --l -i i I~--18 RCP
~il 19 , . ELEC POLE (TO BE REMOVED) E " _ - ~ ~ . _ li ~a Structural En ineer . . i~.., 15" RCP-
E LHG Structural Engineers . . - : ~ • , . 1015 Wade Avenue
PUE ~ ~ o~ alp ol~ a~ - a~ o~ - - a~ ex TELEPHO PED ELEC POLE 18 RCP = q~ Q~ 6H~~-~- - - OHE - OHE - - OHE - - - OHE - - - OHE - OHE - - - OM - OHE - ^ OHE - p~ - E~EC POLE ~ _ 1 Raleigh, NC 276D5
TO BE RELDCATED 1~ n / a CJ RIP-RAP e RIP-RAP o {919} 832-5587
PROP ELEC POLE PROP ELEC POLE Q~Q~r~i ~ ~~Q~ ~ PROP 5 CONC. 20' PDE 0 2O PDE 1E +
PROP 8" B.O.A. ~ pUE a ~~®g SIDEWALK a STA 110+72.96, 8.26' RT F 0 ~N
" ~ 0 w ~ PROP 8 DIP X11 SHADEp AREA DENOTES Z ~ ~ ' r ALL OFFSETS ARE MEASURED FROM EDGE OF PAVEMENT Plumbin lllilechanicallElectricallCivil ~ Q tl
WATERLINE .y~ NEW PAVEMENT {REFER TO g o J n The Wooten Com an
pG• ~ C213 FOR SCHEDULE) o o °s~ ~ ~ ~ w P Y © W ~ ~ z NOTE: ALL CONSTRUCTION ACTIVITY MUST BE IN ACCORDANCE 120 Narth Boylan Avenue
ELEC/TEL HATCHED AREA DENOTES ~ _ ~ ~ E 1.25 OVERLAY = ~ w o Lilo N = WITH THE ACCEPTED POLICIES OF THE TOWN OF ROLI"SVILLE & Raleigh, NC 276D3
1 W r ~ ~ ~ 1.: ~O FW ~ ~ W U {919) 828-0531 W g ~ CITY OF RALEIGH, AND UNLESS SPECIFIED, DEFERS TO THE
~ ~ a{ w+ W + W + ~ NCDOT STANDARDS AND SPECIFICATIONS •
a'~
1R Z ~ ~ r 1; ~Q Zr¢ " Civil En meerlSurve or za °z¢
1~~ m~A W Iil W in W ~ Bass, Nixon & Kennedy, Inc.
~ I' 631D Chapel Hill Road, Suite 250
Q Raleigh, NC 27607 [phone]
SCALE: 1" = 50'
Roofing Consultant
~ ~ ~ o Stafford Consultin En ineers g g
~ a 130 Edinburgh South Drive
~ ~ x~ ~ N Cary, NC 27511
[phone] t~
© %I ~ ~ ro N Q ` ~ ° ° ~i v w
9 ~ Food Service
(ark © ~ ~ N " PROP RIGHT `D w FaoDesi n Associates ~w g
~ ~ ~ * r ~ TURN ARROW (3} r a r i ~ PROP LEFT PROP WHITE EDGE LINE ~ EX Df r ~ ~ 5828 Oak Drive EX DOUBLE YELLOW EX SOLID YELLOW EX WNlT1:
_ r U a o ~ ~ r a TURN ARROW (3) W/ DASHED YELLOW EDGE L1Nf Charlotte, NC 28227 (704}545-6151
~ _ \ \ I `7 wa
~ ~ ~ . ~ sr~ - o - _ . i
_ 0 N t 4{QQ Y _ ~ _ _ ~ 115+00 116+00 q sicN Landsca a Architect --I "I l1T - - - . - ~ I- V V-. .
_ ~ _ _ _ . L i w_.. ..i ...1... _ i.._.... _ i _ _-.1._.. i. _ _ McNeely Associates
~ _ 1s.n' ' 5501 McNeely Drive
Ra[eigh, NC 27612 . , .
C .
Q~JQG~G~ ~l G°~C~~,1 D 0
0 0 ~ Theater Consultant
a s a ~d x ~ N Sta eworks g
1~ n Z Z h Otk~, h ~ ~ 7 J ~ ~ ~ F ' d 1100 Capital Blvd
~ ~ ~ F F eC a 6~ I H O X ~ ~ J N Raleigh, NC 27603 z w (919} 839-2288
QO O li S:p ~ 2 ~ w 'J~ ~r I~
r_ ~{ail,~ z a ~rri a~o~~~p' ;o S ~ O Q C) ~ ap O ~ S pp JON iA 61 xo ~ro w~ U
7i 61 ~ ~ 0} Zd Z~ W~r~ QJrWr OTC apj ~ ~~af) Qd; 2Q~ ~~NJ.ry wGa yf}n m 2 °W c`0i ~ ~
JMi„ + ~m~ Z`~ Z47 oJ~ g Vlf6 ~
N~ r or ~~~g~ cQi~ z n z m G1 3
ZrC9Q WXF I ~ WZF ZOFZFQ- Za wr r mWl1i ~Q ~Q mwtn WoNwtn w~n °za °z~ w ~ w ~ .:e,~,~. a°'J ' e.
m'^m~' W~ SCALE: 1" = 50' ~ S ~ ~
9~`,y`
r SEAL
a:o azssss ,A
DATUM INFORMATION ~ „~~s VERTICAL: NAVD'8$ ,
~ ~ HORIZONTAL: NAD 1983 20 1 STATE PLANE ~ ~
420 SCALE: 1" = 50' H~ 1"= 5' V E 420 HO ~ COORDINATES
~ . Y _ ~ ' [ I i . - ..'i ~ SCALE INFEE7
i I
. _ _ _ _ : - -EXISTI G ,PROFILE 4CE~11'ERt11JE _ ~ i : - ~E-~ALbNG 30'/45'-OFFSET LEFT- 0 25 50 100 150 200 NOT FOR CONSTRUCTION ~ - EXiSTI G ' PROFl
.-PROP 12" CROSS W {4) GV'S _ . _ - i. - _ ~ _ . - - _ . Rwp A~ NG ..3.. ~ , EXISTI G _ ~ 4../45 .Q_.FSk7 RIGFIT. _ . _
415 PROP 8" B.O.A, AND (1) t2"x8" RED I STA 110+72.96, 8.26' RT j STA 111+15.70, 9.03' LT ~ I ~ 415
~ ~ ~ i , ~ BID SET
Rw~ ~ ~ ~ ~ . ~ ~ ~ PROP FH ASSY . ~ ~ I i
!V ~ ~ STA 116+06.84, 28.00 L ~ , ~ ~ I SHEET ISSUE 04.08.11
`R~ I _m~__ ._....~r~-~R, . ~ I ~ ~ - _ . _ _ .mm - I + ',F ~ - ~ 10
z ~ 410 ~ ~ _ W R~ I - ~ --~--z.~ : 4 -
i o ~ -i m . . i _
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i I RWR RN WI i R R - 'IMy 7M!! 11Na. f1MH ry T w~~ t ~--~,h--.~ -
i i I_ i . ; . f - i.. ~ ~ I
~ ~ I 405 ~ _ I ~ ! ,I. M ~ ~ P ROP 8 DI c ~ 405
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I i _ - s _ ~ r ; _ . _ _ , . _ _ _ 't i
14.00 LF ~ € _~.a. ...r.. _ _ _ _ _ > ~ ~ - - : - - - ' 37.50 LF - ,....18" RCP i i !i ~ ~ ~ ' _ i _ ..._ry._.,~, w 37.50 ILF m_.. _ - „ _ . _
400 _ ' ~ I I I ~ ' ®1.oox 1a" RCP PROP 12 DI 1a° RCP ~ ~ ~ 400 WATERLINE PUBLIC - {
I, ~ ~ j ®3.10 ~ ~ ~ - - _.1_. . , _ _ ®3.10
. ; i ' 1 ' I _ . ~ -
_ l N v - NLET c i ' I i - ~ i I , _ ~
i ~ CDOT CURB I • , ~C CURB INLET 19' ' _
3V~ _ TOP 4. IPT40088 LU.7 iCl 02 408.02
INV IN 403.12 (17.1) N 403.12 (17.1) ;
INV OUT 403.02 )UT 403.02 _i
I j
390 CHECKED BY 390
DLH I
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_ I APPROVED B
385 I - 385 0
I : I : I : I DLH v
i I I r .:i._. t _ 'I. 1...__ i....._. 'I,.. _
CENTERLI E I PROJECT NO. i
ELEVATIO E 380 380 11002
BNK 03-10144
o In ri It t ao r In r~ It N of r 1 Iq as V) yr r K1 17 N1 N N N N N N N N N o O O o ~o+ aop w M M Go It M o; N o co n n ao 03 ao n sc g ad COPYRIGHT NOTICE: THIS ARCHITECTURAL ~
t t t t t t t t t t It ¢ t t t d O o t t t t t ¢ t t t t t t g $ g g 0 0 AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY
PURSUANT TO THE AGREEMENT WITH RATIO
110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 ARCHITECTS, INC. NO OTHER USE, 117+00 118+00 119+00 120+00 DISSEMINATION OR DUPLICATION MAYBE
MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO ARCHITECTS, INC. ALL COMMON
RATIO LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY 'RESERVED.
SHEET TITLE
QUARRY ROAD PLAN
& PROFILE
SHEET NUMBER
C211

r n REraovE/REPLACE Ex ~ Owner
600' PAVEMENT & LANE TAPER 150' RIGHT- 150' RIGHT-TURN LANE GRAVEL DRIVE A5 REQ'D + CDNTRACTOR TO VERIFY
(12' OFFSET ®50 MPH DESIGN SPEED} (CHANNE a TO INSTALL WL o PROP 12" BOA Wake County public School System (CHANNELI2ED) m ~ srA 13o+~5.ss, 20.00' LT LOGATIONIDEPTH OF FIBER
PROP FH ASSY I~JfQ~lrtltl W®~p~ NPROP FH A55Y 5551 Rock Quarry Road PROP 12°x8° TEE ~ STA 130+18.23, ~ f. OPTIC LINE. RELOCATE AS Raleigh, NC 27610
PROP 12° DIP STA 126+01.60, 28,00' LT ~ WATERLINE ~~(~C~' c~ ~~r®I~~ {2) 12" GV'S AND (1} 8° GV 428.00' LT GRAVEL 4:1 TAPER ~--r' NECESSARY TO INSTALL STORM (919}850-1600
s-, N _ STA 130+05.88, 20.00' LT DRIVE
_ k ~TECEPHONEPED DRAINAGE AND WATERLINE. 12"RCP
I.I O PROP FH ASSY % e c ~ SIGN ~ 4 . - ~ Architect ~ - - _
N STA 121+06.65, 28.00' LT ~ ~ ~ . . 124+aa ~ RATIO Architects Inc. I MAa eax~ ~ ,
m , PROP 12" cv ~ . ~ ~ ~ - - -_I- - ~ - ~ ~ - - N STA 120+91.65, 20.00' LT ~ j- T. _ _ _ w T - - - -1 135 E Martin Street, Suite 101
~ Raleigh, NC 27601-1371 . _ - _ . _ - w r
m ° ~ .i (919}821-0805 WEL1 ' GRAVEL
PROP 4 ~ , _ 15" RC - _ - - - - _ _ _ _ _ 15 RCP ~ N~ 45' BEND I ~ r f.~/ ~ .l.i . DRIVE WC CARL VISION
R4O' RED Structural Engineer
25 as w~C LHC Structural Engineers
/ W ~ 23 M / o ,1 _ PROP 5' CONC. Rao' ~ aF a1' B--B ~ ~ ~ ~ 1015 Wade Avenue
SIDEWALK N SHADED AREA DENOTES / ~ p' ' " RC NEW PAVEMENT (REFER TO ~ q a o Raleigh, NC 27605
/ 1 ~ C213 FOR SCHEDULE Q a } f ~ , v+ ~ ~ ~ ALL OFFSETS ARE MEASURED FROM EDGE OF PAVEMENT 919 832-5587
O - ~ w t>" 1T^"18" RCP'. ~O' `~a ~ z z a ~ , ( }
111.--, 22 y 2 g g o W C7 J -1 A D ~ ° PROP MECH PLUG ~ ~ ~ ^ NOTE: ALL CONSTRUCTION ACTIVITY MUST BE IN ACCORDANCE
.1 = ' ° . ,A ' " Yz OF 41' B-B ~ •o HATCHED AREA DENOTES z z M ~ . k p~ ADDITIONAL RIGHT-OF-WAY Q a 5 ° _ ~ ' 'tl PlumtringlMechanicallElectricallCiyil Z , „ WITH THE ACCEPTED POLICIES OF THE TOWN OF ROLESVILLE &
w ~ DEDICATION {5,981 SF} ~ ~ r°i r° 1 21 ,W fi w o REFER ro ENLARGED o CITY OF RALEIGH AND UNLESS SPECIFIED DEFERS TO THE The Wooten Company
~ OZ~ ~I~ r ~i DRIVEWAY PLAN, ~ ~ ~ REFER TO C213 ~ NCDOT STANDARDS AND SPECIFICATIONS 120 North Boylan Avenue
~ 0' PDE ~ r > ~ ~ ~ a ~ ~ N ~ m ~ Raleigh, NC 27603
o z~ ~ ~ (919}828-0531 oQ
Z1 °L' a i1 WmN z~ W VI
Civil EngineerlSurveyar
N ~1 Bass, Nixon ~ Kennedy, Inc.
~1 6310 Chapel Hill Road, Suite 250
a k Raleigh, NC 27607
°a (919} 859-0422
r rn
SCALE. = 50' Roofing Consultant
n Stafford Consultin En ineers m ~ B g
QIJG=,I~~~WOQD EX SOLID " 130 Edinburgh South Drive ex wyrr'E EDGE LrNE a ~ Ca NC 27511
~ ~p ~a~o-7 y}~/~ CJOU6LE YELLOW .LDW a GRAVES r rY~
EX SOLID YEl.COW W/ ~llV~e~JW ~e~IOeJ~ N DASHED YELLOW ~ ~ - r.:.._, - - - - ~ ~ - - - DRruE ~ [phone]
k -r O
l` fl ~ ~ 51GN ~ _ Y .~--_~k. Food Service
m a ~ 124-t00 - _ . N . _ .
_ - ~-Y-•-_ ~ - - 1 _ _..e ~ i -.i . ~ ooDesign Associates ~ _ - - 5828 Qak Drive
s 1 / - . _ o m R46.71' ~ CharlottF:, NC 28221
/ _ ~ o / . N - N (704}545-6951
DRIVE
~1 / - f ~ , © rn ~Z 1 D C7
/ .1 ~ / ~ o c } Landscape Architect ® ~
/ I PROP RI( / 'o ~1,. ~ TURN AR PROP RIGHT ~ ~ g 1---J~ ao McNeel Associates TURN ARROW + O y STA Y
o. (nP) 10.50' ~ Ncoor ? ~ N 5501 McNeely Drive
a cROSSwALK ~ o Raleigh, NC 27612
o ~ ~ 'o 1` o o ~ ~ ~ (919} 782-6677
~a P acv Jx U O O O N (,n ~
~.a.:, - ~ M ~ ~ O O Fro a0 U~ ~ _ ~ r r ~ Theater Consultant
v ~ _ ~ ~ 1 ~Z 3~~ QN ci, a N ~ M = _ ~ REFER TO ENLARGED m
j0 Z~ 1 Y J 3 3 ~ DRIVEWAY PLAN, o StageWOrks ~ ~ ~ ai O Oi t~ N U ~ ~ r~ a
N~~ WtiQ o~N j N + + o * ~ _ * REFER TO C213 1100 Capital 81vd " N ~ N N o N a N r Raleigh, NC 27603
cA Z_ F- ~1 ~ ~i. ~ (7 Q C? M° W~ z~ rzn ~ ¢ _ ¢ ~ a a ~ o a (919}839-2288
,1 ~?y W STl N ~ ~1 fir. wr- zr z~-
m O~
N
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3 <;x. • N9
(.y
SEAL
'mom 029993 1" .3
~f ~ ~~5.. - 1=,
" - 4.,, j F.~
420
, _ _ , . _ I _ _ PROP FH ASSY _ ~ . _.,..STA 126+01.60, 28.00' LT NOT FOR CONSTRUCTION . _ PROP FH ASSY gATUM INFORMATION
I I : : E STA 130+18.23, 28.00' LT VERTICAL: NAVD'88
I i L. _ . . ' ' _ _ . ! . , . HORIZONTAL: NAD 198312001 STATE PLANE BID SET . ' .
~ _ : pai.__, Rwt... PROA 12" BOA E COORDINATES . _ ......;.PROP 12 x8 TEE
415 ~ : : ~ I ~ i ~ ~G , _ i (2) 12" GV'S ANO (i} 8" GV STA 130+75.96, 20.00' LT 4~5
II I ~ ~ L SHEET ISSUE 04.08.11 r-~~ STA 130+05.88, 20.00' LT aw 5C,uElN~EEr I Rvr~ I ~
i ~ I I . _ ; R-...,u.,~~ ~ . I E ~i_~...` ~ kwi ~ ~ _.i _ - - - -
' i f RWL l ,~a a 7m~ ; 7~a , ; _ ; _ 0 25 50 100 150 200 1 ~ 9 ~ i E R
I ' PROP 12" GV I ' ~L I ~ r- RriR :r--- i : T ~ lMN ~ R.'... NR _ i R ~ Iq U v ...R'~,R RW O _ . -
_ , - I .....,...,..STA 12D+9 L65, 20.00' LT ~ . av+~ i ; _ I _ _.I..... _ - RWL . I RWR 4101 ~R- i ~ ~ y ~ .I..... ~ ~ ~ 410
i ' PROP FH A55Y ' I . STA 121+D6.65 28,OD LT i ff _ _ , - _ ,...-I - - I
i i i , ~ I _ . _1. ~ ,Rw ~ I. _ _ I I
I . _ I' _ RWL ^'?i ' i , IRS I I I 'PROP 12" DI I
RWL'. r., L"' ~ O.70%--i ' Rw- Rwu~'- ! ~ ' ' i 3.0.28 CF 15°. RC _ I WATERLINE (PUBL10)
14.00 LF L RWR. ~ . , ~ . , ~ . i _ ; . I 30° RCP Rwa i ' I I 405 ~ _ E
' ~ 1AO% i 13 „ CP~1• I ~ 405
R 5 R ~ e I i .,._.RwR. Rw . - , , ~ ~ , _ - 200.01-LF (1 , _ ~ _ . ; : , c I NCD ~ NCOOT CURB INLET 25
I _ 128+12.38, 32.5' RT
CP ~ 128+ _ ~ ~ . _ . E....,.-TOP 2 ' I : ~ ~ : INV ~.._.m. . E....';-TOP 412.85 INV DUT 408.60
4~Q 18" RCP ' j I NCDOT CURB INLET 24 ' ' ' I ' ~ _ 400
~ 0.95% ' ' I 124+62.15 26.5' RT I E -
_ , . . ~ ~ _ _-TOP 411.78 c : {
~ INV IN 406.15 (25) { 1 _ z i L_ € ~ I' i I i
g - INV OUT 406.05...
: a L. NCQOT CURB INLET 23 N 22.4' RT - _ -
35 NCDOT CURB INLET 22 TOP 407.54
INV IN 403.78 (24) 120+04.64. 20.5 RT INV OUT 403,68 ) . 395 !
TOP 406.24 j CHECKED BY
....INV IN 401.93 I INV IN 401.93 (23)
INV OUT 401.83 I i f_ I DLH j
390, L1
I 390
L. ' z o - APPROVED BY
DLH
v
m. J
385 385
PROJECT NO.
--11002
CENTERLI E BNK 03-10144
ELEVATIONS o ~ COPYRIGHT NOTICE: THIS ARCHITECTURAL
380 I AND ENGINEERING DRAWING IS GIVEN IN 380 'CONFIDENCE AND SHALL BE USED ONLY
I I~ tD tD N If1 t0 i~ O Ml f~ r f0 O ill r" n N R r ~ Op r U1 O O r N M N " r O Of PURSUANT TO THE AGREEMENT WITH RATIO o rn ao co co r- r ao w o n ri N IS ARCHITECTS, INC. NO OTHER USE,
t0 m t0 to tD to t0 r" r r 00 00 of 0) O p r N CV N ri M1 N1 d' d d d d d d' sp r1 ~ ~ ~ O O O O O Q O ~ O O O r r r r r r 4 M H r-i DISSEMINATION OR DUPLICATION MAY BE
d :t .r a ¢ MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO ARCHITECTS, INC. ALL COMMON
R I O LARIGHTS OF COPYRIGHT AND
120+00 121+00 122+00 123+00 124+00 125+00 126+00 127+00 128+00 128+00 129+00 130+00 131 +00 132+00 ~f OTHERWISE ARE HEREBY SPECIFICALLY RESERVED.
SHEET TITLE
QUARRY ROAD PLAN
& PROFILE
SHEET NUMBER
C212

f
r Owner
~.r. n ~ { Wake Coun Public School S stem
rn tY y 5551 Rock Quar Road
391.82 NAVD 27 N 390.92(NAVD 88) ry Raleigh, NC 27610
d 919 850.1600 ( )
~ 391.44 NAVD 27 390.54{NAVD 88) _
" 129+00 130+00 - Architect
RATIO Architects, Inc.
135 E Martin Street, Suite 101
391.39 NAVD 27 391,52 NAVD 27 Raleigh, NC 27601.1371
390,62(NAVD 88 390.49(NAVD 88} ) [phone]
p
C ~ 0 Structural Engineer
® ~ ~ " . o LHC Structural Engineers
' ~ e. a 1015 Wade Avenue
391.50 -µ--~Y~ Raleigh, NC 27605
[phone]
' '
~ ~ 391.65
PlumbingllNechanicallElectricahGivil
The Wooten Company
120 North Boylan Avenue
56+DD 57+00 Raleigh, NC 27603
- - - I - - h- - I - - - 415. [phone] 415.1 a NAVD z7
414. 414.20(NAVD 88)
Civil En ineerlSu~or
415.10 NAVD 27 414.20(NAUD 88) 10 NAVD 27 ?0(NAUD 88) Bass, Nixon & Kennedy, Inc.
i 414.80 NAVD 27 414.90 NAVD 27 6310 Chapel Hill Road, Suite 250
413.90(NAVD 88) 414.00(NAVD 88) Raleigh, NC 27601
(919}851-4422
SCALE: 1" = 20' SCALE: 1" = 20' Roofing Consultant
DATUM INFORMATION DATUM INlORMATION Stafford Consul#ing Engineers
VERTICAL: NAVD'88 VERTICAL: NAVD'88 130 Edinburgh South Drive
HORIZONTAL; NAD 1983J200i STATE PLANE HORIZONTAL: NAD 1983/2001 STATE PLANE Cary, NC 27511
COORDINATES COORDINATES (919}461.8125
' NDiE: - 'fHE MINlhdlkNl PAVi7dENT DESIGN 1MTHIN NCDOT R/W SHALL BE AS FDLLDNrs: NOTE: ALL ASPRgLi EDGES SHALL BE SAW CUi i0 PROVIDE A 0000 LONGRUDa~wL NDTE~~ - THE MlNU,wM PAVEMENT pE$ICN WffHlN NCDDT R/W SHALL 6E AS FOLLOWS: " NOTE: ALL ASPHALT EDG&S SHALL BE S~Rw CUP TO PROVIDE P GOOD LONGITUDINAL F'oQd ~7erVICe JOINT, IMRL ,.5' AT 1.25" DEEP udN, i0 PROVIDE LONCAOpINAL LAP JOINT FpA 3" ECSC (TYPE S 9.SB), 2, 5" BCEC {TYPE I ,AOB), ON 4' BCBC (TYPE 8 25,OB) JOINT. MN,L 1.5' AT 125' DEEP MIN, TO PROVIDE LONGITUDINAL lAP dgNT FOR
S° BLSC (T1PF S 9.58), 25" 6O9C (TY?E 1190"), ON 4" BCSC (iY?E B 25.OS) - IN AREnS WHERE PAViMENi IS 6' WIDE OR LE66: FNAL SURFACE LaYfR_ ~ MILLING S!'IALL BE LEfT PpR A PEPoDD OF TIME FINAL SURFACE (AVER. NO MILUNC SHALL RE LEFT FOR A PER[00 DF TIME FooDesign Associates GREATER THAN H DAYS BEFDRE STREET IS PAVED/AE5URFACED, - IN AREAS WHERE PAVEMENT IS 6' WIDE DR LESS: ORFATER THAN 14 DAYS BEFORE STREET IS PAVED/RESURFACED.
1" BCSC (i1'pE S 9.SB), 2.5" 6C9C (TYPE I i9.O6), DN S" RC6C (T1PE B 25.06) (PER APPROVED NCDOi ENCROACHMENT ALAEEMENi) 5" BCSC (TYPES 9.SB}, 2.5 BCBC (TYPE 119,06), ON 5° ECBC (TYPE 8 25.08} (PER APPROVED NCOOF ENCRDACNMENi ACREEMENF) 5828 Oak Drive
e5' R/w 30' !Hz OF EX. 60' R/'NJ ~ JO' Np OF EX. SO' R/w} 6p' A/W Charlotte, NC 28227 ' R/w,r I' ry oe eR, so' R/v) w' ~i, of ex oo' allr) i
I 78 i EI, a j 20.5' (Yt OF al' B-B) f i (704} 545-6151 6
I 12' NB RIGHT-TUP.N LANE NB RIGHT-TURM1 LANE 14' SA 7MRU LANE SHOULDER 12' WB R10+rT-TURN LANE t2' wB LEFT-TURN IANE t2' EB THRU LSNE 25' 3.5' S' ( ~ I ~ ~ ~ ~
~ (CHANNELIZEDI (CHANNELI2ED) I IARIA6LE WIDTH PaINTEO IsuND vq~RIA©~ x'IDTtI ~ 'NEW PAUEdI ENi NEW PAVEInENi p ~
• NEw PAVeuENr ( ~ New PavEMENr vARIA©~ wlD' Pav6D sHCOLc LoNC~ruDlruL LoNCIruDINU I PAVED SHDOLOFR ~ ~ ~ Landscape Architect LorvcEruDINAL " LowaruDla'AL I i ~P JaIM LAP JDlnn 3 .APT
I LAP JOINT ~ LaP JDINi i LIAiCH ! hIAiCH I j ~ MATCH MATCH z, DBE ' ! ~ McNeel Associates X EX. EX r .3.~ y I E%. ~ 7- p:BS ]
EX. Ed. I f% Ek, I _____________K,~ z; , 5501 McNeely Drive InPx J Ex 1o'B Ex. ro'x ~sx l
J f!r] IHRU UME SB FHRI/ LANE 5D" SID, LJNC, _L" SFf u ~ I 1,, N9 >~Pt, Lq~vE E~ F~p~ LANE Ralei h, NC 27612 ~ 3?" STD, 4JNC. ~ 9 _U SFD, CON[. 5 l'11CE T CNC. 919 7$2-9677
CURS ~ WTIEa CURB & ~9'I CiHERS) CURS & :;UTTER I CURB & GUrER ( ) 16Y OTHERS) SIDLP'ALK ,a" H1DN)
TYPICAL ROAD WIDENING - ROLESVILLE ROAD (3 LANE WJ (2) NB RIGHT TURN LANES AT US HWY q01, ROLESVILLE BYPASS) (sT~ za.eD - sTq 2z+,o> TYPICAL ROAD WIDENING • QUARRY ROAD {112 OP 41' B(B AND W$ RIGHT-TURN LANE) (STA I1 t<o _ srA ,,a+aD) ~ ,_~W~_W - ~ ~ - - SLALE: ° ~ Theater Consultant
SCALE: I' a 10~ .Y.r..Y. ~.Y=~.W..
Stageworks
1100 Capital Blvd
NOTE - 7NE u.INIIRDM PAVEtIENi DESIG4 Wfi'em' NCOO' R/::' SHALL 9E a5 FpLCP+S: "NOTE: ALL ^SPFALi EDGES SHALL BE SE'•N GGt i0 P3CHIOE ,GOOD LDNG'I BCSC (irFE 5 9,SB). ?.5" 6C6C (1VPE i 19.OBi. ON 4" 9CBC (TYPE B 75,pB} ,IO'~N'T. N~ a AT y~' pEEH 'AI`!_ ip PROJ:DE :C:d~l'IpINAL I.AP . T TD P3 rl _ ,GOOD ~.L~AIOIdFL NOTE. - TH 1~1414UM PaU M.N' CESIGV W!PiIN ~~,.OOT R/W 5'r,.L 9E ~5 F0_LO45, NO c. AL. S°HALi DES lA:,L 3E EAV, WT i0 PZO.OE q GCOC IOV 1F5DmnL Ra~lgh, NC 27603 RO~OE -.,H~nplrA rr J61Ni TGR Br,SC (Trrv 5 B.SB), 2.5" BCBC )'YPE I ,9.U8}. ON q' 'BCBC (TrPE 3 25.08; .Dl+f SILK 1 s qi 15" DEEP NIA, -0 PAO'vICE LON3TU71tiA! tAP JOINT FOF p~j(y Q
FlNai SU3FnCE LhYER. NO MIWNG SHALL BE ;ff7 FOR A aENIOG Of - IN ARFHS vf:HFRF lAVFME@i IS o' '+11u;. OR LEaS: nREAiER SHAH 14 PAYS BFORE BTREET .6 PAVED/PE'>URFACED. 7" 9056 InPE S ?SB;. 2.5" BL6C (TVPE I t3,OB), ON 5" BCdC (TVFE 6 29.G8) L BE tfF7/FO4 A aERIOG Of TIME i FINq, $.1RLaCE iAVER_ NO tAI.LING SHALL BE LEFP fp0. A aEalpp OF YAE (91 N7) QJ~7-228[7 F IS PAVEC RE'>uRFACE7. ~ - :N AREAS IvHEftE PAVEMENT :5 R' 1vIDE OR LESS. Cr~ATER TwgN t; DgYS AFORE STREET 15 PAV•dD/RESNPIACEO, 5" BOSC (~'PE S 9.58), 2.5" EC3C (ttPE 11o.p9i, FJ4 5" 9CEC (iYpE B 25.08)
(PER AppROVF6 NCDO1 ENCROACHMENt AGHEEMEwi I (aER APaROVVD NCDpT ENCPDACHNENT AGREEMENT)
30' ~ of ex so' Rw) 3a' fh of Es. R/red R/red Sa' 0'z aF Ex s6' Ww) .w' (Y o; ee, s~ ,e/erry
,a,
6' 6' SHOULDCR 12' IJS PHftU LAVE l 12' CUA; LEF t-iUAN LANE 12' SB iNRU LANE SHOULDER I I 6' ~ Id' EH iiftU LANE ! Z.5' 3.5' S' sHDaLDER I ~ ~ ;
• NEW PAVEhtENi • NEVI PliJFMFNi ~ • NEIN PAVEMENT ) ~ ~ I I -
LONGIiUO1NAL LONG!iUDINAL lAP JOINT LAP JDIN? I LCNGITUGINAL I `A~U LAP JOINT i txPY' '•"•U F._ ti~ LwiCH I
71 ~ MA~GN !hAiCH ~ V`' 'Wy 2,99% Fx. E._..,A~~ fir. EN. 2.o8s, ~ tiO V:X EX. EX E%. 2.08% c~. 2.08x, ~ ti~v - s~ S 2 r /y
~'z / I aA vlA T>W+U LPrJE FB rNaU UNE SEAL
ryP MHN EH lO'f EX. iO'S $I A'AY NB n+RU LAME 58 7FRU Vef ~x , aG° s,D_ caNO CURB & 6unER 5' VlIDE LONG. sIDEWAtx (A' TWICR) r O 029993
r: ~s
TYPICAL ROAD WIDENING • ROLESVILLE ROAD (8 LANE WJ DUAL LEFT-TURN LANE) (sTn zy~aD - sT ~>r, ~ (srA 29~5D - sTA 5a.oa> TYPICAL ROADWIDENING -QUARRY ROAD {112 OF 41' B/B) (sTA I n,fio - STA ,z1t6D) ;:r ~ <<
scue. 1" = 1D' scgLe . lo' L ~~rsLS I l o Est: W~
i ° n'a7E: - iWE bkNILNM PavEtEK( DESIGN vllrHm~ NcOO7 R/w SHA!L BE AS FOLLOWS: NOTE: ALL ASPIiaLt EOCES SHALL BE SAw Cut 70 PRGwGF A coa0 LONGGL I f 70 PRDwDr A coa0 LONGGUpm'AL . NDTE. -THE MINIMUM PAVEMEiJi DE9GV W1TwN NCDOT R/W SHALL BE AS PO!LOVrS. NOTE, ALT. gSPNALr EDGES SHALL 9E SAW CUi TO PROVID? A CAOD LONGIIDDINAL
5' BCSC (TYPE 5 9,58}, 25" BCBC (ttPE 119-06), DN 4' 6GBC (ttPE 8 25-DB) JOINT. 611LL L5' Ai !.25' DEEP MiN. i0 VROVIDE LONCTUDINAL LIP J FIIHAL SURFnGE U,YER, NO MILLING SHALL 6E LfFt FORA PERIDD OF 1 VROVIOE LONCI7UDINAL LAP JNIJi FOR JOIN'Y, MILL '.5' AT 1.25" GEED blYU. TO PROVIDE LONGITUDINAL LeP JOINT FOR . EE LfFF FOR A PERIOD OF TIME S" BCSC (TYPE 5 9.59). 2.5" 9CBL (TYPE 119,G6). ON A" BCBC (TYPE 9 25.08} FINAL 5veFACE IAYfR, NO ML.UNG SMALL BE LEfT FOR A PER1p0 OF TIME
- IN ARCS WHERE PavEMENT IS 6' 'HIDE OR LE55. CREASER THAN I+ DA15 AFORE S7REET IS PAVED/RESURFACED- I 3" 6CSG {IYPE 5 °.SB}, 2.6" BCDC (ttPE 11906). ON BCBC (ttPE D 25061 15 PAVED/RESURF0.CE0. - 1N AREAS 'wAERE PAVEMEN71S 6' vuDE pA LES5~, GREATER 14LW 14 CAY^ AFORE STRHEi IS PAVED/RESURFACED, NOT CAD C~NSTRV ~T'O AI 3" BLSL (TYPE 5 4,59), 2.5" B[SC (ttpE I tg,pB}, ON 5" 3CBC (TYPE 6 25.08) 1r ruR 'r R 'r
{PER APPROVED NCDOI ENCRORCHMENi AGREEIAENTJ (PER APPROVED NCOOi ENCROACwdENT gGREEMEM) f2' R/Vf
c5' h CF 90' R/VYJ 30' ('/a OF EK eO' R/R} 30' OF IX. 6G' R/WJ ,FO' ('/s OF EK SO' ft/;Y3 ere) 5z,s is o: B-R + la' ruRN JANCy ! B[D SET
I I• 20.5' 03 DF sY B-6) VARIABLE YIIDTH EB THRU ENE ~ IY EB RIGHT-1L'RN uNE 2.5' S.5'
f 3.5' z.5 18 NB PHRD LANE (CHANM1'EL2ED)
~ I I I 'NEW PAVEMENT • NE14 PAMENENT ( i SHEEf ISSUE 04.08.11 I LomcITCDINAL I I I
~ z; ~ ~ ~ LoNCIruDINAL f ~ ~ ~nP AoINt ~P MUINf ~ ~ P^pT I IraiLH , I
~ ~ r oa, 9,A1cH FX. E~ K E«. / ~X~ E« z~ 2:,
M~ 2,, L EX EO't EX 10? WB TIiRU PANE FB IHP,!l G1NE
NB fNRU LAME 58 INRU WNE i W'NE CONC I' 3G' STD. LONG CURB & GU11ER 30" SD. CONC. { 5' WIDE CONL CUEB 34 GUTTER SIDEWALK (4" THUCX)
SIDENIAL'R (4' IHICN) I
TYPICAL ROAD WIDENING • ROLESVILLE ROAD (1 J2 OF 41' BJB) (srA ;7.eo _ si scaLE I" = 1D' (SrA >TTeo - srA as,5o) TYPICAL ROAD WIDENING -QUARRY ROAD {112 OF 41' BIB AND EB RIGHT TURN LANE) (sTA IzT.SO - sTA Ize.lo) ' i SCALE: 1' ~ 70
NDTE', - PdE MINI!AUM P,1VE61EIJi pE9GN WIBIIN NCDDi R/'W SHALL 3E AS FG!LC'N5: NOSE', ALL ASPHALT EDGES SHALL BE SAW CUi i0 PROVIDE A GOOD LONutil i TO PROVIDE A GOOD LONCITUDNAL
S' 8CC (ttPE 6 938}. 7.5" BCSC (ttPE 119.06), ON 4" BCBC (t:PE B ?S,OB) JOINT, MILL L5' aT 1.25° DEEP 1AW, i0 PROVIDE LDNGITUpINFL LAP JC FWw SURFACE LAYER. NU I.IILLINC SHALL 6E LEFT i0R A PFRIUD OF 1 - IN AREAS a~HERE PavE1nENT IS 6' WIDE OR LES&. GREaiER iNaN €s OA15 BEFORE SiREEi IS PAVED/RESURFACED. PROVIDE LONONUpINFL LAP JOINT FOR _ 6E LEFT i0R A PERI00 OF 11ME IS PAVED/RESURFACED.
3" BCSC {ttPE 5 9.5EJ, 2.5" ECBC (TYPE I tB.OA}, ON 5" ACBC (TY°E 6 25.pB) (PER APPROVED NWDT ENCRpACH61ENT AGREEMENT)
F/Wl
r5' (Pi OF 9C' R/V") 3P' rh OF EX 6a' F/WJ 20.5' CA. GF 41' B-B) 18'
6' 6' 3S' 2S' 12' 4B FHRU LANE f2' S6 LEFT-TURN LANE 12' SB iHRU LANe SNDULDER 6 I BNOULDER
' HEN' PAVEMENT `NEW PAVEMENT °1 !ONOIiUDINAL LONGITUDINAL
I I _ _ I I
MATCH UY JVINI LAY JVINI MATCH 1 n'F
Ex, E EX, Ex, 2.08% 0 MEA t 2 oar.
2 EK !0'3 EX 70'F E'1 JW ~YB -11 LAME SB A'AU ENE k ~x
I' .70" STB 5' m0E CONC. , CONC, CURB & CUTTER SIDEWALK (4" THICK)
TYPICAL ROAD WIDENING - ROLESVILLE ROAD (1/2 OF 41' B/B AND SS LEFT-TURN LANE) (STA 52.50 - 31 ,STA 52+50 - STA 55+50) CHECKED BY
SCALE, i" 10'
DLH
+ NOTE: - THE MINIMUM PAMCMENT DESIGN OHHIN NODOT R/W SHALE BE AS FOL;G*r:, NOTE, ALL ASPHALT EDGES SHALL BE SAw our TO PROVIDE A GOOB LONGR 3" 6CSC (TYPE 5 9.58), 2,5" BCBC (TYPE 1 19 Oa), ON' 4' BCBC (TYPE 6 25.06) JO )NIT. MILL I.i AT 1.25' DEEP LAIN. TO PROVIOE L9NGITUDINAL LAP JC FINAL SURFACE LAYER, NO MILLING SHALL BE LEFT FOR A PERIOD OF 1 r TO PROVIDE A coax LONGITUDINAL y PRO`/lOE 0NGITUDINAL LAP :GiNT FOR
- IN AREAS WHERE PAVEMENI IS 6' 'NUDE OR LESS: GREATER THAN 14 LAYS BEFORE STREET IS PAVf0/RESURFACEDL 3" BCSC (TYPE S 9,56), 2.5" BCBC (TYPE 119.00), ON 5" 6CJC (TYPE B 25.09) . SE LEFT FOR A PERIOD OF TIME O IS PAVED/RESDRFADED. APPROVED BY J
(PER APPROVED NC00E ENCROACHMENT AGREEMENT) O ~ DLH t}
a5' Ch OF 90' R/w) 30' Pk OF EX 60' R/W)
32.5' U4 OF 41' 0-6) VARIABLE WIDTH ~r b
I VARIABLE WIDTH S' 3.5 2.5' 12' NB RIGHT-TURN LANE I 12' NB iNRU LANE PAINTED ISLAND 12' SB iHRU LONE SHOULDER (CHANNBU2ED) SHOULDER I
" NEW PAVEMENT • NEW PAVEMENT PROJECT N
LONGITUBINAL " LONOITUBIN41 LAP JOINT LAP JOINT 11002
MATCH MATCH ~q4 T.087. EX. Ems„ X, Ex E%. 2,0E?. 2N BNK 03-10144 2,0SP 2 COPYRIGHT NOTICE: THIS ARCHITECTURAL
_ EN. P04 EX. I0'3 ~1 My P,-M- - z VI x AND ENGINEERING DRAWING IS GIVEN IN
NB PHRG LANE 5R 'HR' LAN£ k CONFIDENCE AND SHALL BE USED ONLY 4 PURSUANT TO THE AGREEMENT WITH RATIO
5' WIDE CONC. 30" STD- 0016- CL H & CUTTER SIDEWALK (4 THICK) ARCHITECTS, INC. NO OTHER USE,
TYPICAL ROAD WIDENING - ROLESVILLE ROAD (1/2 OF 41' BJB AND NB RIGHT-TURN LANE) (STA 57+10 - Sl ($TA 57+I0 - STA ED+aD) DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT
SCALE, f' = 10' OF RATIO ARCHITECTS, INC. ALL COMMON
RATIO LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY
RESERVED.
SHEET TITLE
QUARRY ROAD
WIDENING DETAILS
SHEET NUMBER
C213

VARIANCE m m 9.7"
C ~ NOTES: N ~ 1•$" RADIUS 400 8PIKB N" w. a ~ 0.02 SLOPE °m STRAIGHT ARR RIGHT OR LEFT TURN COMBINATION STRAIGHT COMBINATION LEFT & Owner AND LEFT R RIGHT TURN ARROW RIGHT TURN ARROW Wake Count Public School S stem
Dyp~ 1. CONSTRUCT THE WALKING SURFACE WITH SLIP AESISTANTANCE AHD A 7DR~ GON•IAASTING DOLOR TO THE SIOEMMILK. Wpp ~ 1 iv Y Y ~°~o~ 5551 Rack Quarry Road
~ a 2. GROSSWALK WIDTHS AND CONF;DURATION VARY BUT MUST CONFOIW i0 TRAFFIC DESIGN STANDARDS. ~ ~ N r0~-H~ O ~ a,.,., ~ ° _ ....kri:..:q:;:+•: :+•.ii:•;~:i' •;i'.+ „ _1 m~ z~ mZ ~i ::ai:"'.',5.;'';.'.y ~~'.•i:~'~r~i:?:1,,i'.%s:;:.~ •':'a~;,'as~;.::..~.;:.)~, x)•:•:„ ,.i..,,,) 2 RADIUS 1 1 my"=~ 's" s„ T~LE~IR"slls~TUn°L1t ~R~w~ Raleigh, NC 27610
Op n-H S. NORTH CAROLINA GENERAL STATUTE 138-44.14 REQUIRES THAT ALL STREET CURBS BEING CONSTRUCTED OR NECONSTRUCTEO FOR MAINTENANCE ,{Ip]ih-1 '.:~'i:•,,':'::r.:.;;, x^n~ m PROCEDURES, TRAFFIC OPERATIONS, REPAIRS, CORRECTION OF UTILTIEB OR ALTERED FOR ANY REASON AFTER SEPTEMBER 1, 1979 SHALL xT Dm Sit ~ p xm~°m a a a' (919) $50-1600
y ~p PROVIDE WHEELCHAIR RAMPS FOR THE PHYSICALLY DISABLED Ar ALL INTERSECTIONS NHERE B07H CURB AND GUTTER AND SIDEWALKS ARE ~]T JOINT SEALER E R „ yqR• Z,x,,~0~1 PROVIDED AND AT OTHER POINTS OF PEDESTRIAN FLOW. O:yOQ JOINT FILLER ~ ~ ~ 1~ RADIUS r ? ~ r SURFACE COURSE YAR. fA ~ O in o Z,x,,O~~l ~ ~
h G'i ~ `a O 'n ~ ~ SNOWING EXPAN5ION JOINT rr IN ADDITION, SECTION 228 OF THE 1873 FEDERAL AIO HIGHWAY SAFETY ACT RE~lIREB PROVISION OF CINIB RAMPS ON ANY CURB COINfTRUCTION a o=x'-' o ~ q g~ 0011BINATION LEFT do STRAIGH MOUNTED ~ Dyi; _ ~ _ a a 14., & RIGHT' TURN ARROW - Architect .
Dn AFTER JULY 1,1978 WHETHER A SIDEWALK IS PROPOSED•INITIALLY OR IS PLANNED FOR A FUTURE DATE.- - ~y~a yg" • 5 MONOLITNIC.CONCRETE ISLAND (SURFACE MOUNTED} ~ THE AMERICANS WITH DIBABILITIE ADA 1 , 1~6" RADIUS ON ASPHALT CONCRETE PAVEMENT -1 ,4° a • o N ~ i a ~ RHO"
C! S ACT ( ) OF 890 EXTENDS TO IfWIVIOUALS WITH DISABILITIES. COMPREHENSIVE CIVIL AI~IiS yp g (USE ON ISLAND 4 WIDE OR GREATER} Z PROTECTIONS SIMILIAA TO THOSE PROYIDE6 TO PERSONS ON THE BASIS OF RACE, SEX, NATIONAL ORIGIN AND RELIGION UNDER FHE CIVIL Z VARIABLE RIGHTS ACT OF 1984. THESE WAB RAMPS HAYS BEEN DESIGNS TO COMPLY WITH THE CUIMIEN7 ADA STANDARDS. Z ~ „ N RATIO Arch)tects, Inc. R" ~ B
~I I~ ~ 4„ ~ETM~M~I ~ I~aNLBiRAIIiIFI' 135 E Martin Street, Suite 101 6
:i'Y:'.•'s'':'.a~'~'X.~^',1~~':'!S:'•;>i~•.~'.'s~, 0.02 SLOPE B" . 4. PROVIDE WHEELCHAIR RAMPS AT LOCATIONS AS 9HONN ON THE PLANS OR AS DIRECTED BY THE ENSTNEEA. LOCATE WHEELCHAIR RAMPS °0= .:..h NEE TYPICAL SECTIONS AV AS DIRECTED BY THE ENGINEER WHERE EXISTING LISHT POLES, FIRE HYDRANTS DROP INLETS ETC. AFFECT PLACEMENT. WHERE AND LEFrIRIpR TURN FAADN Raleigh, NC 27601-1371 " 12° T~' [phone]
TWO RAMPS ARE INSTALLED PLACE NOT LE88 THAN 2 FEET OF FULL HEtOHT CUR BETWEEN TH~ RAMPS. PLAGE DUAL RAMPS JOINT SEALER ' POA PAVEYENr D~TN. :;;1;, AS NEAR PERPENDICULAR TO THE TRAVEL LANE BEING CROSSED AS P~SIBLE. KEY IN ON THE _ A_~„
r LAST LAYER OF 5. PAY FOR ALL VARIABLE DEPTH CONCRETE USED FOR CONSTRUCT[DN OF WHEEL~I0.IR RAMPS AS CONCRETE YIH~LCFIAIR RAMPS. (SQ. YDS.) SHOWING GROOVED JOINT PAVEMENT SURFACE k „ ~I ~ 2 CWRSE BASE COIMISE~BINOER COURSE 12 " RADIUS RAMP ARROW
p S. PAY FOR ALL DEPRESSED CURBS AT WHEELCIAIR RAIN'S A8 THE TYPE CURB AND GUTTER USW ADJACENT TO DEPRESSED CURB. (LN. FT.) ~ PARTIAL LONGITUDINAL SECTIONS OR EXISTING PAVEMENT ~ m MERGE ARROW , ~ i~'I~1 ° a oM F~'EE161O~EZPRF'~.88MN~'IY~ASaNPa 'a-0" Structural Engineer
w 7. SUCH PRICES AND PAYMENTS IS CONSIDERED FULL COMPENSATION FOA ALL MATERIALS, LABOR, EQUIPMENT, TOOLS AND INCIDENTALS C} H fl~ PAYED ISLAND$ 5" 1ONOLITHIC CONCRETE ISLAND (KEYED INS ~ b a H ~ CRYBTALlRED LHC Structural Engineers
~ NECESSARY TO SATISFACTORILY COMPLETE THE WORK. C = ON ASPHALT CONCRETE PAVEMENT C 2 a PAVEMENT MAINOR 8„ TYP, m ~ 1015 Wade Avenue
~ N 3. 00 NOT EXCEED O.OB (12:1) SLOPE ON THE WHEELCHAIR RAMP IN RELATIONSHIP TO THE GRADE OF THE STREET. ~ (U8E ON ISLAND LESS THAN 4' WIC) fA „ " ~ ~ WHEN MONOLITHIC CONCRETE ISLAND IS ON TOP OF SURFACE VARIABLE ~ ~ ~ 8. CONSTRUCT WHEELCHAIR RAIN~5 40 (9.4) OR GREATER FOA DUAL RAMPS. m ~ COURSE, DRIVE 40d SPIKES INTO SURFACE UNDER YOROLITHIG ~ 3 m a v Ralei h NC 27605
1~" X B" L~i DIR. DEFORM ~ = p 10. U8E CLASS "B" CONCRETE WITH A SIDTRIM14LK FINISH IH ORDER TD OBTAIN A ROUGH NOM-SKID TYPE SURFACE. m ° CONCRETE ISLAND. STAGGER SPIKES ON 2' CENTERS EACH WAY. BARS ON 24 C STAGGERED 8" ~ a ~ r B"~ - - - - - - - - ~ of RWP 919 832-5587
hs•I ~ „ ~ 0.02 SLOPE N ~ ~ 4 11. (LACE A ~ EXPANSIfX1 JOINT WHERE THE CONCRETE WHEELCHAIR RASP JOINS THE CURB ANO AS SHOWN W STD, DWG. 848,01. M C7 IN THE CONCRETE PAVEMENT (ISLAND) AND CONCRETE ISLAND iV O ."1 ~ II# TW M•8' la CAt a ~ ~ d ~ a B., ~ 11
~ ° 12. ?LACE THE INSIDE PEDESTRIAN CROSSWALK LINES NO CLOSER IN THE INTERSECTION BY BISECTING THE INTERSECTION RADII, ~ C „ , "•1~, 4`:n o'>";:'' ~`,:•o'i~~*`,e~~' '.a - i n - O A i3 A° TYP. 2'' S" -
WITH ALLOWANCE OF A 4' CLEAR IAHE Iq THE VEHICULAR TRAYELWAY WHEN ONE RAMP IS INSTALLED. (SEE NOTE iT) ~ $ {MONOLITHIC) PLACE 1$ EXPANSION JOINTS AT 3O INTERVALS ~ ~ Plumbin IMechanicallElectricallCivil y ~ ~ 18,•a,~ r,,. 9
N _ * ~ AND GROOVED JOINTS 1" DEEP AT 10' INTERVALS BETWEEN 1~t" RADIUS 2" RADIUS '9 ~ 19. COORDEDESTRIAN WRCROSSWALK LENSES ~DLR~RDIAQ(NIALRIAP$LWITH FLARED SIO S SO 4° OFEFULL~HEIOHT GURBLPALLS WITHIN ~ ~ EXPANSION JOINTS. 5r' MONOLITHIC CONCRETE ISLAND z ~ The Woo#en Company z
THE CROSSWALK MARKIN ON ID F ~ ~ G$ EACH S E aF THE LwIES. ,~SURPACE MOUNTED ON CONCRETE PAVEMENT N ~ GENERAL NOTES , , 120 North Bo Ian Avenue :NT m °p* RAMP ARRBw y
~ 14. CONSTRUCT TIRE PEDESTRIAN CROSSWALK A MINIMUM OF 8 FEET. A CROSSWALI( WIDTH OF 10 FEET OR CilIEATER I8 DESIRAf~E. ~ LINE UP THE JOINTS IN THE CONCRETE PAVEMENT (ISLAI1o) VARIABLE WITH THE JOINTS IN THE CURB ~ CURB AND GUTTETI. JOINT SEALER ~ 3• IAA: THE oIX.oR M1ITE E'OR ALL PAVBIENT MMKINA sY11SOLS. AT EXIT RAIW Ral8lgh, NC 27603 2- oo xGr LOCATE PAVEMENT MAAKINB sYMaoLS As To EHCRQ4CN [phone]
15. USE STOP LINES, NORMALLY PERPENDICULAR TO THE LANE LINES, MHEAE IT IS IMPORTAgT TO INDICATE THE POINT BEHIND WHIgi JOINT FILLER VEHICLES ARE REQUIRED TO STOP ]N COMPLIANCE WITH A TRAFFIC SIGNAL, STOP SIGN OR OTHER LEGAL REOUIREMENi. AN 1Ri118UAL APPRDA{;H FILL AND SEAL THE TOP Y~" ~ THE EXPANSION JOINTS AND CURB AND QUTTEA ti" CONC. COVER INTO EXTEASECTIIXI AAEAB.
SKEW MAY REQUIRE THE PLACENENi OF THE STOP LINE TO SE PARALLEL TO THE INTERSECTING ROADWAY. THE ENTIRE DEPTH OF ORODVED JOINTS WITH JOINT SEALER. AS CALLED FOR ON 0.02 SLOPE 9• DO NOT PLACE PAVEMENT YAAKIlKi SYYB01.8 ACROGB TAANSVEAaE EXPANSId! JOINTS ON PORTLAND CFJIENT CONCRETE PAVEMEKTS, ~
18. TERMINATE PARKING A MINIMUM OF 20 FEET BACK OF PEDESTRIAN CROS6YA4LK. Pte' UNLESS APFIK1rE0 BY rHE ENGINEEII. ~ Civil En ineerlSurve or g Y ~~~'e. M CONFORM Au sYMa0l3 Ta THE FNMA "sTAMDARO ALPNABETB FOR
t7. PLACE ALL PAVEMENT IIARKIII~ IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (YUTCD) FOR JOINTS IN THE CURB AND~OR CURB AND GUTTER $EE SIIAFACTNG • ~ ~ ~ ~ ' ° ' e.P. e4":b o °'a 4" BASS GWRSE 4°:b°a a'" etiP.b~a; • PUBLISHED 8Y THE FEDERAL HIQHWAY ADMINISTRATIOq AID THE NORTH CAROLINA SUPPLEMENT TO THE MUTCD. a . d o • p . ~ d STANDARD NO. 848.01 ° °o,:" HIGNKAY 8IQN9 AND PAVEMENT WWKTN09", (REFER TO BfiEETB S d'° THRU 7E. SYMBOL DIMENSIONS CPM VAR'! AMOND MANUFACTlM1ER8, RAMP ARRON Bass, Nixon & Kennedy, Inc.
MEET 4 OF 4 EET 1 OF 1 ~__a 848.05 852.01 PAVED CONCRETE ISLAND _ a EET 1 OF 7 THEREFORE SLISHT VWiIPMCES ME ACCEPTABLE, HOMVER, ALL AT EXIT RAMP I 1205 , 0$ BYMeDLa "AE REauFRED TO ~ APPROYED BY THE OEPARAIENT. OQ'~ 6310 Chapei Hill Road, Suite 250
rn MULTI-LANE WIDTH "SCHOOL" SINGLE LANE "SCHOOL" m . d ° CNANNELIZiNB ISLAND SEPARATiM6 TRAFFIC IN SAKE DIRECTION REFER ro sm. 1205.10 AEFEA TQ STD. 120S.1O (cNEVIwM} ° L ATI N F " " 61ARKIN Raleigh, NC 27607 c~ OC 0 0 SCHOOL GS 919 851-4422 ( )
yVio4 2A" wIITE TRANSVERSE SAxD E4" MATE TRANSVERSE EVR1D ~Tppp D z SIX LANE ROADWAYS rnao FOUR LANE ROAOWAYg {DIVIDED AND UNDIVIDED)
ro~1~m mg Q.c. D•c, r~~1~w wNIrE GORE LIx~ ~~~xn ~ ~ WZ-1~a + ~pT-111 TWO-LANE, TNO-WAY ROADWAYS (QIYiDED AND UNDIYiDED)
c~ a c~ ~ 7 xpn°m ~W xp~nm 1 a~-+xn Roofing Consultant x-°~°m M ~
ZIx•I~O~ '~o Z~Op'TI - - - - - - y - Stafford Consultrng Engineers
GT ~ O ~ ~ O~~Z WHITE ~ - - - - « - - - - 130 Edinbur h South Drive oQa~ ~ - - - - - - - ~ - g
' ~ D ~ ~ y a DIAInNAL LINES ~N e J ~ v ' (CIffVR08) . a ~ o ~ ~ y - - ~ _ _ - _ Cary, NC 27511 ~ ~ _ ~ _ _ _ _ ~ _ ~ - ~ - 919 461-8125
y0 g~ i. e m ~O x a ~ z I'AO - - - - - - - - - ( ) z s~na. S I? ~ -
MEDIAN ISLAgD SEPARATIg6 TRAFFIC IN OPPOSING DIRECTIONS BDILOINe
~m AOIHLE TELLp1 CENTER LINES s 8k1IL0IN8 Food Service
2 FooDesign Associates
14'-E" YIN. TO 22'-8" IHX. 0 8'• " Y '•4" e 1 m O.C. « 5828 Oak Drive
m D.c. m N ~ ~ 24" MiITE TRANNVERSE aANO E4" wNITE TRANSVERSE SATo m - - - - - - - ~ - Charlotte, NC 28227
LETTER HEIGHT = 10'-5" LETTER HEIGHT • S'-4" ~ 6 ~ YElLQI ~ H LETTER wIQTN = 20" (USE E04A1• BPACIIKi SETMEEN LEiiERB ARG LETTER WIDTH • 48" (SSE EQUAL SPACING SEIYEEN LETTERS Af?D ~ M DIASONAL LINES ~ « o ~ $ - - - - - ~ - ~ M - _ _ _ _ ~ _ _ _ _ _ _ _ _ ~ _ « [phone]
G C = SPACING • 10" MIN.180" VAX. CTNTEN ENTIRE SY1AT01. IM LANES) SPACING = A" YIN.IB" YAX• CENTER ENTIRE SYIYICL iN LANES) < ~ (a:t SLOPE) f" ~ mm a~ ~ _ s r _ « ~ - - - - <x ~ - - - - - - ~ - - ~ - - ? r - -
~ ~ G0 I'ONLY" a4 '""'E RAILROAD RXR SYMBOL ~ 3 ~ EDGE OF PAVEMENT OR SMOULDER ISLAN6 ~ TMNSYEASE BH1D -1 _ o - ''r- - ~
Z ~ ~ b Q.C. REFER TQ 8T0. 1205.11 -I Z ~ YELLON TYP. a m INDIAN SIDE E.O.P. YELLOW ° ~ D ~wi LANE WIDTH OF ° ~ ° oR BHOIA.OER CBE uR~ DIASONAL LINES = m D BCLIOOL - - - ~ - - - - - r Landscape Architect
~ WIDTH x (E:, sLaPE} ~ p {FEET) (FEET ~ v a 1 ° ~ D ~ ~ McNeely Associates
O ° G'Sw59' ~ ° ~ r, 8fA1Da. 5501 McNeely Drive
~ ~ ~ r ~ ~ m ~ G'dY51E 8 ° D D M ~ ° ~ ~ n BULLOINB Raleigh, NC 27612 w ~ [phone]
M ~ NNERE PEDE&TAIAY CRO59NAI.KB ARE
~ p m 'v iv ~ ~ p E m u~ x w~ 1 H G7 REQUIRED EN BCINIOL AREA, NILYI ~ YISIBTLITY CROSSMALXB MAY SE USED.
~ GENERAL NOTE a ~ ~ I 1. THE SCINIDI. PAVEMENT YAINIIMG CONSISTS OF S1X ~ OIlI'SIOE E.O.P. WHITE GENERAL NorES Theater Consultant
(81 CHARACTERS. liff TMS (2) E4" TRANSVERSE OR SHOULDER ~aZ LjNE EDSE LINE c ,B" 9tl1D6 WILL BE PAID FOR UNDER A SEPARATE PAY ~ : y p 1- sINGLE LANE "scxaDl" NDRD MESSAGES CAN sE uam IN EACH APPROACH LANE. StageworkS
S ~ I ^ [TFII. i 1- s E- EXTEIO 2t" wIIITE TAANSYEASE LINES p~SS ALL LANES RPPROACHINO ~ ~ vii THE spt00l. AIAiA, EXCEPT FMt TXO•LANE, TNO•NAY ROAORAYS EXTEEro THEM 1100 Capital Blvd
~ ~ a- PAVEYEIkT MARKING IN HNIANCE ~ A HIfNNSAY-RAIL GENERAL NOTES: 18" iS" 13" O" a7•D" ` E4" WHITE CROSSING SHALL"CONSIST QF 7TU (21 CHMACTE9S 1. G•SPACINB Of DTAOdUL LIMBS (TYPICALLY EQUAL IN FEET TO THE PASTED SPEED LIY[T}. ACROSS THE ENURE NQ~IALAV MAIN Two-TAME ME98ALiE8 AAE usm. Raleigh, NC 27603
TRM~VEAZ~ BATA - AND 1M! (E) 18 LINES (FYkW[NG AN X} RHICH HIE 4" 18" 111¢" PRIG FOR UNDER TM) SEPARATE PAT [TEiAS. ALSO, E- IM1i16ASE SPACING OF OIAOONILS TO E00' OR YORE ON INTERSTATE PAIADMAY3. Boo' ~ ~ ROD' 919 839-2288 suILDIIXI ~ ~ )
2 OF 7 O.C. THE TTRI [2) 24" TRANSVERSE SAIWS 1TFLL BE PAID E1T 1 OF 1 Q 7'-0" FOfl UMOEH A SEPARATE PAY IrPI. S• ADJUST SPACIMQ OF OTASONALS pEPB~INO ON THE LEwBTII OF THE ISLAND. SPACING EET 1 of 1 MAX. ~ ~ MAx.
1205.08 IANE~OTH _IJ 1 ~05"0 YAY ~ AOJUSTfb AS OETEItlIINPD BY 1ME ENGINF~R. 1205.1
I°11 I°YI SEE EDGE LINE M9 CONTINUOUS LINES SKIP LINES MINI-SKIP LINES EDGE LINE OFFSET DETAIL OFFSEfOETAIL TWO-WAY UNDIVIDED ROADWAY )ED ROADWAY o~ TWO-LANES TWO-WAY ROADWAY M~
y?'~. ~ YELLDN SKIP E.O,P.
Np~ EDGE LINE TApo •ti % .,;:~a• E" REFER H.SO r0 TABLE i w ~ N ~ ..6•.° E.O.P. r©~~-•( ~ 4"f6">F irYlp~ `~•i ••+MSIrE •YELLdI EDGE LINE w y H p ~ MATE EDGE LIMES CEMTEIt EINEs T-C]"1T~fA SIgULOER PABSINB BIDE .E,~ ,a
~"~Z"1xD YELLONORwHTTE Hz^f~D ~ ~ - Op n~ ~ ' r pp~ ~ x,~~ym 1O SKIP LINES 2 MINI-SKIP LINES s,, ~'m TABLE 1 w » - .-i~-1xD ;;~'s~ N 20 Om
9 YELLOM OR MATE YBLL WHITE ~ w ~ p ~ TURN LANE LINE ~ ~ Z ~ •o°q ~m EDGE LINE OFFSETS FWI 2-LAfE, z-WAY RCVmYAYs Z D N ~ ! 20900 S
r° ~ r ('I09~ d"/6"~ 10' Y ~AyZ WITH UN-PAYEQ SNOU.DERS SEE EDGE LINE SEE C@3TER LINE ZN~r~ M ~ 9",'~', R3TER LINE h S ~ 2 [ `
RMITE ~ ~iD wIOTM lw} OK . E LINE MINIYUI l/d1E OFFSET DETAIL OFFSET DETAIL •~pD ~ DD YEL PAVEMENT FHOII EA.P• wIDTN -C,ir YlYli ~ 4"!B"+F Y~ Y~ YYY ~ f"!S"+F h~•i 18' - 18' 8" 8' • S' T DETAIL SLAL YELLON SKIP YELLOW pEIITER LINE TNO - vELLON CENTER LIHEa 029993
~Z ~ CENTER LINE ~ ~ c~z ~ 1G' 9' y0 , CEHIEH LINES NO-PASSING BIDE IDOIRiLE YELLO'N) E.O,P. ~'~O a ~
+"IS"* 13' 20' 6' 105. YEUaR ~ CENTER LINE OFFSET DETAIL 21' S° ~,C PA88INH ZONE PA88IND ZONE NO-PABBIN& ZONE J'
ra' 1a" m' TWO-WAY UNDIVIDED ROADWAY 4Q' 15' as' 1a' 10.5' SEE EDGE LINE WITH TWD-WAY LEFT TURN LANE IDED ROADYIAY eorN DIRECTIaxs STNSt.E DIRECTION BOlil °IIIECI'IONB . _EFT TURN LANE
24' 1' 11 OFFSET DETAIL GORE LINE ES' z' 11'
2s' z' 1z' e"na°* sD' s' 1E w « TWO-LANE, TWO-WAY ROADWAY
m MATE ~ m aE' 4' 18 _ f m WITH TWO-WAY LEFT TURN LANE
O ~ YELLpT CENTER LINE 1'" r S" w .1' r ~ H ~ N 4-- - - ~e" ~ - = - ~ NOT FOR CONSTRUCTION t , - - ~ N S20' TYPICAL BPAQING
a m DIAGONAL LINE > ~ YELLaw CENTER LINE f- C x BETMiEN 8ET8 OF AARON 8YI60L8
rn~ ~ mx w 11 3~' S" 3°0 m FACING DAN ~ INCREASED di DECREASED MTITE EDGE LINES E.D.P. BID SET m ~ SfgULBER A DETEAYINED 8Y THE ENGINEER
~ I11 y YELLAw oA RHITE ~ p III D SEE CENTER LIRE ~ ~ o ~ ~ o LEGEND ~ ~nii OFFSET DETAIL T71 LIME m D STALL Z ~
~ ~ W ~ N • wI01H OF TAAVEI. lAI1E -i ~ w « ~ _ _ _ _ _ _ _ _ _ SHEI=TISSUE 04.08.11
b o CROSSWALK LINE ~ ~ ~ ° « DIRECTION OF ~ a w J •F J ,F
~ O S"!24"4 TF GENERAL NOTES ~ ~ l] ~ TRAFFIC FLOW LANE LINE OFFSET DETAIL o - N 40' 10'
W ~ WHITE 1• RHEAS Two WIDTHS HIE INDICATED, THE FU1Sr WIDTH APPLIES p0 A M ~ ~ "NMARAL" wlorN LINE, THE sECONO HIDTH APPLIES ro A "raoE LINE. Z w SEE EOSE uNE MULTI-LANE ROA[~NAY ROADWAY ~ ~ ~ ~ b SHOULDER YELLDM SKIP YEELON CENTER LINER E.O.P.
~ p R/R LINE E• "WIDE" LINES ARE REQUIRED WHEN DESIGIMTED IN TFiE PLNlKI, aR wNEN N ~ OFFSET DETAIL OLRECTEO eY THE ENGINEER. REFER 70 PAYEMENf MPAXIRG pJIOELIflES. N O CENTER LINES
D 1$" O ~ ~ ~ T» ~ GENERAL NOTES
~ WHITE ~ ~ E" TOILORDB LEFT SIDE ~ w ~ ~ ~ NHITE LANE LINE ~OF7RAYElwAY FC--- - ~ T• PASSINOlNO PASSING ZONES MILL EE OETEAIIINED BY THE ENGINEER.
~l--------------------- w STOP OR TRANSVERSE BAR ~ - ~ LEGEND EDGE LINES ARE NOT REQUIREQ ALONG CI1AB AND BUTTER LOCATIONS.
N n NlOTN OF TNAVEL LARE 9. 00 NOT CINLTTNUE EOBE LIMES TNAU INTEASECTI~, ANO DO NOT il'~ 1 OIAECTION OF BREW( EDGE LINES AT ORIVEYb1YS.
SEE EDGE LIPS seE LANE LII'~ 24" ~ OFFSET DETAIL OFFSET DETAIL ALL + TR4FFIC FLON 4• PLACE EOOE LINE$ AT RAISED IBLAIO LOCATIONS, OUTLLNINO THE
HEFT 1 OF E ~ EET E OF 2 PAVEMENT MARKING SHAPE OF THE RAT$EO I$LALW. MEET 1 OF 9 SYYBOLB
1205.01 1205 "01 1205.02
M DETAIL 1 DETAIL 2 ~amP aw ° to'-4" a'•4" C7 ~ * *BTOP BAN ~ ! ° ~ LAME YROTH LANE wI0T11 0 E NIOT11 p m ~
M'4Z O *2' MATE ~~z
y O * 2' WHITE YDNI-SIQPS ~ y O p r. ~0 ~ 1 y YIN3-SKIPS r i y ~'"~xm
NZ-4x~ « wZ-1xD G1 p 0 « t i s •C 17 p -i Hz =a
x~~ym xm m • xNOp 4 xN00 i =•°n n~
?~~Mm 10 1D' 100' ZwropM'11 ° m n~~x rn. TYP. nsax . ~ zN~°~
ya ' ~a c {iD
yM DETAIL 3 DETAIL 4 STOP am *2' WHITE <M 2j. c z STOP MR* • t *2' UNITE * MFNI-SKIPS NZ Q
IIIIII-SKIPS 0, ISO, 4n 2. 2 YELLOW +r' I z
0 150' MINI-SKIPS S B" 8" B 16" +8" 4 18" 18" 14S" 18" 18"
* _ _ * * = CHECKED BY
* Z - - - - 1. MEDIAN M
* - * - - - z m - W t- W, ° 0 DLN D m
°z 2' WHITE z r 160' ea' ISO, BD' MINI-maps r Y ~v ~>~oL
H O N *2' WHITE MINI-SKIPS D ~ o 2 REQUIRED USE INCLUDES LOCATIONS, < (a is
WHERE LANES ARE OFFSET, OR AT + y 3 Tn LARGE INTERSECTIONS *STOP BAR 3 co r- -4 m>M m v 3 APPRQVED BY
" m DETAIL 5 STOP BAN * n m N Z s ° m To z DLH v
n MXNTHSKIPS GENERAL NOTES Z 2i o -1 -1 a I m m~D Y
0 > LETTER HEIGHT-8'-4" H..4 G t17 N g r_4r~ ib" 1- PLACEMENT OF STOP MARS AT NON-SIOKAItXEO INTERSECTIONS S XS OPTIONAL. LETTER WIDTH-16" " N LETTER SPACING-e" " r DIRECTION OF TRAVEL 1i0' B -td D ~ ,c a b
4 G ppgpT* USE STOP BARS AT SIGNALIZED INTERSECTIONS (SEE STD. 001G. m 33 SYMBOLS 1205.04 SHEET 8 OF 2). m 1 p WORDS ARE CENTERED IN TRAVEL LANE coAD ~ N T fEL LANE 2 A
co ~ * 2• USE STOP GARS WHERE IT IS IMPORTANT TO INDICATE THE POINT, BEHIND M Z * WHICH VEHICLES ARE REQUIRED TO STOP, IN COMPLIANCE WIT14 A STOP Z { ° PROJECT NO.
1 N G) MEDIAN * sIQN OR TRAFFIC SIGNAL. co G) SPEED LIMIT DISTANCE "D" ANCE w m M p 11002 2TWEEN g 0 Cm NOTE: ALL CONSTRUCTION ACTIVITY BNK 43-1014
C -S' - - * - - - 3- PLACE STOP BARS AT THE DESIRED STOPPINS POW, NO LESS THAN 4 FEET MPN BETWEEN z p AND NO MORE THAN SO FEET FROM THE NEAREST EDGE OF THE INTERSECTING a WORD SYMBOLS r I I I A SYMBOLS . °D ° MUST BE IN ACCORDANCE WITH THE
co *DOUBLE YELLOW ~ADWAY. TEN FEET IS AN OFTEN USED SETBACK DISTANCE. +8O' SO' CENTER LINE - a 1w ~ C GENERAL NOTES: g 1 COPYRIGHT NOTICE: THIS ARCHITECTURAL
L2' YELLOW 4• CONTINUE YELLOW EDGE LINES AROIMID MEDIAN CROSSOVER RADII. 35 OR ! 40' MINI-SKIPS 40 - 80 w 1• STAMM CHARACTERS ARE 26 GRID UNITS HIGH AND 4 UNITS WIDE (EWE" 6- FOA.S' HIGH CHARACTERS, THE WIDTH Is 16' ACCEPTED POLICIES OF THE TOWN OF AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY w D LETTER "I^ AND THE 11111TRER "1" WHICH ARE 1 UNIT WIDE). (USE 4 ",FOR EACH GRID SWARE). " . ROLESVILLE & CITY OF RALEIGH, AND A 2- VERTICAL STROKES ARE 1 UNIT WIDE, HORIZONTAL
LEGEND MOTE: USE DOUBLE YELLOW CENTER LINE, as - BO SO` 8• FOR ION HIGH CHARACTERS, THE WIDTH IS 20 ?~PURSUANT TO THE AGREEMENT WITH RATIO STROKES ARE 4 UNITS HIGH. (um 6 FOR EACH GRID Sump. UNLESS SPECIFIED, DEFERS TO THE ARCHITECTS, INC. NO OTHER USE,
O STOP 8I13H STATIONARY SIM AND ARROW SYMBOLS IN MEDIAN MT MARKING CROSSOVER WHEN WIDTH OF MEDIAN 7r-4" 100 S- SPACE 1 UNIT (WIN.)) BETWEEN CHARACTERS OR AS OTHERWISE OHM T- FOR W' HIGH CIIARwTERs, THE WIDTH IW 111$" DISSEMINATION OR DUPLICATION MAY BE (OPTICAL SPACING NAY a usm). (USE 2Pb FOR EACH GRID SOUAAE), NCDOT STANDARDS AND MADE WITHOUT PRIOR WRITTEN CONSENT
DIRECTION OF PAVEMENT EXCEEDS SO FT., OTHERWISE THEY LETTER HEIGHT-B'-4" n LETTER HEIOHT.S'-4" S6 OR GREATER 100' EET 1 OF 2 1 TRAFFIC FLOW ARE NOT REQUIRED' HEFT OF 7 LETTER WI01N-10 " 7.4 LETTER WIDTH•18" DISTANCE "D" MAY BE ADJUSTED AS
1 205 ¦ ~4 * OPTIONAL 1 205 . fro LETTER SPACIN" LETTER SPAGIMB=S" NECESSARY FOR OPTICAL SPACING cite E0 T OF T 4• STANDARD O CHARACTER NEIGA ARE V-4". FOR THE 8' RAILROAD OF LAW RATIO RIGHTS OF ARCHITECTS, INC. COPYRIGHT ALL COMMON U:IIq 1 'R' S'IIEOL A~IU THE Tlp-LANE 10'-6" SCH SL10OL 0L SYM SYMBOL. SPECIFICATIONS AND RATIO Vv OTHERWISE ARE HEREBY SPECIFICALLY
RESERVED.
SHEET TITLE
QUARRY ROAD
WIDENING DETAILS
SHEET NUMBER
C214

f
p°m SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE w~ IF SPECIFIED. D AVAILABLE m NorES: Owner w ~ INSTALL ALL STEPS PROTRUDING 4" FROM iHSIpE FACE OF STRUCTURE WALL.
~ y ao rCi' Z STATE USE OF SYSTEY ON COVER ~~ao~o ~p (I.E.: SEWER, STORY AAAIN, ELECTRICAL) C, STEPS OiFFEAING IN DIYENSIpNS coNFIGUAATION CA NATEAIALS FADN THOSE SHOIW+ NAY ALSO BE USED PROVZ~p THE CONTRACTOR HAS FURNIS4IED Wake County Public School System ~ ~ THE ENOINEEA WITH DETAILS OF {71E PROP08Ep ST~PS AND HA8 RECEIVED WdITTEN APPROVAL FAON THE ENGINEER FOR THE USE GF SUCH STEPS.
p ~ ~y1 AA 9ET BACI( OISTANCES TO STOP BAA8 VARY r C) T ~ y Z ~ _ ~ ~PENOINS ON THE LOCATION OF BiGNAL rmi Z ~ D TOP OF COVER 5551 Rock Quarry Road o -1,~ "
= p ~ C1 m HEPII. t0 fEET IS GENERALLY USED ha A Q p ~ (y - 7'I ~ YIN[YUY BfTSACK bISTANCE. IF NOi SHONN ~~I Dm ~Z~~a . ~ Raleigh, NC 27610 m ~ ~ (919} 650-1600
=ypp IN THE PLANS CONTACT THE SI(NIAL AHD x(D~p A ~ A B z,-, ~ r •n oEGYErnIC sECrlax FOR DiSTAMCE. z ro ~ . t" zHbr,N
O=~z" pQS'r" - DAD DR _ ADD 0 cD~~~ _ _ ~
IF sroP3AAS AAE NDT SraaH, L.._-.. _J • ~~a " ~ ~ - Architect
yZ SEE SIGXALS PLAN FOa DISTANCE yp ~ - - - z ~o ~ ~ Z RATIO Architects, Inc.
1~" R. ~ 135 E Martin Street, Suite 101
BOTTgI OF COYER tk 60' 150' TNAU LANE SEE STD. 1205.05 t" R. NNiTS OIASONALS (CNEVROIYS~ ARRGN SPACING FOa t'URN LANE NANCINBB. ~ ~ PLAN SIDE n ELEVATION Raleigh, NC 27601-1371
NEFEN TO STD. 1205.OB FOR PAINTS ISLANDS ' PLAN siDE {919) 821-0805 ELEVATION = ,V
PLAN OF COVER t N Q _
z - - - - - - - - - - - - - - - - « ~m y ° - . . . . . . . « z ~ PLAN OF P11ME z ~ ~ Structural Engineer
: s s r c~ ~ ~ ~ ',-Dn 741+x"
~ _ _ _ _ _ - 1 Px ~ n N ~ T IR N LHG Structural Engineers > = cASr IRaN cAS D ~ w ELEVATION ELEVATION 1015 Wade Avenue
W ~ y m 2 ~ y m m cy~~ I ~ ~1 y 1'•11"
° ~ 180' SO' b~ 2' tMITE YIN[•8KIP8 YELLOTI DIA1i0NAL8 Z ~ ~ ° REFER TO Slit, 1205.08 ° i'-1OYB" D Raleigh, NC 27605 ~ z ,~N" {919) 832-5587 T3
~ ~ r~`G FOR PAItITEO I8LAf83S co ~ o I aECtrrnED ~ p0U3LE TuRH LaNES. m o ' ~ : ~ BAA DR n
~ ° SPACING ~ YIN[-SNIPS CAN BE REDUCED ~ ~ G 1" S$4" 1 kB BAA -7}- a OALV'O. fl ~ 4sn
y Q TO 3' INSTEAD OF THE 19' STANDARD SPACING. ~ ° i" / ~ TYPE R1 cmT 1•I ~ I D / 1 s~ v ~ ~ ~ ~ _ ~=4 PlumbinglMechanicallElec#ricallCivil
H ~ z a = ~ ~ ~-4~" ~ ~ - m ~ ~ ~ The Wooten Gom an P Y
pNQ CG? ~ ~ j ~ i n ~ C 71 h ~ \ 1 tO~'f3 ~ ~ ~ ~ Y N 120 North Ba Ian Avenue
~ m ~ ` / ~ `ALTERNATE ~ ~ SECTION B-B ~ " PLAN SIDE P C y m ~ ~ = ELEVATION SIDE Raleigh, NC 27603
4~$" 2'-0~" YINIMISI WEISHTS - LBS. ~ ~ CONFGSITE PLAN ELEVATION ElexTS - LBS. ~ ~ {919) 828-0531
~ FRNiE - 180 LEGEND 2 -D14 • ~ 1 COVER - 120 eo 20 n ~ REINFORCING STEEL
SECTION A-A I ~ TOTAL - S00 Op 12" ~E; Civil EngineerlSurveyor
/ DTNAFFECiO fl.OY ` 1 / SPECIFICATION IION ELEVATION ~ nEFDIGIED 1z" OO NOT USE IN IRON MEETING EET ~ ~ ~ L sANITARY sENER IIANlWLES. Bass, Dixon & Kennedy, Inc.
cuss sn IttON MEETING ET 2 OF 2 h}~? PSYYBOLB YAlN(INB EET 1 # 1 ~ i / 1205.04 840.54 TYPE ~ AsTY a-as SECTION A•A ELEVATION 6310 Cha el Hill Road, Suite 250
~ o 840.86 p o Raleigh, NC 27607
H -D PAYEYENT ~ ~ (919} 851-4422
M~z n r re RAD. 9n S" " RAD. 2" SURFACE N~Z .02 .07 /.09
aMp~ uz" RAG. S 2-0 " RAD. RFAiIE 3 yo° •0'~ .OS .02 0•~ /01 ,D3? L ~ TA W ~ RAD. ~ W x .OS :o. p z ~ Z t m -t RAD• " N mym=-~ v ° ° c.` a•°• ro, h •v :9:. ;P. A
~ ~ ~ - ~ RAD, a I I p.: • ~ ~ ~ 12" .1O 12n .04 „ Ng-~x> A C Roofin Consultant aQ A C g
=~I~Dm P '-•r:•-,. d O. . ~0''•' " p. „ S~DDm 7 =y00 T, m .p.' a ; •v.' ~ a..p. P • e'v4. :01. .0 . ^ ~ o.v, m ~ ' aC~Op Z~~~~ ':'a. o' N •0• N ~ 1~" RAD. ZN~~~i s,~~~m ~ ~ ~ S#afford Consultinry En sneers - =MOO g g
p~-Q1~ 2 1 -8 a .02 0 A2 /.02 02 ?.08 LQ4 zQ~M~ cuAe GurrER ~ ~ 130 Edinburgh SOUth Drive
D ~ ~D~ . •94 0.27 _ .os ~.aa ~~ag UNITS DIRECTED aY EMOpiEER ~ Cary, NC 27511 o .9 P. ~M ~ IN RADII - PAY LIMIT PLAp~g J,gI8H0~p, {919) 461-8125
jM 2'•B" CURS AND GUTTER 1'-8" CURB AND GUTTER a" s" .as• ,05 0 ..,-.02 . 1 0`'• , •o,, o ^ • .o,. , ..9 ~ y ~ ~ y , :a.° :o z 8" X 12" OR 1 " 9" X 12" OR 18" z 12" •09 „ " " ~ ,02 .04 14 Z ~r.A Jti:(Sy~ 2'•O" ~:K~;~^, ykr'k~C IN AA9II ~1r/1 ~ ~ ON PLANS)
CONCRETE CURB CONCRETE CURB 7 12 7 ~ ~ a'-D" PR P D 1 f~~A,^r .v•~i -(~~k 1,11 at I V 2'-D' - 1 r"f n',r'r l~f,r~ r•.~'r it F '4~V < ~ - ~ . ~ - ~ .
2'-0" 2'-D" EDGE aF Ju ' a, i, rf;`,^ i GUTTER / 2'-0 ? FACE OF CURS r,rt~",~~,~' a'•o" ~~4:.,~., Food Service
PAVEMENT 2" AAD. 2'-O" .02 :'o' .OS ` .09 L~
. 4: Su i n I n a~ 1'-0" 1'-0" 0.33 .04 .04 .02 0.25 . O4 -.02 NORYAL . a~ L---... ..o . i RADIUS ~ N1 0 ' p. v . ° CROWN .o. ~,:.v, h o . .v, • o ' ;v i. v' v• o ~D FooDesign Associates ° ~ ~-A N 5828 Oak Drive
m ,r'm•.•. • . o o " m 44 p . :~..'c.<': 7 Ci Z Tn 12 7 •0._ 1 ~ /.05_ Z •4.' ®•$ii 4:' .•'P• .dy' ''v• 7" .•a• v.' . •v.• . 5 ;4'r~., i•.•a•..S?:r " n ~y ~ z DRIVENUIY WITH El(PRE88WAY BliT1EA T'RIWSIriox DRIVEWAY WiT'N 2 •s dlr+e AND GUTTER Charlotte, NC 28227
D W n~ ~ Z N ~ ~ PLAN VT£~[ O~ TYPICAL CURB AND GUTTER OCf~1RENCES (704} 545-6151
p ~ y EXPRESSIIAY GUTTER SNOU DER BERM GUTTER S ~ C7 y .02 .06 ~n~ .io ~ a as ~
m B" X 6" MEDIAN CURB VALLEY GUTTER G m z ~'S2 .03 .03 0'~ -.04 -•OS /.04'x" /.10 ,o,.q r N ,
12 •07 ~ ~ ,.00 s " ~ g SECTIQN VIEY[ OP CURBS OR CURBS AND GUTTERS ao ~a e m ~ - . 2r,Dn , n „ ~,-G„ Landscape Architect rs ao- ~
' Cabo a C~ McNeely Associates ~ ~C" a 12nr 12"~ , . , 12"~ . p.
Re ~ ° GENERAL NOTES: FILL x 1 DEEP po ~ ° po ~ O VARIABLE - 10' suGGEBT~ VARIABLE • tD' su~sTeD _LLr _ 7" n T 5501 McNeely l}rive
O ~ ° -PLACE CONTRACTION JOINTS AT 10' INTERYALS, EXCEPT THAT GROOVED OR SAWN Q ~ t7 •02 ,05 .01 ~ •11 i'07_ z JOINT WITH JOINT x 0,3 .02 0. :b L ~ ~ C D A 15 SPACING NAY BE USED WHEN A MACHINE IS USED OR WHEN SEALER C D 1 •02 .02 25 4 -.04 .+1 X07 - p ~ ° A ~ sECTIaN e-B ~ Ralei h NC 27612 c ~ B E ~~sswAr a~rna~ sr~ 9 .
O ~ SATISFACTORY SUPPORT FOR THE FACE FOAM CAN BE OBTAINED JOINT SEALER ~ ~ ~ : • m' • ' •o ' ° ' ' •v A a' ~ • ' ~ h C ~ WETHOUT 7HE USE OF TEYPLATES AT 1O' INTERVALS. " AAD. GUTTER "I C . v . ; . • ~ o ; . . • .9' • , 'u'° h (919}782-9677 ~ c z
m ~ ~ -JDIN7 SPACING MAY BE ALTERED TF REQUIRED BY THE Ef~IN£ER. ~•o~, PAYfMENT SURFACE m ~ I,] 12' 7" 12" 'OO 7" / 01 / 07 ~ m -CONTRACTION JOINTS MAY BE INSTALLED WITH THE USE OF SURFACE ~ L m ~ J S ER ~ " ~ SUI~ACE OF n ~ SURFACE OF ~ O UTTER (HITTER
~ O TEMPLATES OR FORYED BY OTHER APPROVED YETHODS• .';v' . ' •v' : ~'a• ~ m p EERY VARIES 2'-0" 2'-O" 7D " •'•o.n:,,..~ d•, 9,.f9~.G•. ,,c :0 ••,p.:..•. p.'::.•.'~'.6,:',,. ~ ~ 711 8'-0° NORMAL CONSTRUCT NON-TEMPLATE FORMED JOINTS A YIN. OF 11'~ 1~EP. '.o•.'....'..o'.'.. '.o' a a . a a ,Og EoeE of PAYEIffNT 0 ~ ,off , .a' , Theater Consultant
-FILL ALL CONSTRUCTION JOINTS, EXCEPT IN 8"%S" MEDIAN CURB, . a,:.o,~ .o p'. ¢ p:: g• , ~ , :v~' . • . ;o;' . .O2 0 .02 l,..,.Q,~.. ~.oz a /.12 PROPOSED 'O'~'' ' ° '3p .O1 .01 0.25 .,p4 -.05 - A EXPANSION .NIINr CMITBACTION JOINT StageworkS
WITH JOINT FILLER AND SEALER. , : ; ' _ ~ A GU ER PROP.P " c~: o'•:..•Q`.•a'''. - , SPACE EXPANSION JOINTS AT 90 INTERVALS AND ADJACENT TO ~'1 II JOINT FILLER .''v, '0' r, ~ PLAN MIEN OF TRANSITIOII 1100 Ca ital Blvd
PAVEYENT ~F~ ALL RIGID OBJECTS. JOINT 12" 'O5 7n 12" 7" ,x,02 / .08 • re ~ NorES: P EXPRESSWAY GUTTER TO 2 B CURB AND BUTTER •iN TMS TRANSITION FROM 4'•9" CONCRETE EXPRESSTU4Y GUTTER TO 2r-B" CONCRETE Raleigh, NC 27603
LONGITUDINAL JOINT TRANSVERSE EXPANSION JOINT IN CURB AND GUTTER CINH! AND GUTTER, PLACE 1¢" EXPANSION JOINTS AT 25' TNTERYALS. -PLACE GROOVE JOINTS 1" DEEP AT 12r-S" INTERVALS SETMIEEN EXPANSION JOINts. (919} 839-2288 -FILL AHD SEAL THE TOP 1~" OF THE EXPANSION JOINTS AND 1" OF CONTRACTION
EET i GF 9 SEGTI N VIEW OF JOINTS EET 2 of 3 SECTION YIEWS OF ~ SECTION YIEWS OF NTION RATES EET 3 of a JOINTS 1'RTH APPROVED JOINT SEALING COHPaJND.
$46.41 4 EXPRESSWAY GUTTER IN SUPER ELEVATION 2 •6 CURB AHD GUTTER SUI~RELEVATION RATES 8 6.01 84fi"01
°m m w w~ 61DeYUX 1 aTD.}
'"-~i NOTES; '''-Z1I mow' Z Y1" EXPANSION JOINF C w z N. z s• ~ s ~T~ © \ ~ UTILITY BINIP 0.03 Y[N.yy
y (8EE sTD. eAS.ot 1 cAGS3EUiK ~ ~ ~ a y WIDTX of oPDS ET ~a,°i~tp CONSTRUCT STANDARD SIDEWALK 5' WIDE ANp H ~ 9 ~ OT' ~ eNOr DMIM P' OEIECtAffiE 0.0E IIIN. 0.04 MIX.) 4' ~0 9 6 sIB, P'•1' CUw 0.08 YVf.~ 0.02 ~ItlIYl.1 •
+m•~z~~p=D 4" THICK UNLESS OTHERMIISE DENOTED ON PLANS. rmiz-tiD S~p~m " " S~ ~m TERMINATING POINT FOR m ^'1 L ~ YR761 BNCNN 0.04 ~NOIYI. ~ 4~ n F~Z~I~ ~ f
" =~O.p PLACE A GROOVE JOINT 1 DEEP WITH ~ RADII - y7D~ PROPOSED PAVEMENT ~~~~rn t
z.+ r IN THE CONCRETE SIDEWALK AT 5 INTERVALS. zW~~~t niA`'` ONE EXPANSION JOINT WILL BE REQUIRED AT 50' nQ~~ 2~C~ a ia.i VAX, AAYP ,5 A. Z?4pr~ X 9 ~i1 ~ M ~ f~"'_ /
INTERVALS. A 1~" EXPANSION JOINT WILL BE REQUIRED ~y~D RADIUS AS SHOWN DN PLANS A RADIUS A8 ~DYN ON PLANS PROPOSED CURB AND GUTTER SECTION B^B SEAL .R a a ~
WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE. I ' yZ ya RGADWAY PAVEI~NT ~ 1 ,2 E;o ~M y~~Ip~ 029993 O ~ I /j° B[0E1Ml,x -4• q
BIOEXALK / , SEE STD. DWG. B48.O5 FOR WHEELCHAIR RAMP LOCATION • / ~ c+ a Z TAAMBITIOM OIgP TAA11aITI0N ~ ~ fPIAB ay ;.G r = ~,r
REQUIREMENTS AFa CONSTRUCTION GUIDELINES. 5o-D. / GUTT~t `'S~:` x'` ~ s i" i:`• -r INTEAYALS GUTTER GRASS AREA ? ' +~"':s{+'"v y'z :,+r'~.vS~i. v ' ra;i: x'ry us;:,~.:: . I k Y" YS'~' 1 1,~ AAUOIE SLOPN NOT - I ~ ~J ,9
~2• m ORA53 AREA / i CURS a~~ / , E70.E® SECTION A-A
" RAD ~ / , ' , SECTION B-B ~ 8URFACE OF ~ / • • / r / / / /
SIDEWALK " E%PANSION JOINT / / / / / / / / / / m JOINT SEALER o m • ' I50BETRIC VIEW m slDeruM
~ Z /~/'/'i~/ //I!'/,/,/'//,/,/'/~//,r,/,/' Cdr G) •//>1~/~/~/~////!/1///// TOP OFCUAB ~ r / / > OF CURB ~ ISEE 8T0, e4R.D1~ z NAT FOR CONSTRUCTION
~ 's.'v'. 'a'. ''e'. 'v'. ,'v'. f- W W ~ / / / / 1 / / / ! / / / / / / / / , ELEYATI011 z 2 r' a:.a': s'.a''.• a?.n°.'.'s°.e':.'~ . ;.'n:.a';.'e;a :.'b^~e' ~•'a'.e° C < N 2 / / J / / / / / / ' / . RQADIrAY PAVEYENT IATION H ~E ~ 90~IOE44 TII bl MOT£6: x Ie:recrAaLe w~IND DsYas 81W-L wvaR 7•D^ L6N8TM ~ FBLL sRmN of ~
Mf ~ JOINT WIDTH JOINT FILLER = ° / / / / / / / / / / / / / / / / / , :;fi' j.Y':',!a'? : "?..Y ~c: y;;1 °':S`: .'i~', +•:5~:.; . . AAYP FLOpk Aa BNDM ON THE DaTAILB. ~Y,>y;•,.,yiY, m CD a, aarAlN TaN CONTRAST nsc6ILITr IITx ADkOININO 6URFAtM:, EITHeR uBHT-OM-DARN, sae
z T =SIDEWALK THICKNESS " EXP ON DINT m ~ / / / • ; ~ F'':~;-'.,, oa DAAICAx•LIOIIT aEQUENCE GpYlfl N01NE ENTIRE RAMP ..u 6TD 648.0, BID SET C ~ ~ sea xora , ~''A~y. W Y~
, D (SEE srG. G<a,GtE ~ > < > , ".r. n 4AW M1mN AYiI LS YAYMIF P~' IXPN~ION ~qi m ~ ~ ~ SHEET ISSUE 04.08.11
N 70 TRANSVERSE EXPANSION JOINT > / / / / / / /~/"/"r~/'/'/'/ / / SECTION A-A ~ ° IN SIDEWALK PLAN VIEW c ° w C ~ ~ 0 0 0 © 0 ~ s D.N s.Ae s.s s8D'• slDaFUx
v~ D l~" EXPANSIQN JOINT " O ~ y e' D.D' e.e' s.e' a. °'~xTO otrl Y D.d T.e' 7.8' 0.5'aa
D w FILL ~ WIDE x 1 DEEP GROOVED OR C w SURFACE THIS N1EA AS SHOWN a Q 0 0 M nuN sDN ro xD AVON a' a.o' T.e' T.9' a.D' Txls rpIl10x OF' NWw
r ~ SAWN JOINT WITH JOINT ~ ~ IN TYPInAL SECTION OF PLANS. ~ ~ ~ a° Q ~ © po iY~waa d mI N14 s' a.a' e,s' e. i' 4.e' pYtiLN unTS. a° s.D' a.e' e.a' 4.4 xoTa +ai
~ ~ BUILDING SEALING COMPOUND ~ , WALL, ETC. i~" RAD RAD ° PARTIAL PLAN OF PAVED STREET TURNOUT ~ 0 D 0 0 0 0 a' a.5' 9.8' 0,4' 4.1' ° O a o a o o a 5' 4.0' 9.!' a.B' 8.Y'
~ 5' 4.5' 10.8' Y.Y 8d' 5' e.d 10.8' R.0' 8.1' ,
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PROPOSED ':b:..., A P....,,p., ;,,p;,.,.;p.,.:: A n....: S • DIRTANCE FROM iADNT EAR OF 830EMY,K o ro su2l rolxT of 14:I (8.~k~ ears, ,.p':;o~ :°,.;r,:~>';'.p;:;r '.'0' ~:',o' • 61pf AF 8Iak7NLN 6ROP REtlIIREO FOR ALt
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~T' of t DETAILS SHOWING JOINTS TN CONCRETE SIDEWALK EEF 1 DF 1 8I0a8N.K elaPea O.W. OVAL RNIPS EET 1 aF 4 DETECTABLE WARNING DOIAES AMV 6ADII 84n.O~ (40" MIN. FLOONMI07N)
848.01 $4$.04
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SIOEWALN ROT LEBB TIIAPI a" , + NOT LESS THAN
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m SEE SIDEWALK SIDEWALK ~ NOTE t2 I 4'•0" (TYP} IDEWALK Z u MIN. C.D. H ION, 0.6 O MIN. O.D. N MIN. O.G MIN. 0..' N MIN
X Z N zisrr ii z, HmES: I ~ SEE H C! W I. DETECTABLE WINNING DONEE SHALL SUTEG Y-O^ LENGTH AND s 2 FU N[O1H OF THE RAMP FLORA AS SHOWN ON THE DETAILS. Jti i ` II I STOP LINE I NOTE S SEE NOTE A Q X GROUND LINE A GROUND LINE ~r -
s. asrux 704 CONTRAST VISIBILITY WITH ADJOINING BIAIFNE, a -1 v w EITHER LIGHT•ON-GARK, OR DAANGOt•LIOT SEWENDE L L I I m w m COVERING THE ENTIRE RAMP I I It , m 1 z o g GRGUND LIM I.o. I.o. I.a. APPROVED BY J
Z ( 4 1 " C O Z SIDEWALK - 0 or-x:ruWru n =ur a=rrr=ui_m sir n u_n _oi~
a RNY Y1DM ldEA 6 YARAII! k I I 1 l SEE NOTE 1 to > 1 M J -nr.m.A _Y , 4Em=mSm®R~nr = - g _ DLH Q m 0.0. O.O.124 MIN. ~irr?, JrO.O.r'x iN~aA.f1E MIN.
03E -1 :0 i -1 4 41 1 111 CZ)lw C 1 1 %N ~ DETAIL SHOWINS TYPICAL LOCATION OF WHEELCHAIR RAMPS. m 0 © Q Qo fl @ NUT LESS 11NN 8" NOT LESS THAN 0" Y n m= r ern J,r+? ,q dir-ni - M ROCIL 010-124 J NI". DIRECTED
m r- 09 -b" a egQ aIRIAN CR KS AND STOP LINES FOR TEE INTMECTIOYIB r- m D G 0.0. + Y O.o. r Y 11' LESS THAN S" MIN. a. D. O.o. MIN, OA. MY ENOINMR -
0 Q © 0 d v r 1, 1 ^rv " DETAIL SHOWING TYPICAL LOCATION OF WHEELCHAIR D ROCK FOUNDATION UNSUITABLE MATERIAL FOUNDATION ~ .4 ~ NORMAL EARTH FOUNDATION PROJECT NO, r z PIPE ABOVE GROUND
'64 TIWF SDN TO HO hWlx ~1 - Fd RAMPS, PEDESTRIAN _AtR STOP LINES 0 0 o v v nVUt A5N OF THE on G) GENERAL NOTEBC APPROVE SUITABLE LOCAL MATERIAL OR SELECT MATERIAL FOR FOUNDATION CONDITIONING NOTE: ALL CONSTRUCTION ACTIVITY 11002
Z o o v o 0 0 a WE NOTE IN M~ Q ~ a fl . O 'n AS DIRECEE MY THE ENGINEER. (BNK 03-10144 I.D. - THE MA7DNIM HORIZONTAL INSIDE DIMENSION. ® APPROVED USE SELECT MATERIAL SELECT APPROPRIAM MAW AS ILLL M T . Fq.LW 1 OWATETI THAN E.
Z Z THIS PORTION OF LAP • 3r MUST FALL: WITHIN f a.o MUST BE IN ACCORDANCE WITH THE COPYRIGHT NOTICE: THIS ARCHITECTURAL O O.D. = THE MAXIMUM xoNlzGNra OUTSIDE oz5E1I8xaN. "Fn~nre, MaIaTIRGEa EARTH MATERIAL ACCEPTED POLICIES OF THE TOWN OF AND ENGINEERING DRAWING ISGIVEN IN
_ {SEE NDTE IB) I _ _ _ 1` RO:OxAY RDApMY •Q © 1 - Z H - THE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT SELECT MATERIAL -M!!a C Wr ONFIDENCE AND SHALL IN USED ONLY ALONG THE PIPE FROM THE TOP OF THE PIPE TO THE TOP CLASS Iv OVER E NET ROLESVILLE & CITY OF RALEIGH AND
_ _ - P'LW 81ffi PLAN symm :'.r.',•:,'.o:.°lo m:..:,io s. is 1 CF PROPOSED WHEELCHAIR RAMP ALLOWMLE LOCATIONS OF THE EMRMNCENT AT TELAT POINT. CLA® III OVER eD FEET THROUGH TA FEET I PURSUANT TO THE AGREEMENT WITH RATIO CLOVER E ET 40 FEET
m M v , ~ CLAM le co) PLAN VIEW PLM VIEW `FUFUn~ RAMP MR pooposo wvLP PROPOSED aR FUTURE SIDEWALK DUAL RAMP RADII ANr UNLESS SPECIFIED, DEFERS TO THE ARCHITECTS, INC. NO OTHER USE, THE ON THE MAXIMUM W INICH OCCURS AIAN° INDIVIDUAL THE PIPE INSTALu INSTALLATION AN HIS GHER MASS DISSEMINATION OR DUPLICATION MAY BE • • • • • LO 'I PLACE APPROVE SUITABLE LOCAL MATERIAL OR SELECT WEERIAL S%ET MATERIAL, NOT TO EMCEE CLASS IV, MAY BE USED IN LIEU OF CUSS It OR III. NCDOT STANDARDS AND MADE WITHOUT PRIOR WRITTEN CONSENT
ET x of 4 DETECTABLE WARNIIIG DOMED DIAGONAL RAMP DUAL RASPS eET S OF a WHE CONDITIONIN AS GET I OF T WILL NOT BE ALLOWED) DIRECTED BY THE EarxEER.IGTaRE PPIIPPEECINSTATALLAATION LLOCATEDGUNDR REQUIRED PART AROUND OFII FILLC EMH RE ' OF H INDIVI FEETTOOR LESS OF RATIO ARCHITECTS INC, ALL COMMON
848.05 MAN. GF µG(w. MIN. FLOW WIM) (W• xiM. FLOOR WIDTH) 11148.05 OD NOT OPERATE HEAVY EQUIPMENT OVER ANY PIPE CULVERT UNTIL THG PIPE CULVERT HAS SPECIFICATIONS LAW RIGHTS OF COPYRIGHT AND 300.01 BEEN PROPERLY ILAOFILLE AND COVERED WITH AT LEW a FEET OF APPROVED MATERIAL. RAT OTHERWISE ARE HEREBY SPECIFICALLY
RESERVED.
SHEET TITLE
QUARRY ROAD
WIDENING DETAILS
SHEET NUMBER
C215

m m 9" ASPH. GONG. YNTERNEOYATE COURSE RE~IRFACING p 9 TOP OF FILL 10P flF Flit O.y OR IbRTERIAL flEN1flFASING m ~Wn@~ /-NAT£flIAL S~ Wal<e Coun Public School S stem
1C4~2 N.4Z 8" ASPN. GONG. SASE CWRSE / tY Y
I"I ~ ~ Tp '`^LOOSE BATEMIAL x WORE 841ERiAL x ~ TI ~ CO o -I m ~ ~r J"'^ rp a Exi3TYN0 EXISTINS NNN ~~09 5551 Rack Quarry Road 'I~ m~''S~ ~/B'.oPE As I"°ICArE° m~ Pu"B R21e19h, NC 27610
~ z ~ 2 D 1 . o,o. Y1n. P o.tl. a D. a p; o;_.}, ~ ter, H Z -I x A _ - ~o~hm i y~©p ~1 - p~~pi BELL ERO aF P[PE B , 919 850-1600
xfiZ~ MO111mLINE x~" ~m 1'-0" Z'-G" x 2'•0" 7'•On _ ~ _ ~ s ~ ~ m To PACE of rsaLL { ) z aa~o yM.~ro,,.T, \ a
f7~~~ _ a' ~ir~y ~G9AM ~r_rn_"r-nwrrew..nr srr=nr ,rrrsnr~ur~rrr?ur2m " • y'7~r4 i i
,A•1 a I,tl. Kr f~- I.0 D ~ ' ~D _ o o, ArClllt@Ct i i-~ i i i~~ i 9"'~ p~' 84.BAB8
9 p ' ~ F/aTA ~ ~ ~ r Z ;:a~,. n Yur_rilEru_gr ue"=nro=rrr_rn=m=.: .:W=m u=rrrzrr„ur=rp~rn_trtirrr- yZ ~ ~ i__ RATIO Architects, Inc"
~ ~~nr~u snrar - = r-" ~in_r -er_ c ~'r_"' D - o.o,lPl" Nrn. - _ ~ ~ 135 E Martin Street Suite 101
B.o.IP4" MAN. .n. eRaBm LrBE Nor Less rNU! a" r~xiH nvr LE88 Yww a° • " Raleigh, NC 27601-1371
PLAN B ~ 12 [phone] ~ P08TIN6
D x w PAYENiENT REPAIRS ON ROADS TO 9E RESURFACED m PIPE IN TRENCH PIPE ABOVE GROUND i2n tr-fin Tr-fin (PIPE I$ PLACED UNDER EXISTING PAYEIRwNT) ~ (IF COINCT. JOINT IB I1BED) DOWEL
i a Z ~ N B END ELEYATION 9AR-"X"
G r~ sE1NSRAL 1RnLa: ~ ~ 19" t'-!O" 7'•!0" ~ ~ n z Structural En sneer - ~Q
~ UBE YE11g0 B PIPE YNSrAl1A710N OIR.Y MMN1E CALLED FCII aN THE PLN18. ~ ~ N a4n 2,_8„ B,,6n p x L.O. • TRe BAXYMRI NORI2a1TAL YNBIDe tlIMD11810M. G7 ! ~ n ' n r n " v ~ ~ LHC Structural Engineers w SBe~Lt Iw eNBrALL NIITN R6INFBBCFD 77pNC06TB rIP6
~ Og B.B. = T8E BAXINUN HDAI1d1TAL drtSIOE DYEM6IOM. C ` y 90 9 g 2 3 ASPN. GONG. SURF. COURSE C C ~ ~ PIPE SiNSLE PIPE 5a7BLE PIPE 1015 Wade Avenue
3 N =THE FILL NEIONT IeA9UAED VERTICALLY Ar AMY POINT ALCNP TNB PIPE ~ ~ ~ re 1 n r R n Fn ~ ~ FBOM THE r5P aF r1E PIPE m n~ rDP aF rxE EYBANOBR At nur PoIMr. ~ m D 98 3 -9 9 -8 8 ASPH. CONC. INTERMEDIATE COURSE A r ~ I ~ ~ I I I I I i i L~• Bu. 15" ie" 24" eo^ 55" 42" 4e" 75" 75" 54" 55" 55° ,B" 4a" Raleigh, NC 27605 °s•- fn v ~ ~ I ~ ~ ~ ~ ~ ~ BRAS ^x^ "K" ^x^ ^x° ^x^ "z" Y" ^x^ r• ^x^ ^7;' "x^ "z" "x" ^x^ Ys "z" Y" (919) $32-5587
2 ~ ~ ~ Z O 42" 4`-5" !0"•5" n OR ' ~ R1 p LOOSELY P'LACFD APPMVVEO aulrAaLE Laru MATERIAL oR Baecr YATEAIAL F011 FCLYOAIION CUmIRORINB As ~ ~ ~ ~ " I N , n T 3 A9PH, CONG • CASE COURSE - - - - v 8 BTY. 2 2 9 9 4 4 5 2 2 S 9 4 4 B ~ ~ D - - M OTY. - 4 2 1 1 2 2 P 2 2 S 2
~ [7 0 DIR~rm aY THE ENBII®1.(BTOME TILL MDl BE ALLOLeDI fi ~ 48 5.0 1! -0 EXISTI6Ni EXISTING IMri m~ 1r•' v L CBEL a OTY. 8 2 8 9 4 4 6 2 F 8 S 4 4 5
of ~ v ~ m c y ~ SELECT UTERIAL ff 111E APPROPRIATE EAABS AB FOLIOPY: ~ ~ r n r n n r x ~ ~ 1 • 2 -o x z'-o 1 •a ~ ~ Toro LBB. 9 8 ii 14 18 55 $S 12 12 18 1A 2B n ~ PlumbinglM@chanicallEleCtriCallCivil p C SPTIOxrL wrttrRl7eTION JDINT
~ aELECT YAIENIAL W a~ - z aASS n avER aA FEET ~ ~ m G ~ B7I77EN5LroNB ABB eaNalBtE awxelRp The Wooten COm an o~~oz P Y
+n CIASB IIL ~ a FEET 1ARa1M1 a0 PEEr m H ~ •n aAeB [3 BYgI ao- FEET TNlmllgl 4o FEET Uj fi C A ELEYATION uBI7~ COtH7RETE PIPE 120 North Boylan Avenue (p m ~ ~ GOWON SIIe:N510NS SINOLE PIP 08UBLE PIPE
~ ~ NOTE: A NfOliRl GLAABS BELEGr YITERIAL, NOT TO EXCEetl CLASS 1Y, YAY EI: USED [M LIEU OF GA48 II CR III. ~ m~ o B N s 5 r s L >o= B L ros Raleigh, NC 27603
O ~ ~ 70 ,5" B'-a" 1'•a" 2'•8" 211" e1g" s'-B" B.7 x'-2" r•B• i.a (919) $28-0531 iB" S'-7" ,'-,0° E'-z" 21~" 10" B'•4" 1.0 2'-7" 8'-11" 1,8
j ~ LOOHE C411PA~8IBLE MAI~IIAL. YNE BOI'IOB TN1A0 OF PALS EMTT31lAL 1nLL BE UnBAEEO NAY OR SIRAf. PLAID: 11E RBWININB D APPROY® BAGOTILL IN A LOceE UICONPACF® COImITrON. RIBI 'IP I8 LE88 TNM 80' THE LOOSE YITEAW. AYO NAY [8 MOT R~I®. rn 24" d'-2" 2'-1' 4'-0" S" 10° e'•8" 1,5 3'^5" 11'•5" 2.B
PREPARE 7ME PIPE fDO1WT10X AXO BCOOINA OF 7NE PIPE LN ACComw10E 11IiN YlTNOB 'A' iNBTAl.L1TION. PLACE 81CIffILL IN7EMfAL TO THE VCOTB gEQUL8E0 BY THE OANIINB Nm TO A OEPIN DYER TXE PIPE EY)AL TO D. 3FIE11 EXCAVATE THE aW7~[LL 80" s'•0" 2'-8" 4'•7" 411" 111g" 9'•2" 2.S 4'-S" 19'-5" 9,1 s5" 8'•8" 2'-8" 5'-8" 4~" 111¢" 11'•8" 8,4 5'^8" 78'•0" 4,5 Civil EngineerlSurveyar
INTEAiAL DIRECTLY 01ffR THE PIPE ANO BAq~iLL TiIE 7RSNCN MI1N 841EAIAL DEPOSITED TN iNE tO0BEe1 C PaeBlat.E OOImITIpI. m1nEtE nRi E88UINIIENF IY ACCOADAIICE RGTx BECTIax 205 of THE 4PEISIFICATIONB. PAVE#ENT REPAIRS ON ROADS NOT TO Br. R~SIJRFACED i~D 42" B'-2" 9'^i" B'-4" 511" 111g" 12'-8" 4.5 5'-10" 18'-8" 8.0
EET 1 OF 1 DD Rar aPERATE NFAVY EaDIPleBr vlER TXE PIPE aLVEMr IIIRIL ne: BV7{fILL, fNCLIplNB Tiff sRENCII CF Lo08£ OgDRE08mLE PIPE IS TO BE PLACED UNDER EXISTING PAVEMENT RATERGL, nAe MEEM CCYPIEI®. EET 1 OF 1 1T ,B" e'.5" s'-5" 7'.2" 1,1~",v-," 5.D a'-B" 2,'.5• B.5 Bass, Nixon & Kennedy, Inc. SNEET 1 OF 3 'SEE 81d:ET S
300.02 654.01 631D Chapel Hill Road, Suite 250 838.01 Ralei h NC 27607
o ~ a'~" 9. v OEIIERY. NBTES: {919) 851-0422
xw' a z M ~ BACK ~ CBAB SEE Sro.NO. 840.E lIBE CLA58 "B" CONCRETB THAOUAlI88T. X " P~YIOE ALL CATCH BABINS DYER 3'•8' IN 5EVT11 B1TH STEPS 72•
y~o~ Demos GENERAL NOTES: r o ~ ~ ~ SLOPE AS 3AIIICATm fi PLAAS r O fi ~ TA dl CB(TER. k1BE STEPS RIDCN CdIPLY M1TH 587. CNAYIINB 5W.88. . ~'-'~IAfA ELEWITI OP~IpW. CONS1RitCTip7 • IRIIpL1TH[C PQNi, 2" IEI7TAY, eR 4< BAR OILS AT
z ~ y g" ~ z ~ x y CHAMFER ALL CORNERS 1 " OR HAVE A RADIUS OF 1 ~p ~ "',.ro' ..•N gip' ..•ff .,P 72 CENTERS A9 OFRECTED BY THE ENBI?H:ER. m z ~ x D X o..' Y w ~ uBE FORNB FOR THE caNSTRUCriax CF THE BSRBR BLAB. Roofing Consultant A
S~ m 4" ~ + ~pAnm I i x~ ~ !1 II N Naa ~ ~,o PLACE 2 #6 Y BARS TN THE TOP OF ALL ENDWALL FOR PIPE CULVERTS 42 y ~ A m 'v - - " •:v~ IF REINFORCED CONCRETE PIPE IS 8ET IN 80TT011 SLA9 OF 5071, A00 TO SLAB ~ b Aa ~ ~ NB. 840.00. Stafford Consultln En sneers
~~©°r'^ ~ zN~°~ AND OVER WITH A MINIMUM OF 3" COVER AND A LENGTH OF B" LESS THAN W~O B " g ~ M ~ ° ~ ~ - - - - 8" 8 x usE TYPE 'E", "F" ANA "a" fR4LTE8 uS.eBB OIFIERFIBE INOIFATED. 130 Edint)Urgh South DCIVe o ~ FOR B'-0" IN NEISfIT OR LESS OBE 5" N9LLLB ANO BOTfON 8W. OVER
°o~~ 1 :1 c.a. o~~Z EN~iYALL LENGTH. ' ~ n ~ - x * PIPE y a n~.~ ~ , . v j ' ° e'•0" m 18'•D" IN HEIGHT ~ 0" rML7.3 ANO aDn517 SLAB. AOJUeT Ca NC 27511 • ~ D a .l..:.v, OBABTIFlEa AOWROIRALY. ~ 7 ~
~ a"~ ~4•gAAS j.~, CONSTRUCT BOTTOM SLAB WITH FORMS. m v ~ . CONBTiF1C1 RrctH PIPB cROw1A1 11ATCIIDI6. {919} 461-8125 (Ad " ~ ~ aeE xarE are1FER ALL E7IP08ED iXgNERB , .
ooz 1 ~z DO NOT INTERPRET WALL THICKNESS (T) SHOWN FOR THE THICKNESS z X SECTION X-X 77RA75Na Nor ro scuE. EEEY TFCK "
~ ACCEPTABLE, BUT IS USED IN COMPUTING ENDWALL QUANTITIES. O f0 m Food Service
PUN m ~ 12" WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM ELEVA - - BM BTEPB . SRB. NB. B45.ae FooDesign Associates
FoorINB B OF THE PIPE, PLACE BAR "X" DOWELS IN THE BASE AS SHOWN ON PLANS. O (IF COYST. JOINT I8 UBEDJD~IEL-, O SPACE BARS APPROXIMATELY ON 12" CENTERS UNLESS OTHERWISE DIRECTED RD. a7B ea
~ ~ m G Y D END ELEVATION BAR-"X" ~ Z ~ rn BY THE ENGINEER. 582$ Oak Drive 6• '.v a' 8" TOP ELEYATIOq - - - - - - - - Charlotte, NC 28227
~!v~~ ~'v~,p CIl ° n e7 z .9 ~ O
v m ~ v m ~ WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM ~ p ~ m ~ DODDdB iM EYEnALL wm c. M. FIPE ~ O -I y QF THE PIPE AND POUR THE BASE SEPARATELY LEAVE THE POUR ROUGH. C c, p., ~ - {704) 545.6151 ~ GI m '..'v"~'.'o' ~°.'v"•:b' :°.'c' ~ ELI 9.
~ C m= PIPE sIOgI.E PIPE DWBLE PIPE C C m x n n FS _ ~ ••"T " _ " e a e•
~ ~ m ~ ~ I ~ I LOC. DIR. 16" 16" 24. 90" 42" 48" 15" 18" 24" 8A" 98" 42" 48" A ~ fA USE CLASS B CONCRETE. p7 m i I 8AR8 nxr axn nX" "Xe nxn xXn Y• rrNn Y, "Xn "X" •X" nXn nX" "X" Y" "Xn Y" ~ ~ 111 rb -Y 5• c 5 p m oD ff.~, Landscape Architect
v~ I I ! ~ ~ ~ :mo~Z c D Orr. 2 2 9 x 4 4 s z 2 s 9 4 4 6 2 111 ~ 8 0 McNeel Associates ~ v RISER HT. P, y C ~ YAR1E8 a ~d d'
w ~ ~ D --I---~- - - - Y DIY, - ~ E - E , , 1 E 2 2 2 2 E ~ "a ~ pG ~ 7J lap • I11 a ~ 5501 McNeel Drive
i~i1 9 r© I L DOIEL 6 DiY. 2 E 8 8 4 4 s 2 8 8 a 4 4 5 m •Q ~ G m ~ rOTAL L88. 9 B 14 14 19 59 a2 1E tE f8 1g E9 79 96 ~ p ~ , Raiei h NC 27612 _ ~ ~ s^ ~ SECTION r-a m p...:;.~•...:;.~;::. g i
r n ~ D aPTIDNAL Og18IA11CTI0N JOINT ~ A H y o ` „HE77E sB• ro Se" PIPE zs usES {919} 782-9677 ~ sEE ~ SECTION N•N
OC',p'II?~•1 Op~~ ° ~ ~ ELEVATION nYA»ISIONa ANtl °a'~'xMNA~ ° ~ p m ~ ri THERE 42" ro 51" PIPE I5 ueES D z RI~AE sB" T5 55" Pipe rs usEB H ~ RISER HT.
y Rl ~ USSNG CORRUGATFA STEEL PIPE N m a} ~ ~ ~ C COMMON SIIIOLE PIPE ~-E PIPE m ~ ~ o ~ c YARI~ ~..~~P.::~:' J Theater Consultant
~ y 0~ D N B D L YBM Y L w4 g y O ]7
1'" 15" 8'-4" 1'-a' 2'•8" 5'•0" 0.7 1'-11" G'-11" 1.0 f- m 18" 9'•7" 1'•f0" 2'•11" B'•10" 1.0 8'•B" B'•1• 1.2 ' a•~- - Stageworks " 6, " .rE A ~;d
24" 4'•1" 2'•1" 3'•8" P'•4" 1.4 3'•0" 10'•4" 1.g 90" 4'•r" 2'-4" 4'•6" 8'•10" 2.0 9'•g" 12'•7" 2.7 4~ 1100 Capital Blvd . 7 Raielgh, NC 27603
98" 6'•1" 2'•7" 8'•2" 1tl'•4" Y.B 4'•8" 14'•10 9.8 MIFRE 42" ro 51" PIPE IS uSEn s~q;a::,, 919 839-2288
42" 6'•7" 2'•10" 6'-11" 1'-10 8.8 6'-8" 1T-1" 6.0 ET 8 OF 9 48" B'•1" 8'•1" 8'•8" 1S'-4" 4.8 8'•0" 19'-4" 7.5 EEi 9 OF 9 DETAIL SIIOWINO NETHOD
e3snot "~E ~'~a s3s.a1 ET 1 OP 2 PLAN PLAN 840.02 -
o v
~ •~1 O EXPAN810N JOINTS ~ " C, ~ ~ NOTE: USE TYPE "E" "F" AND "G" GRATE _
~UAflC E 4'•s" 4'-8" dA D UNLESS OTHERiYISE NOTED. e~ ~ P ~~a,~ ~ " ~~a~, N DETAIL SHOVING TYPES Of QRATES 2'-11$d" III-~f" P s„per USE ADCOINIING TO WATER FLOW. 11~"
ro "1 ~ w4 BAas "v" a e" r p'T1 ~ cN II H Z 7-~~OI x ~ 8 SPACES " GR4TE8} HDOO~E P••1 Z `•1 ~ D B f~ h _II ~p~r.-Etn B rn z x'~ ~ ~k'
SAD fi sn 132 11¢" ~~~Dm M D / e h I _ ~ D ~ m TYPE "B" TYPE "E" TYPE "F" A " T 4' V S
• ~ . 2 x x 7D Q1~ II II 2 Zxyo~ ~ i 2~0~ ~ F~ ~I ~or ~ z~oM - - N N -~I ~uzi'D°a A 1 I 9Yg" he N
~ x ~ ~ R w : R w n x ~ © - SE.GFION • LL BECTYON •111 T SEAL ~z ~-WATER FL ~ wA R F T n
• rya ~'--6'-D" • ~a~ -I = ~ PLAN ~ ~ A ~ ~ A ALIGN FRAME YfITH INSIDE - ! " • rya Ow SAC TEr LOW I 9~e r.DJ Q29993
NO " ~ CURB AND DOTTER I1LlY CA7CII BASIN ON STEEP ORAOEB ~p " ~ © EODSE OF WALL TO ALLOM ~q - Z ~ a ~ z FOA VERTICAL AWUSTNENT .';c. n ~ L~ ILA ' -T,: n, ~3. I " .4„ z g 1y¢
? ~ TOP I~ s w • w ELEV. 8" ~ ~ TWJ. SECFION x I ~ usE oN FtAr ExPAN91ax JOINT o o
GRADES 2R AND IkIOEA ~ ° SECTION IB T i i ~O`Vn\i` 1~"z" " .sk1
OEPRES$EO GUTTER LINE SECTION - PP SECTION - NN S F7IPAYSION JOINT a.•0" o g'• " B r_I"Q""~ PLAN n N~NN SECTION B-B
PLAN OF TOP SLAB SECTION S•S ~ p ~ ~ 41 ~ _ : 'n 1A.u ~1~rr
m ZI m FRAAE,ORATE, d MOOD ASS'Y N _ v Z ~LEVaTION z m O ~4 n ~ ~ z WATER FLpY SAS ~ IrATF.B FLOW I- NOT F4R CONSTRUCTION
O r MOIWAL ttIRB ANO DUTTBI ON LIEIT a1Atss C ~ Sr' _ _ N ~ r SECTION A•A
n~ Tn N ~ 2 NORIWL GOITER LINE m ~ N •A EXPANSIIRJ JOINT n D r n - mm~ Y
- ~ ~ 8" E k8 "w" BARS w4 BAR g" TOP 2 ~ ~ 9.O ¢ = a 1 " °z = TYPE "F" TYPE "E" TYPE "o" TYPE • E BID SET ,
~ ~ D H U8E ON 8 ER Ek ELEV. N -i x RI •i ~ D v N " ~ ~ ~ RAISED FLOW ARROW 2 „ a y v " Y,s HIGH
~ D = ~ - - - RESSED QUTTER LIVE ~ ~ D L N ~ 10" B'•0" m x z •^I 2 ' v At D RAISED FLOW ARROW ~ SHEBT ISSUE 04,0$.11 ~ o iyN HIGH ~ ~ 0 Q
A `a'I p e" E1(PANSION JOINT 1 0" MAX. ~~"I ~ d3 p SECTION . AA V v v q 0 r1:
_ ° ELEVATION ° ~ Do1MEL n a ~ t ~ ~ " ~ ~ 07 ~ $,F~TION R-R NDRYAL CURB AHD GUrTE11 d1 STEEP DRADES ~ N al FRAE PLAN N m " _ ~ ~ a ~ ,y~ii n n 1~„ 7y m ~Z~ 11'z ~
hr y ~ MIMIMIM gIJf11tI0Me AND WAxmfn F011 saNam'le rA7Dx 846IN BATED oN BIM. NEIexT, N 1¢18 ND u4E11) • ~ O n " ~GTI011 • JJ
H OIYENStONS OF BOX Alm PIPE 03VER W.Y03. CONC. LR BOX DWUCTEONS ~ 3`-OT~° T PIPE SPAN 'ItNTN NYD7H SPAN YIN. NEIBNi OIBEN9IDM 84AS.U 8AR8•V SAAB-w TOT. OXIC~ ONE PIPE D7 Q 'Tt r' " ~ ~ 1r I
~``II Z y 0 A B C O N E F 1p. LET167H No. LENGTH ND. NGTH Lss'~ SLAB s~ IEt°a" xe C.Y. A.C. N p ~ x ~'"l ~ ~ ~ R 9° R C 708 P " I 1'~" 1 ~ ~ i l~"A
tP" a'.D" 2r.2n y.g" o.2as D.nP o.ms o,D2s F4 Q ~ ~ - - - • - - • - +s" a'-D" 2'-2" a'•o• o.as5 D. D.Das o,oae Z °T ~ `v g ~ ° ~ n ~ ~ ~ n t1'1 1 Fes- ~ " 2 -11~ 2 -11~
18" S'•D" E'•E" e'•8" 0.289 4.887 0.099 0848 n ,r l~n 3" 2'-O" " ' ~ _ I ~ As n r r 24` s'•D" s'•2" s'•B" D.xu t.ao1 o.o5g o.oe5 31~z" S'•O" 3 31^¢" " 4~" „ 1
SO• S'.y" E'•2• 8'-4" 4.8" 1'-P" A'•0" 4 1'•5" 2 9'•8" 5 8'•8" ~ 0.123 0, 9P1 1.458 0.082 0,127 ~ O ~ 9a" a'-O" 2'•P" 9'•10' 4.8 1'-8" 4'•0" 4 1'-1t" S a'•8" 9 8'•8" N 0.181 O.aS1 1.it4 0.192 0178 a ` 1~n 11~ y ,
42" 8'-D" 2'~P" 4'•D" 5.8 1'•S" 9'•2" 4 1'•B" 2 P'•11" 9 2'•11" OP 0.11P 0.91D 1.798 0.180 O.T48 SECTION N8 T 48" S'.p" 2'•2` 5'-0" •8 2'•0" 9'•2" 4 2'•S" 8 2'•11" 8 2'•11" 36 0.145 O.a52 2.052 0.205 0.917 E'-111~2n ~n 1~$" SECTION A-A ~
SIEET 2 OF 2 8'-0" 2'•2' S'-7" •9" 2'-7" 8'-2" 4 P'-f0" 5 2'•11' 8 R'-11" 41 0.180 0.988 2.eB7 0.287 0.401 BNEET 1 OF 2 x RISER HA8 .228 CUBIC TARDB OF CpIgIETE PER FOOT HEIGHT N000 ELEVATION SECTION RR sHEEr 2 DF 2 TYPE ' F ~ SECTION A•A e9 TYPE O
s4a.o2 s4a"a3 840.03 AB
flm E ~°m BENEATJ. NOTES •0" 0 w T AS N~ I I
C ~ 8, A OPfI0M4L MAANOLE ~ ^4 USE 4000 PSI MINIMUM CgIPAESBI1rE SiNEIgTN COPNXiETE, , . INTERNAL YIN. MIN. YIN. CIRCUMFERENTIAL 1••1 2 E ~w Z COHCENFR[C DIAMETER HALL T'OPIBOTTOIE AREA OF STEEL N o OENEILU. NOTES: N O FABRICATE, A66FIIBLE ANO OEBIBN PRECAST YANIOLE COMPONENTS MIN. CIRCUIe:ERENTIAI AREA 8F STEEL
Fa ~ 5D ~ Y { n D 0 ~ ~ ACCOAOANCE WITH AASHTO N1 B8, CONE SECTION ~ { Fi. y THICNHESS SlNB T11ICK11E8S PER v~1TiCAL FT. C ~ e" cHaNT:A aLL s_XPOaEO caANERe 1 . r o -I PER YHITiCAI FT. {88. IN.)
rmiZ•-~zD U8E CLA88 R" CONCRETE TNROUaIgIT. rm•1Z-ix? ASSEMBLE AISEA AHD OAAOE AFN~ WITH THE STEPS SPACED 12" lix.? {Ix.) laD. IN.) s ~ sD ~o ~ L (rS0 ri-1 FROM THE TOP TO THE BOTTOM OF THE MMMIOLE. S fi Z ~ m x X D J% ~ ~ YI N4T&YI 6011EE8 ,NV 12~CENTERa Ae DIRECTED BY 11Ne ENGINEER. ? fi z ~ 1n 4 a s 0.12
~ ~ RHERE THE MANHOLE IS EXPOSED TIl ROAD TRAFFIC, CONSTRUCT 2 Q THE T1A' OF THE MANHOLE Fl.USH NITH 11E ORaMD ANO A YIMIYINI 6 6 8 0.16 g L y_ 0 Q - - ' m ei' » " ~A~ ~ ' ~ I~ FOAMS m 000161pUCT rHE eDTIOM STAB. Z F,, ~ r ~ ne " ."nre .ve "en r.n .r M"e• . M.rr"u" 0.12 B.is
~~1yi 4 a f IF! LL IF REINFORCED CONCRETE PIPE IS SET IN 818E BLAB OF BOX. Aal LJ ° - ^ d I 8 8 I S 0.18 4 - ~Y AMDD TO BASE AS SHOW ON STANDARD NO. 840.00. -1 LIMIT DEPTH OF FILL TO 30',0" FROM FINISH GRADE TO TOP OF 0.10
BOTTOM SLAB. { J PROVIDE ALL JUNCTION BOXES OVER 9'•6' IN DEPTH M17H STEPS ( I
1 - 12" ON CENTERS IN ADOORDANCE WITH STD. NO. 810.68. 411.4 " THE YIN, SLAB THICKNESS "T' I$ THE DIMENSION OF THE z 6» 3" °z THINNEST PORTION OF THE TOPlBOTTOM SLAB. ALTERNATE CONE SECTION
AIIJWST THE STEEL CONCRETE AND sraac MASONRY QUANTITIES GRADE aIN60 Y SEE STANOARO 840.54 C TO Iimum TIE Zoin0N OF THE MANHOLE (i.e. DIAGONAL BARS * TOP MAT OF REINFORCEMENT MAY BE NEGLECTED IF TOP SLAB HAS MIN. AREA OF STEEL " w SHORTENED AROUND OPENING IN TOP SLAB. ADDITIONAL VARIABLE A DISTINO)ISHABLE TOP AND BOTTOM, q Is 0.07 in.2 N. AREA OF STEEL 0.07 1".@
P FOR MAM40LE COVER t FRAME AfJ:tl HEIGHT BRICK MASONRY. OPENING IN TOP SLAB.) "o ECCENTRIC CONE OPTTOMII SP . DEOFTHIS STRUCTURE FROM TOP OF BOTTOM S!B TO TOP m D + 2 MI
0. To C. MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLA13 TO TOP BRICK MAY W (AM ELEVATION IS 12 FEET. m n ADDITIONAL Bn SPAC;NG TO ADJUST FRAME l 1 MIN. CIR . R F CHECKED BY CIR R F
COYER TO SwFNCE a LJ OE REBAR LOCATE WALL REINFORCEMENT ELEVATION MAX. V IN MIDDLE THIRD OF TOLL ,q DLH
° Mr ~ m ' •ar ' •v.' ° a 0 z z U
T, 1" YIN. USE YIN. AREA OF STEEL IN TOP 1 C H7 " In I r ' I q r- CLR. SLAB OF M4'S B 8" CTS. v OUTLET PIPE .1 z H EACWAYIEACH FACE STEP STD. -l STEP SM.
N n T/1 a - N N0. 840.66 x _ n E OR F 1t " L N x FLAT TOP SLAB AS NO. 840.88
o . d CIACU FERENTIAL 2 -4 INLET PIPE ..r A ew~ - ' r ~ gyp @MTN np. 0. BE'INFORC~ENT) - . a 6" - SECTION -A m "AMCWMEN em.37 CIRCMERENTIAL APPROVED BY EINF=8WNT) Q
-M z C-C OR D-D DOWEL r ADDITIONAL I4 EACH ~ ADDIrIONIM Ma EACH LONBITLRINA. p,l p }.1 O SIDE OF OPENING (I" REINFORCEEEN7 ((MIN aLH ~ LONOITWINAL 1EINFORCEMENT (MIN.
C D SECTION A-A - - - ` D CLEAR OF BOTTOM FACE W.24 SIDE OF OPENING (1" RISER As • 0.12 IN.IJFT,j C z G M ° PLACE BARS DIAGONAL aa.20 CLEAR OF BOTTOM FACE) Aa = 0.12 IN.2 FT.) _ I. f/)
D Z O 91MMIONS AND WARKTITI O FOR COKCW M JIRCTION BOXES 00 CR o TO CORNERS (TYP• ) W. Rue D°D5 r DIMENSIONS of BOX AIR PIPE ` p O REIN FIO1CElIEM TOP BLAB CUBIC YARDS TOTAL ONNT[iIEB 89IKRI016 FOR ONE
H G" PIPE SPAN WIDTH HEIGHT BARS "A" DIMENSIONS IN BOX 80X AND SLAGS PIPE UU.Y06. Z " , ` 1 8 PROJECT NO.
" K 6 y b' H TOP BOTTOM out LBB. CJ. YOB FRAME OVATE . H 0 A B H NO. LENGTH E F R. R.C. i SEE SM. 840.54 M f:7WP. JOINT BLAB 9L?G FT. F NT. REINF YIN. "H" TI y FOR MANHOLE BASE 11002
r p 12" 2'-0" 2'-0w 2'-s" 12 2'•9" 3'-0" 6'•0" 0.167 0.167 0.165 22 0.750 0.016 0.024 D D It ` - q - - II RING AND LOVER m O TI " P, 18" 2'•3" 2'-3" 2'-6» 12 S'-Ow $,.a" 31•8" 0.190 0.186 0.204 24 0,808 0.023 0.088 I Ilt ll~"y" ICI 1 T D~ R~'~lt`'~ - MasE NOTE: ALL CONSTRUCTION ACTIVITY (BNK 03-1010
C? 9" a 18° 2'•8" 2'•8" 2'-9" 14 9'•5" 8'•8" 8'-6" 0.227 0.227 0.222 90 1.065 0.033 0.049 Ilr u'_ L Xt I_ q REINFORCED COND. MUST BE IN ACCORDANCE WITH THE rREINFORCED CONC. ACCEPTED POLICIES OF THE TOWN OF ACOPYRIGHT ND ENG NERNIG DRAWING IS GIIVE T NFL
24' 91•0' 31•0" 8'•3" 18 S'-6' 4'•0" 4'•0" 0.296 0.285 0.259 W 1.494 0.059 0.085 M jl! - ~I" - -III I I W MV P ,6~"-' : • .c•.... • .e•. ,'.e•. . FIG. (SEE STD. Ir"II"III I I I i ':y'.:v •.q. :..•q•:v ,,0 1525.01 IF 30" 31•8" 8'•8^ 8'•9^ 18 4'-3" 4'-6" 4'-8" 0.976 0.875 0.268 51 - 1.850 0.082 0.127 REWIIRED 1525.011 IFS rrbVAI CONFIDENCE AND SHALL BE USED ONLY
- - - - - USE YIN. AREA OF STEEL ) 96• 4'-0" 4'-0' 4'-S' 20 4'-8" 5'-0" 51-0" 0.489 0.488 O.saa 84 2.s41 0.182 0.176 ` ' if ~ E IN BASE SLAB OF REQUIRED) ROLESVILLE & CITY OF RALEIGH, AND ~ PURSUANT TO THE AGREEMENT WITH RATIO
6 " 42" 4'•6" 4'-8" 4'•8" 22 5'•S" 51-6" 5'-6" 0.580 0.560 0.970 77 2.816 0.180 0.249 - - - _ - - 0.12 in° PER LINEAR . - - - - - - FOOT EACH IDLY 4B" 6'•4" 6'-4" 6'-9" 28 6'•8" 8'-4" 8'•4" 0.745 0.745 0.407 111 6.828 0.289 0.817 FINLESS SPECIFIED, DEFERS TO THE ARCHITECTS, INC. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE
SECTION Y-Y 54' 5'•10" 6'-m^ 51-9" 28 61-7" 01•10" 61•10" o.m o.e6s 0.444 126 4.283 0.297 0.401 NCDOT STANDARDS AND MADE WITHOUT PRIOR WRITTEN CONSENT
sD• a•6" s'•s" s'-s" so 7'•3" r•s^ r.e" 1.042 1.012 0.481 146 fi.o~ 0.361 0.466 TYPICAL MANHOLE SECTION [SHEET 1 OF 1 EET 1 OF 1 ORATED INLET OPTION MANHOLE OPTION SPECIFICATIONS OF RATIO ARCHITECTS, INC. ALL COMMON
840931 66' T4" T-1" A'-8" 82 T•10" 6'•1" 9'-1" 1.21Q 1.210 0.618 1M 5.81T 0.444 0.588 g4a"~4 RATIO LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED.
SHEET TITLE
QUARRY ROAD
WIDENING DETAILS
SHEET NUMBER
C216

C DFRECT TAPER TURN LANE TURN LANE BAYS ~ 125 FT. z v Z ° = Owner
v~ 'NHITE YINI-SNIP LINER TNiITE NINI•SKIP LIilEB 00 pro
C^I MHITEI~. ~ F~ `1 H Z EilQ OF TAPER TENNI-LAZE Q ya,oo ~ LINE iAPdr ooc B' MAX. WITH WIRE ~d ~a Wake County Public School System
r"~~N TAPER I.I°CC7 . ~I'+~~Tp (B MAX. WITHOUT WIRE) ~2~Sa iD' TURN LANE ~AARONCENTERED oo°v-xZ M~~~a ~~~o "'o~ 5551 Rack Quar Road ~g~ . coca . ry
iQAy[~m BAY IN TURN LANE 6AY wQp~I ~OxC7m oo~iz Raleigh, NC 27610 ooy~Z Na-~=D W~~~= ~T n~ ~a~~z [phone]
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SHALL BE 14 GAUGE MIN. GENERAL NOTES; sEDIYENT coNrROL sTaNE 135 E Martin Street, Suite 101
TURN LANE BAYS 250 FT. 0# G#EATER CENTER BETIA3ET1 FIRST NU LA41' AAiNiAB 25D' ~ IWITT' MFNI.BKIP LINES ' 2 tt Raleigh, NG 27601-1371 uSE IM1, 5 OR NO. 67 STONE FOR SEDIMENT {919} 821-0805
WHITE 11AIM•LAHE LINE f, . ~ i i i i ~ CONTROL. 1 ft min W
ii TAPER i i _ ~ USE HARDWARE CLOTH 24 GAUGE WIRE MESH ' Z
m ea` ~ m ~ TORN LANE BAY ~ ~ ~ WIRE FILTER FABRIC C7 WITH L$ INCH IH:SH OPENINGS. W o W a z INSTALL 5 FT. SELF FASTENER ANGLE STEEL o ~ Structural Bngineer
~F +~M ~ v r r POST 2 FT. DEEP MINIMUM. ~ ~
C ~ LEFT TURN LANE DEVELOPER FROM E•WAY TURN LANE ~ ~ ~ _ ~ z ~ ~ o LHC Structural Engineers w W ~ x SPACE POST A YA><iIIMIN OF 3 FT. N~
CENTEII BETIIEEN FIRST ~ ~"E O y WHITE TWIN-LANE LI1E 0) ~ -1 1¢ LENGTH OF BAY A1~ UST ARR011B WHITE MINI-SNIP LASS ~ ~ ~ ~ ~ ~ m ~ ~ 1015 Wade Avenue ~ F ~ ~ ~ c Raleigh, NC 276D5
~ _ ~ 2•?Wtr TiNNi LANE o ~ w A Z NOTES I p ~ $ ~ ~ WIRE MESH LO V
z ~ v ~ . . . . . - •F_ _ _ _JS _ c ~ ~ v USE WIRE A MINIMUM OF S2 FILTER FABRIC ~ Q y A IN WIDTH AND WITH A MINIMUM p m a smIMENr CONTROL srONE p {919) 832-5587 ay
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~ ~ ~ y D USE FILTER FABRIC A MINIMUM z} ~d ~ a = ~ Plumbin IMechanica1161ectricallCivil W Y D WATER FLOW 2• y 0 g
saNE PAYENERT NWNSN6 LINES, NUBBER OF ARROrs, ~ ~ OF 36" IN WIDTH AND FASTEN ri AND AARON 9puM;iNS APPLY AS FOR THE YARIWS 7I M ~ z DOUBLE TURN LANES HHITE TURN-LN1E LINE TMR11 LANE BAY LENG11lB 81101f1 ABDYE ~ ~ III z ADEQUATELY TO THE WIRE AS - - ~o o ~ ~ = W The Wooten Company
a• WHITE MINI.BRIP LINES w a z v ~ - VJ 14 LENUT}I OF BAY WHITE TURN-LANE LINE J ~ DIRECTED BY THE ENGINEER. - ~ LENGTH OF BAY UP TO EBO' wx. c7 O ~ PROVIDE 5'-0" STEEL P T F THE - Srl ~ ' - " o I E ~ J 120 North Boylan Avenue r ~
O TBIITE MINI.BKIP BPRCINO f i i z ~ C) D5 D ~ i ~ NAY BE RETNICED TO e' ~ , • - - - - - ; w ~ SELF-FASTENER ANGLE STEEL TYPE. ~ F ; ~ sTEEL Posr • z ft nEPrH z a Raleigh, NC 276D3
INSTEAD OF THE 19 TAPER srAMDAIm sPAaND ANGLE STEEL TYPE. ~ ' M 7° L$ WIRE MESH v {919) 828-0531 iTEEL POST - 2'-O" DEPTH ~ p ft ~
BD' CENTER BETWE4H FIRST I 4" ~ ' STEEL POST - 2' AND LAST AAROWB I-~-MH' ' TURN UNE EAY ~ m ~
i i i Civil EngineerlSurv®yor
LEGEND pENERAL NOTES T- APPLY ALL TURN LANE WAKINGS AS sH0YB1 FOR RIGHT d LEFT Tusx LANES. EXTENSION OF FABRIC AND ERIC AND Bass Nixon & Kenned Inc.
PAYELErrt NNANIN6 SITEEi 1 aF 1 EET 1 DF 1 WIRE INTO TRENCH ET 1 OF 1 ~ SYMBOL 2- THE NIN69t OF ARRONB SHOWN 18 THE NIHIMUM REQUI#ED. USE AOOITDONAI. ARROWS ~ SHEET 1 OF 1 EET 1 OF 1 SHEET 1 OF 1 ~ Y
. 1 clot .05 AB DETERMINED BY THE ENGINEER. 1205.05 16D5.01 1605.01 1606.01 1606.01 6310 Chapel Hiil Road, Suite 250 © Raleigh, NC 27607
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?.I STONE ° ° D p~ D ° ° ° 00 ~O ~O ~ Ja D°q~ D°q D D O D c~ dc~ A GL1:AH SEDIMENT WHE ;b°;bo~b ~a~a°;a (919}461-8125 N SEDIINENT WHEN wp co ~ o o$~ ~o o ago ~o ~ NOTE ~ wp
2 ~ © z o D~ e D ,D D ~ D o D`bo°D~ FULL OR A5 DIRECTED 0 R A5 DIRECTED ~ © ~ $ m ° ~ $ $ USE CLASS 'B' EROSION CONTROL STONE p
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m COMPACTED SOIL m STONE o°~ o o a o °O ° q Oq°~ STRUCTURAL STONE. URAL STONE. d ;~S;a
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C v 6r TYPIGAL ~ v ° ° D ° D ° " ° o ° ° ° ° ° q ° D ° e ° q ° D ° a ° q ° ° ~ ~ ]7 ~ a v ~ ~ Raleigh, NC 27612
~ ~ O O ~ $ 7'-S" 2' MIN. 1'-2" Of z ~ f1. ~ Z ~ I'"1 n y o ~ ~ y [phone] o
C G1 J W 'll O o 1~.g" 12" y F ~ Z 219 CH4NNEL 2' YIN N ~ ~ ~ ~ , °o WIDTH eP „-1-N J
z ~ c z YIN o ~ o N = 1z" YIN °~a;a° z ~ Theater Consultant
~ YZi ~ ~ ~ ° CROSS SECTIONAL VIEW ~ ,.g " w M ~ ~ ~ °a o °o ° A w ~o ~ o Sta eworks
m g ~ m d 9
a o SECTION B-B ~ 1100 Capital Blvd ~ > SECTION A-A _ 12" YIN. ~a" YA1C. wW" Raleigh, NC 27603
FILTERED ' 919 839-2288
WATER EE7 7 OF 1 SHEET 1 OF t ET 1 ~ 1 SECTION A•A SHEET 1 DF 1 EEi 1 OF t SHEET 1 OF 1
1630.05 1630.05 1632.01 1632.01 1633.01 1633.01
m z m Z
~ ~ TEMP. STONE } ~ ~ ~N. z DITgI CHECK adQ ~W. z o~ w}
Dry+070D p, ~,`rce8 aa~c~U NOS as 1. CHISEL COMPACTED AREAS AND SPREAD TDPSOIL 3 INCHES DEEP OVER ADVERSE ~~~p SOIL CONDITIONS IF AVAILABLE. "rysu `
m0~'~~ ~ PPV" LLJOI_~-IZ ~O~"~~ ova=z 2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH. oa~ 3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
oz~x-Di oava ~1zz -Di 2 ~,v,ym 1w-U oy x1~pzDm . ° $o :b t9 :e H~-U O= A NA Y M TH AN NIF RM. S d o RE SO BL S 00 D U O
=OfpO ~ NOTES. Q ~xo °;a° ;a, a~~~r 1-x~zw zWa©~ Q F M ~ y s, H= z~ 4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY 9':,y`,
OOM i r OOF-IyOJ Ow ,~°°°4 ,2 $ . i7 7D USE CLASS S EROSION CONTROL STONE FOR ~ w O' • s z EDGE OF PAUENENT O o rn ~ ~ ~ z S1TIUCTUIW. STONE $ $ 2° sad. SEDirEw ADD ~ STRUCTURAL STONE. z ADD NOTE ;a~;ao ;a° sp. sTaNE y~~~J AND MEX WITH SDIL (SEE BELOW"`). sEnlrE<tT CpGO~ 5. CONTINUE TILLAGE UNTIL AWELL-PULVERIZED FIRM REASONABLY UNIFORM
~ W n. ~ ~ ~ USE GLASS I RIP RAP FOR STRUCTURAL e ~ o g° p N D , :ass ST°"E z SEEDBED IS PREPARED 4 TO 6 INCHES DEEP. ~~~D1~- 029993 ~ ~0 6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY W1TH SEEDING
No ~d'0 THE ENGINEER MRY DIRECT THE OPTION OF ° qS ° ,2° ,~a° . F t4 x ~4~' CLASS "A'" STONE FOR SITES HAVING LESS THAN ~ ~ z STONE. °~3°8~° $9a ;a~9~ ° EQUIPMENT OR CULTfPACK AFTER SEEDING.
USE N0. 5 OA N0. 57 STONE FDA STRUCTI#iAL STONE ONE (1} ACRE DRAINAGE AREA AND A DITCH d 8° e~ $?~~a GAOK SEDIMENT CONTROL D~~~~~ ~ ~ t . GRADE LESS THAN 3~. ~ as;~. 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH, w~~j;a• 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS VV~~~~°" R.~~
SLOPE m DO NOT PLACE SEDIMENT DAM IN o°~o°$o°a"°~ ~a~ m ~ o °D D 4y 2°$ @ 9 9_8p9~9 a,8s~;aps ~ WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER $ ~ss~$
m USE NO. 5 OR NO. 57 STONE FOR SEDIMENT 3 ALIVE STREAM. o .~°~D~.$~~°~o ~~a~$~+ 9 CONTROL. PLACE SEDIMENT CONTRDI. STONE W O ~ e}°ef;ap°• + $a~. 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND elef$P. + W SEEDING RATES.
O AS DIRE ED BY THE ENGINE R. ' 4. a i ~ FLON d ' s9'a ~~e 9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND
~ m ~ m `a9 $ ~D ~ >`a 98984 9 a Z p I++ 'A Z °O 4~Og2°°$ a tl,2o ,20 a~a's~~ ta°~a~s;a~',~~~ s H FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. Q~~~B~~ ~ NOT FOR CONSTRUCTION
~ O ~ NATIAiAL AROUND ~ 'C O ~ $ ;~~9•' ~ ~ 1 BIN. O Y, H ~'w,~S~° A S°d,~ ss :*3~~. ~ * APPLY: AGRICULTURAL LIMESTONE 3 TONS/ACRE ~Q~ ~ p FERTILIZER - 10 - 10 - 10 ANALYSIS AT800 - 1,000 L65./ACRE
~i I~iW 02 ~a$=~°~o$~ 2 ~.3 a~~3 ~ SUPERPHO5PHATE - 50D LBS./ACRE OF 20% ANALYSIS SUPERPHO5PHATE
~ M' MULCH - 2 TONS (APPROX. 80 BALES) SMALL GRAIN STRAW/ACRE BID SET ~ Z ANCHOR -TACK WITH LIQUID ASPHALT AT 400 GALLONS/ACRE OR
Cl D q ° v R~R O ~ EMULSIFIED ASPHALT AT 300 GALLONS/ACRE.
~ v CROSS SECTION o y ~ v ~o ~a ~s° ° F'' SHEET ISSUE 04.08.11 ~v pW
v VEE DITCH ~ ~ m v H MINIMUM RE UIR M NT FDR OP 5TA ILZATION
F ~Ap 219 CHANNEL WIDTH ~ D GAGE OF DITCH 0) v ~ D O , y~ STABILIZED WITH GRASS 3:1 AND FLATTER
III I"I , NATURAL GROUND 1E" 12" UFN. ~ ~ w - I~' I ~ 1 MIN. SEDIMENT ~ p Z , ° ° ~ C? TRAP J G1 ~°2° zb° 2° ~ ,ea°n•` '6 MIN• x p STABILIZED WITH SHRUBS OR VINES 3:1 TO 2:1 Il y ~ STABILIZED WITH RIPRAP 2:1 TO 1.5:1
;~,o° zy • FLaY ~ STABILIZED WITH RETAINING WALL STEEPER THAN 1.5:1
O z O c ° 1 0 ea°o 7 ~ a e e o~°~°o~ $e~~$ ~e$a~e8e c x FLOW ~ ~ aD '~eS°`ae8° o z ~ ~ DATE TYPE PLANTING RATE
rn " " , ~ ,tl 12° iNICK SEDIYENi o AUG. 15 -NOV. 1 TALL FESCUE 300 LBS./ACRE
SILT BASIN PE~ ' 4' 6 ~ ~ C011TROL STD4E Ip' CROSS SECTION ~ 1~0~ sroNEIRENr W G- NOV. 1 - MAR. 1 TALL FESCUE 300 LBS,/ACRE
TRAPEZOIDAL DITCH ~ a W & ABRUZZI RYE 25 LBS./ACRE N. MAR, 1 -APR. 15 TALL FESCUE 300 LBS./ACRE
ELEVATION VIEW APR. 15 -JUN. 30 HULLED COMMON BERMUDAGRASS 25 LBS,/ACRE
EET 1 OF 1 SHEET 1 QF 1 ET 1 OF 1 9NEET 1 OF ~ JUL. 1 -AUG. 15 TALL FESCUE AND 125 LBS./ACRE
1633.02 1653.02 1634.01 1634.01 ~~*BROWNTOP MILLET 35 LBS./ACRE OR SORGHUM- SUDAN HYBRIDS 30 LBS./ACRE
SLOPES (3:1 TO 2:1} MAR. 1 -JUN. 1 SERICEA LESPEDEZA (SCARIFIED} 50 L85./ACRE
AND
MAR. 1 -APR. 15 ADD TALL FESCUE 120 LBS./ACRE MAR. 1 -JUN. 30 OR ADD WEEPING LOVEGRA55 10 LBS./ACftE
MAR. 1 -JUN. 30 OR ADD HULLED COMMON BERMUDAGRASS 25 L6S./ACRE
JUN. 1 - SEP. 1 ***TALL FESCUE AND 120 LBS,/ACRE ***BROWN MILLET 35 LBS./ACRE
111 -DVRVEIUlVI- ";UVHIN f9IE7mUJ ju 4LS~.~HIfC[, SEP. 1 - MAR, 1 SERICEA LESPEDEZA (HULLED-UNSCARIFIED) 70 LBS./ACRE
AND TALL FESCUE 120 LBS. ACRE
NOV. 1 - MAR. 1 ADD ABRUZZI RYE 25 LBS. ACRE
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER CHECKED BY
LOCAL CONDITIONS; OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE.
***TEMPORARY - RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT DL.H
VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12" IN HEIGHT BEFORE MOWING OTHERWISE FESCUE MAY BE SHADED OUT.
~ O APPROVED BY J
O
DLH U
b
PROJECT NO.
11002
BNK 03-10144
1 COPYRIGHT NOTICE: THIS ARCHITECTURAL
ra I AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY
NOTE: ALL CONSTRUCTION ACTIVITY MUST BE IN ACCORDANCE PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. OTHER ,
A DISSEMINATION OR DOUP ICATIONE THE TOWN OF ROLESVILLE & WITH THE ACCEPTED POLICIES OF MAYBE
CITY OF RALEIGH, AND UNLESS SPECIFIED, OF R DEFERS TO THE OF RATTIOIO ARCHITECT T PRIOR , IN S S, INC. . ALL C ALL COMMON MON
NCDOT STANDARDS AND SPECIFICATIONS RATIO LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY
RESERVED.
SHEET TITLE
QUARRY ROAD
WIDENING DETAILS
SHEET NUMBER
C217

W Vi Owner
~ F ~ ~ W u iY z THRUST CO THRUST caLLAR ti Wake County Public School System „C„ z ~
FINISHED GRADE a w b ~ o ~
~ y~ a x r` z ? U~ Y ~ ~ - ~ ~ 5551 Rock Quarry Raad 0 ~ ~ ~ °a ~.4 Raleigh, NC 27610
?~3 w v1~ 2 a ~ ~ ~ EL J ~ Z '4 = ` ° ~m: (919} SSO.1600
Z? J a N o 2 ¢ F ¢
uw M 3 q w . _ QC1q K y'a°d H 1 C3 H W ~ °
NEW ASPHALT SURFACE CpARSE ~ ° Z gw p Z ~ ~ ~ - a.`.e:... e ~ - Architect _
EXISTING PAVEMENT 2` MINIMUM EXISTING PAVEMENT ~ ~ ~ q ~ a LJw ~a.o-' W o f ~ ¢ ~ = Q - ~~Q .;,e o ; RATIO Architects, Inc.
° , N N. ° 3; D':.;.;. UNDISTURBED SGIL J ~MIN.~:'r-. .;;a Jz ' 135 E Martin Street, Suite 101
;o a¢ ~ ~ 8 = $ Raleigh, NC 27601-1371
EXISTING BACKFILL ~ z w ; SUBGRADE 1`_Oa ca ~ o ~ ~ - ~ [phone]
w ~ ° co a Q a „X" BAR UNDISTURBED SOIL ~ a ° ~ ~ o° - ~ ~ ~o o°ooao 00o W d~~°"' n A.'.
UNDISTURBEB SC1[L ~w ~ I ~a N °•'d,°, " GaMPACTfD FILL ~ ~ ,o ° ra z ^ z ~bP: 'b~,.: ° :,,'.'a:b o < ~ . o. ,P ~ • a Structural En ineer
IN 6° LIFTS ~ z z a J a;•
3 ° r,= a w v, ~ ~ w w w q o /'i; w 2 PIPE / ; ~ q w ~ ~ ? Ea v > ~ oa r~.o~~.4..a: ~ LHC Structural Engineers w'?"Is~' ~ o . d UJ ~ W
Z W Z Z ~ W > " °d,y. ^y pw p W , ~ 1015 Wade Avenue Q ~ o - ~ Raleigh, NC 27605
Jw w - wry d • , ~ ~ z [phone]
REFER TO W-3 Z ~ ? n¢. M m ~ uw w z T°'~ ;~,;`r ;r<,~ _ NOTES; ~ ° ~ o,. . 4;.•~,Sa:.aY,^ a ~ a 0°g~ I.;r ~ ~
? •°y a ~°;°a ~ t, •,~,,,A'; I. The pavement cut shall be defined by a straight edge "w'C;t Q ~ v ~
and cut with an approved snw cut nnChine. 3° MIN. ~ ~ • ° ° ~ ~ plumbin MechanicallElectricayCivil ..Y„ BAR 3„ MIN, Era ~
2. The trench subgrade naterial shall be backfilled ° ° ° MINIMUM SIDE ~ CLEARANCE Y BAR J with suitable naterial and compacted to a density 6" OF #67 STONE ~ F- z "B° CLEARANCE ~ ~ ~ Y The Wooten Company
of at least 95% of that obtained by compacting a WHEN ROCK 6" D.D. OF PIP 6° CLEARANCE ¢ ~ ~ ? REINFpRCING REUUIF sample of the naterial in accordance with AASH7C ~ o_ ~ w+ a En. naE x®nn saE •K• ena ~ExGfe x• gne vfWxi REINFGRCING REGUIREMENTS o j ~v^~ ~ 120 North Boylan Avenue B4R LErW7x x &mt vflAxr 'r IDnR LENCiN •r• 842 vEiONY k6 BEAUIREO O ((J~~~ ~ Raleigh, NC 27603
OR WATER IS W w i 2 T-99 as nndiFied by NCDCT. N t/7 q 3 ~ ~ g• - as• «s r-z•. an PIPE cgu ~EVrr 2.A PIPE 1.047 L65hi I'-1' I.i LBS EAEN %'+2{~ Y-l2 = L~ rC~ ~ 919 828-0531
3. The Final 1' of fill shall consist of A8C ENCOUNTERED ¢ ~ r~ W N ~ ? Q ~ eB• 6 grenwr w6 Y-7+ A.O, PIPE 4502 iBSdFP naterial rompacted to n density equal t° 100% ~ J ? w rv A.A, PIPE 450¢ LBSrf'f I'-7 I,P LBi. EACx X-e4. Y-iZ ~ ~ y p; ( ) ¢
of that abt°Ined by compacting a sample of the W w y ~ ¢ w ~ Z? THRUST COLLAR ANTI THRUST S[ nateria€ in accordance with AASHTD T-SO ns D_ w ° _J m ~ K ~ LA. PIPE 'A' "B' 'C-8' W Y r ? ¢ z 7LLAR AN° THRUST SCHEDULE ~ ~ ~ N "B' 'C-8'-I6'. 20'•24', 37-A6', 48' , , n , v ,a, n © c 2 U a G Gl ° ~
nodified b NCIXIT. D_ ~ q ~ q ~ CJ U ~ z Y ¢ w~ 3? w w g s" - x• r-a• ra' z 4. The entire thickness/ vertical edge of cut NOTES q p > w J g ~ C7 +g• g 9re°~r r-e• r-s• ~ ~ cV=~ z r s~ r Civii En ineerlSurveyor
shnu be tucked. L Trenches requiring shoring and bracing, dimensions shall be w w ~ ~ cn ° o U °zz °rx)~ar N L11 1 u o j 3 r~> g V Bass, Nixon & Kennedy, Inc.
5. The sane depth of pavenent naterial which exists g ~ w shoo be reinstalled, but in no cnse Shall taken from the inside face of the shoring and bracing, N ¢ a NGTES:
the asphalt be less than 2` thick. 2, No YOCk5 or' btiulders 4' or 1. SEE STANDARD DETAIL W-9 FGR THRUST BLDLK LT]CRTIDF 6. The asphalt pavenent material shall be installed tar eY' t0 bE Used In baCkfl€, •••w a ~ ~ ~ ~ ~ q ~ ~ ~ a o ~ ~ ~ 6310 Chapel Hill Raad Suite 250 THRUST BLDLK LOCRTIONS, 9 'Q Li.l ~ r~ F~ a a^ r z p r ~ ~ ~ ~ ~ ~ _ ~ ~ ~ W ¢ ~ Raleigh, NC 27607
g e. CGNCRETE SHALL BE 3060 PS[ AN? TRANSIT MI%ED. and compacted thoroughly with a smppth Brun roller ~ 4? TRANSIT MI%ED. z ~ ~ C = a ~ i w = z N~ yz~~W~,°~~~ [phone]
to achieve a snooth level patch. 3. All backfiU material shall be W ~ 3. REINFGRCING BARS SMALL BE DEFORMED AND TIED TGGET 7. ReFer t0 City of Raleigh standards for suitable native material. ~ ¢ A, TRENCH BOTTOM WIDTH 1N VICINITY OF iNRUST BL~K II ~ORMED AND TIED TOGETHER. H ~ ° ~ L r^ W ° - o .oo .r ,x~ [TY BF THRUST BLC~K INSTALLATION SHALL BE THE MINIMUM WIDTH LL z ~ ~ m ~ m ti w r o N m m
trenches and pipe bedding, U-3. ~ ~ pS SHOWN tlN STANDARD DETAIL W-3. For additional details. 4, Backfill shall be tamped in 6" CITY OF RAE.EIGH CITY GF RALEIGH Z ~ CITY pF RALEIGH W_3. . 6. W
8. No Hand Patching albwed. lifts. ~ 5. BACKFILL TAMPED IN 6' LIFTS PER DEPARTMENT DF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES ~ I BEPARTMENT OF PUBLIC UTILITIES SrANDARD DEraIL w-3. DI ER CITY OF RALEIGH CITY DF RALEIGH .e.°~,<~ ~ CITY f7f RALEIGH DEPARTMENT DF PUBLIC UTILITIES DEPARTMENT DF PUBLIC UTILITIES - ~4~~.9.° a. DEPARTMENT OF PUBLIC UTILITIES Roofing Consuitant
9. Pavement cuts within NCDOT Row 5, Achieve 95'/. compaction in ~ " ~ s, rHRUST ctlLLAR MusT BE FACrtler shall conform to the approved on STANDARD ASPHALT bnckfilL TRENCH BOTTOM DIMENSIONS & BACKFILLING `D TEMPpRARY WATER MAIN WELDED ON BOTH SIDES ALtlNG BtlrM 1 DrM THRUST BLOCKING DESIGN DATA STANDARD THRUST BLACK INSTALLAT[GN - Y,'S; '.o g.' Stafford ConSUlting EnglneerS
site encroachmer>t permit. REQUIREMENTS FQR DUCTILE 1RON EDGES OF COLLAR AROUND CIRCUMFERENCE PAVEMENT PATCH DETAIL BLEW OFF ASSEMBLY MFERE"cE' FCIR WATER MAINS FDR VALVES AND DEAD END MAINS -_'d':°:°•','.o~ STANDARD THRUST BLACKING VIEWS 130 Edinburgh South Drive
DWG. ND. REVISIDNS BATE REVISIONS DATE DWG. N0. REVISIGNS DATE REVISIONS DATE DWG, N(7, REVISIDNS ?ATE REVISIDNS DATE BWG. Np. REVISI01 11-1-99 3-1-87 RRH 3-31-00 D.W.C. fe-28-99 A.B.B. -12-0 RRH DWG. Np.REVISIDNS DATE REVISIONS DATE DWG, ND REVISIONS DATE REVISIONS DATE -a°.;w.v DWG, NQ.REVISIQNS DATE REVISIONS DATE Cary, NG27511
W-~ RRH -31-00 - W-'G ABB 2-15-05 W-2I RRH 3-3]-OD W-~ RRH t-21-OD Y.C.R. 4- - A.W.C. 9-7°99 ~ - - RRH 3-31-00 919 461-8125 w-~ W-g 6-92 RRH 3-31-00 W-9 W.. 9-7-99
REACTION BEARING AREAS FER HORIZBNTAL WATER PIPE BENDS A ARPRUvED MErMUn FpR ExrENStDN aF vALVE HGx N P VALVE BGX NOtE~ 2'x 2'x 6' CONCRETE RAD REQUIRED BN ALL vALVES MANHOLE FRAME AND CQVER
BASED ON TEST PRESSURE OF 800 P,SI, w ~ ~~d~;~''~'o-'~ " NO PRECAST CONCRETE DOUGHNUT ALLOWED, food Ce~1Ce
° ~ ~ t ATE/TAPPING VALVE ~4„ ALL AREAS GIVEN 1N StlUARE FEET. 2 ~ q .~,e ~ ~ J Z , d.' .'.p, ~ COVER 120 LBS. MINIMUM J u, . ,
~ ~ r w f ~ =q q~ 00 v w SEE STANDARD W . , .p . , , FooDesign Associates SEE STANDARD w-18 •e ~ • CAST DATE
P h~ h g Q m+- N FOR COVER p£TAI v du -L ~ AS Y w I A P . -FOR CCVER DETAILS. ; . a " prL 2, 1 0 5828 Oak Drive ' a a. , a , Charlotte, NC 28227
A/ ~ ~ h ~ 4 ~ 4r~ 4 v ~ i d ~ ° ~ ' A N 0 .a . ~ , a . a Q ~ Manufacturer 704 545.6151 ( )
`a~ ~J 4 a, 4 J0~ d QN, 4~ ~~4x ' ~ 0~ `t~ _ w °o J .4.0 ° w Q ~ . ~ • ~ a o 0 o. • > . 0 p~IT
Jq q d, ~ h ~ Q ~ 0 ti Uv y 2 p W x ~ w a"' `'c ~ .Q ; ' , n o o ss/:~ STANDARD VALVE F• = V~ Q V~ v a1 V vW r rV ,Y4 r v a~ w v o. vi z STANDARD VALVE BOX MO/DAY/YR C ~2'~ ~V ~ TOP SECTION TD BE D?MESTIC AT~ ~ Landsca a Architect
qw Z4 0~ V ~ ,O v J q` q ~ ~ oo xd?¢ k Dy` o a . ~Q~ a O ~ TOP SECTION TO ti~ ,~QOJ 400 ~ 00 eo0 a o° ~ o° ~0° tiJti" J o NCnF-07f- P~d a' a o •a•, ".d~ o. 80 CBS, HEAVY W BO LBS, HEAVY WIGHT CASTING Q ~ CIasS 35 ~ R p
0 Q ~0 ~0 5 ,~0 (aQ- Oo ~P JO ~0 4J ~0 ~0,p a . w A v , . o 0 0 0 4 ° "Q~ •D ° °•fl PAVEMENT ~ McNeely Associates
23 ~ /2" 2 ~ ° ~ 5501 McNeely Drive ~ Q
I] V4° 1,108 1 1 1 1 1 Q, z ~ 1 ~ 1 .a•, ¢ ~ ~ ; TOP VIEW r~ o ~ vAwE aox' ~ ` Raleigh, NC 27612 ...d-:: ~~0 a ~ .0. covER ca: ~ „ ~ [phone]
88 V~ 2,807 1 2 2 1 I 1 3 1 ~ q ? w J a ° Z q ~ J
45 4,328 2 3 3 1 1 2 5 1 Z? w w a~ Q ~ ~ 0 VALVE ~ ~'pACE
90° 7,996 2 4 5 1 1 2 B i a~ o W w ~ g ~ ~ ¢ PLUG 5,655 8 3 4 1 1 2 6 l a~ v LU ? q" q z Box PLAN vIEW soTTaM viEw Theater Consultan#
ra to d ly ~ z 3000 PS1 SQI.IO CONCRETE z rz ~ w w USE 5" SOIL PIPE g° o ~ ~ ~ ° ~ ~ ~ SHALL BE USED AS POUTING FOR FOR EXTENSIONS JSE 5" SAIL PIPE -OR EXTENSIONS ~ StageworkS
° ~ Q C~ ~ ? DUCTILE 1RON PIPE, 11 114 1,970 1 l 2 1 1 1 8 I w r W S a w$ X16 ~
22 1/~' 3,922 1 2 3 1 1 1 4 1 w ~ r m ru rT r~ 3 VALVE o ? ~r ~ rovNt`ar TAMPED 2 3/4" 1100 Capital Blvd BAC><FILL ~ Raiei h, NC 27603 g
45° 7,694 2 4 5 1 1 2 8 1 a ~ z m rNi p~ w °w w o FLANGE 2" I° [phone] _
90° 14,215 4 8 9 8 2 4 15 2 ~ i ~ w n m~ J M Z~ M.J. FITTING ~J 8 25 1116'
PLUG 10,053 3 5 6 2 8 3 10 1 ~ Z 3 ~ N rn J u a w Q-2 ~wq ~a ti z LJ7 w 6~~~" ~a 2 z ra ---~-----23 11/16"
IG" ~o "'0~ ¢ w rn ~ ¢ o A.e•~..° ' ExI nNC
11 1/4° 4,433 2 3 3 1 1 2 5 I N ° F ~ ° ~ ~ m ~ ~ . A' Q 0 0 22 11~ 8,826 3 5 6 8 8 3 9 1 ~ J 3 ~ 0 N z¢ w a' O• .4: o• MA N WATER ALV o a 4" 7 1/2"
45° 17,312 5 9 11 3 3 5 18 2 p ~ w ¢ ~ w ¢ ¢ ~ v A• d. e p c.'i, TA - N R 22' MAIN
90° 31,983 8 16 19 4 4 8 32 4 ,4" u¢ v, ° 2 ~ c4 4 S B I C I O ,•~a~" STAB-IN C.I. OR
a ~ w " rn q ° `n~' D.I. PIPE GASKET PLUG 28 619 6 12 14 3 3 6 83 3 ~ ~o w ti `D N ~ o w w w .o P m D,L PIPE GASKET BACKFILL~~~-~~. ~ ~ Note 1 - '1Vater' Lettering must be I" I~ ~--~-~-~-~~--BS 15/16' S ~r .
m ~ ~ ~ w ¢ U 5' I~ TAPPING SLEEVE a, ~ ~ ~ ~ s vz'-s sre• Raised (Recessed Rush) m~ NOTES: Note 2 -Valve Cover shall he domeslicoll 33 1/4' g p ~ ~5 5/B 1) VALVE BOX NQT TO CONTACT WATER MAIN T " cast. Y
11 1J4° 7,881 2 4 5 1 l 2 8 1 v¢ w z~~ 2J ALL TRAFFIC CASTINGS MUST 6E CL465 35 5~ Note 3 -Cover muss have a minimum OR GREATER. Neighs of 25 pounds. LAGSHIELDS MAY ONLY BE USED 5~8°X3" WGSHIELD IN HOLE ,„0 029993
•'4 ` W ~ ° ~ f SIDE VIEW 221/x' 15,691 4 8 10 2 2 4 16 2 .a z 3J FOR ANY VALVES OVER 10' DEEP, A VALVE Note 4 -Cover must be class 35 or 1N RGADWAY APPLICATIGN$. DRILLED INTa CGNE OR STEM E%TENSION MUST 6E USEA TO BRING TO SECTION VIEW greater. NOTES
45° 30,779 8 16 19 4 4 8 31 4 I ` a N r*i v ° 3 Qa NUTES~ ~'~j ' A DEPTH OF NO MORE FHAN 5'. Note 5 -Cover must meet Or exceed RING WITH ANCHOR SUNK TG ~ ~ 4J TOTAL VALVE BOX WEIGHT: MINIMUM OF 85 AASHTO H-20 load requirements. DESIGN DEPTH, AND 5/8"X3" J~,'~a"
90 56,861 15 89 35 8 8 15 57 6 ¢ ~ o a a 1, CONCRETE SHALL NOT CONTACT STANDARD VALVE STANDARD VALVE BCX Les. 1) RLL MANHOLE FRAMES SHALL BE HOT DIPPED GALVANIZED , BE DOMESTICALLY CAST ~J BOTTOM SECTION 1AG BOLT ANp WASHER. ;e
PLUG 40,813 10 21 85 5 5 10 41 5 ~ ~ J BGLTS OR ENBS OF MECHANICAL BGTTOM SECTION La a 2) FRRME SHALL BE A MINIMUM
R~acrmN BEARING AREAS aRE IN souaRE FEEr CITY OF RALEIGH u ° z w CITY pF RALEIGH JGINT FITTINGS. CITY OF RALEIGH MEasuRED IN A veRncaL P4ANE IN rM+» ~ i 2, SEE STANDARD REACTION BLOCK WEIGHT OF 182 LBS. CITY OF RALEIGH CITY OF RALEIGH CITY OF RALEIGH 3) COVER SHALL WEIGH A
rRENLH smE ar AN ANGLE ES 9~ rp TMe TMRUST BEPARTMENT OF PUBLIC UTILITIES ti 3 z ~ ~ ° z DEPARTMENT pF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES DI U Q z TABLES, W-l0 AND W-ll FOR VECTOR. K w w p W ~ e~ P F n u DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES M]N, OF 120 LBS, DEPARTMENT OF PUBLIC UTILITIES 4) MANHOLES WITHIN PAVED
USE 6' - 9m BEND VALUE FoR HYDRANTS FoR THRUST BLOCKING DESIGN ~ ~ ~ ~a c~ STANDARD VERTICAL BEND AREA GF GI3NGRETE REQUIRED, 4 - 24 STANDARD TAPPING s Ire°-a' ~ ABOITIPNAL, SAFETY FACiCR. VALVE BOX INSTALLATION 5 1/4° Valve Box Drop Lid SURFACES SHALL BE CONSTRDCTEB IN ACGDRDANCE srANDARD MANf~~C7LE c~vER NOT FOR CONSTRUCTION
QUANTITY TABLE SLEEVE AND VALVE ASSEMBLY ~ siR•-s trP' A DWG. Np REVISIONS BATE REVISIDNS BATE DWG. NO. REVISIONS DATE REVISIDNS DATE BWG. NO. REVISIONS ?ATE REVISIONS DATE to va•-tt• DWG, NO. REVISIOI AND EXTENSION DETAIL 4° Skirt DWG, NO, REVISIONS DATE REVISIONS BATE DWG. NO. REVISIONS DATE REV]SIONS DATE WITH S 29. DWG, NQ, REVISIONS DATE REVISIONS DATE
W-ID D.W.C. -23-9 W 1~ ABB 4-6-0 W_I4 3-1- 7 D.W.C. 9-7-99 W_17 Y.C.A. Y.C.A. 2-31-9 RRH 3-31-00 ABB ~-12-04 A.B.B. 4-8-D4 w-17 D.W.C. 9-7-99 A.B.B. - - W-l8 w-~o BID SET
Y.C.A. 8-31-9 RRH 3-31-00 D.W.C.
PROPERLY LINF PROPERTY uNE SHEET ISSUE 04.08,11
I PROPERTY MINIMUM 36" HC]RIZONTAL CLEARANCE 2' X Z~ FIRE HYDRANT EASEMENT
LINE FRAM ANY OBJECT, MiwwIUM 3s" HORIZONTAL CLEARANC HORIZONTAL CLEARANCE FROM ANY OBJECT, MINIMUM 36" HORIZONTAL CLEARANCE FROM ANY OBJECT.
5" STORZ NOZZLE FIRE HYDRANT, PUMPER NOZZLE TO FIRE HYDRANT, PUMPER NOZZLE TG 'IN POINTED TOWARDS FIRE TRUCK ACCE PUMPER NOZZLE TO BE RRE HYDRANT, PUMPER NOZZLE TO BE RDS FIRE TRUCK ACCESS POINTED TOWARDS RRE TRUCK ACCESS
BE PGINTED TGWARDS FIRE TRUCK ACCESS, ~ n
0 32 Q~~ oa
TRAFFIC FLANGE BETWEEN 2" - 6" ABOVE GRADE , ~ ~ e
aP ° , 5' 3'-fi° CURB AND GUTTER 1 FLANGE MUST BE 2" - 6" ABOVE GRADE.
L SIDEWALK 1" PAVEMENT 1 9 16" OPERATION NUT 1$~ FLANGE Musr BE s° - s" ABOVE c BE 2" - 6" ABOVE GRADE. 7 CU.FT. CRUSHED STONE MkN.
z:;.;.::: s.~, . 9,:., Y "°.p z GROUND LINE ~ O CURB AND GUTTER n 5'-0" 3'-6" CURB AND GUTTER
~ VALVE BOXY 6" GATE VALVE 3.325 7 CE1.FT. CRUSHED STQNE MIN. DU 1SHED STONE MIN. ~ ~ SIDEWALK
CONC. THRUST ~ [ 3.181" \ \n \ ~\,~\~\n\~ PAVEMENT \ ~ ~ PAVEMENT
~ (TAMPED IN 6" LIFTS) 2~"NOZZLES 1'- 0" W/ NATIONAL aa~a" / /
STANDARD F 6" GATE VALVE 6" GATE VALVE
6" MIN, BRANCH PIPE THREADS COMPACTED BACKFILL 2.50a" 3'-6" MIN. MAIN (TAMPED iN 6" LIFTS) 3MPACTED BACKFILL VALVE 90X 3~-6" MIN. VALUE BOX AMPED iN 6" LIFTS) CONC. THRUST CONC. THRUST
RESTRAINING GLANDS ~ bit BLOCK COMPACTED BACKFILL BLOCI( 1'- " ' / / (TAMPED IN 6" LIFTS) I'- "
5/16' v
ortlronrnireir. ~ i
RALE w~nauaL srNaum THREADS 5" MIN. BRANCH PIPE 6' MIN. BRANCH PIPE
ESTRAINING GLANC MAIN ESTRAINING GLAND MAIN . ---~ESTRAINING GLAND
L`1'-3'x 1' 3'x Q' THICK T `J LAS "H 15/16° 6' MIN. BRANCH PII 7 CU. FT, CRUSHED TOWNS STATED- NOZZLES FOR / 1 S.TDNE MIN. 6 THREADS
NDISTURBED EARTH. PER ]NCH r
NOTES: CONC. SETTING SLAB " RESTRAINING GLAND CONC. SETTING SLAB RESTRAINING GLAND V-3"x1'-3"x4" THICK CHECKED BY
1. FIRE HYDRANT SHALL BE AS MANUFACTURED: MUELLER, AMERICAN DARLING, KENNEDY, M & H, NOTES: 1'-3" x1'-3"x4 THICK WATEROUS, CLOW, EAST JORDAN IRON WORKS, OR US PIPE.
2. BRANCH PIPE SHALL BE DUCTILE IRON AWWA C150-96. 1. RALEIGH PUBLIC HYDRANTS SHALL BE PAINTED SOLID RED. 3000 PSI CONC. THRUST BLOCKING UNDISTURBED SOIL 3. 6" GATE VALVE SHALL BE AWWA C500-86 OPEN LEFT. 2. KNIGHTDALE, & ROLESVILLE PUBLIC HYDRANTS NDTES: G UNDISTURBED SOIL 3000 PSI CONC. THRUST BLOCKING UNDISTURBEO SOIL ULI NOTES:
SHALL BE PAINTED RED W/SILVER OPERATING NUTS. 1. FIRE HYDRANT SHALL BE AS MANUFACTURED: MUELLER, A 4. FIRE HYDRANTS WILL BE INSTALLED IN TRUE VERTICAL POSTICN, 3. IEBULON PUBLIC HYDRANTS SHALL BE PAINTED RED W/ WATEROUS, CLOW, EAST JORDAN IRON WORKS, OR US P FACTURED; MUELLER, AMERICAN DARLING, KENNEDY, M & H. 1. FIRE HYDRANT SHALL BE AS MANUFACTURED: MUELLER, AMERICAN DARLING, KENNEDY, M & H, RON WORKS, OR US PIPE. WATEROUS, CLAW, EAST JORDAN IRON WORKS, OR US PIPE.
5. IF THE LENGTH FROM THE VALVE TO THE HYDRANT EXCEEDS 20FT, THEN THE SILVER BONNETS AND OPERATING NUTS. 2. BRANCH PIPE SHALL BE DUCTILE IRON AWWA C150-96. HYDRANT BRANCH SHALL BE RESTRAINED FOR THE ENTIRE LENGTH WITH A MECHANICAL 4. WAKE FOREST AND GARNER PUBLIC AND PRIVATE HYDRANTS TO BE 3. 6" GATE VALVE SHALL BE AWWA 0500-85 OPEN LEFT. RON AWWA C150-96. 2. BRANCH PIPE SHALL BE DUCTILE IRON AWWA C150-96. 500-86 OPEN LEFT. 3. 6" GATE VALVE SHALL BE AWWA C500-86 OPEN LEFT.
JOINT RETSTRAINING SYSTEM.. PAINTED SAFETY YELLOW W/SILVER CAPS AND OPERATING NUTS. 4. FIRE HYDRANTS WILL BE INSTALLED IN TRUE VERTICAL PC i IN TRUE VERTICAL POSTION. 4. FIRE HYDRANTS WILL BE INSTALLED IN TRUE VERTICAL POSTION. APPROVED BY '0 THE HYDRANT EXCEEDS 20FT, THEN THE 5. IF THE LENGTH FROM THE VALVE TO THE HYDRANT EXCEEDS 207, THEN THE
5. OPERATING NUTS ON HYDRANTS CONNECTED TO PUBLIC MAINS LARGER THAN 12" SHALL 2 ~/2 CUTLET THREADS 5, IF THE LENGTH FROM THE VALVE TO THE HYDRANT EXCE 6. FIRE HYDRANTS TO BE LOCATED IN ROW OR 2 FOOT EASEMENT ADJACENT 70 ROW, BE PAINTED BLACK. HYDRANT BRANCH SHALL BE RESTRAINED FOR THE ENTII JOINT RESTRAINING SYSTEM. 'RAINED FOR THE ENTIRE LENGTH WITH A MECHANICAL HYDRANT BRANCH SHALL BE RESTRAINED FOR THE ENTIRE LENGTH WITH A MECHANICAL 0 JOINT RESTRAINING SYSTEM. DLH
RESTRAINING GLANDS IN LIEU OF RODDING 6. FIRE HYDRANTS TO BE LOCATED IN ROW OR 2 FOOT EAS I ROW OR 2 FOOT EASEMENT ADJACENT TO ROW. 6. FIRE HYDRANTS TO BE LOCATED IN ROW OR 2 FOOT EASEMENT ADJACENT TO ROW. Y
CITY OF RALEIGH DEPARTMENT OF PUBLIC UTILITIES
CITY [IF RALEIGH RALEIGH, KNIGHTDALE, ZEBULON, GARNER CITY OF RALEIGH ANYTIME SITE WORK, CONSTRUCTION, ROAD WORK, b ROAD WORK, ANYTIME SITE WORK, CONSTRUCTION, ROAD WORK,
ANYTIME SITE WORK, CONSTRUCTION, ROAD WORK, OR ANY OTHER WORK CHANGES THE GRADE OF OR ANY OTHER WORK CHANGES THE GRADE OF DEPARTMENT OF PUBLIC UTILITIES WAKE FOREST, & ROLESVILLE DEPARTMENT OF PUBLIC UTILITIES THE FIRE HYDRANT, THE PERSON RESPONSIBLE GRADE OF OR ANY OTHER WORK CHANGES THE GRADE OF ISPONSIBLE THE FIRE HYDRANT, THE PERSON RESPONSIBLE PROJECT NO. R ADJUSTING FOR THE WORK IS RESPONSIBLE FOR ADJUSTING
FO THE WORKpS,RESPONSIBLLE FOR ADausnNG STANDARD FIRE HYDRANT STANDARD FIRE HYDRANT WITH HYDRANT OPERATING NUT AND THE FIRE HYYDDRANTTOPSTTAY WITHIN COMPLIANCE, THE FIRE HYDRANT TO STAY WITHIN COMPLIANCE. INSTALLATION DE 5 STORZ PUMPER NUZZLE 2 1/20 OUTLET THREADS STANDARD FIRE HYDRA COMPLIANCE. THE FIRE HYDRANT TO STAY WITHIN COMPLIANCE. 11002
TAIL RD FIRE HYDRANT INSTALLATION DETAIL,. STANDARD FIRE HYDRANT INSTALLATION DETAIL BNK03-10144) WITHOUT SIDEWALK WITH SIDEWALK
DWG. NC. REVISIONS DATE REVISIONS DATE DWG. NO, REVISIONS DATE REVISIONS DATE DWG, NO. REVISIONS DATE REVISIONS DATE WITHOU ro COPYRIGHT NOTICE., THIS ARCHITECTURAL
W-4 ABB 4-6-04 PAP 2/17/09 W-5 -3-1-971 A - - W_~ 3-1-87 A.63 -13-0 OHL 2/14/081 RRH 3-31-00 DHL z-1a-Da RRH 3-31-00 AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY
PURSUANT TO THE AGREEMENT WITH RATIO NOTE: ALL CONSTRUCTION ACTIVITY MIDST BE IN ACCORDANCE ARCHITECTS, INC. NO OTHER USE,
WITH THE ACCEPTED POLICIES OF THE TOWN OF ROLESVILLE & DISSEMINATION OR DUPLICATION MAY BE
MADE WITHOUT PRIOR WRITTEN CONSENT CITY OF RALEIGH, AND UNLESS SPECIFIED, DEFERS TO THE OF RATIO ARCHITECTS, INC. ALL COMMON
NCDOT STANDARDS AND SPECIFICATIONS LAW RIGHTS OF COPYRIGHT AND RATIO
OTHERWISE ARE HEREBY SPECIFICALLY RESERVED.
SHEET TITLE
QUARRY ROAD
WIDENING DETAILS
SHEET NUMBER
C218

I VI ~ SIGN
• . ~ ~ I` v IX.r ~ ~ ` ° E"~ ELF PROPERTY OF I %9~' Ep511B"0.6
E%6IGN ~ ~ k IN~IN. 9G%~ ROBERTSON FAMILY PARTNERSHIP VERSHIP
- I _ ~ r7(I5N[AGa4NN PIN; 1768,I0.46-7947 Ep5f 10"0.6 ~ ° . 041 PG. 537 E7
'r ~ ]NV IN', X516 ~ ~+~B' 6 II tF EXSIGN 1 1EL P~ ` ~ r~~_ EY f4 I
NCGRID M T01~$ ~ E%GIGN i - F f ~ ~ ! E.~ OHS - ENE - _ d' NAD 83 \ \ Fp I « L ATA S 04 47 22 w
IXiELPE6 la ~ Y ~ ~ E%GUYW6E ti q N =7$7,$$3, \ EX9GN - 4 50 ~ y IX~ - 60,01
\ ,x,83 I I R $00.00 - . ~ =2155,$16, r, E#S119"0.6 ~ ~ \ g. E%Y I I ]NVDIIT AW,63 L=249,74 EIP ~ RE 14 . AREA
MWLBIX( 7/
N 80 531 „ I 0 06 W 8 ~ ~ PE 8'~°~3~ ~ CD=248.73 003.17 ~'~'Y~'~ ~ I I RP AR _ _ ~ .
I, 337,18 ~ ,E ,E ° ~ E%GiIYIMRE FXi5f 18'RGP ~ I f HI ED
INV OIi; 903 PO y 11 ~ 1 1 BUS SERVICE) ~Fo IZ B
~ I ~ \ ~ ~ EI~x x veo I~ PA IDED RKIN
ti ~ NC Grid Coordinates • A tme NC Grid Coordinate (NAD 83) is I I STAFF PARENT STACK l I {I + ETP ~I U
~ a located at the southeast comer of the property, Coordinates I ~ _ ENTRANCE ~ provided t}y the Surveyor am (N-187,883,1550, ~ I IV {li o NOW OR FORMERLY n n~ { Owner
\ \ ~ E=2,155,816.6460). RII other coordioa~ referer~es are based o I 0 HIGH SCHOOL PHASE LINE I EL NEVIL E 1~ - . { { r. DENNIS MTCHA I~
1 that corner as an origin, and on simple (cadd) pine geometry y R=1078.54 N PTN 1768.02-56-7426 R Wake County Public School System ETNA ~ ILD ARD MINI
1 J LW 114.38 without geodetic corrections, ~ I D.B. 6477 PG. 46 { 5551 Rack Quarry Road f ~ .1114 i h NC 27810 ~ ~ B.O.M, 1984 PG T Rafe ,
R=973.10 \ TB~i - NAVD'27 1 ~ CS=S 81°14'32"E ~ IN L=451.42 ~ \ \ ELEV.=gi2,Df} J ~ ~ i' CD=114,33 ~II~ I ~ - 919) 850-1600 I o (
° l i, y I CB=N 21 2z 25 W 0 ~ CDTTaN SPINDLE ~ ~ IJ I M ID ~i o
cQ=447.3s ~ ~ r EHI5ANG FEET R
Fl~ADPNIC 1 1 , ~MN1~ ~ ~ ~K~ 1 ~ ~ ~ / ~ y/ { f I Architect T
EgG11 EN PP / / / ~ ` FIBEROPIIG 1 1 1 IXCEIY'M0.E ~ -J / MWMER r 1 / EIP RAT10 Architects, Inc.
1 I ~ ~1 , / J ! I GENERAL NOTES: 135 E Martin Street, Suite 101
~ ~ / ~ ~ I Pdo ° 1. Field to a ra hic information taken from digital file from Bass, Nixon & Kennedy Inc, Consulting Engineers Raleigh, NC 27601-1371 ~ ~ ~E"Ea, p 9 p
Exw ~ 1 ~ ' ~ 1 '°P"0.C6` " dated ;October 14, 2010 [phone] I PIN PI1WV 6E51R6 AEPIFCING S~'~
/ ~ 1 f ) ~ / Fw^~"" 2. Boundary shown is taken from digital file from Bass, Nixon & Kennedy Inc. Cansu ling ng~neers.
1 1 E?i5i 18"0.6 ~ ~ ' / 1 1 ~ 3mIM: 3%k6 ~ 3, Wetland areas are taken from field survey digital file from Bass, Nixon & Kennedy Inc. Consulting Engineers.
k - ~ ~ ~ EXISTING TREES EMGf,E~R6 EXISTING i BEFORE YC~ DEG 4. Site CAD file shall be provided to successful contractor for use inlaying out site elements, Landsca Architect I
~ ' TREES i ' INV GJ7~ 63E.E3 k ; i ~ TO REMAIN i x.NUwu McNeely Associates PA I
~ ~ k TO REMAIN > ' i 5501 McNeely Drive I Zr~~ LF SINGLE CALL 1 goo 632-4949 Ralei h, NC 27612
k / BASEBALL ~ ~x~n R ~ N.C. ONE-CALL CENTS E [phone]
t ~ / ~~Np k ,J ~ LANE STACK GRAPHIC SCAL ITS THE LAW
d i ~ ~ 100 D SO i00 200 400
1 't ~ Structural En ineer
I I IXS~R u~~~~~ k 1 1 ~ I LHC Structural Engineers
`^\r 1 k Z 1 1 STAFF~PARENT STACK (TN ~E~T) 1015 Wade Avenue
1 inch = l0a ft. Raleigh, NC 27605 ENTRANCE
k o°0 50` NEUSE RIPARIAN BEIFFER 1 1 E%PP 1 `o REC} 50' FROM TOP OF 1 ~ MEASt{ 1 I [phone]
I a BANK ON EACH SIDE SONEDGE 0.IPAR~AN ~~EFER 1 1 F4AGUREO EG'FROM tt:R Lf ~M , V 94NN ON EA0I SIDE P~ ~ 1 ll M
1 1`+ k ' 1 N at
1~ 1 I Civii En ineer ii f I ~ NOW OR FORMERLY Bass Nixon & Kenned ,Inc.
k~ ~ 1 ~ 1 - R THY 5. NEVILLE ' ~ r,, DO O
~ .r o k 1 ~ 1 1 VISITOR PARKING ° PIN 1768.02-66-5186 6310 Chapel Hill Road, Suite 250
/ a k RSIGN 1 I o W.]. SCARBORO ESTATE Raleigh, NC 27607 4 a 919 851.4422
4 E%hNPED ~ 6 SPACES 1 EX id RED I 1 ~ s WGTIN 1 o ( )
E03F0.0P11G 1 ' ~~k, naw9r.N 1 !
E%i4 1 0 E3ImNG ~ ~ k l 11 ° _ Plumbin 1MechanicallElsctricallCivil I
flOEROPi7G n I 1 g0. / MARKER ~ ~ wig E%GUY WIPE N µ 1 SERVICE DRIVE ~"'p"" EIP The Wooten Com an
,I~...d..~• p Y 1 ~ « ,08••E 1228.02 ~ 120 North Boylan Avenue
I 1 R W k 1 caNNECTo r~ UTOR N 84 34
= l l o ~ 1 STAFF PARKING ~ .~.r~ Raleigh, NC 27603 [phone]
k I MOBILE o
~ ~ x0 SPACES 37 LASSROOM k I \ ~ '
1 FBEROP33L k \ ~ NOW OR FORMERLY Rnofin Consultant
NAOY,ER ` ANN R. WILLIAMS Stafford Consultin En ineers 2.75-1459 g ~ PIN 1768.0
k \ ~ ENHOUSE RVI BICYCLE 9.4 19 Y ~ D.B. 631 P0.0-E- 130 Edinburgh South Dnve e.sy
k EK1ELfE0 GRE EXLSTIN WAY A5 5NOW1~ ON ( cary, Nc 27511 FUTURE GREEN
k RACKS FlFEawnc MOAKFR 1 0 [phone] EXISTING TREES WN F ROLESVILLE 200~~~003 I o
s ~ - 1 TO O
I k ~ II ~ TO REMAIN E AND GREENWAY PLAN OPEN SPAC Fao ervice
ExG7V Pf0 ~ E~>~1NG I
MFIL~ 1 - PARENT DROP-OFF I ~ I 1 - FooDesign Associates 4 d
1 ~ If 5828 Oak Drive r Charlotte, NC 28227
! I I~, 1 i I~ o [phone]
I n STAFF PARKING 1 ~ ~0 BUS PARKING I %BUSOSERVICE I SPARKING
I EKW i~, k I I a40 SPACES CCE55IBLE PARKIN BA ENTRANCE
X k I I i Theater Consultant
~xcsnNG wooo waL FENCE I I YI5ITOR PARKING w~N~ Stageworks
~ k I - ~ Exis~cesPOno 1100 Capital Blvd
I ~ k OUTDOOR i o ~ / ~3 SPACES ~ ~ Raleigh, NC 27603
~ I 1 f HIGH SCHOOL LEARNING ~ 1 1 _ ~ 919 839-2288 ( ) STUDENT PARKING ~
x 1 ILDING ~ 1 Bu ~ OPEN SPACE
EKISFIN k 11GEA OPiiG E%IG77MG 1 ~ 143 SPACES
RARKER WEEIANC6 I RNi] d swan
k SOFTBALL f~llW11,15 - I I I 1 , r \ t`~~~UniAur~?r~e ,,~p~luuligry
k 1 IXGUrwIwF 1 r ~ C Rq~'~.. o`~~H CARp~~'~,,~
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k ' 1 , 1 II II HIGH SCHOOL ~ :W C ~9 299
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k k ~ E ISTERNS 0 , EiLSfING Pouo , (
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~ y ~ a ~ - - - werurvos 1 1 ,p h i ~
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11 I ~ SHEET ISSUE 04.08.11
k ~ ~ ~ J f I I
~ iiii 1 EXISTING f ~ NOW OR FORMERLY J
~ I ~ iii i ~v~ I E E IAMS ~ ~ ANN R. WILL
Ex vP I I Esl,s9~ i xx -_m_. POND ~ - - z2 ~ / m PTN 1768.02 75 li
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Ik #1 #2 li _ WC PIPE
I x ~ ~ ~ r- ~
k ~ K AND II II ( TRAC i x PROPOSED ROW k k ~ / ~ ~I r' / 1 ~ T
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ENISnNG UUCIY I FAKKINU i
fIAE0.~PnL I ' i MM%ER \ SPACES + 4 HANDICAP WETLANDS
1 EAST 18' 1 r ` AM91'
4 BASKETBALL :E5 A LL
It ~ 1 ~ WETLANDS CHECKED BY Ru V
li - riW%161 X)IHIm?I X.~~T V LJ t/ DEP
XM~.il (1iBilW96 F llh90.i~ Y
f WIl6XIpHOW ` , vv Vv EN xx xX XV vv / 100 YEAR FLOOD PLAIN
SCALED FROM FEMA'S J
F.I.R.M. #37201768003 APPROVED BY 0
v co KMD Y
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} f H 13H SCHOOL PHASE LINE 1RIPARIAN BUFFER PROJECT NO. 41
MAIN ENTRANCE
STUDENTS/VISITOR/ Ilk L 110311 SERIES + 'ES MEASURED 100' FROM TOP OF BANK EIP 11002 I H6ROL ON EACH SIDE
EVENTS ~ `1- COPYRIGHT NOTICE: THIS ARCHITECTURAL
AND ENGINEERING DRAWING IS GIVEN IN E ISTING TREES
TO REMAIN NOW OR FORMERLY CONFIDENCE AND SHALL BE USED ONLY c 74 & PURSUANT TO THE AGREEMENT WITH RATIO
DONNIE L. WOODLIEF ARCHITECTS, INC. NO OTHER USE,
PIN 1768.04.62.5557 DISSEMINATION OR DUPLICATION MAY BE D.B. 10844 PG. 916 MADE WITHOUT PRIOR WRITTEN CONSENT
PARKING { ST DE OF RATIO ARCHITECTS, INC. ALL COMMON LAW RIGHTS OF COPYRIGHT AND
RAT I NI 3 OTHERWISE ARE HEREBY SPECIFICALLY .r RESERVED.
1 _ - 4 SPACES WITI,ANOS \ Lh EIP Ln
{ + 6 HANDICAP o SHEET TITLE tMl,l N(.
I 11(ffJ.SLINp I Q m ' O
STUDENT PARKING I
( 58 011W 1970.59 EXISTING TREES 96 SPACES + 4 HANDICAP 84°' Overall an I
TOREMAIN SUNSET MANOR
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- / sup B.M. 2008 PG. 53 \ Ln pp00 'v N N
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SHEET NUMBER wEriaNDS
_S76-4135"W 746.14 EIP
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" 18" RCP - ~ - Wake County Public School System pHE
IUT: 403.80 R40,50 R5.5a' 5551 Rock Quarry Road Ralei h NC 27610
5EE ~~ANS ~Y RNK ENGINEERS g , Fi R30.00 R40.50 [phone]
FOR ROADWAY IMPROVEMENTS 4 R55°50' EX PP
' ~ II I EX TEL PED 10.50
, s Architect
' ~ 5.00' I I ~ i RATIO Architects, Inc.
i I I ~ l 135 E Martin Street, Suite 101
I I ~ - 71 I Raleigh, NC 27601 13
' I I 919 821-0805 III
t
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sITE SIGN 1 I l Associates PA , I McKee y
PI n A-952 i I See Architectural a 5 ~ ~ 5501 McNeely Dnve
t Raleigh, NC 27612 , . i';:;; I [phone]
1 ~ i ~ ~x I
I al I a I Structural Engineer
~1 , I a I ! LHC Structural Engineers
~ C I 1015 Wade Avenue
r: ~ r ~ I Raleigh, NC 27605 I ; ~ fti' 1
I ~ I [phone] f~
r,<,,' ~ i
t ~l i i
~ 1 Civil En ineer I g
~r~~ ~r s rrrwir~ o ~ .....rte ~ ~ ! ~ ~ Bass, Nlxon 81 Kennedy, nc. i ~I
~ I S 6310 Chapel Hill Road, Suite 250
~ ~ Ralei h NC 27607
~ I ~ (919) 851-44zz I I
I I l
1 I I - Plumbin IMechanicallElectricallClvi!
I Wooten Com an
The p y NIGH SCHOOL PHASE LINE i I
i la,pa' x ~oo.oo' 120 North Boylan Avenue I Ralei h NC 27603
~ ' PROPOSED ACCESS g I EASEMENT [phone]
S TO PARCEL WITH
#17fi8-0~.-66-518 PIN
I . I ExI TiNG I REPLACING s Roofing Consultant
5C0 SCOREBOARD I PARNf PATH ~ Stafford Consulting Engineers P119 SEE ARCH, SHEETS
BASEBALL FIELD $ ~iis SEE 130 Edinburgh South Drive
L•610 Ca NC 27511 ry~
[phone]
Food Service
i
- Desi n Associates Foo g
N=786236.52 E=2164950,51 5828 Qak Drive
Charlotte, NC 28227 [phone]
r -r
i MANENT LOCATIQN STAKE 15 PER
TYPICAL L-6o1 ~ ~ Theater Consultant
S ~XISTI i ~ Stageworks
0 ETLAND I`; 1100 Ca ital Blvd p
Raleigh, NC 27603
~ 919 839-2288 ( )
~ ~
~
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BANK ON EACH SIDE i7 BlD SET LIGHT Dl1TY PEDESTRIAN i , I I
~ • PAVING TYP, ~-601 ~ , i
I
/ I SHEET ISSUE 04.08.11 ~ I I
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10' ASPHALT I. , . ` I I ENWAY ` BIKEJGRE I I
~ ]OINT FINISH s & 6 10.00' TRAIL 10.50' I
0 . _f---.~_ ter. ~ R30,00
VY DUTY PAVING 1O ~ HEA ,
/ TYP, x•601 ~ . • I
~ ~ s i / I 4
/ ~ ~ _ ~ 3,00 TYP. I ~ • . X0,00'
~ i ~2 ~ f. ~ ~ 147.54' ~r .
ON / i i
6.50' . .-1 . ~ R670.00' R30,00' • ~ l
NE 0 17,00' _ ~ _ ~
2
~ ~
~ ~ 5.00' ~ R25.00' Z0. ~
1 ~ r\ 1 i
R40.00' 4 30" CURB & GUTTER R15.00'
L-6o1 TYPICAL
/011 1.00" R75.00'
1
r MODULAR CONCRETE ~ CHECKED BY v BU
L•6m RETAINING WALL e s
4' STRIPED ~ ~ - - - - EXISTING FARM PATH DEDICATED DEP
100.00' CURB RAMP 2 BIKE LANE 34.00'
18.00' 6150 L-601 J TYP.
5.00' FUTURE MOBILE 70.00' . i:i: ?i~r':?:: iir. Gf: i,:. i:i! ~:c7.'i:i(4 ~ :r: .v :ii? ic'::rr'. i:'i: a::'::•::::.:•::.:::::::.°::::::.......,,. A955 & R60.00 APPROVED BY O
5.00' UNIT GREENHOUSE 03. 2 V
INCLUDED IN A956 SEE ARCH. SHEETS 9 53' 18.00' 1TS I KMD R3o.ao N~e ~
10 6.50' IMPERVIOUS .0 9 .00 CALCULATIONS) 17 b
22.00' R LO' R30.00' R75.00' PROJECT NO. 41
85.00' I R20.00' 00' R5,00' 18 00' P.
00 85,00 0 R10.00' R5A0 6 20.00' 9.0( 10 9.0 1 11002 f H6ROL 20
1Q .00-- I R20.00 R5.00,
22.00' ~Y/ R5.00 9.00' 19,00' R5,00' I AND ENGINEERING DRAWING IS GIVEN IN
36. 3, R5.00' 30.00' 10.00 GREENHOUSE R40,00' 85.00' S << . rid 1 COPYRIGHT NOTICE: THIS ARCHITECTURAL 40 00' R40,00' ?0.00' R30.00 20, 5.00' CONFIDENCE AND SHALL BE USED ONLY 20,00' 1W) PURSUANT TO THE AGREEMENT WITH RATIO
1.00' 1Q 11 R20.00' R5.00' 810.00' ARCHITECTS, INC. NO OTHER USE,
R5.00' R5.00' 1.00 R5.00' R5.00' R10.00' S' < 40,00' DISSEMINATION OR DUPLICATION MAY BE < MADE WITHOUT PRIOR WRITTEN CONSENT
OF ~ OF RATIO ARCHITECTS, INC. ALL COMMON L-1 V RAT LAW RIGHTS OF COPYRIGHT AND
RA I 10 OTHERWISE ARE HEREBY SPECIFICALLY
MATCHLINE L-1 02 GENERAL NOTES: RESERVED.
1, Field topographic information taken from digital file from Bass, Nixon & Kennedy Inc. Consulting Engineers SHEET TITLE
See Sheet L-104 for Drawing Legend dated : October 14, 2010 BEFORE YOU DIG 2. Boundary shown is taken from digital file from Bass, Nixon & Kennedy Inc. Consulting Engineers. TO 3. Wetland areas are taken from field survey digital file from Bass, Nixon & Kennedy Inc. Consulting Engineers. Layout Plan
S 4. Dimensions are to face of curb, face of structure, conrete edge, asphalt edge, or as indicated. See Sheets L-500 Series for CALL 1 800 632-4949
Pavement Markings and Signage N,C. ONE-CALL. CENTER GRAPHIC SCALE
IT'S THE LAW 40 0 20 40 80 160
SHEET NUMBER
( IN FEET )
1 inch - 40 It. 10 1

~ MODULAR CONCRETE
L-603 RETAINING WALL
~.-1p1
18.Q0' 10Q.00' DEDICATED EXIS ~
6,50' 5.00 . BIKE LANE 34.00' TING FARM PATh
5.00' FUTURE MOBILE •
03.2 UNIT A955 & GREENHOUSE SE R60.00
9 53' ~ , 1800 (INCLUDED IN A956 SEE ARCH. SHEETS SHEETS
.QO 1~ 9 6,50' IMPERVIOUS .00 R30,D0 17 .
85,00' 22,00 R ~ CALCULATION5) 00
820.00' ~ 85,00' .oQ ,QQ' RS.Qa' R30,00' R75.D0'
S ,QOM RiQ,00' 85,00' LO 6 18 .DO' ~
zQ,oo z2.oo' 10 , R2Q.Q0 90' 20
R5.Q0' RS,00' ,00 DO' ,D4 Owner
R5A0' 36• 9.00` 5 F ~ 30.Q0` ~ GREENHOUSE 19.00' RS.oo' 4 R4a,4o' zo.DO' R30.oo' Wake County Public School System
1.00' 10 3. RS~00 10,00 840,00' 85,00 85,00 1 .00' 11 820.00 R5,Q0' R1Q.00' 5 R4o,oo i ~ 5551 Rock Qua Road
85.00' 85,00' 810.00' 20, 5,00 n'Y . .i 20.D0' Raleigh, NC 27610
85,00' 22. 810.00' L..., 00 . I.. L~' L:`1 K 44.40' - (s19~ 85a 1600 . r . , ~ , , L 820.40'
RSAO' r ~ ~ '0° 6 .QO RS.oa' Ria.on' ~ BIKE RACK 6 83,00' 5 . 88,17 83.00
9.aoi 10 ,oo o,QQ' . 10 85,00' 3 5'x20' PASSENGER ~ . L ' ~ 8 TOTAL L-6az , . ; . ~ ~ R4D.00 840.00
5 Architect
3, .00' L•603 LOADING ZONE r 1 .OQ .OQ ~ ~•60;E ~ 1 .00' ~•60:0~'i~' RATIO Architects, Inc. RS.oo
14 10 1~ J ` '1 ` " ~ , ; ~ BOLLARD TYP. ..':'`"'A~:',`'? 135 E Martin Street, Suite 101 L, ao,oo
14fi. 85AQ' $ 5.. , ',I~ < N J ' L-602 See ARCH, Sheets 835,25" Ralei h, NC 27601-1371
R5.Q0' , B t ~ . RS.00' 85.00 810,00' i.~, t,`~ ~ ~L ~ ~ : 5 far Location) 44.00' (919) $21-0805
.00' 85,00' 22,00' 85.00 8 1 ~ ht '
6 .0 ' 85,00' RiQ,00' St, 18.40' 22,Q0' 0' 10 .00' RS.OQ' 18,00' 25.00' ' 8100,00' Landsca a Architect
10 6 0 30,00 30.Q0' 6.00' 1Q,50' 32A0' p 24.oD' INcNeely Associates PA
85,00'
35 0' § 810.00' lo,SD' 5501 McNeely Drive Ralei h, NC 27612
la R3. F 1 ,OO 1 R5.Q0 85,00' 1 .DO 1 9 R~aoo' [phone]
85,Q0' 85,00' 810,00' DUMPSTER LOCATION 840 QO'
85,00' 85,00' 820,00' 810,00 7 Ri 5" CONCRET PAVING 4" CONCRETE 5 & 6
.00 22 0 RS,OQ' 0'00 85,00 R5.00 ~ .QO RS.00' 85,00' TYF, L-601 Structural En ineer TYP. L-601 - ~
8 .14 10 ~ .00 0 .0 ,0 ,s , 5: LHC Structural En in g eery
1 .9 ~ s , 1015 Wade Avenue ~0
` ' ' $ STEPS w HANDRAIL ]DINT FINISH 5 & 6 ':•ri•r:i ...........:::.i: i•ii :{f: rr.'i'.:•i::ii(':iEi:ii iri:'ii:i l Raieigh, NC 27605
TYP, L-sa1 0.00' 15,oQ` . ,~i L-607 GAURDRAIL & CHEEK WALL v~~. 919 832-5587 ( )
, x- 3 .00'
15,00 f~ `I. •
HEAVY DUTY PAVING 10 10,00` Rzo.QO , Civil En ineer
TYP, L-fi01 5 ~ 20.00' ::•:?'::r CONCRETE WHEEL STOP $ 1o.DO' 4 • w---~- 45.DD' Sass, Nixon ~ Kennedy, Inc. 15.04
102.04' . L•60F 6310 Cha el Hill Road S ~ ~ 5.50' P cite 250 3D ao : Raieigh, NC 27607
116,14' ( } , 999 851-4422
TAPERED CURB 4 y: „ f
HEAVY DUTY PAVING ~o
PARK GATE 3 ~ ~ ' _ Plumbin IMechanicall TYP, L soi _ _ g ElectncallCivil
::::.:::::r. r:::: The Wooten C om an p Y
SOFTBALL FIELD ~ 120 North 8a Ian Avenue Y
L-610 15.00'
r;~ f / [phone]
26.00` • `
' 1~ ' 10,00
Rnofin Consultant
• ~ ~ • Rzo.oD' Stafford Consulting Engineers
ti 130 Edinbur h Sauth Driv / g e
10'xS0' BUS a Ca NC 27511
. 'F L-603 ~ 919 461-$125 LOADING ZONE 83.00 ~ ( ~ RzO.OD' R65A0
a << STEPS w HANDRAIL
PERMANENT LOCATION STAKE 15 ~ ,.1 L-602 GAURDRAIL .CHEEK WALL TYPICAL L-601 830,00' : ; ~ Food Service 5 830,00
N=785371.54 EIAGPOLE ' L- 3D,00' R3A0' 6io 4 30" CURB & GUTTER PooDesign Associates
.<<; E=2164358.31 N=785367.67 ~ L-601 TYPICAL 5828 Oak Drive
149.08' ~ E=2164642,45 fi" CONCRET PAVING ~ F~ ; 14,00 Charlotte, NC 28227
TYP. L-601 ~ R8 ` 5. 3 R3.DD' [phone] ' 3 ~
~ s
L ~ ' < s theater Consultant CON R C ETE WHEEL STOP L-601 TYP. Stageworks
15. o' 81,ao'
. p 5,00' 1100 Ca ital 81vd
z ~ ~ R I i aegh,NC27603 919 839-22
ti . z .DO 17,0 '
SCOREBOARD , 60.00 ~ . ; ~ 46.00' P119 SEE ARCH. SHEETS . , 13
~ 13
' ~ ~,2,Q,0~' 2aoQ K . R5.o0' 19,ao' , 85,00' 24,00' R5' 9.40' TYP, 85,00'
TENNIS COURT ~ 6.00' 0' R2D,D0' ++~pFIFN! CAR ++`+u?uFlr!!?!!~.
2 COURT LAYOUT L-609 ' - ~ ~ ~ f R5,D0' ~ 0~ ~ CARP a. D .00 85.00 ~ ~ p~ /y '4 F-~ 4
. 4,. 8, 4' e. .~p5 AR~•. 9 ' ~ .•~pNDSCyA,, 4
t 'o F CURB RAMP z .a 5' ~ i : J y~~•. 's
l~ p CURB & GUTTER L-601 ' 0 ' ~ ; w n ; ~ ~ a. o} 3 00 2b ~ -w 830, = ~ ; ~ C- 39 ~ • ~ - - • W ~ •
u~QQ' 1. .oo' 04 .W 299 z3 .oo' 3.0' ~ :Y~, ~ o z: a. o ,o . Q,
97.00' • ~ o ~ ti. . 0 85,00 F a . , ti 19.00 '
20,Q0' TENNIS COURT 5 ~ ~ 5 5 19,00 ~ e ,
BOLLARD 4 COURT LAYOUT L-6n9 . E ? L-fioz TYP, 6' CONCRETE 8' 0 R 24.D0' 85.00' h,~! ASSQC +++e ~iy E , PEDESTRIAN ~ 8. 0' 85,00' RS.OD !!!lrurFp''+ !`!!!n FlFnE+++
' . I .oo .DD , WALKWAY 5.00
.0 9.4 ' 9
.00' 4 , . .
6.00' ~ i 5.oa' ~ - SET
10,00' 4; 8 , z4.0D l9.oa'
. r . , . 7z o' S 00 9
6,00' ~ RAIN HARVEST R5.4o' R5.D0 85.00' 85,00' SHEET ISSUE
CISTERNS LOCATION 04.08.11 85.00 24.OD 85.00` 85,00 R5.D0' `
5 . ' c 6.00' 5.00';~~;; -...I 9,04 7YP, 85.00' ~ 85.04
< . 117.00' 2 24
t~ s, '
n • 6.00 ' D' HEAVY DUTY PAVING io .Da'
L S 18 ,QO TYP, L-601 21,00'
~ ti 11.00' z15,oo'
EXISTING ~ 35,00' . . RS.40' 85,00 85.00'
WETLANDS ''4 85.00 24.00 85.00 85,04' BIKE RACK 6 S.QO , 0
L-602 ~3 85,00'
6" CONCRET PAVING ~ ' `k TYP. L-601 .00 .00 85,00'
S, 4,0 ' $ 9.0 9 . lA '
4. ' x.41 ' R 1'.
1G . PARK GATE 3 ' L-615
I t 5 00' 27,00'
iZ' WIDTH 6 4' CHAINLINK ~ DOUBLE GATE L-609 / S \ tn~ ~nirnru n. o' 9 i
n
.l V Y Y 1 V l f 1 FENCE L-602 L 609 DOUBLE GATE 5 34.00' 45,00' 24.00' Ky,UU' - R5.00' R5,00'
R5,00 R5.00'
0oL R5,00'
/ Y: r, I / :;:Y: .:`L'. .Y:.': :.T.I .S 7.:.':. 44.00 ,0 25
IN. 30.00` 1 21.00' 30.00' ~ 8` CHAINLINK ~I. . - 30,00' 24.00' 2 S.0 ' 30,00'
/ FENCE L-610 <I CHECKED BY
S~
v c L......... R20,00 20,83 Q S
< 5' . 132 ` ! . R20,00' DEP
x xx xx F 4 -6 'CONCRETE 30,00
30.00' x x / R40.00' N=784941,04 PEDESTRIAN xx ---e x WALKWAY 25,00' APPROVED BY
/ E=2164922.62 20,00' N=184 XX. 20,00' N=184934.14 xx I
E=216 N-784933.48 6,00 R30.Q0 E=2165112,51 6,00' KMD E-2168142,49
29M' CO
6,50 41
N=184926,55 x PROJECT NO.
L-104 110021 H6ROL
MATCHLINE L-104 L-103
MATCHLINE L-1 03 `T COPYRIGHT NOTICE: THIS ARCHITECTURAL
FA AND ENGINEERING DRAWING IS GIVEN IN
CONFIDENCE AND SHALL BE USED ONLY GENERAL NOTES: y~j PURSUANT TO THE AGREEMENT WITH RATIO
ARCHITECTS, INC. NO OTHER USE, 1. Field topographic information taken from digital file from Bass, Nixon & Kennedy Inc. Consulting Engineers DISSEMINATION OR DUPLICATION MAYBE
MADE WITHOUT PRIOR WRITTEN CONSENT dated : October 14, 2010 OF RATIO ARCHITECTS, INC ALL COMMON
2. Boundary shown is taken from digital file from Bass, Nixon & Kennedy Inc. Consulting Engineers, LAW RIGHTS OF COPYRIGHT AND
RATIO 3. Wetland areas are taken from field survey digital file from Bass, Nixon & Kennedy Inc, Consulting Engineers, OTHERWISE ARE HEREBY SPECIFICALLY RESERVED.
See Sheet L•104 for Drawing Legend 4, Dimensions are to face of curb, face of structure, conrete edge, asphalt edge, or as indicated,
SHEET TITLE
BEFORE YOU DIG
See Sheets L•500 Series for STOP Layout an
Pavement Markings and Signage CALL 1 800 632-4949
N.C. ONE-CALL CENTER GRAPHIC SCALE
IT'S THE LAW 40 0 20 40 80 160
SHEET NUMBER ( IN 1=E>Jx )
1 inch = 40 ft. L-1 02

L-1.02 L-102
,D ' 25 I '
S. ' R40,00' c•. 30,00 30.00' ~ Imo--- 44.00
L, ~ L 30,0 21,00
f 20.83'
L,. LI ~ i (p<! tl . ~ Y I ~ A{' '.LI L L L i<... 1. ~ ~D, a~' l t~. L ~ w 1. 'L, ~K. .4 b ~ L; ! ~I { R20,D0
' ~ Z ~ R2D.00' <; ~ ~6p0o' • R' • k3? 4.. • ; ~ R3D.OD Owner
yy~ ! ~ F . ~ ~ 6 CONCRETE
v L e! . ~ • ~ ~ r~ ~ ~ PEDESTRIAN z5.oo' Wake County Public School System F ° WALKWAY
~ R40.00 N=784941,04 xx 5551 Rock Quarry Road xx xx xx xx xx 5.00' R3D.oD' Raiei~h, NC 27610
L; . _ 20,00' N=184934,14 N=764933.45 , . E-2164922,62 -N=764933.45 6.00' i (919} 850-1800
\ E=2165122,51 F.=2165142A9 s' ~ F.-2165142A9 29.50'
iF . 5.50`
tl I ~ \ G, N=184926,55 x Architect
x I E~216§342,37 12 .o RATII~ Architects, lnc.
x I 19 DD' I4 135 E Martin Street, Suite 101
~ 6" CONCRET PAVING . I / ~-bol ,oo Ralei h NC 27601-1371
f F 15 g I PERMANENT LOCATION STAKE x 85.00 R5 00' I (919) 821-08x5
E I / k~ ~ TYPICAL L-601 x z4.aD' _ sz.DD 9 9.00'
.'rL L_-~ .00
L Landscape Architect 19 ~.nD 1 -
t . 2.D 3,D ~ g McNeely Associates PA
L1 9.00' 2.0 x s o ' I sl DD' 5501 McNeely Drive
5 SHOT PUT x .DO 24.00 I Raleigh, NC 27612 .o ~
x x 1•s12 [phone] 9 5.0 5 00
{ ,L 85,00' 85.00'
p 2 8' 0 27.OD 24~D0 CURB RAM x ~ ; s o' Structural En ineer
L~ TYP, L-6o1 x R5,D0 .oD LHC Structural Engineers
X 19 Do' 10 1615 Wade Avenue
x CONCRETE WHEEL STOP 90 OD RiD.DD Raleigh, NC 27605
i L-6a1 [phone] TYP, R2 .no'
~ .11.00' 5,00' OPENING IN FENCE . . x
;h•:::•:,•::•:,:::~::~:: ~ , : x 6.50'
I 30.OD' Civil En ineer Rzo.
Bass Nixon & Kennel Inc. 19.00' : f• ~ y,
~ r 2o.Do 8310 Chapel Hill Road, Suite 250
Ralei h, NC 27607 g 2oo.oD'
I~;~.~:,:::.: • . 360.00' 35D.DO` zD.o [phone]
6 5PEEb TABLE
L-603 Plumbin 1MechanicallElectricallGivil
. ; s 8' HIGH CHAINLINK
FENCE x The Wooten Com an x ~ y
L 120 North Boylan Avenue Ralei h, NC 27603
9 919 828-0531 ( )
;:a::•:::::~::::.. . x
~ ~ ~ DISCUS ~ ~ L-612 x . x
Roofin Consultant
~ I1 \ L, ~ I JOINT' i INISH 5 & 6
y. L-601 Stafford Consulting Engineers TYP. 130 Edinbur h South Drive 9
< ~ 4 Cary, NC 27511 x BASKETBALL COURT ( 19 481-$125
j X L-615
L4 ~ 1 S.OD`
i ` 1 OPENING I FENCE
' L ~ z CURB RAMP @ < x . x 1 ~ ~ L-sal CURB & GUTTERTYP. Food Service HEAVI=QUTYPAVING to
' L L-6a1 FooDesign Associates TYP.
PARK GATE 3 < ' ! r / 5828 Oak Drive
L-615 ~ N=784573,67 L ~ ~ < '3,67 Charlotte, NC 28227 3a,o1 704 545-6151
E=2165130,07 N=784566,71 ( E=2165329,96 x
TOP 8 N=784581,25 coNCRErE wHEE~ s E=2164910,21 x
L-601 20,aD' N=784574,35 TYP~ 20.00' Theater Consultant 20.00 ~
' ' ' . xx x xx xx E=2165110A9 Sta eworks
W w 3 x xx xx ~y ~ ~ .L L..::::, ~ 10,0( xx xx ~ io.o4' xx xx xx 1100 Capital Blvd
H Raleigh, N
$3. 0 • ,RisD.ao' (919 839-2288
~ { 9.0 6.00' 1'
Rs.nn' 19 , Q 24,oD' .aa-- ,
QNING 24,00' R5,00 R5.00' R5.00' ,0 ,0 ' 25.00'
I ~7URAL R5,Q0' - .00
CARpC ?h,i CAf~p~ hr,
13 ~ • fro, 0 . CApE~q•' H9 ~s 0 '•NDS~•. ~9 HIGH SCHOOL PHRSE LINE ~ ,•x;05 Rc~,. ~ ~ •sA•, ;
1 7,0 ' , . .a
3$ 00' 13 ~ : k y', i 112.50' •w° ;w k• ~ :w C-39 .r 2.99

4.00' R5,00' 85,00' 9 . o' ~ Aj , ~
24,OG' 16 R5,00 d F,~ 1
144.00' J???PIPliI?1t~~ ~??f?? NI?~~,
13 ~ I
z.D 17.a '
2.0
Rla.oo' ~ aq' 162,na 13 3$ 00
R1o.Da' BID SET
R5,00'
24.D0' R5,Q0 29.00'
RS.00' R5.00' R5A0' SMEET ISSUE 04.08.11
10.50' 13 ,
11.00' ' °
6,50' 24,00'
R~.oo' a$. n' 12 3$ aa'
n' R5,00' ~
85,00' ~ R5.00' 815.0 24,00
137, 1Q 9.0
90 00'
4' STRIPED ,
BIKE LANE
R20.00' ~ EXI5TING
1 R20.00' ~ i WETLANDS
R361,~D'

i r r
&3(0" CURB & GUTTER EXISTING
10' ASPHALT YPICAL U/G GAS LINE CHECKED BY ev c
I BIKE/GREENWAY TRAIL I s
' DEP A
2 CURB RAMP
6oi TYP. s.. J
APPROVED BY 0
y 0 CIO
KMD
PROJECT NO. 41
oj~ y 110021 H6ROL
e-
J / r AND ENGINEERING DRAWING IS GIVEN IN
F COPYRIGHT NOTICE: THIS ARCHITECTURAL CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO
ARCHITECTS, INC. NO OTHER USE,
DISSEMINATION OR DUPLICATION MAYBE MADE WITHOUT PRIOR WRITTEN CONSENT
OF RATIO ARCHITECTS, INC. ALL COMMON
A I I LAW RIGHTS OF COPYRIGHT AND R OTHERWISE ARE HEREBY SPECIFICALLY GENERAL NOTES:
1, Field topographic information taken from digital file from Bass Nixon & Kennedy Inc, Consulting Engineers _ RESERVED _
dated ; October 14, 2010 SHEET TITLE
2. Boundary shown is taken from digital file from Bass, Nixon & Kennedy Inc. Consulting Engineers,
See Sheet L-104 for Drawing Legend 3. Wetland areas are taken from field survey digital file from Bass, Nixon & Kennedy Inc. Consulting Engineers. BEFORE You DIG 4. Dimensions are to face of curb, face of structure, conrete edge, asphalt edge, or as indicated.
Layout an
~
T 0 a CALL 1 800 632-4949 GRAPHIC SCALE
See Sheets L-500 Series for N.C. ONE-CALL CENTER
Pavement Markings and Signage I T°S THE LAW 40 0 20 40 80 160
SHEET NUMBER
( IN FEET )
1 inch = 40 ft.
L-1 03

02 L-~ 02
i ~
I
I LEGEND 0.-100 Shee# Series ®nl
~ ~ 1 U,OO' '
I ,G~ ' r
I DETAIL FLAG DETAIL #/5tiEET # I ~ 6. G
L-601 O
W
4 ' 6,00' ¦
i G
l a I I ...St 1
~xisr~~~ ° a c 7 I : ' ~ 35,00' r OWn9r
'a ~ U" CONCRETE PAVING I ~ " - ~ - . Q a, L-601 ~ WETi.AIV(}S I I G Wake Count Public S y chaol System
I I I ti 5551 Rock Quarry Road
S&6 ~ I I • ~ Kr: Rafei h NC 27610 g.
4" CONCRETE SIDEWALK I I L-fiai I I I 919 850-1600 ~ ( )
I 1 ~ G L :
i2 NUMBER OF PROPOSED PARKING SPACES I ~ I i I <
I I z 4 Architect ~ 4 CHAINLINK
ACCESSIBLE RAMP I I L-soi I I L-6o2 ' ~ s~ATlo Architects, inc. FENCE 6" CONCRET PAVING ~
I I J ~ ~ 1 135 E Martin Street, Suite 101 ~ \ 8' CHAINLINK 6 TYP, L-601
BENCHMARK 1 I ~ ~ ~ ~ ~ i Raleigh, NC 27601-1371 i . ~i ~ FENCE L-61a (919}821-0$05
I I a ~i ~ ~ i \ 8,00' • ~ .
ACCESSIBILITY LANE STRIPING 3 I I ` ~ ~ i L-S01 1 ~ ~ ~ ::::::::•'rr.'.'c:ii•i:r:'rr:iii:i•rr?r?ri:•rc:•::•:::::~:i+•ir:•;'r.i•;,:~::::;•:::::::~::~:':•. ~•::::...::::~:::::~:(:'iirirr:4ii'rirrirr:i:::ri6ici:•:i:?....... R40.OU
I I ~ ~ i I ~ ~ 5 : , < G~ Landscape Architect
PUBLIC EASEMENT 4 r ~ ~ I I ~ ~ ~ e\ ~ ' McNeel A
< , . CULT s ~ ~ • ~ ~ ~ . 5501 McNeely Drive
4 I ~ ~ ~ PnLE VAULT 3 30 CONCRETE CURB AND GUTTER I ~ ~ , : .~Q• ~ ~ . G Ralei h NC 27612 L-612 f , ~ ~ . ~ g '
L•661 I ~ PROPOSED BIO-RETENTION L-612 I ACCESS & MAINTENANCE EASEMENT s - ~ `'..'.G,. : (919}782-9677
a- PROPERTY LINE i O e
I I $ r ~ x xx , 30,00`
ADJACENT PARCEL BOUNDARY I J G. , R40.00 N-184941,09 Structural En ineer ~
I ' E=2164922.62 LHC Structural Engineers is ~ ~ ~
I xx 8' CHAINLINK FENCE I I ; ~ ~ 1015 Wade Avenue
I I j ~ I l ~ . ' ~ ~ Raleigh, NC 27605
4' CHAINLINK FENCE I I I I G. I (919 832-5581 ~ ) x I
I I I ~ x
F.F FACE TO FACE I I I 1&2 I PAVING PATTERN I L-~ 3 I Civil En ineer
'f 4 . 4 I l _ ~ < I ~ Bass Nixon & Kenned inc.
1 B-B BACK TO BACK I N-789869,97 / ' y= I ~ I ~ 6310 h
l I f E=21&9513,16 N=784863,69 G ~ C apel HIII Raad, Suite 250 I ~-2169692,82 ~ 1, _ - Raleigh, NC 27607
OA I I I OVERALL G 919 851-4422
I 2.00' I . ~ <
I I 6 I I ~ 4 i G < { ~
1 I ! f~lumbin IMechanicallEl I ectricaflCivif < . ~ x
I I t l F, ~ ~ The Wooten < ti <; x Company
I I 4.50' 4.50' 120 North 8o Ian Avenue ~ • , ~,G Y
I I I d4 L l ' Raleigh, NC 27603
I I I 6 , . ~ 919 828-0531
I I. ~ I X., I I LONG JUMP 1 x x ~ x
4 I GRAPHIC SCALE L-61z ~ { < < I . ; • . _ Roofi ~ Consultant
I I I G , < PERMANENT LOCATION STAKE 15 i ®i ` •
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I 1, Fieltl topographic information taken from digital fife from Bass, Nixon & Kennel Inc. Consultin fn ineers Y 9 9 ~ I I ( ARCH, SHEETA/118 FOR ::::.':::k::.:::::::•.:::;;>,.:,:• ~ ` EXTENTS AND LO TI ..:~;;t::..'~:.. 5. 5828 Oak Drive I CA ONS)
dated :October 14, 2010 , . . I I ~ i ~ 2. Boundary shown is taken from d3g~kaf fEle from Bass, Nixon & Kennedy Inc, Consulting Engineers. ~ . Charlotte, NC 28227 ~ ~ G dl LI x
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III 1 ~ 1 ~ / f ' \ I t' ~ ! i ~ I _ / n~ l l / l ~n ~ I I, / I 1. Fiel 135 E Martin Street, Suite 101
I~ 1 EXP573e'rtm ~ / ~ I I i _ .1 1 l 1 Irmin: xaFC~ I 4 I A ~ 1 / / ~ ~ I ~ ~ f / f d topographic information taken from digital file from Bass, Nixan ~ Kennedy Inc. Consulting Engineers Ralei h NC 276 1- L -y I daterl :October 14 2 g , 0 1371 010 919 821-0805
1fr ~ J / ~ / , ENYGUT: 395,53 I / ~ ~w ~ \ ~ ! ' / 1 ~ / 1 / 1 / i / / / / / I 2. Baunda shown is taken from di ital file from B ~ ) ry 9 ass, Nixon & Kennedy Inc. Consulting Engineers,
~ ~ / ~ / / 1 / ~ ' ~ ~B5-~ 4 I ' / f L/ J~ [IOT MATEAGL STCMDUEPPFA / % / / / / 1 1 ~ 3. Wetland areas are taken from field survey digital file from Bass, Nixon & Kennedy Inc, Cansultin En ineers. 9 9
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1 ~ ~ / / I ~ / / / i ~ o~~M~o/ GRAPHIC SCALE 5501 McNeal Drive / Y
1 ~ l 1 ~ ~ / l i I J I / f / i I ~ - - ~ ~ / / / ~ / ~ ~ ~ / ~ / ~ I 1 1 I 1 / I / ~ / CALL 1 800 632-4949 ~o0 0 5o iao Raleigh, NC 27612 . ~ / / N.C. ONE-BALL CENTER zoo ~o [phone]
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?UT: 403,80 / / 1 ~ ~ / v ~ \ ~ v v \ ` ~ ~ ~ - ~v _ ` ~ ~ " ~ 5551 Rack Quar Road ti ' ~ ~ ~ ry
/ / ~1 1 \ \ ° ~ / + Raleigh, NC 27610 / ~ ~ / I (91s) s5o-16ao
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~ / / / ~ ~v, I \ \ \ ~ \ \ \ ~ ~ I 1 I ~ / RATIO Architects, Inc.
/ i II \ ~ \ / ~ / ~ v v P / / / IJ ~ ~ v v v A r / \ ~ ~ ~ / 135 E Martin Street, Suite 101
I II / ~ ~ l / Raleigh, NC 27601-1371
I I I I ~ ~ I / [phone]
~ { 1 hi \ 1 t , / / 1 fMPORARY CONSTRUCTION s I I I l
/ / 1 / I / \ I / / / ~ ~ V A 1 I ~ ) t E TRY TYP. ` L-604 / I I / 1 ~ / ~ ) I /
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/ / / i' ~ \ 1 \ ~ / I ~ i ~ 1 ~ ~ I! / ~I McNeely Associates PA
/ ~ I 1 I / ~ f ~ ~ ~ / 5501 McNeely Drive ~ 1 ~ I /
\ / / / ~ / I / / r" f ~ / ~ / \ ~ ~ 1 / I Raleigh, NC 27612 ~ TEMPORARY SIInT FENCE a 1 /
\ / / / F i ~ ~ I I \ / / I Q ~ t / / J ~ ~ ~ t t ~ I / [phone]
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l / ~i V ~ ~ I I i l I / / ~ f I / ~ ~ ~ ~ / I ~ I / 1015 Wade Avenue / ~ ~ 1 / / \ ~I ~ / ~ ~ / ~ ~ z Raleigh, NC 27605
/ / / 4 1 r I ( E / / / / Q / / / y, ~ ~ EXISTING TREELIKE / / / / I ~ 1 / l C ~ - ~ 919 832-5587 / / / / ( )
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/ / / / F / 1 v i I I 1 1 1 a~ / r r I / 1 1 ~ I / ~ yl i ~ I I I / ~ ( ~ ( / ~ I ~ I 6310 Chapei Hill Raad, Suite 250
/ / Q / \ ~ \ / 1 I i I / ~ ~ ~ 1 ~ 1 1 I 1 / / / / 1 ~ 1 / ~ ~ i / I ~ I 1 ~ 1 I I l / t / Raleigh, NC 27607 i / I \ I I
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/ ~ k ~ i I I I 1 u - / I ~ /f ~ f I / I t / ) I I I 120 North Boylan Avenue
f l F 1 ~ \ ~ / I I I I \ ~ - .r / / I I I ~ I I Ralei h NC 27603 1 I I / 1 i~ i g, / - _ I I I I / I (919) 82a-o531
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~ ~l / I / ~ I 1 1 1 / / / ~ - l ~ 1 / I J I / I / 1 130 Edinburgh Sauth Drive
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i ~ ! ~ ~ \ _ i l f i ~ / / ~ / / / / / 5828 Oak Drive I / / /
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Erosion Control Plan will be Reviewe I be Reviewed See Detail Sheet L-805 for Construction
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HIGH SCHOOL
1001 EAST YOUNG ST.
ROLESVILLE, NC 27571
Owner
Wake County Public School System
5551 Rock Quarry Road
Raleigh, NC 27610
[phone]
Architect
RATIO Architects, Inc.
135 E Martin Street, Suite 101
Raleigh, NC 27601-1371
[phone]
Landscape Architect
McNeely Associates PA
5501 McNeely Drive
Raleigh, NC 27612
[phone]
Structural Enaineer
LHC Structural Engineers
1015 Wade Avenue
Raleigh, NC 27605
[phone]
Civil Enalneer
Bass, Nixon & Kennedy, Inc.
6310 Chapel Hill Road, Suite 250
Raleigh, NC 27607
[phone]
Plumbing/Mechanical/Electrical/CiviI
The Wooten Company
120 North Boylan Avenue
Raleigh, NC 27603
[phone]
Roofina Consultant
Stafford Consulting Engineers
130 Edinburgh South Drive
Cary, NC 27511
[phone]
Food Service
FooDesign Associates
5828 Oak Drive
Charlotte, NC 28227
[phone]
Theater Consultant
Stageworks
1100 Capital Blvd
Raleigh, NC 27603
[phone]
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1. Field topographic information taken from digital file from Bass, Nixon & Kennedy Inc. Consulting Engineers RATIO OTHERWISE ARE HEREBY SPECIFICALLY
1C4 dated : October 14, 2010 1 RESERVED.
2. Boundary shown is taken from digital file from Bass, Nixon & Kennedy Inc. Consulting Engineers. SHEET TITLE
3. Wetiand areas are taken from field survey digital file from Bass, Nixon & Kennedy Inc. Consulting Engineers.
Erosion Control Plan will be Reviewed See Detail Sheet L-605 for Construction BEFORE YOU DIG
and Inspected by NCDENR Sequence and Seeding Schedule
S_ TO P Overall Erosion Plan
CALL 1 800 632-4949
N.C. ONE—CALL CENTER GRAPHIC SCALE
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~ v 1 / ~ I ! f l I i 5 4a ~ ~ ~ I I / f ~ ~ ~ ~ 135 E Martin Street, Suite 1p1
I ~ \ 1 ( ~ ~ I ~ I I ( / / / 4p ~ ~ Raleigh, NG 27601-1371
( i / ~ ~ ~ ~ \ \ 919 821-p805 l f / / ( )
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I I,' I l I ! r 1 ~ ~ ~ MciVeely Associates
I 1 I l , ~ ~ 5501 McNeely Drive 1 flI /
v v ~ I l 1 t \ 1 1 ~ 1 I l , / f / / i / ~ ~ ~ Raleigh, NC 27612 E i( 1 f ~ 403.5a ~ Q o
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f / l / i 1 ~ 1015 Wade Avenue i l/ / l ? f ) ~ ! a ~ ~ ~ f Raleigh, NC 27605
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v L-say l i • ~ ~ ~ ~ \ ~ TYP. ~ I I ~ . r ~ r / ~ I The Vii'ooten Company r rr r TS LNG ~ ~ f I ( ~ /
~ L~.1 \ ~ r ~ ~ 1 1 120 North Bo lan Avenue r i i 'PVC ~T E ~ ~ I I D E Y
~ ii ~ ~ 1 f ~ Ralei h, NC 27603 , ~ ~ 9
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\ I / \ 1 1 _ - _ ` - I Roofin Cansultant
~ v L~ 1 1~ ( t \ \ 1 i l Stafford Consulting Engineers
~ ~ , / ~ 1 ~ \ ~ ~ ~ 1 I ~ ` I ~ I ~ ~ 1 f r 130 Edinburgh South Drive
~ ~ ~ 1 \ - ~ . . 1 ~ ~ ~ ~ ~ ~ I ~ \ 1 I ~ t \ \ I I ~ I v, Cary, NC 27511
~ ~ ~ I 1 I ~ 1 ~ I I I ~ I ~ I 4 1-8125 ~ ~ I ~ I I l~ (919) 6
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\ ~ \ 1 E I ( f ~ ~ ~ ~ ~ .I FooDesi n Associates l I ~ 4 ~ ~
v I 1 I I ~ 1 ~ i ~ i I 5828 Oak Drive
( t I I v I I~ Charlotte NG 28227 i I I ~ 1 ~ I I, '
~ \ _ _ - "Y ~ EXISTING TREEI.INE ~ 1 a 1 I I ~ I I ~ ~ I l 1 l I ~ 't _ I I ~ 704 545-6151 I I I I 1 4)
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w t. ~ \ 1\ 1 ~ I / / f I I 'I 1100 Ca ital Blvd 1 f f I f I ~ 1 P f ~ .I I i Raleigh, NC 27503
~ ~ \ \ 1 f J j ~ I / i 1 I~ I ~ I I I I I ! (919)839-22$8
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L I 1 1 1 I 1 I I I PROJECT NO.
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f v v -j -17-7 v \ EX TING I ''I COPYRIGHT NOTICE; THIS ARCHITECTURAL V L' I I J I % ' AND ENGINEERING DRAWING IS GIVEN IN
~ ~ i \ _ ~ Eli TING ( A BLO OFF \ C3_ 1 / \ j r l I • CONFIDENCE AND SHALL BE USED ONLY 1
\ ` 1 \ U/G AS LIME- \ EXIS IN f PURSUANT TO THE AGREEMENT WITH RATIO / I I I ARCHITECTS, INC. NO OTHER USE, \
DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT
OF RATIO ARCHITECTS, INC. ALL COMMON
RAT 10 LAW RIGHTS OF COPYRIGHT AND
GENERAL NOTES. OTHERWISE ARE HEREBY SPECIFICALLY RESERVED.
See Detail 41L-606 for dimensi 1. Field topographic information taken from digital file from Bass, Nixon & Kennedy Inc Consulting Engineers i for dimensions extent
of rip rap at all flared end s See Sheet L-204 for Drawing Legend end dated ; October 14, 2010 SHEET TITLE ! flared end sections g g 2. Boundary shown is taken from digital file from Bass, Nixon & Kennedy inc. Consulting Engineers.
3. Wetland areas are taken from field survey digital file from Bass, Nixon & Kennedy Inc. Consulting Engineers. Plan will be Reviewed See Detail Sheet L-605 for Construction BEFORE YOU DIG Overall Erosion an
i
Erosion Control Plan will be
and Inspected by NCDI ;ted b NCDENR Sequence and Seeding Schedule STOP by CALL 1 800 632-4949 GRAPHIC SCALE N.C. ONE-CALL CENTER
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1 inch = 40 ft.
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I\ \ ~ BENCHMARK © ~ j ~ \ , ~ \ \ P \ ~ EXI~`fi NG ~ ~ ~ 1~EM~O RY S~T FEN E 1 1 ~ I I r - \ \ C ~ 1 ~ I I ~ r ~ ~ f ~ L-s , 1 ~ ~ I / Wake County Public School S stem P. f 1 1 I I ~ y
~ I I I \ \ ~ I I ~ _ _ , 1~11ETLANDS ~ I ~ 1 1 ` / 5551 R ~5 1 1 1 1 I J ! / ock Quarry Road
1 { I - 1 I l \ - ~ ~ I / I ~ ~ -f- 1 ` ~ l ~ ~ i I l ~ I ~ ~ I / Ralei h NC 27 1 1 ~ ) 1 ! I / / / / / 9 . 6 D
11 I I I ~ \ \ ~ _ ~ \5~ ~ i l I 1 J ~ / 919 850-1600 ~ ~ I t ( I 1 E / / t / / ( ) J / l f I I 1 I
TEMPORARY CONSTRUCTION ENTRANCE ~ I I I I \ ~ ~ ^ 1 I \ ~ ~ ~ 1 1 ~ 4 I L I ~ ~ -o ~ , ~ ~ 1 ~ I ~ ~ ~ i 11 I I f t
II i ~1 I`- \ \ ~ ~ \ ~1 ~ I I I V ~ ~ V ~ / 1 TREE SRO E OlV FENCE 1 ~ ~ I 1 / I` ~ ~ ~-soa i 1 ~ I I E 1 I 1 Architect
I ~f / ~ I \ ~ 1~YP• 1 ( I I I I / 1 1 J 1 I ~ 1 I I ! i f
PROPOSED STORM PIPE ~ ~ 1 I I 1 ~ \ ~ ~ ~ ~ I 1 11I I ! r v v ~ o~, ~ ~ ~ ? ~ 2 111 I ll 11 v ~ ~ _ ~ ~ i I ~ ! ~ RATlO Architects, lnc. I I 1 I i t 1 I I I 1
D 1 11 1 III~~i I ~ \ ~ ~ \ I I ~ l ~ / I 1 ( , I I 7 ~ ~ 135 E Martin Street, Suite 141 / i / 1 1 I I I I 1 ~ i
~ EXISTING TREELIKE I I d I 1 I ~ \ ~ ~ o v ~ / riii I..-~ \ I I I I 18 Raleigh, NC 27601-1371 ~ R I I l l I / J [ I I f 1 [phone]
I I 1 I h ~ ~ I \ \ . ~ \ I ! I ~ I \ 5 r-- ~s>r-- ~ ,o ` \ ~ ^ PROPOSED TREELINE AND LIMITS 11 11I I I 1' I 1 I ~ F 1 ~ \ ~ ~ ~ 1 f I / ~ f i ~ l I l Y ~ f
~ Y ~ ~ / I t ~ I J I / ~ ~ ~ ~ ~ ~ / / J I I 1 l , l 1 ~
1 1 1 III v~ ~ i, v, OF DISTURBANCE I ~ I ~ ~ ~ a I 1 1/ I~ I 1 i 1 1 I 1 ~ A ~ l ~ ~ ~ - ~ i 1 1 / I ~ I i ~ _ ~ / / / ~ I l l / 1 f ~ Landsca a Architect
11 l I l ~ 1 ~ ~ P / ~ ~ Ii1 I~ II ~ ~ \ ~ ~ ~ / / ~ 1 ~ 1 I I I / _ P _ ~ ~ l ~ ~ I 1 f l ~ ~ ~ - / / / ~ i / I J i 1 ~ / McNeely Associates PA
TD> - TEMPORARY DIVERSION DITCH II I 1~ ( I V / ~ 1 I II I ~ \ ~ ~ ~ / l / ~ , - / ) / I / / 1 i / 5501 McNeely Drive
I1 , I ~ ~I V ~ - ~ ~ ~ 1 ~ I ~ I \ ~'TOP~I" IO WIDE DAM. 392,00 ~ _ 11 l 1 i I ~ ~ r / ~ / / l I / l l ( d i ~ , ~ / / / 1 ~ ~ l Raleigh, NC 27612
---BF BAFFLE FENCE ~ 11. 1 11 \ ~ ~ ~ - / 1 ~ / / / ~ I 919 782-9677 t, / I I 1 1 t
/ / ~ ~ ~ I I l l J~ r- / I / t l ~
SF SILT FENCE 1 I'~ ~ I ~ I~ I A ~ ~„`.~----.r ~ r ~ ~ 1 / / / ~ I ~ Str
~ ~ I 1 392,D0 390,`;0 ~I I !I \ i, , 11 V I I I X 1 w..~ I / / 1 1 Y / ucturaf Engineer
TPF wl1 1 I I ~ I I, I ` ! TREE PROTECTION FENCE z 11 ~ I 1~ , I i ~ - / a 1l ~ ~ ~I~ f r / r/ / ~ i/ l I/ i NERDY DIS IPAT R / r 1 i LHC S#ructural En in ~ ~ ~ , ~ / ~ / / / / ~ g eers
11 it I I ~ ~ ?I I 4 _ 11 ~ ~,I i ~ I r1 II/ I ~ 9 ~ ~ L- 05 ' ~ / / ~ / / / ~ / 1015 Wade Avenue I J 1 / ~ I / I /
I I I ~ I i ~ 390, 392.D x 3f>d,QO PROPOSEp SPOT ELEVATION 11 , y l I ~ I ~ B9 ~ 390. _ i~ I I 1 ~ I I ~ 1 f Ralei h ~2.0~- - I r / I I g , NC 27605 ~ I f I I / 1 ! 1 /
11 , I ~~I~ ~ _ as 11 I I I I i. e f I ~ / / / I 1 I (919} 832-5587
11 ~ l ~ I s 1 I~ FES -FLARED END SECTION I ' I , I III ~ ~ 8 ~ f t I / / / ~ ~ ~ ~ 1 ~ / I ! ( / < / I 1 ~ I /
I / I I1 I~ 1 ( ll dill 1 I / / / / / 1 ~ / GivilEn ineer
11 1 f! I 1 1 i I 1 I i I., Illl ~ ~ I ! I I 1 f I ! 1 / / / ~ 1 ~ . i 1 1 / / / i ~ 1 ~ I ~ Bass, Nixon & Kenned lnc.
RIP RAP PROTECTION INLET & OUTL ~ I I ~ I I I i 1 ~ / \ ET} w l ~I I I II I a ~ yr J I l f J I/ l// / i / ~ I - _ _ , ( J / / / 1 ~ 631 D Chapel Hill Road, Suite 250
z i I ~~,E1 ~ ~ I r ~ - ( ~ I I ! J / l f / ~ f l ~ ~ 1 i J , / ~ Raleigh, NC 27607
Q I I ! l i .~,ti , III ~ I - ~ ~ f I I \ I I ~ I 1. I/ d~ 1 v ~ I 1 ~ i / .~'`s / ~ I i , / ® r , ~ 1 [phone]
Ii I III I / 4 TE PORA Y DII~ERSI~N 1 J E / l / i f l ~ / t
I I III "`~F--- _ l ~ I 1 L-sa€ DI CH I ~ ( O / i / - \ I I J/ 1 < f
I II I I II I / ` _ I1 I II I / \ I I ~ , ~ / 1 1; PlumbrnglMechanicalfEiectricallCivil
II I I J 3 / GENERAL NOTES: III I I I / / / \ ~ I i ~ ~ I l 11 f The Wooten Com ~ I I i I J , pang
lI 11 I ! 1, Field topographic information taken from digital file from Bass, Nixon & Kennel Inc. Consultln En Ineers ~ ~ I I ~ I I f ~ . ~ i I I l / r ~ / 12 ~ I I I J D North Boylan Avenue
Y 9 9 I II ~ I / I dated ;October 14, 2010 ~ Ill I ~ ~ R / - - l ~ _ ~ / ~ I I i ; I ~ { ~ / 1 I 1 I / / Raleigh, NC 27603 ~ , I I l 1 / ~ ~ / l
I I ~ i ~ 2. Boundary shown is kaken from digital file from Bass, Nixon & Kennedy Inc. Consulting Engineers. a I~ I I ~ ~ z BAFFLE FENCTIU~ _ / J I I I J / ~ [phone] - / I I I I J l / < 1 /
3. Wetland areas are taken from field s rv 1° I ~ ~ ~ u ey digital file from Bass, Nixon & Kennedy Inc. Consulting Engineers, I ~ ~ I ~ i i L•6D4 ~ I I I I _ / I I I I I / r l /
I I / I I J r l / r ~ I/ J I 1 l~ l / 1 / ` ~ I I , , / / ~ Roofin Consultant
EROSI I I / / / ~ ON CONTROL NOTES: I I ~ /
I ~i ~ / / / 1. A precanstruction canference is re wired nnr to an land disturbin activi I Y / ~ / / / q p Y g tY r I I 1 1 / i ~ i - _ - ~ ` / / I l ~ I I / ~ J i ' ~ / Stafford Consultin En ineers ~ ~ / I I / g g
The site will be cansidered in viola i i ' x ~ - - - tan f inspector is not called before I I y / ~ - _ - ~ / ! / construction begins, I III ~ f r" ~ ~ / / I I / I l I I ~ 1 / 134 Edinbur h South Drive r 1 SKIMMER S IMENT l ~ i J 1 g
ill ! ~ 2. Disturbed areas must be planted ar provide temporary ground saver I ~ I I / ~ ~ / _ / / I / / / I k I ® / Cary, NC 27511 L-sos BA I #1 i / i J / I ` ~ / / / 1 E I 0 ~ / [phone]
within 15 c II I alcmder days of the completion of any land disturbing activity. J I ~ ~ I ~ i' ~ _ 1 / J ~ / I I I I J ~ / I 1 I /
3. NCDENR approval Fs valid for erasion and sediment control only. I I I I i / i ~ ~ / i j~ ~ ! ~ I / ( I E f
4, Additional erosion control measures may be requred at the d~rectian I I I I ° / \ ~ ~ I , ! ~ I J Food Service ~ ~ J J ~ I i ~ ~ /
of the n i EX PP ~ ' ~ I y ~ e v ronmental inspector during construction, I I I / ~ 1 1 t ~ f I 5. All erasion and sedimentation control Facilities and stormwater dischar a outfalls 'b.! \ ~ ~ I ; ~ / 1 l 1 I ~ ~ ~ FooDesi n Associates
g ~'l I ~ J ~ ` i~ must be inspected at least once per seven calender days and within 24 hours ~ i ~ ! 4 I ~ ~ / J 1 i ~ ~ ~ 5828 Oak Drive
of a rainfall of 0.5 inches per 24 hours. Permittee must keep a rewrd of i I ` ` I ~ ~ i / / f ~ / / J i ' ~ ~ ~ l l Charlotte, NC 28227
inspections on site and must be available for viewing. A rain gauge is required ` I ~ ' I ~ ~ , / / i 1 i \ ~ / / / / ~ ( ~ 1 I J (7~) 545-6151
~ I I i < ~ \ to be maintained on site, ~ I I I, i . ~ r ~ 6. Off site barrow material shall come From an a roved and ermittetl borrow it ~ , ~ ' ~ ~ ~ ~ / ~ ~ ! 'I I ~ t I I ~ / /
. pP p P ~ ~ I I r ~f`~-- ~ / / / source or this contractor shall submit a revision of th€s permit for review and a royal, I I ~ / . ~ / _ _ _ ` / I I / I I 1~ ~ / ~ I
Pp f I I I ( / i I / ~ \ / / ~ ~ ~ ' / / / I I I 1 \ / Theater Consultant . _ ~ ~ I I
EXISTING I I I r , / \ / / ~ I l~ v / / / I I 1 ~ - / ~ Sta eworks ~ ~ - , i ~ 9
FIBER OPTIC I I I I t./ m ! See Detail 41L-606 for i MARKER ~ I ti ~ ~ d menslons extent = ~ i11 I / ~ , ~ l ~ ~ ~ / / I ~ I ~ J I ~ / J J 1100 Capita! Blvd
of rip rap at ail flared end sections © 1 I ~ / I l 1 ~ R ~ - - . / 1 J I 1 .o ~ \ Ralei h NC 27643 ' ~ ~ ~ f ~ 1 J 1 g~ ~ . ~ ~ ~ 1 / f I r [phone]
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EXIST 1$ RCP I I I / / 1 ~ ~ ~ / / i / I o 1 I n
~ I I 11 / / BEFORE YOU DIG III ~ / / ~ , , / / / / ~ / 1 / ~ / ,
Erosion Controi plan will be Revliewed ' I , ~I / ~ s 111 l / / 1 / / ! i I / ,
and inspected by NCDENR I I I~ / 111 / / ` / / i / / ~ ~ ~ I ~ ~ ! / / / ~ 'tttpttuurprrrJ t~ttttuunrgr'rr
I ~ ~ I l~ f cALL ~ 800 6~2-449 I I I Y~
N.C. 4NE-CALL CENTER ~ I I ~ = I II I ~ 1 / ` ~ / / l~ I ~ ~ ••~SGAPE qRp•• '9 ~ •,•~PNDSCq'. '9 1 1 ~ ~ : ~ ti A•• ,
I Iii 1 9 I DENUDED AREA • 40n-Situ IT 5 THE LAW d III I I ~ J 1 J I ~ ~ : o n: : a q
i x 1 1 t 1 ~ I 58.94 ACRES x l I I ! ! ~ ~ l ~ ~ 299
11i ~ l I ~ Il y I J 1 •r ~C :O :N ~ 2 / , ~ ~1~J 0 ~ ` • to Y : ~
J Ill j i I l 1 II ! / I
1 I III ~ I l I~ II P / I J 1 I ! 1 A CAP e J ~ ~ ~ I rn rrrr SSO t~tp ,h
See Detail Sheet L•605 f r ~ ~ Ill ~ / I ! o Construction III ~ i I I ~ I 1 Sequence and Seeding Schedule l I, I I I J I LL J J ~ ~ / J rrrurrn?t r+ rrr itu?t` . 1 /
~ j I I II I J 1 / WELL TO BE REMOVED \ ~ / I J
EX PP h I j i I II ~ / I J I / PER WAKE COUNTY A 1 1 1~ f l 1
II ! ! w / a~ r / _ / J J l / ~ PERMIT f 1 1~! / /
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I ~ 3 TEMPO RY CONSTRLICT~ON / / I I / / ~ i 1 ~ 1 J I ~ 1
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1 COAND PYRIENGGHTINEER NOTICE;I THIS ARCHITECTURAL
I V r / f I 4 ~I ~ N ' G DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY
I F ! I I TA (QF _ S A' PURSUANT TO THE AGREEMENT WITH RATIO
1 I ? 1 I I I ~ 1 I I - 5 ` ARCHITECTS, INC NO OTHER USE /T~ ,4 I DISSEMINATION OR DUPLICATION MAYBE -40 p MADE WITHOUT PRIOR WRITTEN CONSENT
i 0.I I TPF ~~r S TP~ OF RATIO ARCHITECTS INC. ALL
~ I ~ I i I ! t ~ r l 1 TPF / COMMON L QF Tj~ LAW RIGHTS OF COPYRIGHT AND TPF- t TPP TPF 1 / RAT
l ~ i I ~ I I 0 OTHERWISE ARE HEREBY SPECIFICALLY 1 RESERVED.
I I I I I I i I I
~ i,l I I I I I I I l I I i I I r SHEET TITLE PROPOSED TREELINE f
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t I I l I ~ 1 1 ~ ~ ~ 1 I I~ ~ I 1 ~ 1 !
SHEET NUMBER
L-204

v I EXP~ST i~ RCA ~ \ ~ \
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~ [JH~ 1 is uar Road ~ - ` \ / 555 Roc Q ry
/ / ~ ~ E1 ~ i \ \ \ / / ~ ~ \ ~ v ~ ~ \ v 1 r ~ ~ ~ Ralei h, NC 2761 D
/ / / ~ 0 I \ ~ \ \ / ~ \ (919) 850-16DD \
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SEE PLANS BY BNK ENGINEERS ~ I / Al I r i \ I I +n / Architect
FOR ROADWAY ~h~PROVEMENTS ! I ! ~ \ I 1 ! ~ / RATIO Architects, Inc.
/ / / ~ j \ ~ ~ II /
~ ~ ~ , ~ / 135 E Markin Street, Suite 101 fll~ / ~ ~ \ I Raleigh, NC 27601-1371
k ~ \ / \ i ~ / / / ~ 1 J / ~ A ~ ~ \ ~ l f \ III / i [phone]
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/ / / ~ u- ~ V A V 1 I ( i / ~ 41 I If / ~ ~ , ~ McNeely Associates PA
55D1 McNeely Drive
/ I / i ~ ~ I / T\ ~ 1 ~ / / \ ~ ! / Raleigh, NC 27612 a ~ 1 /
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a ~ _ r ) l / / / / F 1 ~ / ( ~ / I / \ ~ ~ ~ / l J I / 1015 Wade Avenue / i ~ ! ~
/ / / / ~ I / l / / / I ~ / / \1, ~ / i ~r I z I Raleigh, NC 27645 3 / / ~ ~ ( ~ Al / ~ 919 832-5587
l / ~ ~ 1 v ~ l / l / l I ~ ~ I / I ( ) / / ~ 1 r-- J ! i 1 ( / ~ , / I I
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I / / / / \ ~ \ / J l } / / / F ~ / / 1 ~ ~ ~ I _ ~ ~ ! / , l ~ ~ I ~ ~ ~ I ~ ~ 6310 Chapel Hiil Road, Suite 25D
/ / / / PROPOSED TREEL N ~ , / 1 l ~ 1 1 / ~ ~ ~ ~ I ~ ~ y 40 / l ~ I I N 27607 ~ I I ` ~ I 11 ~ Raleigh, G
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/ / / ~ i T / / / ~ / ~ EXISTING TREELINE 1 J l \ / / ~ I I I I I The Wooten Company
l ~ l/ l \ / ~ I \ p y • / I 1~.00~ x 300.00 120 Norkh Boylan Avenue
F \ i I ~ / ~ / / } / ~ I 1 / / J ! I ' h NC 27603 J / / , ~ PR~POSED ACCESS Raleig , l - _ ~ Fo ~ / I / 1 EASEMENT [phone]
/ / / ~ / } \ I I 1 ~ 1 / / I / 413. 0 / ~ I TD PARCEL WITH
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. J ~ ~ F I J~~ I I REPL4CING ExI5TING ~ ~ "L. Rooting Consultant
/ ~ / ~ I f } / ~ / { / / 1 I / ~ 1 - i ~ I / I ~ I I FARM PATH ~ ~ ~ 1 J ~ Stafford Consultin En sneers
~ / Z ( l 0 ~ y / / I ~ 9 9 ~ F I / 130 Edinburgh South Dnve
~ / / / L / / ~ I 1 ~ 1 / ~ 1 / / / ~ r' ~ ~ 1 / J I F t 1 ~ , / / ~o / 13 4 ~ 1 Cary, NC 27511
~ / ~ / ~ / / 1 / / I 1 1 e ~ / / ti / ~ ~ r A / / ~ I 415, I [phone]
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~ ~ / / ~ D 1D ~ / ' / / / / ~ / / ` rive r' / / / ~ ~ / / 5828 Oak D
/ / / Chariotte, NC 28227 f / ~ / / / / ~ 704 545-6151
( ) / / I / / EXITING
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/ / / L~1N D j I ~ / ~ ~ Sao ~ / ~ ~ / / / / PR ECTIQN L-60b / / / / Sta eworks ~ / / / / 9 ,
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BIM 389 / / 4Q3 40 t 3 I I \ 406.9 COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN
I-Vi FFF 407 d 406.9 \ f t, , CONFIDENCE AND SHALL BE USED ONLY
\ 9 PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER USE,
\ DISSEMINATION OR DUPLICATION MAY BE
MADE WITHOUT PRIOR WRITTEN CONSENT
-3~ OF RATIO ARCHITECTS, INC. ALL COMMON AT I LAW RIGHTS OF COPYRIGHT AND R OTHERWISE ARE HEREBY SPECIFICALLY
MATCHLINE L'3VL
GENERAL NOTES: RESERVED.
1. Field topographic information taken from digital file from Bass, Nixon & Kennedy Inc, Consulting Engineers SHEET TITLE
See Sheet L-304 for Draw See Sheet L-615 Details 2 and 6 for dated : October 14, 2010 3A4 for Drawing Legend Athletic Field Sub-Drain La out 2. Boundary shown is taken from digital file from Bass, Nixon & Kennedy Inc. Consulting Engineers.
Y BEFORE You DEG 3, Wetland areas are taken from field surve di ital file from Bass Nixon & Kennel Inc. Consulting Engineers.
I - STOP Y 9 y ra in
Stormwater Plan
The first 5 feet of sidewalk a :)f sidewalk adjacent to the See Sheet L-607 for Storm Drain CALL 1 800 632-4949 GRAPHIC SCALE CENTER
building must have a minin• have a minimum 1/a slope Rims Inverts and other Information N.C. ONE-CALL ° slope THE LAW 44 0 20 40 BO 60
and a maximum 2% iaximum 2/o pa IT
away from the buili 'rom the building. SHEET NUMBER
l ( IN FEET )
1 inch = 40 ft.
L-301

~tlY~~
L-~a1
/ 95.5 /
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0 \ o . f f / 1 \ \ .,x \ ~ / / 396. I \ \ \ 406.5 403, 70 \ 0 4D7,DD ~ ~ / 4 135 S Martin Street, Suite 101 \ \ x / Z4
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~ / ~ ~ ~ \ \ ~ ? 407,34 ~ / j y / ~ x ~ 1 / 4 a / RaieEgh, NC 27612
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\ ~ \ 404.27f ~ ? ~ \ ~ 407,90 ? \ I / ~ I 'n / 1D15 Wade Avenue I aoa~oD I I / / / ; Raleigh, NC 27605
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1 ~ J f 1 / / ~ ~ C49 ~ ~ c45o / I / ! The Wooten Company / I ~ /
/ ~ ~ ~ 1 / j / ~ \ q / / v: ! / 120 Narth Boylan Avenue
t / / 1 J I l / l 4D1,o4 ol•5D / / / w C5D ! / / / ! Raleigh, NC 27603
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~ ~ ~ / I I I I ? / -604 ~ / ! TANKS ~ 0.0 ~ I 1 ~ i / I I c61 I '
- I I \ / 1 I I I \ ~ \ ? I ! ! I i E ! \ / ! ~ I / 4as,oD I ~ I I I ~
~ \ ? \ ~ I I \ ~ \ ? \ ~ ~ \ 1 ! ~ 404,90 40734 ~ - / 4D1,90 I I ~ ~ ~ h 40 20
V 1 ~ ~ ~ \ V \ \ 1 I J / • ~ J I O7. ~ 4 4D73q 406,50 ~ I
\ ~ ~ ~ 1 ! I I I / v \ v _ ~ v t I \ \ ~ ! I J ~ / ~ 0 0, I I ~ ~ 06 8 6 0 ~ I I I
\ \ ~ J 1 ~ ! n ~ 1 \ ~ ~ \ / ~ \ \ \ ~ ~ 406.2 4 s ~ I
~ ~ ~ \ ! ! 1 .v EXIST N~ v 1 1 1 I y C29 ao / ~ zn / ! ~ I 40734 ~ I
~ 1 ~ I I I 4 1 1 l~lETLAIVQS \ ! I 1 1 1 ) 4D3,oa ~ / ? ~ I '1 / ! j J / 4 4D8.00 408.0 _ _ - / / ~ ! I _ C41o ~ / / , I l
~ 1 gp / 0 l._ , E 407,90 ~ 407.00 I / ~ I I
~ ~ ~5~ ~ I ~ J ~ ! f / / 40 , . ? V / ~ J / © C36 p ~ ! I 1 I V A 406.2D / j I ~ W
\ \ / INV;l40z.9a I 4Da•DD / ? ~I \ / 1 INV 401/50 I f I \ \ 408.00 ~ 40 } ~ ~ -h
? \ ~ \ 1 ~ I I I 3" 1115CHARGE l1NE l I ~ / / ! 43,50 J 404.54 wx s am naawoowN \ ~ \ ~ I 06,20 ~ / 40 I I
~ ~ \ 270 ~ 1 0 ~ 3" NGN FGTAHLE WATER ~ ~ / / / I ~ D432 o m iuaiGanoN ~ ~ ~ 40 40630 I I
/ / I ~1 ~ \ / / / r 40 I ! ~ INV; 403. aDe•aD ~ D61D \ i J ~ I o 40
~ ~ 40 404 ~ 1 446•DO / J 408•DO ? ~ ~ ~ ~ . / / 40 ~ 404.90 1 4D734 ~ \ 4D610 I .DO 407.34 ° J I to - ° 7.3 408.00 4D8,00 an7 7n ! ~ ~ ~ fi ~ ,
0790 v / 38 3 B50 99 t 14
.10 / 397,20 4 30 4a4,50 407,00 408,00 407.90 S \ / _ , - 5 I J J 407.34 4aa,oo 407.90 4L90 40 1407 .00 40 447.90
398.15 X 4111.34 407,34 v \ 39 ,15 4 .00 6-M 07, C390 407, 0 0 407.5 407.30 4 .50 07.20 I
40 X 07, C3' \ I 40 Sfl , ~ / ~ I
OOIF 40 / 446.00 -
7.0 406. 9 400 J 406.00 a , 0 07. ` I 4- I 1 CHECKED BY
INP 392, / 398 J5 80 C38o 07 0 ~ \ / 99 a07 0 407.0 7,10r - BU C r
f / J 399 Oa 404,50 I 1 1 Q S If / 60 DEP
406.50 8 ~ C02 J ~ - 4 7.00 • R 1 Al 6Q w_ / 1
05 6Q w_ 4W60 C62 a 40.60 ~ ~ _ 443.00 ~ 1 ZZ)
8 8 8 ! 9.9 f 1 403.90 1 v xx APPROVED BY
398,30/ 39 20 99. / ' - X X xx X X XX xx 403.00 XX XX XX I f- CIO
X / 404,50 X ~ \ q0 I ~ KMD .C 1So
J J / / / 02 0 404.9 / 40 \ x co ~ 406M
40 b 40 ao7.3 I
X 7\1 i x PROJECT NO. 1 N~
11002 / H6ROL
L-303 L-304 MATCHLINE L-304
MATCHLINE L-303 ~"d V COPYRIGHTNOT€CE: THIS ARCHITECTURAL
AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY
`446W* PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER USE,
DISSEMINATION OR DUPLICATION MAY BE
MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO ARCHITECTS, INC, ALL COMMON
R A T I LAW RIGHTS OF COPYRIGHT AND GENERAL. NOTES' A I OTHERWISE ARE HEREBY SPECIFICALLY
See Sheet L-304 for Drawing L See Sheet L-615 Details 2 and 6 for RESERVED, or Drawing Legend 1. Field topographic information taken from digital file from Bass, Nixon & Kennedy Inc, Consulting Engineers
Athletic Field Sub-Drain Layout dated ; October 14, 2010 SHEET TITLE
BEFORE YOU DIG 2. Boundary shown is taken from digital file from Bass, Nixon & Kennedy Inc. Consulting Engineers.
The first 5 feet of sidewalk adjac4 3. Wetland areas are taken from field survey digital file from Bass, Nixon & Kennedy Inc. Consulting Engineers. lewalk adjacent to the ,
building must have a minimum 1
and a maximum 2% slope a minimum 1% slope See Sheet L-607 for Storm Drain Grad n lum 2% slope Rims, Inverts and other Information CALL 1 800 632-4949
away from the building. the building. N.C. ONE-CALL CENTER GRAPHIC SCALE
ormwa er an IT'S THE LAW
ao o za ao so 160
SHEET NUMBER
( IN FEET )
1 inch = 40 ft. L-302

L-302 L-302
40 50 I , ~ 497.5 a .50 a7. I I I I
/ 3 0 4~iA0 4 . OG I ~ ~ k 1 I 1
j / 7.0 406,00 C3 / 7 0 407A ~ 4n ~.iaT I 1 I l ! ~
~ 5,0 ~ ~ ! 1 ~ ~ ~ ° 1 I I I
© 4D4,S0\ 4 ~.oa ~ 1 1 1
M 406.60 _ ~ ~ ~ - 4D6,60 ~ ~ ~ ' . i 1 1 Owner ~ cozo \ ~ _ ~ ~ 4oa,oa I ~ 1 l
J ~ ~ i / x - XX xx 40.60 I I 1 1 Wake County Public School System - - - ~ 1 1 403,00 403,90 ~ 1
A ~ xx xx s-- xx 5.4 - xx ~ I I 1 1 5551 Roclt Quarry Road xx xx xx 1 1
xx I ~ I 1 1 Raleigh, NC 27'610 ~ 15 I ~ 1 ~
I 4, 4o SD x \ 40 ~ \ f I , [phone] \ x I \ I 1 \ 406.89 4 1
t D4. I ~ \ 0 l 1 1 1 40 407.3 I V INS 1
~ / ` o _ o \ x x 1 1 1 ` 1 Architect
\ 1 ~ \ \ 40.40 I ` \ ~ RATIO Architects, Inc,
\ 5 404,00 / ~ / - e \ ~ 06, o I ~ \ 135 E Markin Street, Suite 101
j C630 1 / \ ~ ; k 1 \ 1 Ra1ei h, NC 27601-1371
o ~ ~ < ~ ~ \ 4a5.~o 0 9a ~ 1 g a5,zo 0 F as ~ 919 821-0805 x ~ 1 u~ 1 ( )
vi m ~ ~ i ~ a ~ ~ x ,.e- o6.z LL 1 ~ h x \ ~ \
1 ti t r- ! 1 ~ ~ 1 1
~ ~ 1 / 40 ~ \ I I 1 1 Landscape Architect ~ ~ I 1
/ / lI f 1 1 TEMPpRARY INLET 5 \ ~ \ McNeely Associates PA
~ \ 1 \ -~ROTECTIpN L-6o~ x ` ~ 1 ~ \ ! 1 5501 McNeely 13rive
~ x va 40 z0 ~ 1 ~ Raley h, NC 27612 ~ ~ I 1 g
/ / \ ~ ~ ~ ~ ~ z ~ 1 [phone] ~ ~ P
{ / tJRi3INLET i ~ I ~ ~ I I I
/ ~ ~ / / TYPICAL L-6o6 ? 4p ~ ~ 1, I ~ \ 404,30 405,50 I ~ i l Structure! Engineer
, ~ ~ ~ I I I
/ / / \ LHC Structural Engineers
/ r 4 I \ 1015 Wade Avenue ~ ~ 40 30 I ~
~ 05,45 ~ / \ \ \ Raleigh, NC 27605 z ~ 1 1 919 832-5587 RAIN INLET ~ ~ \ \ ( }
A / . 405.60 40530 I \ ; TYRiCAL L-696 ~ x ~ ~ ~ ~ \
~ ~ f i / ~ x 40 I 495, ~ \
90 I a 1 \ Civil En ineer TEMPpRARI~Ii~LET ~ ~ ~ ~
4 ~ / / OS 0 / 1 x - PROTECTION L-~6 ~ .l I 1 ~ Bass, Nixon & Kennedy, InG.
~ I x / / - ~ ~ ~ - ~ o ~ ~ I ~ ~ 6310 Cha el Hili Road, Suite 250
1 f R I p _ _ ~ _ _ \ ~ 1 1 i, Raleigh, NC 27607
/ / 40 ~ / ~ ~ ~ N 1 1 I [phone] I ~
j r / ~ I n. 1 ~ ~ ~ \ ~ r 1 ti 1 1
ao3 i l ~ I x
i xf / ~ 1 M h nicallElectricallCivil ~ ~ ~ ~ q0 1 t Plumbmgf ec a \ ~ 1 ~
® r~ f ° `r' _ X I I I Thy Wooten Company ~ ~ ~ ~ ~ ~ ~ ~ 1 1 I I n Avenue
~ I (TRENCH DRAIN AT s , ~ \ ~ . ~ ~ 120 Norrh Bay a
® j ( j MULTI-PURPOSE FIELD L-603 ~ - - ~ ~ ° ~ \ 1 ~ I Ralei h NC 27603 \ r f g ' 1 ~ i [phone]
~ j X , I f ~ \ I f
s# f ~ ~ 40 x \ u-, 1 I . ~
I ~ ~ ~ ~ x \ R 1 Roofin Consultant ~ 1 g
/ ~ I ~ ~ ~ ~ \ I ~ ~ Stafford Consultin En ineers
05 Do a~ 1 ~ 1\ l l ~ ~ ~ ~ 4 r ~ ~ ~ 130 EdinSur h South Drive
l ~ \ ( ~ I ~ 40 03 g . \ ~ ~ ~ ~ I ~ 1 Ca , NC 21511
1 ~ I 1 ~ i \ x ~ ~ ~ 1 ~ (919} 461-8125
1 l~ 1 I 1 ~ ~ / ~ / ~ ~ 1 /
1 4a1.7a ~ ~ D r I 1 w ~ ~ 1 / / ~ \ / i /
~ ~ X ~ 40 , _ ~ ~ ~ ~ ~ / f Food Service
J I I I ~ ~ r- i ~ Q ~ ~ , / ( j ~ FQODesign AS50CIate5 ~ ~ ~
~ h ? L 1 + ~ 1 \ f ~ ~ ~ 5828 Oak pnve
V li ~l _ , ~ . i I _ - + ~ ~ \ J ~ ~ ; Charlotte, NC 28227 1 ~ e f
C[ S. q / ~ i' I INV: 398.65 ~ i i + ~ 9p I \ ~Q ~ 1 + I [phone] x + \ \ \
~ i j 1 i i INV: X399.15 j 6210 / \ ~ ~ i x r \ \ 1 I
l i 399,60 / INV: 399,15 INV, 398.25 \ ~ \ \ + I i I dv, 39s.z5 ~Q \ - 1 ~ Theater Gonsultant
1 B2 B22 INU; 399.15 i \ \ \ ~ I \ s
+ \ I Stageworks t \ TP ~
_ _ \ s,5o I I I 1100 Capital Blvd _ \ ~ QF\ Raleigh, NC 27603
05.0 / 3 DD j ~ ~ ~ ~ I I I 400 ° ~i (919} 839-2288
/ B12 ~ 98 1 ~ ~ \ 1 I 1 ga,oa s ~ .~PF \ 1
x / ~ ~ _ I I
444,50 ~ f , _ ~ _ oa ~ ~ 1 1 1 _ \ ~
~ 400,20 I 1 ~ OD.20
01. D ~ 1 l 1 O ~ ~ ` _ ('1 \ \ 1 , 1,111 !1 `/I `,,611 qll /I ~ - r ~ ~ ~ ~ \ \ ,o~o,~~ CARQ~ ~~4 ~1d~1~ CARpZ 1~"i
1 f 818 ~ ~ 1 ~ ` \ , 1 0~ ~ ~ ~ ~ 619 \ ~ \ \ •.'•SGAPEgR•. .9 i~ ~`=0 .''PNL15C''. 9 ~i _ti
I 9p .50 A - 1 \ i \ :fie` ~a. : ~ :0 ~ 1 1 1
~ o ~ ~ 1 ~ ~ / \ \ \ 1 I :o v: ~ i \ \ 1 l I C--39 .W 299
~ I
401,20 1 400.90
I ~ 1 1 ~ 1 \ 1 1
401,70 ~ I 01,20 1 ~ of ~ ~ \ I I see ~ S SQL E ~ 1a- ~ 1 I 1 ~~4~imp„1111 a
~ ! k X ' 1 I / / ~ l ~ 1 «~Y I ~ 1 1
I ~ I
i ~ / ~ 1 0 ` m / ~ I I \ - I ~ ; 1 r \ ~ I I I I
X03 ~ ~ 1 1 ~ I ~ ~ ~ i \ TEMPORARY SILT FENCE e I I ! 1 1 I
~ , ~ 3.50 ~ ~ 40 I 1 / 1 t i 1 I I I ~ L-604 I~ I I I i \ ~ I I BID SET
~ 4D2.7D ~ 1 ` ~ D2.oo t j 1 ~ I ~ I I ] I l I I 1 _ I ~ / 1 I
~ ~ ~ I ~ 1 I I
4D3,2o \ ` 1 1 \ 40 40 40 , I ~ i I I SHEET ISSUE 04,08.11 T~ t
404,60 x ~ ~ / ~ `7' TREE PR ECTipN FENCE ` 1 / I I - 1 ~ 1 ~
\ 1 i 1 40 ~ ~ 1. \ \ ~ g0 L•6Q4 I I ~ ~ \ l ~ / ~ / go ~ / \ / ut1- / I I /
~ 1 1 ~ 4p~ 1 ~ ~ I I l i
1 ~ ~ ~ ~ ~o ~ / I / I ~ I i ~ ~ t I ~ i
~ 1 ~ ~ ~ ~ ~Q ~ \ I I ( I 1 ~ r t ~ I 1 I i ~ I i I I I ~ ~
40 05,10 ` 04,30 ~ / \ 1 ~ ~ 403,1D I \ ~ 1 f I l i ~ 1 I ~ ~ ~ I I l 1 1 ~
~ I ~ 1 ~ ~ ~ I \ 1 I I I ~
~ ~ 403,50 I / 9p ~ o ~ l l I ~ 1 I ~ I
1 ~ ~ ~ / ~ I L \ I ~ 1 i I 1 1 I I I 1 1 1 1 \ I i
40 ~ ~ 1 ~ i / 4 5,30 4 3 ~y I I I i I I I 1 1 1 1 i
1 I \ I I i ~ I I I v I I I 1 t I 1 i ( ~ ~ i ~
' 1 1 as 40 ~ I I I v 1 I ! ~ v I l 1 i I \ I \
/ / o ~ 1 ~Q 40 / 1 a ~Q I I i I ~ l I V I ~ ~ I \ I i
~ l j 's I sh I I I \ E 1 I \ ~ I \ 1 I ~ I EXISTING ` \ - _ \ ~ /
~ 406.70 ~ / / ~ / / QFj I I I \ ` I t i WETLANDS \ s ~f \ ~ ~
/ i a l I I I ~ PF 1 \ ~ 1 \ \ ~ A i
/ / ~ ~ 1 i I I I \ 1 \ / I \ \ ~ \
i ~ ~ / ~
l ! l PROPOSED' - PROPOSED TREELNE
5 l EX NG \
rte` I \ \ U/G AS-LIVE- - CHECKED B
I ~ 1 v v _ BL! \ EXIS IN C~q
WAT R JALVE DEP
APPROVED BY 0
dp~ V 1 - \ \
KMD co
1 b
1 I \ PROJECT NO. I \
110021H6R0L / _
NSE
COPYRIGHT NOTICE: THIS ARCHITECTURAL \ / r f ` AND ENGINEERING DRAWING IS G€VEN IN
CONFIDENCE AND SHALL BE USED ONLY
\ C PURSUANT TO THE AGREEMENT WITH RATIO '44 ARCHITECTS, INC. NO OTHER USE,
DISSEMINATION OR DUPLICATION MAYBE MADE WITHOUT PRIOR WRITTEN CONSENT
OF RATIO ARCHITECTS, INC. ALL COMMON
R AT I LAW RIGHTS OF COPYRIGHT AND
GENERAL NOTES: OTHERWISE ARE HEREBY SPECIFICALLY RESERVED.
1. Field topographic information taken from digital file from Bass, Nixon & Kennedy Inc. Consulting Engineers - -
dated : October 14, 2010 SHEET TITLE
See Sheet L-304 for bra See Sheet L-615 Details 2 and 6 for 2. Boundary shown is taken from digital file from Bass, Nixon & Kennedy Inc. Consulting Engineers. _-304 for Drawing Legend
Athletic Field Sub-Drain Layout BEFORE YOU DIG 3. Wetland areas are taken from field survey digital file from Bass, Nixon & Kennedy Inc. Consulting Engineers. Grading
The first 5 feet of sidewalk t of sidewalk adjacent to the T 0 P ormwa er an
building must have a min', t have a minimum 1% slope See Sheet L-607 for Storm Drain CALL N.C. 1 ONE-CALL 800 CALL 632--cEN49rE49 R GRAPHIC SCALE
and a maximum V maximum 2% sloe Rims, Inverts and other Information 40 0 20 40 90 160 P IT'S THE LAW _
away from the bu from the building. -
SHEET NUMBER
( IN FEET )
I inch = 40 ft. L-303
i
i

iw�M*11
BEFORE YOU DIG
STOP
CALL 1 800 632-4949
N.C. ONE -CALL CENTER
L IT'S THE LAW A
LEGEND (This Sheet Only)
DETAIL FLAG -- DETAIL #/SHEET#
in PROPOSED STORM PIPE
ROOF DRAIN PVC COLLECTION PIPE
PVC POLYVINYL CHLORIDE PIPE
RCP REINFORCED CONCRETE PIPE
CPP CORRUGATED PLASTIC PIPE
SD CO STORM DRAIN CLEAN OUT
9" CURB INLET
1:1 CATCH BASIN
0 MANHOLE
STORM DRAIN INLET STRUCTURE
EXISTING TREELINE
PROPOSED TREELINE AND LIMITS
OF DISTURBANCE
RIP RAP
TURN REINFORCEMENT MAT (TRM)
See Sheet L-615 Details 2 and 6 for
Athletic Field Sub -Drain Layout
See Sheet L-607 for Storm Drain
Rims, Inverts and other Information
The first 5 feet of sidewalk adjacent to the
building must have a minimum 1% slope
and a maximum 2% slope
away from the building.
GENERAL NOTES:
1. Field topographic information taken from digital file from Bass, Nixon & Kennedy Inc. Consulting Engineers
dated : October 14, 2010
2. Boundary shown is taken from digital file from Bass, Nixon & Kennedy Inc. Consulting Engineers.
3. Wetland areas are taken from field survey digital file from Bass, Nixon & Kennedy Inc. Consulting Engineers.
'40
6 146,
GRAPHIC SCALE
20 40 80
( IN FEET )
1 inch = 40 ft.
160
_J1
\T�
bi
X PP_
.NG
OPTIC
:R
EXIST 18" REP
X
X
EX PP
SEE PLANS BY BNK ENGINEERS ­` � I I 1� �� i , �\
FOR ROADWAY IMPROVEMENTS
A
EX PIP
M
ROLESVILLE
HIGH SCHOOLI
1001 EAST YOUNG ST.
ROLESVILLE, NC 27571
Owner
Wake County Public School System
5551 Rock Quarry Road
Raleigh, NC 27610
[phone]
Architect
RATIO Architects, Inc.
135 E Martin Street, Suite 101
Raleigh, NC 27601-1371
[phone]
Landscape Architect
McNeely Associates PA
5501 McNeely Drive
Raleigh, NC 27612
[phone]
Structural Enalneer
LHC Structural Engineers
10 15 Wade Avenue
Raleigh, NC 27605
[phone]
Civil Enaineer
Bass, Nixon & Kennedy, Inc.
6310 Chapel Hill Road, Suite 250
Raleigh, NC 27607
[phone]
Plumbing/Mechanical/Electrical/CiviI
The Wooten Company
120 North Boylan Avenue
Raleigh, NC 27603
[phone]
Roofinci Consultant
Stafford Consulting Engineers
130 Edinburgh South Drive
Cary, NC 27511
[phone]
Food Service
FooDesign Associates
5828 Oak Drive
Charlotte, NC 28227
[phone]
Theater Consultant
Stageworks
1100 Capital Blvd
Raleigh, NC 27603
[phone]
,.%% "11111111110",
%,% oA CARoi"'I
%%%.0%J I I I M I
10 CAR04
C) .,PkPE -V
Q"%
%%
D S
Z
C-39
299
_z:
A -
Assoc\
"'J"11111100"
BID SET
SHEETISSUE 04.08-11
CHECKED BY \,)BLJ
DEP X�
APPROVEDBY 0
KIVID C) co
co
PROJECT NO.
11002 / H6ROL
V9,V, COPYRIGHT NOTICE: THIS ARCHITECTURAL
AAND ENGINEERING DRAWING IS GIVEN IN
l CONFIDENCE AND SHALL BE USED ONLY
PURSUANT TO THE AGREEMENT WITH RATIO
4 ARCHITECTS, INC. NO OTHER USE,
DISSEMINATION OR DUPLICATION MAY BE
MADE WITHOUT PRIOR WRITTEN CONSENT
OF RATIO ARCHITECTS. INC. ALL COMMON
RATIOLAW RIGHTS OF COPYRIGHT AND
OTHERWISE ARE HEREBY SPECIFICALI-Y
RESERVED,
I I SHEET TITLE
Grading &
Stormwater Plan
SHEET NUMBER
L-304

LEGEND This Sheet ®n ( ) iY
5 C~7 ~
~•so1 DETAIL FLAG DETAIL #/SHEET # C06 ~ C06 0
z.. 8.. , / sD c I
PROPOSED STORM PIPE / / Pvc
/ RUC / x2 D5 r "B"~IC~
, 6 PVC/ ROOF DRAIN PVC COLLECTION PIPE • • • / / C16 0 3 5F ~ ~
/ 6" PVC
.______..._.___e.... / PLANT BED DRAIN CPP COLLECTION PIPE , , . / / I Owner °
1 ° FI=E: 405.0 sDCOI Wake County Fu~lic School System
PVC POLYVINYL CHLORIDE PIPE I I 5551 Rock Quany Road
6" RDL ~ 6,~ PvC Raleigh, NC 27610
6"' PVC RCP REINFORCED CONCRETE PIPE \ 3,853 SF [phone] ° Invert = 402,5
o °
CPP CORRUGATED PLASTIC PIPE 5D CO i
6 RDL _ 6" RDL Architect x 6" RDL I
4,n17 sF SD CO STORM DRAIN CLEAN OUT INV. 403.35 Invert = 404 4,n17 sF 135 5F I RATIO Architects, Inc. Invert = 404 Invert = 404.OD
135 E Martin Street, Suite 101 Raleigh, NC 27601-1371
~......r 6,. PVC SD W CURB INLET 6, ~ ~ ~ „d ~ ~ SD CO 6 RDL 6" RDL d 6" PVC {919) 821-0805
SD CO \ ' - 4,241 SF 4,241 SF 5D CO
/ i 0 Invert = 404.5 Invert = 404.50
? CATCH BASIN $ \ O CISTERN Y ~ ) (Ta CISTERN) Landsca a Architect
I sD co „ / McNeely Associates PA
O MANHOLE 6 RDL I INV. 403.20 2,279 SF SD Co 5501 McNeely Drive
I Invert = 404.50 23 n STORM DRAIN INLET STRUCTURE >I {Tp CISTERN) ~ Raleigh, NC 27612
a 6" PVC [phone]
~I 4" RDL 15 6" RDL 2,150 SF
PLANT BED IN COURTYARD I SD CO 675 5F t-61fi Invert = 405.00 Invert =404.50 Structural En ineer
I ~G {TO CISTERN) I -
5D ca - I I_HC Structural Engineers
I 4"RDL 1015 Wade Avenue
I 68o SF ~ I~ Raleigh, NC 27605
Invert = 405.5D ;o [phone]
See Sheet L-607 for Storm Drain INV. 4D2.s9
Rims, Inverts and other Information I Civi! Engineer
I I Bass, Nixon & Kennedy, Inc.
UI I
~I INV. 402,43 ar 6" RDL I 6310 Chapel Hill Road, Suite 250 ~ Raleigh, NC 27607
I I ~ [phone]
5D C 2,238 SF 2x2 D5 SD CO Invert w 404.50
~ ~ T C 69 SF GENERAL NOTES: 6 PVC 0 ISTERN) 8" RDL
(TO BIO-RETENTION) 7,601 SF 6" RDL / PlumtlinglMechanicallElectricallCivil Invert = 404.50 1,847 SF
1. Field topagraphic information taken from digital file from Bass, Nixon & Kennedy Inc. Consulting Engineers ~ 5D CO dated ; 0 ~ ctober 14, 2010 ~ C5~ The Wooten Com an dnverk = 404,50 / p y
2, Bounda shown is taken from i i 07I 4 PVC ~ rY d g tal file from Bass, Nixon & Kennedy Inc. Consulting Engineers, ~ 120 North Boylan Avenue
I ~ s°RDL 3. Wetland areas are taken from field survey digital file from Bass, Nixon & Kennedy Inc. Consulting Engineers. B°RDL Raleigh, NC 27603
I ~ 5,505 5F 4, Roof Drainage collection system based on roof drainage areas and leader locations provided by The Wooten Company Invert = 405.00 5,5D5 5F SD ~ [phone] Invert = 405.00
per digital files received 10-03-10 and Stafford Engineers per digital file received 10-04-10. (TO CISTERN) 5, All roof drains at 1.0°1o minimum slope Ciass 200 PVC typical unless otherwise nated• 'Ta CISTERN 18" PVC - SD Ca
I INV. 403 S ~ Roofing Consultant
I I V~ 2, 2x2 DS -F + ~ -2x2 DS C
60 SF o INV 40 .5 (TO CISTERN) 60 SF Stafford Consulting Engineers (TO CISTERN) ( 130 Edinbur h South Drive
g ~a ~ Cary, NC 27511
I 5D CO a ; i. [phone]
~ INV. 8" PVC; 401.80 ~ I 2xz D5 sD ca Nv. 4D3 D
~'1~ ~ TOP 15" RCP: 4001 M ~ ~ ' ~ ` ' I - ~ a~` 60 SF INV 40 .9
VERT, SEP,: 1,66 FT {,~,1 a' ~ _ Food Service i.. ~ .
TOTAL ROOF SF PER ROOF DRAINAGE DRAWi I ~ NGS: 151,476 SF :4'1- ~ I I C5 0 t _ FooDes~gn Associates
TOTAL ROOF SF ROUTED TO BIO•RETENTION 35,1$1 SF - ~ lu IN , 4a .32 ~ 5828 Oak Drive
TOTAL ROOF SF ROUTED TO CISTERN 11fi,295 SF ~ I: r` , m C arlotte, NC 28227
I I [phone] f r ~ Q'r. ~ `f,
INV ao .4s ~ DOWNSPOUT SF ROUTED TO CISTERN 1,497 SF I I v: - ' 40 ,90 ~ ~ ,
INV 40 .50 I INV, 401,60 Q R~ ~~s r it
TOTAL CAPTURED SF ROUTED TO CISTERN 117,792 SF i r Theater Consultant
I I INV, 404.34 I IN Sta eworks V. 404.34 PVC 4 3.4 . , g ,
1D PV ~ ~ 6" RDL I 403 0 40 .50 • 1100 Capital Slvd RDL ~ • Raleigh, NC 27603
SD CO 4,._,_~...~SD CO~.,`~ s, ~ ~ _,SD CO ~ 5,297 SF 4 VC ~ 919 839-2288 297 SF ,r.
8" PVC Invert = 405.00 INV• 401.50 ul ~ C' 0 CISTERN ( ) vent = 405.D0 SD Ca
~ ) '0 CISTERN SD CO C54Q
:I 6., PVC
I 5D CO „ INV. 404,29 i
I 6 RDL a • ~ ~ ~ 2,050 SF 1 11u1 lllfU nn+l S RDL 11111 If,f 11µI II/fff
I Invert = 404,50 ~`1~ ~N CARQ~ h, ~1d1'(~ CAr~C~ 44 7 587 SF ' _ i Invert = 404,50 2X2 DS 6,. RDL SD Ca o` •'yCAPE~,~` ~9 ~ 'ND3~ • ~i~
(TO CISTERN} 21 SF r~0 Rcy. ~ _ .•Lp qA' 9 18375F
I Invert = 4{14.50 ~ ; a n • ; a q:
~ .W •r n: ~ ~r~, :O ~sF+ S; UJ~
0 • ~ Q . i ,1 ~ .
I STORM DRAIN % F • ~ L .
,I CLEAN OUTTYP. L•5as f,,fl ASSaC 111.1 a,,f E , 11.1
a INV, 400.92 N Sb CO 4" RDL ffpllEl{1111 ff I 111 1
"I 15 PLANT BED IN COURTYARD
/ G 680 SF Invert = 405,00 r-616 TYP,
I ~ TO CISTERN ~ ) 4" RDL
B
INV. 404,00 6$0 SF SD Ca BID SET INV. 404.Q0 Invert = 404,00 INV• 403.84
SD CO ~ 6" RDL \ 2,135 sF INV, 403.81
\ Invert = 404.50 I~ SHEET ISSUE 04.08.11
INV, 400,78 SD CO {TO CISTERN) C34 ~ . ~ ~ I~'
U c \ I~ - 6 RDL I
\ m I -+-:~.t ~ 2 154 SF m I
I ~ INV. 400.38 Invert = 404,50 6° py C
d
I SD CO ~
rV
N
8 0 NV. 403 39 ~ V, 02, D INV 40 .00
. ` iI~VV, 399,96 ` INV. tS" RCP; 1103.79 INV 40 00 TO 12,y ~ 0 _ NV.
Id!Irl.;4DII,03 P C. 402,Fi5~-, ~4„ - VERT`S`EP.; <1,13.FI' , ,3. _ _ 403.42 .
• CPS NV. 403 50 rfP
_
v, 4D .z9 INV 40 .50 INV. 4 2 0 ~ r 0 38 IN .40 .07 INV.- -
INV. 403.65 ~ i r. _ 15" PUC 0
rvc 1 INV 403 50
403 50 NV, 403, Q
( NV. 403 20 INV. my ~ ~ 903.50
I
u 6" PV > C33 ~ al .2P.
SD CO u PVC d„ CHECKED BY
~I INV. 15" RCP: 402.72 12" RDL BU v c
TOP 18" PVC: 401.67 2x2 DS 6" RDL 29,887 SF e s DEP y
VERT. SEP.: 1.05 Fl' 45 SF 5,326 SF Invert = 402.25 2x2 DS \
(TO CISTERN Invert = 404.50 (TO CISTERN) I 87 SF 2x2 DS J
C31 D (TO CISTERN) 1 60 SF 4" PVC APPROVED BY
I C44 ~ CIO
I KMD :*r
I C55 a co
b ~
I
I I F3" RDL FF 110021 H6ROL
822 SF FFE 408.00 PROJECT NO. 41
Invert 404.00 4" R SD CO COPYRIGHT NOTICE: THIS ARCHITE T DL Wr C URAL F' AND ENGINEERING DRAWING IS GIVEN IN
(To CII;TF-PN) 710 SF CONFIDENCE AND SHALL BE USED ONLY
PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC NO OTHER USE,
L-306 L.306 DISSEMINATION OR DUPLICATION MAY BE
MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO ARCHITECTS, INC. ALL COMMON
R A "T" I ® LAW RIGHTS OF COPYRIGHT AND
J^~ I OTHERWISE ARE HEREBY SPECIFICALLY RESERVED.
SHEET TITLE
BEFORE YOU DIG
0o Drain
80 CALL I 0 632-_4949 GRAPHIC SCALE Collection
an N.C. ONE-CALL CENTER
QT'S THE LAW 20 0 10 20 40 e0
SHEET NUMBER IN
( IN FEET )
inch W 20 ft.
L-305

L-305
~ Invert = 404,50 f~
LEGEND ~Thls Sheet On!) r SD c~ y INV. 46D,78 (TO CISTERN) C~4 D ~ ~ " ~ ~ ~ fi RDI. I 4 ' r ~ - a 4~ ~o t'li
~ ! ~ ~ N.~~ rw~.,~,» :1, 2,154 SF 0 0 , , ~
5 DETAIL FLAG DETAIL # SHEET # ~ l ~ INV, 400.38 Invert = 404.50 6" PVC a_ a..
L•601 ' ~ J d
sD co C60 p
PROPOSED STORM PIPE a a
~ - - ROOF DRAIN PVC COLLECTION PIPE N
a NV, 403 39 Owner ® t v. oz. ° INV 40 ,°o
f ~ ri r~ ~ ® ¦ Wake Coun Public School S stem Nv. t!? Y
------------°r°°'.. PLANT BED DRAIN CPP COLLECTION PIPE : [hV 399~~b , ~ ENV k~",RGA ~a,3 78 INV 40 00 , , ~ ` 403.42 5551 Rock Quarry Road v
,,•W-,IPIV,;~443 }TC?P i2" P .~4~~'S r ~ 1fE~T~SEP i,~3 FTu . ~ , p ;~7~ Raleigh, NC 27610 NV. 4D3 SO ~ ,,,;,1},
r~i.w.,~.rrr,.}, rW M ~-rte r whr r.-~: PVC POLYVINYL CHLORIDE PIPE ~ CPP: ' ` r (919) 85D-1600 I ~ *-gin
Q 4ti4 v.• ~ I.... ~ ..i_
RCP REINFORCED CONCRETE PIPE v. 40.29 INV 40 50 4 INV• ArChiteCt
0 NV~ 02 38 IN , 40 .07
INV. 403.b5 ~ 15" PVC 12° CPP CORRUGATED PLASTIC PIPE PVC Nv ~ 403's0 RATIO Architects Inc. 403 50 NV. 403, ° NV. 40320 INV, 135 E Martin Street, Suite 1D1
~ 1
SD CO STORM DRAIN CLEAN OUT 403,5° Raleigh, NC 27601-137 - 919 821-08D5 ( )
i °~a - '+a.r..r+ww r ~ ~r'M~1.~r,..r -~~'rM ~ 4" ~PP
CURB INLET u 6 PV C3~ ~ ~ . .
SD CO ib Landscape Archi#ect r~ .,M_ , ,
? CATCH BASIN ~ I INV. 15" RCP: 402,72 12~ RDL McNeel Associates PA \ Y
TOP 18" PVC: 401,67 2x2 DS 6 RDL 29,887 SF 5501 McNeely l7rive
VERT. SEP.: 1.05 FT 45 SF 5,326 SF Invert = 402.25 MANHOLE ~ Invert = 404,50 (TO CISTERN) 2x2 D5 \ Raleigh, NC 27612 87 5F 2x2 DS
~ (TO CISTERN) (TO CISTERN) s° 5F [phone] 4 PVC \
3o STORM DRAIN INLET STRUCTURE ~ C44 n
t5 ~ ~5 PLANT 8ED IN COURTYARD L-els TYP. Structural Engineer C~5 n
L•616 PLANT BED IN COURTYARD LHC Structural En ineers STORM DRAIN 5 ~
T L-606 1015 Wade Avenue Ct.EAN OU TYP
Raleigh, NC 27605 [phone]
3 RDL
822 5F 4° RDI. sD ca
Invert = 404.00 See Sheet L-607 for Starm Drain 710 SF Civil Engineer
S (TO CISTERN) INV, 399.92 Rims, Inverts and other Information Invert W 405,00 ~ Bass Nixon & Kennel ,Inc, Y
15" RDL ~ 6310 Chapel Hill Raad, Suite 250
46,299 SF SD CO SD CO Invert =491,00 ~ Raleigh, NC 276D7
5D Ca ~ [phone]
X15' VC 15' P- - (TO CISTERN) See Sheet A954 for Rain Water Harvesting Uc
Schematic and Bid Package Identification 9 ) I\ 2xz Ds \ Plumbin IMechanicallElectricaUCivil
INV.399.i1 ~ 3b 5F
INV, 398°68 ~ I ~ ; The Wooten Company '°LC\ a
BP 202 STORM E ~ E INV, 4D1,98 GENERAL NOTES: ~ ° ~ ~ 120 North Boylan Avenue
DRAINAGE CONTRACTOR ~ 6 RDL 1. Field to ra hic information taken from di ital file from Bass, Nixon & Kennedy Inc, Consulting Engineers o,~ 2,241 SF ~ Raleigh, NC 27603
po9 p 9 dated ;October 14, 2010 BP 251 RAIN HAVESTING 6" PV Invert = 494.5D ~ [phone]
2, Bounda shown is taken from di ital file from Bass, Nixon & Kennedy Inc. Consulting Engineers, CONTRACTOR C (TO CISTERN} ry 9 ~ C43 a
3, Wetland areas are taken from field purvey digital file from Bass, Nixon & Kennedy Inc, Consulting Engineers, ~ Roofiing Consultant
4, Roof Drainage collection system based on roof drainage areas and leader locations provided by The Wooten Company ° 0 per digital files received 10-D3-10 and Stafford Engineers per digital file received 10-04-10, p Stafford Consulting Engineers
~ I 200 PVC ical unless otherwise Hated. ° 5. All roof drains at 1.0 /o minimum slope C ass typ ~ INV, 401,30 130 Edinburgh South Drive
o~I Cary, NC 27511
2x2 DS (919}461-8125
0 ~ sD ca 37 sF
C3 ~ ~ `4" PVC (TO CISTERN)
INV. 4D1.53 2x2 D5 Food Service
O 6.. RDL so sF FooDesi n Associates g
1817 SF TOTAL ROOF SF PER ROOF DRAINAGE DRAWINGS: 151,476 SF \ D ~ 5$28 Oak Drive
SD CO Invert = 404.50 TOTAL ROOF SF ROUTED TO BIO•RETENTION 35,181 SF Ta cIST~RN 4"PVC ~4~ ~ Charlotte, NC 28227
6° Pvc ( ) TOTAL ROOF Sf ROUTED TO CISTERN 116,295 SF ~ [phone]
C) ~ 2x2 DS
DOWNSPOUT SF ROUTED TO CISTERN 1,497 SF 8° 5F Th t r Consultant ea e
I TOTAL CAPTURED SF ROUTED TO CISTERN 117,792 SF 0 Stageworks
1100 Capital Blvd Raleigh, NC 27603
(919} 839-2288
I
o I UI i
. al
~ INV. 403,65 1~pI1111U1rl, ,111r111111r1!!
I f,~1 CARpf++~'4 ~o``qN CARpr`++'4 Ld~F 1 . / i a 1 i
K~;,,
~ _ 8" RDL y'r r'o F
INV. 398,b8 ~Ae 6158 SF G~,~ ~ ~ n°, q; ,,Q
Invert = 405,00 a / C-39 c: :W 299 ~i / :r Q' :D ~ Z:
Q ~ (TO CISTERN)
D
2x2 DS 'rl+lnul~l` / rn n' f ~
a° sF '
BP 202 STORM 4" RPZ DRAIN Bp 202 STORM DRAINAGE CONTRACTOR DRAINAGE CONTRACTOR Invert = 404.50 (HUB & DISCHARGE LINE)
BP 281 RAIN HAVESTING ~ BP 1540 PLUMBING CONTRACTOR ~ CONTRACTOR B1D SET
3" DISCHARGE LINE
- - o FOR 5 DAY bRAWDOWN
SHEET ISSUE D4.08.11
3" IR r RIGATION MAIN
3" NON POTABLE WATER
a TO IRRIGATION 0 2x2 DS 2x2 DS
f ~ BP 1540 PLUMBING 727 SF 459 SF
~ CONTRACTOR ~SDCO
? I ~ _ ~ ~ BP 290 LANDSCAPE . /
o ~ Q z CONTRACTOR 4' PV w
~ ~ ~ 2x2 DS
a ~ q . 344 SF SD 0 SD CO
, 4.. PVC ~ ,...r w J
Inverts = 403,00 a
4" and 3" Lines) SD CO ~ C40 ~
4" PV SD CO - C 4 PVC D C( ~ ~ r. r_ - D ca
C37 ~ v~
C~~ D
C3$ ~
~ ~ ~ ,
CHECKED BY
Bu ~ c e s
DEP
APPROVED BY 0
KMD ~
W y
b
PROJECT NO.
11002 / H6ROL
+ AND ENGINEERING DRAWING IS GIVEN IN
rid" COPYRIGHT NOTICE: THIS ARCHITECTURAL CONFIDENCE AND SHALL BE USED ONLY
PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER USE,
DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT
OF RATIO ARCHITECTS, INC. ALL COMMON
RATIO LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY
RESERVED.
SHEET TITLE
BEFORE YOU DIG 0o rain
STOP
1 800 632-4949 GRAPHIC SCALE Collection an CALF N.C. ONE-CALL CENTER
20 0 10 20 40 80 ITS THE LAW
SHEET NUMBER
( to FEET )
1 inch = 20 ft,
L¦.

F
C~8 a °
4 VC CO " ~V
f
u
~ Owner
' Wake Count Public School S stem y y
~ ~ C 5551 Rock Quarry Road ~ ~ ~
~ , E Raieigh, NC 27610
~ ; ; [phone] ~ ' '
~ i i i Q/ RD
~ t-t Architect
rt 403, RATIO Architects, Inc.
i 135 E Martin Street, Suite 101
i Raleigh, NC 27601-1371
i (919)$21-0805
3~ ~
C64 0
Landscape Architect _ _
~ McNeel Associates PA y
5501 McNeely Drive
Raleigh, NC 27612
Cb3 0 (919j782-9677
Structural Engineer
4" RDL LHC Structural En inset g s
1,050 SF "PVC 1015 Wade Avenue Raieigh, NC 27605
Invert = 392.00 (919}832-5587
sn co Givil Engineer
Pvc Bass, Nixon & Kennedy, Inc.
BO7 D 6310 Chapel Hill Road, Suite 250
e/ S, Raleigh, NC 27607
4 ~ (919}851-4422 , 66 5F
nvert = 4~3, A
Plumbin IMechanicallElectricallCivil
The Wooten Company
120 North Boylan Avenue
Raleigh, NC 27603
SD C [phone]
U
Roofing Consultant _
Stafford Consultin En ' . g gmeers
130 Edinburgh South Drive
Cary, NC 27511
p [phone]
I ~ 0 I Svc
Food Service I 4" RDL ,
I 33 s~ FaaDeSign Associates
I Invert = 403,0 5828 Oak Drive
I 0 Charlotte N ~ C 28227
~o~ D (704}545-6151 I
nm - ~ I 1
I Theater Consultant
~ o Sta eworks g
I 1100 Capital Blvd Raleigh, NC 27603
f I (919) 839-228$
I I
W
LEGEND CThis Sheet Onl ) I 2~
Y I i ~ ????,?u,uurarrr ?????~?~?ur,rrr
. <~r~r.~ .tea,:;.,, . ~~s ~ ~ . CARp~ rye ,<<d,~N CARC~ r?r4
5 ~-6~1 DETAIL FLAG DETAIL #/SHEET # fl PF'' ti o y . I . _ .'SGA A• 9 . •'PNOS~
,•~,o Rc'• qp.•9
:q 7:
PROPOSED STORM PIPE 299
_ _ . C)Z ~ . ~
" ~ - - ROOF DRAIN PVC COLLECTION PIPE rrrr / ASS0~1P~~~` sr
PVC POLYVINYL CHLORIDE PIPE rrr°rrn??n??????~ rrrrrrir E I I ?n??i
r~` I SD CO 0 I
I 6 C
RCP REINFORCED CONCRETE PIPE Q I
I 4 L BID SET
CPP CORRUGATED PLASTIC PIPE ~ 51 F ~ N
Tn = 403. I
5D CO STORM DRAIN CLEAN OUT SHEET ISSUE 04.08.11
~ CURB INLET 0
? CATCH BASIN I
0
O MANHOLE I
~ STORM DRAIN INLET STRUCTURE
I
7
I
f
a ~
I X I
See Sheet L-607 for Storm Drain
Rims, Inverts and other Information
CHECKED BY
~U C
e s DEP
Z
GENERAL NOTES: APPROVED BY Q
1. Field topographic information taken from digital file from Bass, Nixon & Kennedy Inc. Consulting Engineers v
dated ; October 14, 2010 KMD co .C
2. Boundary shown is taken from digital file from Bass, Nixon & Kennedy Inc. Consulting Engineers.
3. Wetland areas are taken from field survey digital file from Bass, Nixon & Kennedy Inc. Consulting Engineers. 4. Roof Drainage collection system based on roof drainage areas and leader locations provided by The Wooten Company b y
per digital files received 10-03-10 and Stafford Engineers per digital file received 10.04-10. PROJECT NO.
5. All roof drains at 1.0% minimum slope Class PVC typical unless otherwise noted. 110021 H6ROL
OPYRIGHTNOTICE; THIS ARCHITECTURAL ' AN C D ENGENEERING DRAWING IS GIVEN €N
CONFIDENCE AND SHALL BE USED ONLY
A) PURSUANT TO THE AGREEMENT WETH RATIO ARCHITECTS, INC. NO OTHER USE,
DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT
OF RATIO ARCHITECTS, INC. ALL COMMON
LAW RIGHTS OF COPYRIGHT AND RATIO OTHERWISE ARE HEREBY SPECIFICALLY
RESERVED.
SHEET TITLE
BEFORE YOU DIG R
Roof Drain
s TO P
CALL 1 800 632--4949 GRAPHIC SCALE Collection Plan
N.C. ONE-CALL CENTER
IT'S THE LAW 40 0 zo 40 80 160
SHEET NUMBER
( W FEET' )
1 inch = 40 ft.
L-307

Ex PP ~ r
S
EX PP
- - - ° EXISTING r.
- ~ - ~ MAILBOX
Ex a.
. LEGEND d
Owner
NUMBER DF PLANTS IN BED OR GROUPYNG ~ ° E C E----~-__ SHRUB PLANTING 11 ~ - Wake County Publlc School System
Q ~ KEY FOR PLANT IDENTIFICATION (5EE PLANT LIST) TYP L-616 i 5551 Rock Quarry Road
SEE PLANS BY BNK ENGINEERS 5-~~"° W W Raleigh, NC 27610
SPACE AT lp" ON CENTER 3-INKS 5-INKS W W [phone] FaR RaAawAY IMPRavEMENTS / EX PP
PROPOSED TREES OR SHRUBS 3-JCNC ~ W W EX TEL PED
: INDICATES FULL EXTENT OF MULCH . , 7-C]Y 3-INKS W W W W W Architect
„ W y J, W ` RATIO Architects, Inc.
, INDICATES INDIVIDUAL TREE TD REMAIN • ,~E-~------ / /
/ W W 135 E Martin Street, Suite 1D1 TREE PLANTING io , , W W Raleigh, NC 27601-1371
PROPOSED TREELINE TYP, L-616 ~ W [phone]
S-CJY
-BNH /
Landscape Architect
5 DETAIL FLAG DETAIL # SHEET # ~•&os McNeely Associates PA
/ 55D1 McNeely Drive
NO-MOW VEGETATION A5 SPECIFIED Raleigh, NC 27612
[phone]
/
W W W W W SOD AS SPECIFIED
y W W W W PINE STAKING s Structural Engineer TYP L-616 LHC Structural En ineers
////////////1/ 9
iiiiiiiiiiiifi FLED MULCH AS SPECI 1015 Wade Avenue
Raleigh, NC 276D5 Is-MC 30' T1(PE "A"BUFFER [phone]
. , . , , LAWNJGRASSING AS SPECIFIED 5-ASL
38-PT Civil Engineer
W 3-QN 5-PR Bass, Nixon 81 Kennedy, Inc. W 6310 Chapel Hill Road, Suite 250
i W W W Raleigh, NC 276D7
W W W W • W W W W W W W W W W W '1' [phone]
W W W w i W W W W W W .y W W W W w w k r W W W W W r
W W W V, W W W W W
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W W W W W w W The Woo#en Camyu~anV W W W ` 1-
W W W W W W W W W - W 10,00' x 3oo•ao' 120 North Boylan Avenue
W W W W W W w W W W W W W W W V W W W W ~ W W PROPOSED ACCESS Raleigh, NC 27603 W W W W W W W W W W W W W EASEMENT [phone]
W W W W W W W W W W r W W W W W W W W W W W W W W W
w w W W W W W W W W W V W W W W W W W W W W W W W W W W W W / TO PARCEL WITH
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GENERAL NOTES;
See utility drawings to avoid t SHEET TITLE Igs to avoid utility line 1. Field topographic information taken from digital file from Bass, Nixon & Kennedy Inc. Consulting Engineers
BEFORE You DIG conflicts with large tre( rith large trees. dated : October 14, 2010 GRAPHIC SCALE
2. Boundary shown is taken from digital file from Bass, Nixon & Kennedy Inc. Consulting Engineers.
CT- 0 P 3. Wetland areas are taken from field survey digital file from Bass, Nixon & Kennedy Inc, Consulting Engineers. 40 o 20 40 eo 160 Planting Plan
CALL 1 800 632-4949 See Sheet L-404 for Plant PLANTING NOTES; 104 for Plant List
N.C. ONE-CALL CENTER I 1. All areas of the site shall be covered by lawn grassing, sprigging, sodding,
IT'S THE LAIN no-mow vegetation, plantings or mulch, No areas on the site shall be left bare. { IN FEET )
1 inch M 40 ft.
See Sheet L-305 for !et L-305 for SHEET NUMBER
Courtyard Planting Bed Lo( sting Bed Locations
See Detail 1511-616 for Subsoil F for Subsoil Preparation L-401

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L-404 L•404 L-403 ANDENGINEERING DRAWING IS GIVEN IN N
Vj ' COPYRIGHT NOTICE: THIS ARCHITECTURAL CONFIDENCE AND SHALL BE USED ONLY
~ PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER USE,
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NUMBER OF PLANTS IN BED OR GROUPING Courtyard Planting Bed Locatic MADE tions OFF RATI0 G TARCHITECOSINC. ALL COMMON Bed Loca
KEY FOR PLANT IDENTIFICATION NO-MOW VEGETATION AS SPECIFIED See Detail 15/1-616 for Subsoil Prep Subsoil Preparation LAW RIGHTS OF COPYRIGHT AND GENERAL NOTES: RATIO OTHERWISE ARE HEREBY SPECIFICALLY
D DIC SEE PLANT LIST
SPACE AT 10" ON CENTER 1. Field topographic information taken from digital file from Bass, Nixon & Kennedy Inc. Consulting Engineers RESERVED. dated : October 14, 2010 GRAPHIC SCALE SHEET TITLE
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PROPOSED TREES OR SHRUBS lar a trees. 3• Wetland areas are taken from field survey digital file from Bass, Nixon & Kennedy Inc. Consulting Engineers. 40 0 20 40 s0 160 9 r~
INDICATES FULL EXTENT OF MULCH STOP conflicts with large trees. PLANTING NOTES: Planting Plan
MULCH AS SPECIFIED CALL 1 800 632-4949 1. All areas of the site shall be covered by lawn grassing, sprigging, sodding, - -
N N.C. ONE-CALL CENTER INDICATES INDIVIDUAL TREE TO REMAI T S TiE I AW See Sheet L-404 for Plant List for Plant List n0-mow vegetation, plantings or mulch, No areas on the site shall be left bare. ( IN FEET )
1 inch = 40 ft.
LAWN/GRASSING AS SPECIFIED i PROPOSED TREELIKE .
SHEET NUMBER
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IT'S THE LAW
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I I W W W W W W W y W w W W W W y W W W W w y y W W W~ W ( llV I! EET ) I y W W w W W W W W w W W W W W W W w W W W W W W W W / i...- W W W w W W W y W w w W W W W W W W W W y y / W y, W y V W iL W W W 'Y w W W W W w W W w W W W 3-CJBD W W/ w W W w
1 y I W W W W W W W W W W W y W W W W W y W W W W W W w! W 1 inch = 40 tt. I W W w W W I W W i W W W W W w w W W W W W W W w y w w ' 60-t.MV w W w W
I ~ W W W W W y y y y W W w W W W W W W W W I~l~ y Y w ,~Y W w W y y W W w .I. W +Y W w W W W W w W J. / , / ~ / @12"OC W W / w W W {.'iVii Ell 1neeP
I / W W W W W W W W W W W W W W W W W W W W w W W W 11 W I W W w W W W W W W w W W W W W W W W W W W W W W W (W w W 1 W w W W W W W W W W y y W W W W W W W Bass Nixon & Keened Inc. r ~ , / ~ Y~ ~ W iW y W w W w y W W W W W W W W W W W W w W 3-ZSyG W W W
I V +A.~ W W W W W W W W W W W W W W W W W W W W W W W I W GENERAL NOTES I W W W W W w w W W W W W W W d• W W W W W W W y y W /W W 6310 Chapel Hill Road, Suite 250 wi W W w w W w w W W w W ~ w y W w W
I I W W W W W y w W W W W W W W W W W W W y W W W I 'W 7-JCNC Raleigh, NC 27607 ~ W iw W W W W y W W W w y y w w W y W W y w ~ Y W W/~ W W w W
1. Field to o ra hit information taken fram di ital file from B z p 9 P ry/~ g ass, Nixon & Kennedy Inc. Consulting Engineers p y W w w W W W W W W W dated ;October 14, LV10 I I w W W W W W W w W W W W W w IW W 'W W W W w w W W S' w W W W W W y W W w W (919)$51-4422 ~ W iW W W W W W w W w W W w w w w W w W W J y y/ ! J ,y W y y
2, Boundary shown is taken fram d'i ital file fram Bass Nixon & Kennel In . I W W W y w W W W w W W w y W W W W y W W w W W I y 9 y c Consulting Engineers, I W w W w W W W W W y W y W W W w W W W W W W W W W IW , 3"EAC W i W w W W y W W w W W W W W W W, w W w
3. Wetland areas are taken from field survey digital file fram Bass, Nixon & Kennedy inc. Consulting Engineers I I W W W W W w W w W W W W W W W W W W W W w W W I W . W IW W W w W w W W W W W W w W W w / y / y W W W Plumbin I~ilechani I
PLANTING NOTES; I E W W W W W W W W W W W W w W W W y W W W W W W W W 3W 4 ! W W w .Y W W W W W W y W W W J 3-CJBD W W W W Ga IEIeCtricallCivil ~ W !W W W w W W W W W W W W y W w W W W W W ~ ~Q-LMU W , W W W w The Wooten Company
I ~ W W W W W w W W W W w W W W W W W w W W W W WI w 1, All areas of the site shall be covered by lawn grassing sprigging sodding ~ I / ttt WI W w W W W w W W W w W W W W W W W W I ~ I @12"oC W W " W w ttt W W W w w w y 120 North 13oyian Avenue
W W W W W w W W W W W w y W W W W w W W W W W W W W na-mow vegetation, plantings or mulch, Na areas on the site shall be left bare. I I y W W W w W W W W W W W W W W y W .y W w y y w ,yI W iW w W w w W W W W W W W W W W W w W y W W W W W 3 W W W w w w W W W W W w W W w I I A-J~N~ d, W W RalP.l~h, NC 27603
1 4 W W W w W W W W W W Jr W W W W W w W w W W W W W E W I W E W W W W ~Y W w W W iY W W •L W W W w w W W w I / -i W W w 919 828-0531
I W W W W W W W W W W W W W W W W W W W W W W W WI W ~ I W W W W W W W w W W W W W W W W y W W W W W W w I O @ I / W W ( ) i W J W W W W W W W W W W w W w W W W (1_C W w W W W
I I ~ W Iy / W W W W W W W W W W W W w w W W W W W W W W y W W i w W w W W W w W W W W W W W W W W W W W I i / 9 Lri1. / W W W W W I 4-ZSVG w W W w w W W W W W y W W W W W I '
I w W W y W w W W W W W w y W W W W w W W I W W W W W W W w W W W W w w W y y w W W w W W ~ ® I W W W W Raofin ConSUltant W ~ I~ / W W W W W
I y W W W W W w W W W W W W W W W W W W y W W y I :;q~ See utility drawings to avoid utility line w W W W W w W W W W W W W W W W W W y W W W W W W W w W w y w W y W W W W y I I / y W W y W W Stafford Consulting Engineers
.l I I W W W W W W W W W W W W W W W w W W W W conflicts wEth large trees. ~ W W W w W W W W W W W W W W w W w W W W W I 6 ® I r 33-JCS W / W W W W W W W W W w W W w y W W w W W W W y I I W W w W W 130 Edinburgh South Drive
I ~ W W W W W w W W W W W W W~ W W W W W W i W 111 / i W W w W W W w W w W y W W W w W W w w y W I I ' I I y y W y, Cary, NC 27511
I W W W W W W W W W W W W W W W w w w W W y I W W W W W W w W W W W W W W W W W y W W I W V{ W W W W W W W W W W W W W w w W W W W W W / W w/ W y W W W w W w , ® , ~ / [phone]
See Sheet L-305 for I I W W W W W W W W W W W W W W W E W W W W i W Courtyard Planting Bed Locations SEE PLANS BY BNK ENGINEERS I W W W W W W W w W W W W W W W W W W W i W W W y y W W w W W W W y W W W W W I ® I / W / W W w W w W W W W w W W W W W W W w y y W W W W W r I w , W W W W
I f y W See Detail 1511.616 for Subsoil Preparation I / W W W, W W W y W W W W W W y W W W W ~ w W i W W W W W W W W W W W W W W W W W w w f W W W W Food Service
FOR ROADWAY IMPROVEMENTS W W W W W W Ji 3' w w y. W y w.. W W w ..W . W. W W W w W W W y I 6 5 g ~I w w y./ w w w.. y W i W W w w W W W W W W w W W W w W W W W I I y / W W W w
I I W W W W W W W W W W W W W W ~ W y W W W W W y W W W W y W W w W W W y ~ FooDesign Associates w W W y W W W W y y y y W W W W W W W I I W w W W y w ~ 5828 Oak Driv
I W W W W W W W W W W W W W W W W W w y W W W W w W W W W W W W W W W W W W W W W ~ I W W W W W W W w W y W W W ® I W W ' w W W W e
3O STREETSCAPE BUFFER © W W W W W W W W W W y w W W W W W W W W W W W W W W W W W W W W W W w W W W W W W I I y y ~ Chariotte NC 28227 w W \W W 1 y W w W W W W W W W W W w W W W W w W W 0 W W / /
{ I E 12 AR A ' 1 - - W W W W W W W W W W W W y W W W W W OG (ter rubrum October Glary) ~ y W w w w y y w W w W W i W I ~ w w _ [phone] W W w W W W W W w W W y y y W W W W W ~ W W/// / W W' W W y
y I I I W W' W W W W W ~ W ~W 4 ASL (Ater saccharum Legacy) W W W W W W W W W W y W W y w W W ' y ~W W W y .W W W W W W y W W .V W W y 4 ® ~ w W W -.y W IW w W W wv W W W w W y W w W W W y W ' W ' W w~ w y W Z
I I W I W W BEFORE YOU I]IG Meet Buffer Requlremenk W W W W W w W W W W W W W W W W W W W W W ' /V w W w W W W W W w W W W W W W W I ~ y W W~ w w ~ Th$atTir l/~nq~lta nt
I I r 4 W W W w W W W W W W W W W W W w W W W. W 1 I W W W W y W W W W W w W W W W W W W / W W W W y W w W W W W W w W W W w W w y w W ® ~
I W W W W W W W W W W W W w W S • ~w W W I W y' W W W w W W w I w W w /W W W W Stagewarks ~ W W W EX~AVa`fEDWEDG'l= y6 + W / w W W W 1100 C i l W W,,, W W W W W w w W w W W W I W e W W W W w w ap to Slvd
CALL 1 800 632-4949 ) W W W W w W W y W W W W W W W y N.C. ONE-CALL CENTER I I W W W W W W W y y W W W w ~i6 w W w 'WV1'6 f ® ® y/ w / W W 'W W W Raleigh, NC 27603
PLANT SPACING 13 W W W W w W W W W W W W W W W W l 7 I I / W W W w y W W w W W w W W W W W w W W W W W w W w y W W W W W W W I / W W Wf W w y y [phone] > > W W W y w w W W W W W W W W W W W W W W W W! W y w
TYP L^616 ~ W y W W W W I I W W W W W W W W W w W W W W W W w y w W W W W w w W ~ ® W/ W W w W W
X I W W W W W W W W W y W ' V I W W W W W W W W W W y w S-INKS I w W J W W W W W W W W W W W W W W w W W 4' W W w w W
• 4 W W y W w W w I y W W w W W W W W W W W W W W W w W W W y W W ~ W W ' W W w W rW w W W W W W W y y y PI S KI " 8 w W I Q 1® /
1 1 9 I W W W 1-IOEB . , ter, I 59-iUN r w y ~ W W I ~uasiusr I W W W4-•~' W W W y !I// ``~~1~ll~li~llfl
j I 3+BNHM , ' ' UN w W w w W W W W W w Y I P w y w LJElb W •L W w W w W W W W w W W W w W W W W W w I w W w w ,~~a.~N CARp<~'/., CARp~'//// ~k.'?., ~7 A~ n
I GROUP PLANTING 7 I W W W W W W W W W w W W W w W W W W w y I ® w % w W y W W O'C` pE e, ' Y I y//// „ W W w W W W W W W W w W W W W W W W w' w W W W y ~a ~•~a4~~ AR~~' 9 /~s ',.~p~yU$CaA•,9
I TYP L°516 I / i H' W W y W w W w w y W W W W W w w y y W / ~ ~ ~ • ~ F'' ~ W W W W W W y s~ ~
I / I / / w W W W W W W W W W W W ' W W /y '1J w ;w C-~9 :r 299
I / / I W / ' w w w W w w W W W W W W W w w W W W W y W y y ~ ~ ? / W W W W W y y w w W W W W W W W w W W r 70 ^t Q ~ ~
I W W W W w w W W W W W W W w W w W W ? fln.~ r^ ; . ~
PLANT LIST ~ W W W x I y w W W W W W W W W W W w y ~ w y W w W W W w W W w w w W w w / / / r'' ••11~ / ~'A
I 3-A M Note: Quantities are not guaranteed. All plants shown on plan must be planted. 3-M SG W W w W W W W W W W W w w W w W w W //lDIflF1111t~~~ I~ ~11~~',
I ~ 350-LMV 3-PRCT B&B=Balled and Burlapped, CON-Container stack @12"ot 3-INKS 8-ICCA / 4-ICBN p W W W w w W W W W W W W W W w W / AROG a `
Minumum I 3-IAF Key Quantity Botanical Name Common Name Ht. Spr• Cal. Root Comments W w W W W W W W W W w W y W W W W W y ~ / 4-]CSM W W W W W W W W w W W / PRI.I
/ / / W W w W W W W W W W W W W W y y
ABA 7 Acer beurgerianum'Aeryn' Aeryn Trident Maple 8' 4' 2.5" B & B / 6 CJY W W W W W W W w y W W W W W y /
APB 5 Acer almatum'Blood ood' BI ' " I I I / ~ ~ p 9 aodgood Japanese Maple 7 4 3 B & B Full Plants ' / f ~ ~ ZSVG ' -ZSYG W W W W W v w w w W W W W w W W / / B I D SFT W W W w W W W W y W MMw f
AE 20 I ~ / " / Aspidlctra elat~or Cast Iron Plant 12 12 - Con. ~ • / / / / I / / / W W W w w 3"JCSM
ARAI 80 A'u a re Ian II ~ 15-NDHD I g p s astro• imp, AJuga - 6 Can. ~ 6-LCD I ~ 'r W W y y y W f ~ / f SHEET ISSUE 04A8.11
AJUD 2 Acuba japonica 'Variegate' Variegated Acuba 30" 18" - Con• ~ 7-ICCA I I / / W W W W W W ' 6-] M
AROG 92 Acer rubrum 'October Glory' October Glory Red Made 12' 4' 3" B & B I 5-LCD 3-CJY I ~ 3-C]Y ~ W w w W W ~-C]Y ~
ASGM 22 Acer saccharum 'Green Mountain' Green Mountain Sugar Maple 12' S' 3" e & B I W w W 14-JCNC I w W w W W ti AROG .NC W W W w / lU-PT 5-ICCA
ASL 22 Ater saccharum'Le a Le ac Su ar Ma le ` W W W W 9 cY 9 Y 9 p 12 5' 3 g~B ` I /r/// W W
I W W / BNHM 39 Betula nigra'Heritage' Multi-stem Heritage River Birch SO' 4' 3" B & B Min. 3 trunks I I / W W JCSM ' 2-PRCT / w W W W
BNH 4 Betula nigra'Heritage' Single-stem Heritage River Birch 10' 4' 3" B & B I I 1 W W / { w W W W W y y W W W W ~
I I W f ZSVG CJBD 24 Cryptomeria japonica'Black Dragon' Black Dragon Cryptomeria 4' 24" - Con• Full to base JYG W W W W w y W ' 8-JCNC JCSM
I W CJY 98 Cryptomeria japonica'Yoshina' Yoshino Japanese Tem le Tree i ' ~ W / 18-PT' p 0 4 3" B&B I 18-PT ~ ~ ~ / AROG /
` W CKMW 1 Comus kousa 'Milky Way' Milky way Chinese DcxJwaod 6' 3' 3" B & B o . / CJY 3-PT a / /d / //r~
I W ? CLl 13 Cleyera japonica Japanese Cleyera 3' 24° - fin, j 25-PT ~ e / . / / / 12-ICN --25-PT p/ / / . .o/ / r ZSVG
X I I CSY 11 Camelia japonica'Yuiekide' Yuletide Camelia 3' " - y . ~ d d ~ 6, 5-ICCA
24 Con• ZSVG ~ I I W EAC 87 Euanymus alatus'Compactus' Dwarf Burning Bush 24" 24" - Con• w / ZSVG ' / F!! 2-PRCT ZSVG
II II I ~-ARaG FJ S Fatsia japonica Fatsia 24 24 - Can• I 3-MG W " " /y / / 9/ /
~ HLAM 12 Haste lamcifalia 'Albpmarginata' Varie ated Hosta - - - 2 Year Clum 5-ASGM / J/ / /!/J1 / /
9 Con• p X I ) IAF 47 Ilex attenuate 'Fosteri' Foster Hall ~ Full ~ W 3-ICN 6-JCSM "
Y 6 3' 2.5 B& B to base 2 I ~ ICBM 78 Ilex cornuta'Burfordii Nana' Dwarf Burford Holl I W ZSVG ZSVG ZSVG ZSV
Y 24 24" - Con• l ~ W ICCA 431 Ilexcornuta'Carissa' CarissaHoily t?" 1?" - Cnn I l 16-ICN 12-JCNC ~ ARgG / . 1 3"IAi= ZSVG ZSVG ZSV
1~ / ZSV ~ ~ I I I I I I o ~ ~ -ecr_~n '
ICN 71 Ilex cornuta'Needlepoint' Needlepoint Holly 24" 24" Con, ll.lVl I v ZSVG . , /
INRS Ilex h brida'Nellie R. Stevens' 135 y Nellie R. Stevens Holly 6' 3 - B & B Full to base / 8-INKS
1 W IOEB 11 Ilex opaca 'Emily Brunner' Emily Brunner American Molly 6' 3' - B & B Full to base
IV 81 Ilex vomitoria I W Yaupon Molly 3 18 Con. I W
IVN 338 Ilex vomitoria'Nana' Dwarf Yaupon Holly 12" 12" W ECED BY
JCNC 326 Juniperus chinensis'Nick's Compact, Nick's Compact Juniper 18" 24" Con, Con. I I~.. W
JCSM 358 Juniperus chinensis Sea Mist Sea Mist Juniper 18" 24 Con, r~IDEP ARQG 3-INRS
LCD 182 Loropetalum chinense'Daruma' Chinese Fringe Flower 15" 15" W
LIT 43 Lagerstoemia indica'Natchez' Natchez Crapemyrtle 8' Con. I l 3" B & B Min, 3 Trunks I W 3-C1Y 6-JCSM yi ~ J
LITA 18 Lagerstroemia indica'Tuscarora' Tuscarora Crape Myrtle 10' 4' W , 3 INRS W W W W 0 APPROVED BY
LI71J Lagerstroemia indica Tuskegee 311 B&B Single Stem W W Tuskegee Crape Myrtle 8' 4' 3' B & B Min, 3 Trunks 3CJY S9-PT W W - W W W 42-PT KMD co
LMB 819 Uriope muscari 'Big Blue' Big Blue LirioP I e Y Con, 3 Bibs/min/per Location I W W W 41 "T
W LMV 7253 Lirigpe muscari'Variegata' Variegated Liriope - - - Can. 3 Bibs/min/per Location ~ I ~ W y W W W W / ~ / _ M1 W W ,I
W MB 30 Mahonia bealei Mahonia 24^ 18 Con, W 4 W W W W W / / r ti W W
MC 90 M I ynca cenfera Wax Myrtle 3' 18 Can. X 28-MC PROJECT NO. f 110021 1-16ROL
MG 25 Magnolia granditlora Southern Magnolia 10 4' 4 B&B /
NDHD 69 Nandina domestics Harbour Dwarf Harbour Dwarf Nandina " 12" Con. ` 6 QN
OHR 53 Osmanthus heterophyllus'Rotundi 12 foli ' False Holly 24^ 24" C. SHRUB PLANTING1 COPYRIGHT NOTICE: THIS ARCHITECTURAL ' AND ENGINEERING DRAWING !S GIVEN IN TYP L fi16~ , CONFIDENCE AND SHALL BE USED ONLY
PAT 220 Pachysandra ter i I mrnalis Pachysandra 411 6 Con, ~ 13-INR PURSUANT TO THE AGREEMENT WITH RATIO
1 TREE TY PLANTING to P mm fCH 34 Pistachio chinensis Chinese Pistachio 10' S' 3" B & B Quart Size Min. P. L 616 3-0) ARCHITECTS, INC. NO OTHER USE,
PIFL 3 Pieris florida Pieris 30" 24° - Con, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT
I ° 1, PLS 15 Prunus laurocerasus 'Schikaensis' Skip English Laurel 18 p P 181, Con. OF RAT3O ARCHITECTS, INC. ALL COMMON
I PLZ 35 Prunus laurocerasus'Zabeliana' Zabel Laurel 18" 1$" - Con, RATIO LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY
I._ PRCT 62 Prunus cerasifera'Thundercloud' Pur leleaf Plum 8' 4' 251 P B & B_ RESERVED.
PSO 14 Prunus serrulata'Okame' Okame Cherry 8' 4' 2.5" g & g " SHEET TITLE
PT 449 Pinus taeda Loblolly Pine 4' - 1.5" - - Con/B&B ~ y..r----- I .r 30 TYPE nAn BUFFER ~
QN 9 Quercus nuttalli Nuttal Oak 12' 4 3 B&B W I r~_. "r" ~ Existing Vegetation Meets Buffer Requirement ~
ZSVG 119 Zelkova serrata 'Village Green' Village Green Zelkova 12' 4' 3" B & B n W Planting an

SHEET NUMBER
L-404

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5551 Rock Quarry Road
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II I I Architec#
II I I RATIO Architects, Inc.
II j 135 E Martin Skreet, Suite 101
III I I Raleigh, NC 27601-1371
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I 5501 McNeely Drive
1 Raleigh, NC 21612
f ~ I {919} 782-9677
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/ / l DIRECTIONAL SIGN "B" 1 ~ i I 6310 Chapel Hill Road, Suite 250
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I {919}851-4422 I
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I I The Wooten Company 1
~ f ~ / / I 1o.ao~ x 3oa.co' 120 North Boylan Avenue I
i ~ PROPOSED ACCESS Raleigh, NC 27603 EASEMENT (919 82$-0531
/ / I TO PARCEL WITH
/ / i e I I PIN #1768,-02-6b-518 .
~ ~ REPLACING EXISTING I hoofing Consultant
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i i 0 / 130 Bdinbur h South Drive 9
/ / Ca , NC 27511
/ / 919}461-8125 (
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PAINT 4" SOLID RED LINE IN 5828 Qak Drive
~ / CENTER OF CURB VALLEY Charlotte, NC 28227
/ / 704 545-6151 { )
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INDICATES NCDOT STD. 1205.08 'NO PARKING - FIRE LANE" WITH YELLOW CO FR "NO PARKING - FIRE LANE" WITH YELLOW COLOR CHECKED BY PAINT 4 SOLID RED LINE IN B C L__ Q S ` t u
DIRECTIONAL ARROW PAINTED MINIMUM 8" HIGH LETTERS SPACED 6" FROM BUS/SERVICE SIGN „M, t CENTER OF CURB VALLEY MINIMUM 8 HIGH LETTERS SPACED 6 FROM DEp L-sot ASPHALT/CONCRETECUTTER EDGE AT 40' _ EXISTING FARM PATH ~
ON ASPHALT SURFACE. (TYP.) ASPHALT/CONCRETE GUTTER EDGE AT 40' { IN I ERVALS NEAR A FIRE HYDRANT, ALSO _ _ ` - - -
INTERVALS NEAR A FIRE HYDRANT. ALSO f P"NO AINT 4" SOLID YELLOW LINE ON ASPHALT PARKING -FIRE D PARKING - FIRE LANE" WITH YELLOW COLOR PAINT 4" SOLID YELLOW LINE ON ASPHALT J
AT CONRETE GUTTER EDGE MINIMUM 8" HIGH I NIMUM 8" HIGH LETTERS SPACED 6" FROM AT CONRETE GUTTER EDGE APPROVED BY 0
ASPHALT/CONCRET BETE UTTER EDGE AT 40' e PHALTJCONC G co
STOP SIGN INTERVALS NEAR A PAINT 4" SOLID YEI 1TERVALS NEAR A FIRE HYDRANT. ALSO KMD "Ir INT 4 SOLID YELLOW LINE ON ASPHALT co
AT CONRETE GUTTI CONRETE GUTTER EDGE c
F b INDICATES NCDOT STD, 1205.08
STOP BAR { DIRECTIONAL ARROW PAINTED PROJECT NO.
v v v v v v ON ASPHALT SURFACE. (TYP.) 110021 H6ROL
STOP BAR
or, AND ENGINEERING DRAWING IS GIVEN IN
ra"• 'F ' COPYRIGHT NOTICE: THIS ARCHITECTURAL STOP SIGN N CONFIDENCE AND SHALL BE USED ONLY ~4 PURSUANT TO THE AGREEMENT WITH RATIO
y ARCHITECTS, INC. NO OTHER USE,
DISSEMINATION OR DUPLICATION MAY BE
I „r MADE WITHOUT PRIOR WRITTEN CONSENT RATI INC. ALL ARCH L-502 O W R GOHTS OFITECTS,
L-502 MATCHLINE ANDCOMMON RA [ I o OTHERWISE ARE HEREBY SPECIFICALLY
STOP BARS - PROVIDE WHITE PAINTED STOP BARS WHERE INDICATED, GENERAL NOTES: RESERVED.
BAR SHALL BE 12" WIDE AND SOLID, ACROSS FULL WIDTH OF EXIT 1. Field topographic information taken from digital file from Bass, Nixon & Kennedy Inc. Consulting Engineers SHEET TITLE
LANE (EXCLUDING CURB AND GUTTER), AND SET BACK APPROXIMATELY dated : October 14, 2010
FOUR FEET FROM EDGE OF TRAVEL LANE (BASED ON FACE OF CURB). 2, Boundary shown is taken from digital file from Bass, Nixon & Kennedy Inc. Consulting Engineers.
BEFORE YOU DIG TRAFFIC SIGNAGE AS SPECIFIED IN SECTION 02800 3. Wetland areas are taken from field survey digital file from Bass, Nixon & Kennedy Inc. Consulting Engineers. Traffic Marking
Irrigation an STOP GRAPHIC SCALE
CALL 1 80C 632-4949
N.C. ONE-CALL CENTER 40 a 20 4o so 160
IT'S THE LAW See Sheet L-504 for Drawing Legend IN _1~~ ~ ~ ~ ~ ~ ~ = I SHEET NUMBER
( IN FEET )
1 inch = 40 ft. L-501

L-501 L-501
1 DIRECTIONAL ARROW PAINTED MINIMUM HIGH LETTERS SPACED 6" FROM
ON ASPHALT SURFACE. (TYP.) ASPHALTJCONCRETEGOTTER EDGE AT 40' CENTER OF CURB VALLEY
INTERVALS NEAR A FIRE HYDRANT. ALSO ASPHALTJCONCRETEGUITER EDGE AT 40' FJ(iSTING FARM PATh INTERVALS NEAR A FIRE HYDRANT. ALSO " ~
PAINT 4" SOLID YELLOW LINE ON ASPHALT "NO PARKING "NO PARKING -FIRE LANE"' WITH YELLOW COLOR PAINT 4 SOLID YELLOW LINE ON ASPHALT
AT CONRETE GUTTER EDGE MINIMUM 8" I MINIMUM 8 HIGH LETTERS SPACED 6 FROM AT CONRETE GUTTER EDGE
ASPHALTJCOf STOP SIGN 3 ALTERNATIVE FUEL INTERVALS N ASPHALTJCONCRETEGUITER EDGE AT 40' INTERVALS NEAR A FIRE HYDRANT. ALSO
PAINT 4" SOLID YELLOW LINE ON ASPHALT `
L-602 5IGNAGE TYP. PAINT 4" SOL E.. AT CONRETE AT CDNRETE GUTTER EDGE -r
E*• STOP BAR ~ INDICATES NCDDT STD. 12gS.08 }
DIRECTIONAL ARROW PAiNTEb
V V V V V V ON ASPHALT SURFACE, (TYP.}
®wner STOP BAR Walte COUnty Public SchA01 $ Stem
O ~ Y
\ ~ ri' STOP SIGN 5551 Rock Quarry Raad
\ ~ Raleigh, NC 27610
~ I 2 ~ ~ LOADING ZONE ~ , STOP SIGN 1-602 SIGN {TYP) [phone] 1 DIRECTIONAL SIGN "P"
4" L-602
~ 1 AF 1 1 I ~ STOP BAR Architect
AF AF STOP SIGN RATIQ Architects, Inc.
{ AF AF 1 DIRECTIONAL SIGN "O" 135 E Martin Street, Suite 101
P I L-~oz ~ Ralei h NC 27601-1371 g,
~ 5T P AF ~ O SIGN 919 821-0805 t )
I STOP BAR AF AF r~~ Ee 3
J E.. ALTERNATIVE FUEL SIGNAGE TYP, ~-8A2 aF a~ .
~ nF f AF Landsca a Architect
l McNeel A ~ y ssociates PA
f RF 1 5501 McNeel Drive
1 r PAINT 9'x18' CAR PAR N Y - KI G Raleigh, NC 27612 I WITH 2" BLUE STRIPING [phone]
1 n n ~ ~ LOADINGIUNLOADING ZONE ALL CAPS
j ( ? J ~ MARKINGS WITH 8 HIGH LETTERS IN STOP BAR
~ ~ F WHITE PAINT AT 20' ON CENTER PAINT 4" SOLID RED LINE IN 1 ~ BUS AREA; PAINT 9'x19' CAR PARKING i ~~-TP
~ \ - - - ALTERNATE WITH FIRELANE TEAT 1 CENTER DF CURB VALLEY ~ WITH 2 BLUE STRIPING FIRST, S O SIGN Structural Engineer THEN PAINT WHITE BUS PARKING SECOND _
l ~ ~ ~ f LHC Structural Engineers
~ H 1015 Wade Avenue Raleigh, NC 27605
~ ~ N ~ H H H D L LOADING(UNLDADfNGZDNE (ALL CAPS} X919) 832-5587
1 MARKINGS WITH 8" HIGH LETTERS IN INDICATES NCDDT STD. 1205,08 WHITE PAINT AT 20' DN CENTER - DIRECTIONAL ARR W
1 Y I TC TC T T ~ TC O PAINTED ALTERNATE WITH FIRELANE TEXT ON A PH S ALT SURFACE. (TYP.)
j Civil Engineer
~ PAINT 4" WIDE WHITE "SKIP LINES" TC BENCH BEN ~ CH J PAINT DASHES fi'-0" LONG @ 10'-0" ON CENTER ~ Bass, Nixon & Kenned Inc. Y~
1 j TC 6310 Chapel Hill Road, Suite 250
Raleigh, NC 27607
I ACCESSIBLE PARKING f 1 - ~ [phone]
~ 5IGNAGE (T1'P) L-60~ 2 BENCHE ~ S -10 TABLES SLES
~ BENCH
~ ACCESSIBLITYLANE 3 Plumbin IMechanicallElectricailCivil TC 9 14 BENCHES PAINT 4" WIDE WHITE "SKIP LINES°
~ STRIPING TYP, ~•6oi The Wooten Company PAINT DASHES 6-0 LONG @ 10-0 ON CENTER 120 North Bo Ian Avenue
Y
1 Ralei h, NC 27603 9 919 828-0531
. j BENCH TC ~ ~ )
TC
Roofin Consultant
Stafford Consultin En ineers g g
130 Edinbur h Sauth Drive 9
Cary, NG 27511
919 461-8125 ~ )
1 LOADING ZONE SIGN ~ R "ND PARKING -FIRE LANE" WITH YELLOW COLOR
TYP L~soz ~
r _ BENCHES _ ( ~ MINIMUM 8 HIGH LETTERS SPACED fi FROM Food Service ASPHALTJCONCRETEGUITER EDGE AT 40'
~ BENCH INTERVALS NEAR A FIRE HYDRANT, ALSO FooQesign Associates
6 BENCHES PAINT 4" SOLID YELLOW LINE ON ASPHALT 5828 Qak Drive
~ 2 BENCHES 2 BENCHES [ter. AT CONRETE GUTTER EDGE Charlotte, NC 28227 [phone]
J 3 ALTERNATIVE FUEL
I•saz SIGNAGE TYP, 1 DIRECTIONAL SIGN "I" Theater Consultart
L-~oz Stageworks
, 1100 Capital Blvd
a ~ Ralei h NC 27603 9.
I PAINT 4" WIDE WHITE (919) 839-228$
2BENCHES v v v v v v v v v v v v v AF AF "SKIP LINES" PAINT DASHES
BENCH aF Af AF AF AF 6`-O" LONG @ 10'-0" DN CENTE
F f ~ ~
' TC ~ ~ s ALTERNATIVE FUEL F -602 SIGNAGE TYP. ~ui,~t~e~u,+r ~pNUn~„~
- ~ "NC "NO PA N - F ~ ,p~`qN `'AR~(~`'a, ,.~```N CARpf'4y RKI G IRE LRNE NlITH YELLOW COLOR ~ H ~ ~ ,a~Q~ /y ~i~ ~ ~ ~ 'i,
MII1 MINIMUM 8 HIGH LETTERS SPACED 6 FROM ~ ~ ,,••SCppE 9 ~ ~,~~s~ •.,'~y'.,
ASF ASPHALT/CONCRETE GUTTER EDGE AT 40 AF AF AF A~ AF : S ~ ~ ; ~ F
iNT INTERVALS NEAR A FIRE HYDRANT. ALSO ; w n'; = : : ~ r ;a C-39 ~IE~ z;K ;W 299 ~E:
PAtI ATE PAINT 4 SOLID YELLOW LINE ON ASPHALT 3 y aF AF AF •W AF AF AF AF A.~ AF AF ~ ~ •,r~ Qom; ~ p : ~ S: ~ y AT CONRETE GUTTER EDGE { H ~ ; : ~ • y.
.Gtr •,db~ ~ ~ p'~.' ~
N STOP SIGN r A ~ ~~e S 0' S50 , E . 3 Pb'f11~13E1{N~,1 1,~~~ l1~1,1
. ~ C1 ACCESSIBLITY LANE ~ H STOP BAR STRIPING TYP. L-601 ~ ~ ~
H
3-BENCHES
TC ' ACCESSIBLE PARKING 1
.r L-601 TC SIGNAGE (TYP} ~~D SET
SIGN t
TC STOP BAR ~
SHEET ISSf1E 04,0$.11 STOP BAR
3-BENCHES
STOP SIGN
i
n
STOP SIGN
INDI AT STOP BAR C ES NCDDT STD, 1205.08 DIRECTIONAL ARROW PAINTED F
EXISTING _ DN ASPHALT SURFACE. (TYP.) F STOP BAR
WETLANDS
STOP SIGN
i TC
DIRECTIONAL SIGN "I" 1 I
Q 3" MAIN STOP SIGN L-~oz ~l
TC TC STOP BAR f I ~
F
_ONTRbI I FR
F '
i DIRECTIONAL SIGN "F" 1
L-602 STOP SIGN
TC
I PAINT 4 WIDE WHITE SKIP LINES CHECKED BY
k / TC I BU PAINT DASHES 6-0" LONG @ 10'-0" ON CENTER I ~ e s
DEP
LSTOP BAR Y
/ XX XX / XX XX XX STOP BAR - J
STOP SIGN APPROVED BY xx
xx xx x co INDICATES NCDOT STD. 1205.08 KMD
611 PV DIRECTIONAL ARROW PAINTED
1 S LEEVE CO ON ASPHALT SURFACE. (TYP,) PAINT 4 SOLID RED LINE IN a, y
X CENTER OF CURB VALLEY X PROJECT NO.
110021 H6ROL
L-5q4 L-504
MATCHLINE L-503 MATCHLINE L-503 or, COPYRIGHT NOTICE: THIS ARCHITECTURAL ' AND ENGINEERING DRAWING IS GIVEN IN
F' CONFIDENCE AND SHALL BE USED ONLY 4114 .W PURSUANT TO THE AGREEMENT WITH RATIO
ARCHITECTS, INC. NO OTHER USE,
DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT
OF RATIO ARCHITECTS, INC. ALL COMMON
R AT I LAW RIGHTS OF COPYRIGHT AND GENERAL NOTES. OTHERWISE ARE HEREBY SPECIFICALLY
STOP BARS - PROVIDE WHITE PAINTED STOP BARS WHERE INDICATED. 1, Field topographic information taken from digital file from Bass, Nixon & Kennedy Inc. Consulting Engineers
BAR SHALL BE 12" WIDE AND SOLID, ACROSS FULL WIDTH OF EXIT dated ; October 14, 2010 LANE (EXCLUDING CURB AND GUTTER), AND SET BACK APPROXIMATELY SHEET TITLE
2, Boundary shown is taken from digital fie from Bass, Nixon & Kennedy inc. Consulting Engineers. BEFORE YOU DIG FOUR FEET FROM EDGE OF TRAVEL LANE BASED ON FACE OF CURB). g
C
T 0 P ( 3. Wetland areas are taken from field survey digital file from Bass, Nixon & Kennedy Inc, Consulting Engineers. TRAFFIC SIGNAGE AS SPECIFIED IN SECTION 02800 Traffic Marking
C/ CALL 1 800 632-4949
N.( N.C. ONE-CALL. CENTER GRAPHIC SCALE Irrigation an
iT'S THE LAW 40 0 20 40 80 160
See Sheet L-504 for Drawing Legend
SHEET NUMBER
( IN FEET )
i inch = 40 It. L-502

i DIRECTIONAL SIGN "R'
z DIRECTIONAL SIGN "I" ~•~oz
L-602
L-~oa ~'~OZ
TC i 1
i PAINT 4 WIDE WHITE SKIP LINES
PAINT DASHES 6'-D" LONG @ 10'-0" ON CENTER ~ ~ ~ ~ 1
STOP BAR ~ ~ Owner ~a - STOP BAR
J xx xx xx xx xx a~~~~:_ ~ ~ - Wake Count Public School S stem . STOP SIGN Y Y ~f,~~~ ,
xx xx u__ , . xx xx xx - 5551 Rock uarry oa
xx xx x Raleigh, NC 27610 INDICATES NCDOT STD.1205A8 ~
t,1 SF e 403, \ DIRECTIONAL ARROW PAINTED [phone]
PHALT 5 RFACE. TYP. PAINT 4" SOLID RED LINE IN ON AS U ( )
\ \ CENTER OF CURB VALLEY x x Architect
x + \
x J "DO NC RATlO Architects Inc. "DO NOT ENTER FIRELANE" '
~ / IN8"H 135 E Martin Street, Suite 101 IN 8 HIGH LETTERS WITH
~ 4" SOL' Raleigh, NC 27601-1371 4 SOLID YELLOW LINE F F x [phone]
f i~ x
~ ~
Landsca a Architect
"NO PARKING -FIRE LANE" WITH YELLOW COLOR McNeal Associates PA
P y MINIMUM $ HIGH LETTERS SPACED 6 FROM x 5501 McNeal Drive
9" L 66 Sf overt = 403, x ASPHALT CONCRETE GUTTER EDGE AT 40' x 'f '3 y 1 s DIRECTIONAL SIGN F _ Raleigh, NC 27612
x p f INTERVALS NEAR A FIRE HYDRANT. ALSO H x.602 919 7$2-9677 " NE N A PHALT ( ) PAINT ~ SOLID YELLOW LT 0 5 ~ H
AT CONRETE GUTTER EDGE E~
ACCE5SIBLITY LANE 3 ~3
~-6oi x i DIRECTIONAL SIGN) Structural Engineer - STRIPING TYP. x ~ ~ L•6Q2
x I LFIC Structural Engineers
x 1015 Wade Avenue
Ralei h NC 27605 ACCESSIBLE PARKING 1 9 `
A"PDL (919}832-5587 SIGNAGE (TYP) ~-60~ x STOP AR
~ Irrvett=403.00 x INDICATES NCDOT STD. 12gS.Q$ STOP SIGN
DIRECTIONAL ARROW PAINTED 1 DIRECTIONAL SIGN D - Civil En ineer
x ON ASPHALT SURFACEa (TYP.) ~-602 - Bass, Nixon & Kennedy, Inc.
x 6310 Chapel Hill Road, Suite 250
x Ralei h, NC 27607 x ~ 9
(919) $51-4422
x
x PiumbinglMechan#callElectricallCivi#
x x The Wooten Company
i 120 Norkh Boylan Avenue
Ralei h, NC 27603 g
~ x ~ x ~ {919)828-0531
~ x x
~ ~ , ® / ~ Rnnfin Consultant
~ 3 / ~ ACCESSIBLITY LANE / ~ ~-601 STRIPING TYP. Stafford Consultin En ineers g g
130 Edinburgh South Drive Cary, NC 27511
I x 919 461-8125 ( )
1
1 ~ 1 ACCESSIBLE PARKING
x ~ L•6o1 SIGNAGE TYP Pool Service
/ _ - ~ l`ooDesi n Associates 9
/ 5$28 Oak Drive
L r ~ Charlotte, NC 28227 PAINT 4 SOLID RED LINE IN
CENTER OF CURB VALLEY [phone]
W x x

xx xx xx xx Theater Consultant
~ xx x x x x X X a works xx ~ St e xx xx xx g xx
U sq~gr 00 NN' FMER FlTF UuF 1100 Capital Blvd
Raleigh, NC 27603 ~ -2 (919) 839 2 88
H H H H H " INDICATES NCDOT STD, 1205,08 sTD. ~zOS.a$ ~
ELANE" STOP SIGN ~ ~ DIRECTIONAL ARROW PAINTED i ~W PAINTED
WITH STOP BAR ON ASPHALT SURFACE, (TYP.) ACE, (TYP.) ,,.a.,,.~...-_ ~ _::::..r..
INE - -r
.
Yom,
E
DASHES STOP SIGN PAINT 4" WIDE WHITE "SKIP LINES" :w ~w
ON CENTER ~ STOP BAR PAINT DASHES 6'-0" LONG IQ'-l}" ON CENTER = ~ C-3~ c. ~ ' ~ : n: ~ ~ ,w .Y .O ~ z;
STOP BAR
F STOP SIGN
DIRECTIONAL SIGN "K" 1 h~~P ASSOC r~~4 E
L-602 1~Hmis,p~ ~ re inNt~
~ ' 1
STOP SIGN
i STC}P BAR
F STOP BAR BID SET
STOP SIGN
SHEET ISSUE 04.08.11
AR
N
F F

P BAR
SIGN ~
~ BIKE LANE ~
L-601 STRIPING TYP,
~ EXISTING
*~r ~ WETLANDS

PAINT 4" WIDE WHITE "SKIP LINES"
b NCDOT PEDESTRIAN PAINT DASHES 6-0" LONG @ 10'•0" ON CENTER EXISTING I
CROSSWALK SIGN R1-6b BLOW OFF I I CHECKED BY
I BU I ~ C EXISTING Q S
16 NCDOT HIGH VISIBILTY VALU WATER E DEP
i•6ui CROSSWALK (I YP)
a APPROVED BY o
dW~
KMD ~
Ln t (EXIS"ING) b PROJECT NO. 41
J W't4o?' 110021H6ROL i
1 COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN
\ CONFIDENCE AND SHALL BE USED ONLY
\ 744 . ~ PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER USE,
DISSEMINATION OR DUPLICATION MAY BE
MADE WITHOUT PRIOR WRITTEN CONSENT OF RATI 0 ARC H I TE CTS, I NC, ALL COMMON
R AT I LAW RIGHTS OF COPYRIGHT AND
GENERAL NOTES: OTHERWISE ARE HEREBY SPECIFICALLY STOP BARS - PROVIDE WHITE PAINTED STOP BARS WHERE INDICATED. RESERVED.
BAR SHALL BE 12" WIDE AND SOLID ACROSS FULL WIDTH OF EXIT 1, Field topographic information taken from digital file from Bass Nixon & Kennedy Inc. Consulting Engineers
LANE (EXCLUDING CURB AND GUTTER), AND SET BACK APPROXIMATELY dated : October 14, 2010 SHEET TITLE FOUR FEET FROM EDGE OF TRAVEL LANE BASED ON FACE OF CURB), 2 Boundary shown is taken from digital file from Sass, Nixon & Kennedy Inc, Consulting Engineers.
3. Wetland areas are taken from field survey digital file from Bass, Nixon & Kennedy Inc. Consulting Engineers. ~ TRAFFIC SiGNAGE AS SPECIFIED IN SECTION 02800
BEFORE YOU DIG Traffic Marking
STOP Irrigation an
CALL 1 aaa 632-4949 GRAPHIC SCALE N.C. ONE-CALL CENTER
iT'S THE LAW See Sheet L-504 for Drawing Legend 40 0 20 40 80 160
- SHEET NUMBER
( IN FEET )
i 1 inch - 40 ft.
L-503

L-502 L-~~2
LEGEND - O ~ ~ w 40 Serae~ Onl) ~ TC
Y I ~ z
s DETAIL FLAG I I ~ ~ r ~ L-aof DETAIL #JSHEET # I I ~ ~ TC ~ a
I ~ ~ I m' r N 3-BENCHES O
I I ' ~ i I ~ W
H ACCESSIBLE SPACE I ~ ~ I r
I I i
V VISITOR PARKING SPACE ~ I
~ ( Owner
AV ALTERNATNE FUEL VEHICLE PARKING I
I ~ ~ ExI STING Wake Caunty Public Schoo! System
PAINTED CRO WAL I I SS KJPEDESTRIAN ZONE WE?LANDS 5551 Rock Quarry Road Raleigh, NC 27610
I i {919) 850-16D0
I 1 -fir- 5IGNAGE
I I
I I PAINTED PAVEMENT MARKINGS '1 Architect ,
I I RATIO Architects, Inc,
ti 4 FIRE LANE MARKING I 1 p 3 MAIN 135 E Markin Street Suite 101
l I ATHLETIC FIELD s Raleigh, NC 27601-1371
'"'A-=~=t~, EM5 LANE MARKING 1 I 5UBDRAIN LAYOUT ~-si5 I K- P 5 NTROLLER (919) 821-08D5 U C COU LER
I I VALVE (TYP} L-616
a TRASH CAN (TC) I ( ATHLETIC FIELD 2
I i Landscape Architect SUBDRAIN (TYP} L•615 MCNeeI Associ8 e
O BENCH I I y t s l~A
I 55D1 McNeely Drive
TABLE I ~ Raleigh, NC 27612 k~ {919)782-9677
I I ~ TC
I I FIRE HYDRANT
I ~ - Structure! En ineer
3" MAIN ( ( - LHC Structural En ineers
IRRIGATION MAIN (PVC) I I 1 g 1 D15 Watle Avenue
I I „ i 6 PVC ~ Raleigh, NC 276D5
LATERAL LINE (PVC) I I SLEEVE {919) 832-5587
I I i ' I `
9p° LAWN TURF HEAD I I DV x i
WITH 3 GPM NOZZLE I I ~ ~ e x Civil En ineer
4 ~ I ~ ~ „ ~ 24 M ~ z Bass, IV~xon ~ Kennedy, Inc, Dv Q~
Q 18p° LAWN TURF HEAD ~ I 1~, 631D Chapel Hill Road, Suite 250 1
WITH 6 GPM NOZZLE ~ I I I I x Raleigh, NC 2T607 x- ~ ~ I i
1 1,5" ~ [phone] r 1 1.5 2.,
° I 0 36p LAWN TURF HEAb ~ L
WITH 1 ~ I 2 GPM NOZZLE i Piumb'rn IMechenicallElectricailCivil
I I 1 The w
° ~ I D i8p SBpp TURF HEADS x i Zane 2 oaten Company x V 48 GPM x 120 North Boylan Avenue
I I x Raleigh, NC 27603
® PLASTIC SOLENOID VALVE (EA, ZONE) I I (919)828-D531
1.5"-5V I I 1 1.5" 1 ~ 5 2,~
I I C
® I x QU CK COUPLER VALVE ~ I x x Roofing Consultant x i Zone 3 x
1 4 ( 48 GPM - x Stafford Consulting Engineers
1 ~ a a I 130 Edinburgh South Drive
~ GATE VALVE I I GV V Zone 4 I ~ Cary, NC 27511
I I 48 GPM ~ [phone] ® i ~ 1., 1.5"
~ MANUAL DRAIN VALVE IN BOX I I DV 1.5" 2„ i i
I I I ~ _ MANUAL DRAIN 4 l ~ food Service
® CONTROLLER I 0 ~ a I x
I VALVE (TYP) L•fif6 I ZONES i & 9 MUST RUN SIMULTANEOUSLY z I , x F04~esi n AsSAGlates M g ~ DUE TO BOOSTER PUMP REQUIREMENTS ~ ~ ® ' 582$ Oak Drive
I I ~ BOOSTER PUMP I ' V ' ;Y, ' ; Charlotte, NC 28227
k ~ I (704} 545-6151
1 I I I ~ 1 1.5" ~ x 1,5 2., , i x
I I LAWN SPRAY HEAD 1 r i
T(P L-6f6 Theater Consultant 4 e gl
I ( ) I Zone 5 I I Stageworks
I , 4$GPM TC ®i i ~ 1100 Capital Blvd
I I I I I ® ; x Raleigh, NC 27603
Zone 6 ~ x ~ ~ [phone] 48 GPM ' ® ~
GENERAL NOTES: I I ~ ® 1
1. Field to o ra hic information taken from di ital file from Ba N' I I p g p g ss, ixon & Kennedy Inc, Consulting Engineers 1" 1.5° 1.5" i ~
dated ;October 14, 201p I 2, Boundary shown is taken from digital file from Bass, Nixon & Kennedy Inc, Consulting Engineers. I ~ I 2" I / ~ ~ e D
NO PARKING -FIRE LANE WITH YELLOW COLOR 3, Wetland areas are taken from field survey digital file from Bass, Nixon & Kennedy Inc. Consulting Engineers, ~ ~ I MINIMUM 8" HIGH LETTERS SPACED 6" FROM ~s?t~l?IUHf~~J!
..^~a~ ' I i ~ ASPHALT(CONCRETEQUTTER EDGE AT 40' i ~ ~ a~' CAR ~~~~????CAni~,~~~, . , 1 C°7 of Roy i ZOne ~ <ma'~., ~ OQ, °i°, O~ ~y°°°
~ I I INTERVALS NEAR A FIRE HYDRANT. AL50 ~ ~ .'•gCApE~q•'.. 9 . ''N43~'•. '9 °°i 48 GPM ~ ri ~ : R~ ' i ~ ,•°4P ,~A,,
PAINT 4" SOLID YELLOW LINE ON ASPHALT / ti <
STOP BARS -PROVIDE WHITE PAINTE I I _ D STOP BARS WHERE INDICATED. AT CONRETE GUTTER EDGE BAR SHALL BE 12" WIDE AND SOLID ACROSS FULL WIDTH DF EXIT I 1 n. r; x ;w C 39 c: ~:-CIE ;r 299
` X I LANE (EXCLUDING CURB AND GUTTER), AND SET BACK APPROxIMATELY I 1"
FOUR FEET FROM EDGE DF TRAVEL LANE (BASED ON FACE OF CURB), I I ~ ~
~ I I l J r°° ~ r'' P `s
TRAFFIC SIGNAGE AS SPECIFIED IN SECTiDN 02800 I I l TC I L '4~ p SSOq 1 4° I Zone 8 ' ''~mn~n????'' iu?
x I I i 48 GPM
x ~ I STOP SIGN
~ I STOP BA INDICATES NCDOT STD, 1205,08 R DIRECTIONAL ARROW PAINTED 1 xx
~ I ~ ON ASPHALT SURFACE, (TYP.) 1., 1.5"
I 9 I 1.5" 2~, B~~ SET ooNm sxr~ .iAE UUE
x I
GRAPHIC SCALE l ~ ~ Zone 9 ~ " ~ H
I ~ I~ w-___ ao 0 7o ao as Aso ~ ~ PAINT 4" WIDE WHITE I ~ 30 GPM SHEET ISSUE D4.08.11 "Dq NOT ENTER FIRELANE" STOP SIGN
~ "SKIP LINES" PAINT DASHES . IN 8"HIGH LETTERS WITH STOP BAR
x 6'-0" LONG @ 10'-0" ON CENTER H ~ ~ x 1" 1.5" - 1,5" 4" SOLID YELLOW LINE
( IN FEET) x ~ x 2"
~ ~ ~ \ 1 inch = 40 ft. H H xx 1 DV Z
I y y ~ PAINT 4" WIDE WHITE 1
I ~ y. QCV "SKIP LINES" PAINT DASHES STOP SIGN
SEA PLANS BY BNI(ENGINEERS I ~ x ~ H f 6'-0" LONG @ 10'-0" ON CENTER ~
FOR ROADWAY IMPROVEMBNTS , _ i ~ SOLENOID VALVE ~ STOP BAR (TYP) ~-6t6
l
BEFORE YQU DIG ~ 1 ~ I FAINT 4" WTDE WHITE DIRECTIONAL SIGN "K" 1
"SKIP LINES" PAINT DASHES L-fi02
x~ ~ x 1 I E'-0" LONG @ 10'-0" ON CENTER
CALL 1 800 632-4949 I ~ N.C, ONE-CALL CENTER
ITS THE LAW ~ + DIRECTIONAL SIGN "L° ~ STOP SIGN
~ ` PAINT 4" WIDE INDICATES NCDOT STD, 1205.08 + L-6pz
~ WHITE SOLID LINE DIRECTIONAL ARRgW PAINTED ~ xx STOP BAR ~ ~ ON ASPHALT SURFACE, (TYP.) - E"'
XI ~ /
1 I I
I 1 PAINT 4" WIDE
I I YELLOW SOLID LINE VE ~
x 1 l x \ E- STOP BAR \ r f- - - CHECKED BY
l I 1 f - BU
j I START SKIP LINES v c ~ STOP SIGN Q s DEP
I I PAINT 4" WIDE WHITE i
1 "SKIP LINES" PAINT DASHES x 1 I I 6-0" LONG @ 10'-0" ON CENTER [LLL, i
X I I J APPROVED BY O
I STOP BAR
I I I co STOP SIGN KMD
~ I I
x ~ I F 3 co 4 BIKE LANE y b
I I I ~ L-601 STRIPING TYP, PROJECT NO.
I l 11002 I H6ROL
1
PAINT 4" SOLID RED LINE IN x CENTER OF CURB VALLEY }
x I Nor, COPYRIGHT NOTICE: THIS ARCHITECTURAL own AND ENGINEERING DRAWING IS GIVEN IN
I CONFIDENCE AND SHALL BE USED ONLY qW) PURSUANT TO THE AGREEMENT WITH RATIO
I ARCHITECTS, INC. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY 6E
I NCDOT PEDESTRIAN MADE WITHOUT PRIOR WRITTEN CONSENT
X I CROSSWALK SIGN R1 6b NCQOT PEDESTRIAN OF RATIO ARCHITECTS, INC. ALL COMMON
x I CROSSWALK SIGN R RATIO LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY DIRECTIONAL SIGN "C" f
I RESERVED. L-6N -
1 I i PAINT 4" WIDE SHEET TITLE
I 1 M YELLOW SOLID LINE NCDOT HIGH VISIBILTY 16 r E
x 1 x CROSSWALK TYP L-601
I w Traffic Marking &
I
1 Irrigation an
I ~ I
SHEET NUMBER
L-504

Owner
Wake County Public Schaal System
5551 Rack Quarry Road
Raleigh, NC 27610
{919} 850-1600
Architect
RATIO Architects, Inc.
135 E Martin Street, Suite 101 Raleigh, NC 27601-1371
(919}821-0805
Landscape Architect _
McNeel Associates PA Y
This si n used onl Si na a as r aired 5501 McNeely Drive
VAN at iota ions Indic ed g g ~ Ralei h NC 27612
as "Van Accessible" g ' AOCEBSIBLE 919} 782-9677 an Plan. (
-Red Plastic Flag 1J2" Max, at Finish Grade where No Walk Exists RESERVED Structural En ineer
i J4" Hub Behind Curb PARKING 'U' sha ed alv,
Grade steel Est g I.HC Structural Engineers 112 ;;JJ Premoulded Pitch Concrete Down When Water d- R7-Sand R7-8D P
.~i~" ~<fi~~~~ Filler at Concrete Walks is Shawn Pitched to Opposite 4DD0 psi si ns are used at 1015 Wade Avenue
i Side of the Street Concrete a! accessible 1"crown at t~~ Raleigh, NC 27605
400D si 12"EJJ parking spaces as r F [phone] an r~ remoulds Filler indicated on Plan. 4 DIA; X ,188 61I Cato aivan~~ steel pipe
3 R filled with concrete w R1-$
Pai t 4" pipe ~ ~ Civil !=n ineer
~--3 4" Galvanized Iran Pie ~ Ifs p' Scale; 1 =1 -0 I ~ II ' 5 wit two coats exterior ~ ~ ~R ~F'~ MAXIMUM o ~ d enamel coloras M ~r ~ Sass Nixon ~ Kenned Inc. \ rv II ( ~ s Y~
18 • long, tip dipped in white enamel pant - _ --•:;:A-~~.. 1 ~ PENALTY selected byarchitect) ~ ~ . ` - 6310 Chapel Hill Raad Suite 250
_ ~ , ,F „ X250 c o at top `o i h N 276 7 ~ ~ ,,,q~l 7 Raleg C 0
~ ~~z, 7,~ 12" dia, 3,QODpsi , „ 919 851-4422 \ ~ ~ - - 1.0 n re a tm ( }
ri ~ ' VA VA I ~ ~ 84" above f Wish grade
/ 1D•0 Maximum when etlest~anwaik Bet~veen Joints
" L5" NCDOT Asphalt Surface, S9~5B / / / asses b or under si m a: ~ o ~ o O o ' ° p Plumbin IMechanicalliwiectricailCivil III 60 above finish grade o `r' ~ ° ° ° The Wao en Cam an
ermanen oca son a e 2.5" NCDOT Binder Course, Type 119.OB Compacted 7.6 Typical w n e rian walk t ~ Y Earth he p dest ~ / ~ , . / ~
Scale: 1"=1'-0" See Sheet L,100 Series for Placement ~ ~ ~ ~ does not pass by o€ v ~.V AjA ~ 120 North Boylan Avenue Section Elevation - / , /
of Regwred Locat~0n Stake ' ~ 8 NCDOTABCStoneBase T'Y' aJ.:..' nl:~r. ,'fib ~a~/.i `r. i1... under sign; See Chapter4 , ~ \ Ralei h NC 27603 n Volume 1•C, N.C. /\1~/ / ~ 9 I
r\\ ~ \ (919} 828-0531 onere a ur an u er State Bu;lain cnde zDOZ, ~
- If machine extrusion Is used 'Dints in stra' ht ins can be s aced , , ~ A// / Scale; 1 -1-0 rJ r9 P
~ti~ , Compacted farth~SeeSpecifcations ' n t 9D' on cents , \ 15 apart a d EJJ s a \ Roafin Consultant
TraweledSmoathBarderas ` ~\~~~r~ \ Stafford Consultin En insets
SIDEWALK II ~ Ii ~ ~ ~ g 9 Wmdow Pane Finish Background -White 1 E in r h oath Driv
eav u avin Legend and Border -Green 30 d bu g S e iJ8 Tooled ]Dint Min. iJ4 Radius White Symbol on Blue Background Cary, NC 27511
Scale: 1 "=1'-0" All vehicular asphalt paving as shown on plan N See Plan for Pattern andJor locations [phone]
WHEELCHAIR RAMP 4 -8 n ccess~ a ar in ~ na e
4 Depth 4,OOD Broom Finish PSI Canc. Slab Scale; Not to Scale Access aisles shall be installed per State Accessibility Code Standard 4.23; Food Service
45° angle striping with 4"wide white paint at 4' o.c. New spaces shall not Broom;"inish I^aaDe51 n Associates use ground panted symbols, g
5828 Oak Drive
Charlotte, NC 28227 a' Q.': 4'
Asphalt Paving as Detailed [phone] a ~o 0 6 a
Taper Edge 0f \ \ \
Asphalt 45° Finished Grade 24 WHITE CR4SSWALI(LINE „ //~//yi//~/ / / Theater Consultan#
12 ~i /N~/\
\ \ \ \ Sta eworks /~i~ \ yv\~' Com aebed Earth 9 ~i//////I~/ P
24"GAP 1100 Ca ital 81vd / / / p ~ \ \ \ \ Raleigh, NC 27603
Stone Base as Detailed / / ~ \ \ a\\.~\\n\\.~\\4\~a\ n\ . [phone]
Notes;
~ . „ Com acted Sub rade i. location of control joints are shown on the Site) Layout Plans Sheet L-lOD Series, > Dark Colored Concrete '
24"WHITE CROSSWALK LINE , 9 ~lyP~ ~ See p~ifcations . Mix within Concrete
or ®nc. a No Topical Applications.. on ro Din enis . `,be~i~?isui~~~~ purnniANq
10' MIN. WIDTH _ _ ~ ~ : CAR 'h CAR ~ Scale; 1 1/2"-1" 0' a~ r a~
e o s a w o ur an u er yr r> ~ r e~ F„ / ~ ~ ` ~~`~0 ,•'S~APE'A'• ~'9'ii 0 .•'PNDSC' y 4~ t. R' ~
Notes: Scale: Not to Scale Fire Lane, Pedestrian Asphalt Paving 1 Z"Thick Premoulded Ex ansion Joint E J Filler to ~ o ; ;y`' y%• :'o F'. ;
1. The minimum width of hi•visibility crosswalks is 10 feet Full Depth o Concrete. Tooled Edge Both Sides ° ~ .
2. Center crosswalks to their corresponding wheelchair ramps, but do not set them II C-39 ~==~'W 299 ~y II II Min.14 Radius, - . W ~ r
within the intersection area estahlished by hisecting the intersection radii. 4 Depth 4,00D PSI Conc. Slab cy, ~t~ ~ 24 Minimum . tiF ;?3~ a~°~'~ ~
3, Place the stop bars a minimum of 4 feet from nearest crosswalk line, but not within the area of a wheelchair ramp, Place stop bars parallel to crosswalk Broom Finish F i.' ~
lines, but can be placed perpindicular t0 travel lanes. Broom Finish ~ >G~ ASSOC~~~~, ~ ,
4. Coordinate placement of crosswalks in all cases with the location of wheelchair ramps. . 2 ~~'+niiae+` Sri ur ~ . . t
o~`
Extend Pavin beyond edge of . ° ~ ° e . Q a. a ~
Synthetic Su ace at Grassed Perimeter 1 is~ ~ i rosswa
/ / l / / / \1 \ \ Truncated Domes I BID SET
Scale: NTS
Dimensioned Finished Grades at Track Div\y /\y y / y \i m Ea h precast class B c~,crete . . / / / / /j , Co patted rt . ~ \ \ \ \ \ \ see Notes 15 Be o ISOMETRIC c~ \ \ ~ rt
6" 6" Edge / / h/, / /i i,\ ~r \ \ \ \ s~flr~T Issue 04.08.11 Notes; /r~/i~~'~'r~ r,. r~~/i./i,. r~ r~ r~'r~/i~/r~/iR Q[~APA
2.0" NCDOT halt Surface 59.58 ~ 318" Minimum Synthetic Surface . . , . , ~ ::.,.....j..:. ~ ~ ~ \ \ \ 2° T 59. A Surface Course 1, location of control joints are shown on the Site) Layout Plans Sheet L-100 Series, 161-D1j
Expansion joints shall be spaced no farther than 3D feet apart and are to be placed where a control joint is
. . j .,.v" " ' ~ 8 NCDOT ABC Stone Base 8" N • ~ . ~ ~ CDOT ABC Stone 3ase ~w . ' . located an previously referenced plan, 6' - 0" 48"Unless Noted 6' - 0"
' ' ~i y\y n erwise
X ansion osn ~nis or onc, a s 12H,1V Max,Slope on Ramp 12.1 Max, Slope on Flared Sides
m ed Earth-See 5 ecifications ~ / ter- Co pact p \ \ P Cmrt acted Sub rade / / / / / / / See pedfications SCQe.1 1~2"-'-~~ ~ ~
" e ~ n
i u e es roan s a av~n a ~c avin Face of building or structure or edge of existing pavement Gutter line iJ2"Max. "lip";Bevel @ 2; i Face of Curb ELEVATION
iJZ" Thick Premoulded Expansion joint (EJJ) Eller I , „ Concrete Curb
Scale; 1"=1'-Q" Scale: 1"=1'-0° At Stadium Track Full Depth of Concrete at Ezistin Canerete Walks 4 Min, 6 •D Minimum & Gutter;See Plan
or Structures or as Specified an Indicated on Plan, 4"Thick 4,ODD psi Concrete Tooled Edge Both Sides • Min. iJ4 Radius,
6"maximum
II 11 iJ4 x 1.5 Deep Tooled Joint {CJJ) ~
See Flan for Pattern and or Locations ~ \ \ ~ \ \ \ \ \ \\i\ \ J /y///,//„//V/V ~/iyi/i// / / Min.14"Radius \ \ / \
J ~ /,\y \ r/\ \ \ \ \ \ \ \ \ ~\.~\.~\I\\/~\r~\ra\ ~\r~\/\~r~Y\~r~\J~~~i~~T,~ II II . II, I\ , r\ r~ r1, a r1, r\ r\ r\ \ r\~i, r\ r r
4"wide white 5&6 4" Concrete Walk Broom Finish Typ, iJ2 Max. lip ,Bevel @ 2;1
'stail dividers ~-601 II ~ SECTION A-A' 12" Nnish Grade 1JZ Maximum below walk surface Notes;
rl ~ -
1 Truncated domes in as detectable warning surface shall haveoa base diameter of 0,9 inch (23 mm) minimum to 1,4 inches (36 mm) maximum,
All automobile parking spaces on the site shall be consecutively numbered a tap diameter of 50% of the base diameter minimum to 65% of the base diameter maximum, and a height of 0.2 Inches (5 mm). 6 Thick 4000 psi Air Entrained Concrete 2. Truncated domes in a detectable warning surface shall have a center-to-center spacing of 1.6 inches (41 mm) minimum and 2.4 inches (61 mm) maximum,
with template and letter style approved by Finished Grades at Track and a base-to-base spacing of 0.65 inches (16 mm) minimum, measured between the most adjacent domes on square grid.
Owner. No freehand numbering shall be Dimensioned permitted. Edge ' 6"x6°, W1,4 x W1.4 Welded Wire Fabric 3. Detectable warning surfaces shall extend 24 inches (610 mm) minimum in the direction of travel and the full width of the curb ramp, landing , \ /y2~~ From Bottom or blended transition. The edge nearest the curb line shall be a minimum of 6 inches and a maximum of 8 inches from flaw line of curb.
4. Detectable warning surfaces shall contain 70% visual contrast with adjacent walking surfaces either light-on-dark, or dark-on-light, Detectable CHECKED BY
Two (2) spaces selected by d. - 3/8" Minimum Synthetic Surface . . . . . I . . . . . the Owner shall be designated 2" Type S9,5A Surface Course 6 NCDOT ABC Stone Base , BU C , . ° ~ • • : ~ warnings shall consist of a surface of truncated domes aligned in a square grid pattern. Dames to be gray in color, Back of sidewalk drop to be gray dyed concrete. Q`V
with the words"CHILD NUTRITION" Com acted Subgrade 5. Any NCDOT street must conform to NCDOT standard/ADA handicap detail 848D05 sheet 1.4, DEP \ \
stenciled above the space number. 8" NCDOT ABC Stone Base See pecifcatlons
Six (6) aces selected by the X X X Owner all be designated with Notes: C~
the word RESERVED i x 1, At all concrete sidewalks, control joints shall be spaced at a distance equal to DETAIL Curb- am Curb an Gutter APPROVED BY J 0 the width of the walk. Expansion joints shall be spaced to no farther than 30 feet. Scale: Not to Scale
space number. Com acted Subgrade stenciled above the See pecifiations V co
Twenty (20) spaces selected by DETAIL 6" Reinforced Concrete Paving 18' Typical Parking Space Length KMD Y
the Owner shall be designated DETAIL a n " ' with the word "VISITOR" Athlet ~c Paving /Concrete a 7 co i d .hte a Scale. 1"=V-0" C(J s may be "Saw Cutu in Service Area y
RESIR~ stenciled above the space number. 13 ___q d'
Scale: At Stadium Track PROJECT NO. -aw
345 11002 U C Parking Stall Measured from
tall white painted numerals, centered on space and Face of Curb, Edge of Pavement, or End of Stall
AND ENGINEERING DRAWING 15 GIVEN IN
Travel Aisle even with entry end of space. All parking stalls shall be numbered consecutively starling with the number one, rAM' COPYRIGHT NOTICE: THIS ARCHITECTURAL CONFIDENCE AND SHALL BE USED ONLY h 04 d b
>o Hea Du Pay in 2.9 ~4 PURSUANT TO THE AGREEMENT WITH RATIO 911 Reinforced Concrete Wheel Stop a _ ARCHITECTS, INC. NO OTHER USE,
6.11/2" Long. Min. Wt. = 230lbs d . a 00 DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT
DETAIL Parking Space Numbering L-601 18 2 - #4 x 5- 9 Steel Re-Bars OF RATIO ARCHITECTS, ENC. ALL COMMON
Scale, Not to Scele u a, 4" Wide LAW RIGHTS OF COPYRIGHT AND cad White Painted RATIO OTHERWISE ARE HEREBY SPECIFICALLY
RESERVED. Finished Grade 4 Lines
Dimensioned Finished Grades at Track Edge Asphalt or Concrete Paving 45 SHEET TITLE
iurface v A /VA V `
1,5" NCDOT Asphalt Surface SF9.5B 318" Minimum Synthetic Surface 2" Type S9.5A Surface Course Tw #4 Steel Re Bars a purse Two , Per Bumper, 12" Lon
3" NCDOT Binder Course, Type I 19,08 9 S Details
NCDOT ABC Stone Base
8" NCDOT ABC Stone Base 8 NCDOT ABC Stone Base
• Compacted Subrade DETAIL 3 Accessibility Lane Striping an View)
Compacted Subgrade
\ See Specifications Scale: Not to Scale Typical for Parking Space Lanes and other Accessibility Lanes
i SHEET NUMBER
DETAIL 14 n n n Athletic avin s a rive Drive DETAIL 8 Concrete Wheel o
Scale: 1"=V-0" At Stadium Track-South End Scale: 1"=V-0" Concrete wheel stop is required at each accessible parking space where L-601
parking is perpendicular to an adjacent sidewalk where shown on the plans.

Qwner
Wake County Public Schnnl System
5551 Rock Quarry Road
SERVICES STUDE Raleigh, NC 27610 BUSES STUDENT ~ STUDENT STUDENT {919)85D-1600
_ PARKING _ KEEP PARKING PARKING LOT A
PARKING LOT D, G LOT B ~ LOT A ~ .
KEEP RIG Architect
RATIO Architects, Inc.
135 E Martin Street, Suite 101
A. B. C• D, E. F, Raleigh, NC 27601-1371
(919) 821-D805
sERVIGEI
STUDENT STUDENT Landscape Architect STAFF BUS STUDENT STUDENT
PARKING McNeely Associates PA
PARKING PARKING _ PARKING PARK~VG ~ ~ 5501 McNeely Drive ~ LOT A ~ L T B r., LoT G ~ LOT D
Raleigh, NC 27612
(919} 782-9677
G. f~, I. ,1. K. L Structural En inesr
~i~ ~ , . . , . LHC Structural En ineers
~awq ar. Concrete . 9 1015 Wade Avenue
Ralei h NC 27605 gI
o i~ i ~ - ~ f 919 832-5587 BUSS STAFF ONE WAY ( )
n-. i ~ ':~d~~ ~'ar11Gi;~`~~ ~Ti:~irp~l~,~~:: ~ ; ; ~ "iCnuckled Factory Selvage r~txx~t~ fir: ~~ph~,iii` ONE WAY
top and bottom of fabric, : SERVICE ~ PARKING Signage as required _ Do NoT
v, ~i a ~ ~ ~ " 1'a~n 0.1 CorlC:et2 r[ .-I Civil En ineer ONLY ENTER ~
u ~ Bass, Nixon & Kennel Inc.
s, ~ ~ . i i ' . ~i ~ i i . , . 'U'sha ed alv. y' steel ost g 6310 Chapel Hill Road, Suite 250 p
'E ~ 1.66" dia. to rail in line _ Ralei h NC 27607 ~ Y I g
' ost ca p ~ ~ ; . p p ' ~ ~ N, 0, P• 1" crown at top 919 851-4422 ~ )
Tapered Curb E: i)IA; X 188
9•gauge Bore Blaek PVC See L-100 Sheet Series fa' Specifc Location . ' ' . f`::;:... ~ ~ alvanize steel pipe ; ; ; ' ' filled with concrete p ~ ~ ~ Q lumb~nglMechan~callEiectrrcallCivii
Coated Diamond Fabric nominal 2 X 2 dtamlink Faint 4 p. a blue ~ The Wooten Com an
fence fabric; attach with 9 w~ih two oats - P Y exterior n m ~ ~ . e amei ~ 120 North Bo ion Avenue
~ gauge wire clips to posts at ~ 24" an center minimum ~ - & Ga o Y 1 crown at tap m ~ Raleigh, NC 276D3
OMAPA ° 919`]828-0531
ISOMETRIC I I Background -White 12 dia 3,000psi - Legend antl Border -Black cona~ete ~fmg
1,66" tlia, mid rail re uired at all Corners and Termina s at Gates Roofin Consultant
2'-D.. 2.,0.. I II J~ o o.. 2 ' 0 a. ~ tr o Nate: o: 4 o b : ti 6 o Stafford Consulting Engineers
All posts rails, and fittings to be afuanized steel as S ecii=led Curb Taper Curb Tapc a g p• m Curb Taper 84"above finish grade ~ ~ 130 Edinbur h South Drive
~ u ~ when edestrian walk ~ / : / g p ~ Ca NC 27511 / / //~/j~/ m rY, ;,,;,,:,;:,a passes by or undersign; ~ ~ ~~~~A/~~ 919 461-8125
~ ~ 2.375 dia, sine pasts @ iD on ~ ~ center; 2,875 dia, terminal past .:;a'°, , . b0 above finish grade / /~~I`//~// ~ )
at corners and ends ~-Gutter line when edestrian walk ~ ~ Faee of Curb 4o s not pa s by r ~ ~ ~ ~
~ 7 gauge aluminum tension.wire. i J; un~e n~ ~e C~a ter4 ~~I~' . ,
ELEVATION Eood 5ervrce ill Max. lap ,Bevel @ 2.1 .Volume 1-C, N.C. ; ; . ~ . ; / ~ ~i ~ . ooN State Building Code, 2002. ~~,~y~/fy /~j ~ FooDesi n Associates
Bottom of fabric 1JY Maximum
~ Height above finished grade 5828 Oak Drive
a ere ur 1,5" To of concrete footing 1.5" ur ~ Charlotte, NC 28227 irec Bona ~ ~ 704 545-6151
wash Finished Grade be aw Fnished grade minimum Scale: Not to Scale ~ )
FIII with 30 Scale; Nat to Scale Fill with 3000 # Concrete
~ (1 wash a. (1" wash at Top) Theater Consultant
e: Stagewnrks
~ { , ' ~ ~ 300D i Canccete Foo~n ~ Ps 9 1100 Capital Dlvd
< , ~ ' -`---Comppacted Earth Two 2 3 „ Raleigh, NC 27603
M 4 See 5 cifl ti n ~ . l~ cans tape 0i Two 2 3 strips of silver reflective Signage as required [phone] tape 0 degrees around _ _ _
N~ ~ u o
• ~ LOADING = ~ u s aped gale. _ ~®~E ~ a stee post _
- a ~ u ~ t~' 6 I.D. Sti 6 LD. Standard Steel Pipe; _ _
~ ~ ~ q Primed an , E : a- M Primed and Paintetl 2 Coats Black ~ 1 crown at top As ,hull 0 o~~l`U CAR rfffffr ,111111+CAl+flffffa
r= - ~ 4 DIA, X 0,188 ~ C . N d . III R ~ ~ i ~ ,
< 3" Clear 1"~ aluanized steel pipe S ~ •'•CApE~A•'• y9 ~~i 0~ -•Np5••'• ~4 ~Iled with concrete ~ ~ X05 Rcy..• ~ ,.•LP c,yA-• 9
`t. See 4,11.5 NC Accessibi~ity Cotle 1999 w ~ ~ ~ ; `s ;'Q F
„ ; ~ 12 gtarreter 1J2 Wast Finished Grade Poi t 4 pipe blue ~ ~ ; q ~ : x ` : ~ q wit~i tiro coats • 1!2" Wash exterior enamel M ~ ~ = ~ ' ~ C-39 ~ = ~ ~ ~ W 299
Background -White : W • r ~ : ~ tegend and Border -Green 1"crown t ° ~ ••Y~ Qom= xr at op M ~ c ; ~ • y: ~
White Symbnl on Blue Background o . a~ duo,. ~ ~ o~,• ;
" r F ~ s [ II 12" dia, 3,000 i ~ ~ •
i a~n ~n ence ~°~°°~;e~°~~°~p~R~P~°o ° ° P~a~(~o. ao ~a',a o0 00. '~n a~o~o patn'eq~°°,a9oa~°a i~av a6 ('}R~.9a Concrete or cnncret~ nntmg %,,f Assay 11111 J,/Jf ~ 1111 ~af ~ ~ o `5~ oe e ~ $d,; fff1111111111 J 1 1
n c,4 gd~..,q.Qa q~. o:aa~ ° ~ qq; f ° a q° o:anQrr o,d,g.~ qa 7 P°,p d 4 a~ d° p Scale: 1 "=1'-0 Posts, Rails, Fabricand Fittings a ° ° ~~a4o ~ , a ~oA°.~~~ 9 Q°(Ya ~aa.o~§ X09 c~oQ c~°va ~ AsphaltPaving !g Note: ~ ! a° 4qo o.ana~c oda.4a" a.daA,Qo oAgaaa aa°a o ap c y 4° a 4° o° (!ao °Uo~°a°~a~, 0°4~~, a°~aoa4Q ~~aaa~:~ As Indicated on Plan 84" b u fi ' a o..
~ ~ ° a o e Wish grade ~ o O. o - ~ ' / when pedestrian walk ° a:o. ~ ° o o a a, y~ ~ i j 0 0, 40
~ ~ r ~ ~ ; ; ~ , r ~ ~,i i ~ ~ passes by w under ~gn;
e ° ; - ' ` 60" above Onish grade / / / / ~ , ; ; ~ i when edestrian walk Y y l
\ ` , \ ` does n t a by r y\~ \ ' ~ \ ~ I°° ~~:A ~ , ; ~ , / ~ BID SET o ° , ~ ~ uncle 5ee C~a ter4 / 1 / / ~
y / ~y~ / ~ P 3000 # Concrete to ~ ~/y ~ : : • : ~ ° ~ ~ within 2" of surface Volume 1-C, N,G ~ / /
/ ~ ~ti`` ~ State Buildin Code 2002, > ~ ~ ~ ~ ~ r °o
y / ' ~ ~ ~ ~ ~ SHEET ISSUE ~ 04,08.11 / < , , • Compacted Earth
Grout rail into sleeves ~ A =d ~ A ~,~~ia\~i~\ , , 1
wJ"Power Rack" 112"~ Hot-Di ~ ° ° p~ \ \ ~
e ox eal n r ~ y , ~ p y s a t o Galvanized Steel Handrail• ~ ~ ~y~ , equivalent 10 deep, ,~n~ ~ ~ ~j',;~ , ~
112"~ Hot-Di d ~ ~ ` Taper to shed water. J PPe „ , ~ oa in one i na e : l
12" Galvanized Steel Handraih 12 Dia~ Scale: Not to Scale
1J2" Hat-Dipped Galvanized Steel Pickets
112" 1112" at 4" o•c,
Top of 8" wide Cheek Wall with
0.5" chamfer typ• both sides at "
t i e a ar op Extruded Aluminum Safety Nosing Scale: 3 4"=1'-0" l ar
with abrasive Ribs similiar or equal to
"Wooster" #131 with strap anchor &
~ 3-iJ2" #3 steel Re-Bar typical each tread
extend Re-Bar into Cheek Wall each 11)2"N v ;n
M side RESERVED Si na a as re aired
m Hat-Dipped 6" Total riser height Galvanized Steel 12" 4" ~ (including 1J4"tread slope) When more than g g q
hun en~~er nre
1J2"-Anod. Guardrail Top typical 12„ AL I t_HNA I It "'l banked together,
, Alum, Brackets at 1112"N Hot-Dipped Eievatlons FUEL Use arrow and one
, I1 „ each Standard Galvanized Steel Handrail See Plan 311d 9 VEHICLE sign at each end space.
Conc. Steps w1 Return Concrete Walk ' 1/2" F Typ, B,. 'l1' shaped gale.
11/2"M JA.
Typ. o ~ 1 n Hot-Dipped Background • White CHECKED BY
Expansion . a.~ Galvanzied Steel Broom Finis at ° Legend and Border - BLACK 1 crown at top BU I S
TYplcal7 ~ 88" Total Length 6.0" n.c. Max. -r I --~I 4"DIA, X 0.188" DEP Q [ aivanized steel pipe y
3-12° 2J3J8 O.D. Loop Style filled with concrete
112"N I, 1 4" C€e 2 Cleo Hot-Dipped " 9 space bike rack Pal t 4" pipe blue J Schedule 40 pipe, hat-dipped wit two coats v
I d: N Galvanized Steel 4000 psi Concrete APPROVED BY 0 galvanized finish as specified exterior enamel m
Guardrail, d . < 4 Clear 1 12 in section 02800, v co 1 crown at top M KMD Tn lif i
G ~ Q, Finish Grade 2h 6 x 6, W1,4 x W1,4 n ~ Y Finshed Grade . Cq
Q Bottom Elev r Below Steps- Welded Dire Fabric Slope 114 See Plans E1J Tvp. 12„ dla. 3 Q00 psi concrete obtin
112" clear of { Sidewalk N ~VP 1 I: Concrete or , iii m 9 PROJECT NO.
" d bottom Full width of [Asphalt - fi' x 8' x 4" Thick Concrete slab v a ,a 11002
77 1 steps!, W~lk Com act~a Ford: (to be poured after pasts are set), a o o O o 6 G See plan for location o a, a ° o °
' Li d 1 II ^ 5Y^ d . 3 I' Post Depth and OSting as per \ \C \ . \\/\\~/\/\V A'COPYRIGHT NOTICE; THIS ARCHITECTURAL
Compacted t 112° a l Ex ansion m n anufadurer s ~ecommendabans / Note; ~ AND ENGINEERING DRAWfNG IS GIVEN IN
Subgrade P w., CONFIDENCE AND SHALL BE USED ONLY 84 above finish rode /
M Joint DETAIL a ac when edestrian walk PURSUANT TO THE AGREEMENT WITH RATIO p /?_I ARCHITECTS, INC. NO OTHER USE, passes by or under sign; \ \ \l\
6 #4 Rebar Full #4 Rebar Full Scale: Compacted dote. 6 Not to Scale DISSEMINATION OR DUPLICATION MAY BE 60 above finish grade /X/~/ MADE WITHOUT PRIOR WRITTEN CONSENT
Subgrade width 3" Clr, Width Typ, See plans for stair width measured from when pedestrian walk OF RATIO ARCHITECTS INC. AL does not pa by r \ \ \ \ \ \ \ \ LAW RIGHTS OF COPYRIGHT ANDOOMMON
T VP inside cheekwall to inside cheekwall, undersl n ~ee da ter4 g , p \ \ RATIO OTHERWISE ARE HEREBY SPECIFICALLY
VDlume 1 C, N.C. RESERVED. State Building Code, 2002,
SHEET TITLE
_Concrete Steps Elevation DETAIL Concrete Steps w an rai Cheek a
Scala: ~1"=1'-0" Submit Sho Drawings forallRailings ale: 11 0 p ip g e Review DETAIL 3 Alternative Fuel Vehicle Parking. i na e
and Approval Prior to Fabrication and Installation Site ears Scale: Not to Scale
SPACES SHOWN AS "AF" ON PLAN
SHEET NUMBER
L-602

9
Owner
Vllake County Public School System
5551 Rack Quarry Road
Raleigh, NC 2761D
(919) 850-16D0
Architect
RATIO Architects, Inc.
135 E Martin Street, Suite 101
Raleigh, NC 27601-1371 [phone]
Landscape Architect
McNeely Associates PA
5501 McNeely Drive
Raleigh, NC 27612
[phone]
i ~ ~ ~ i i
Paver to Concrete Structural Engineer
Sand Swept Butt Taint LFIC Structurai En ineers S
Garia "Hpllantl Stone",Precast 1015 Wade Avenue
W Concrete Moduiar Paver, 60mm thick, Runnin Band Pattern ar 4z4 or 8x8 , g Ralei h, NC 27605
~ °a 24" SOLID WHIfE 9 , or 4x8. See Detail 1 Sheet L-603, W+~ THERMOPtASTIC 919 832-5587 T ical Modular ( ~ - Yp
~ CROSSWALK LINE " Pavia Pattern
A ~ iJ8 Max. 24 GAP Sweep Dry Sand into Joints ~ Tight Joint 1 Civil En !Weer
' Bass Nixon & Kennel Inc.
BJ4" (1" Maz.) Send Bed Minumum d0' . B B 6' 0" TYP, Bed Minumum ' y' 6310 Chapel Hill Road, Suite 250
. ~ ,..w., . , , , . _ Filter Fabric, MIRAFI 140N 14i)N Ralei h, NC 27607 9
or Equal ( } 919 851-4422
4" Compacted Aggrega~ ~ ; Base Course ,gad
10 TYP, ; ~ Compacted Subgrade . ~ ~ ~Gv'~~ i , i e
Flumbin 1MechanicallElectricallCiv!!
r Notes; 1, This Contractor Shall Prepare a m'snimum 3' x 3' Sample Pad with Edge Detail Por R~riew and Approval The INoaten Com an P Y
SPEED HUMP 6 0 TYP, of Jointing and Uniformity Prior to Placement. 120 North Boylan Avenue
~ ~ 2, Paver installation per manufacturer's specifications, Ralei h, NC 27603
$ X 8 DARK PAVER TYPICAL [phone]
A n er oc in oncre a aver n ~ o
VARIABLE VARIABLE ~ 5cafe; 1°=1'-0" On Sand Setting Bed X 8" "LIGHT" PAVER TYPICAL Rootin Consultant
LONE LANE i
VARIABLE Stafford Consultin En ineers 9 5
FACE•FACE 130 Edinbu h South Drive 4" X 8" "LIGHT` PAVER TYPICAL ~ Cary, NC 27511
DIRECTION OF ~ 919 461-8125 ~ )
RAISED CROSSWALK TRAVEL
HORI20NTAL 5'x20' PASSENGER LOE c20' PASSENGER LOADING ZONE 4" X 4" "DARK" PAVER TYPICAL
TAPER CURB DOWN 6' PER CURB DOWN fi" IN A 10 LENGTH Food Service
ON EACH END TO MAk V EACH END TO MAKE SIDEWALK ~ ~ FOODe51 n ASSOCiates 9
0" HEIGHT 1.5" HEIGHT 3" HEIGHT SPEED HUMP 3"HEIGHT 1,5"HEIGHT 6"HEIGHT FLUSH WITH ASPHALT i 4 905,70 USH WITH ASPHALT DRIVE 5828 C)ak Drive
PAVEMENT 405,00 Charlotte, NC 28227
PAVEMENT 704 545-6151 ( )
3 -0 TYPICAL TYPICAL 405,04
6'=0" 10`•0" 6'-0" ~ ~ 495.00 • ~ 405,20 ~ Theater Consultant
22`,0"
LC)ApIN C)NE 3 Sta eworks
SIGNAGE ~-6oz EXPANSION JOINT SECTION A-A - 1100 Capital Blvd
.405. G Ralei h, NC 27603 9 919 839-2288
405.00 ~ 405,29 PROPOSED OR STANDARD 2.5 O ~ )
EXI TING SIDEWALK a S CURB & GUTTER LL
495.90 ~ ~ 49$.79
~ 495,59 ' Illllff
NCDO7 ABC,STQiVE~r~>~';~;~;~:<=.,y'=~:: 11j111 fflllf ,IIIUIIOUfP//// ~ CARP CARS 44
Compacted EaHh ~ . ~ Compacted Earth ~ ^~SE''d
e~..ag5 R~4%• ~ ~ • 4P 4A•.
SECTION B-S :o :t r.
C-39 c; ~E='~F 299 ~ .W r ~
s~ :riP~ n : Q : ~ . i f. /L . !n Y .
Z ? C~ s ~ '
x risen er oa m one ee a e le r ~ c,P s e ,,/~f~ SSO Illlp ,,,~f E . 1~,,
+ullnll p Ilp • ~ ~
I: t cal Scale:l"=10' Sca e Not a S o
av~n a ern
Stadium Plaz Are SID SET
TC Scale: Not to Scoie a a
49739 49~,so
SHEET ISSUE D4.08.11
4 7S9
4 (Detail 7 L-602) PVC Coated Chain Link Fence 97;34• ~ • 4x7'3
Top of Railing i , , , , . .
See Plan I 12'xsa' BL 1Z'xS0' BUS LOADING ZONE
o, Extern Geagrid ~ TAPER CU TAPER CURB UP fi" IN A LD LENGTH ON
o NCDOT #57 Stone Back Fil9 . EACH ENC 4` min. behind wall EACH END TO MAKE SIDEWALK FLUSH
18" 112" WITH ASf WITH ASPHALT DRIVE
Minimum Setback iJ4" Per Course I
I Finish Grade to
Modular Concrete I • ~ ~ - - ~ - I Back of Wal , .
Cap Unit I See Plan . 4"H x 18"W z 12"D l
Top of Wall Elevation ;
See Plan l
40 .50 1 ~47;~': ~ 730 ~ti
- Backf€II as Designed by P.E.
R fisted in the State of North Carolina a 497.39 ` ~ LOADING ZONE 5IGNAGE
a ~ i _cm A9~- 6.8(1 ~
~ompaccea
#57 NCDOT Stone Backfill
Modular Concrete
Com act Unit Non-Woven p Filter Fabric ' 8"H z 18"W z 12"D DETAIL x us Loa in one 12" 3.75' 430'
Filled with #57 stone Continuous (07~ to to CE of Berm 401.72 to of Berm CHECKED BY
Color to match Full Height Saaie: 1,=20 v vBu c
existing walls at Elementary School ~r\/i\/ rimer /\ri\yi DEP
Submit Sample :V No-Mow Geogrid •a vegetation 18" Min. Reinforcement Fence Line Post \ \ \ \ \ \ \ A,
T.. 6 - #5 Steel Reinforcing \ \ Bars Full Length of Section ,N J
Yp East Jordan Iron Works 6953 or equal APPROVEDBY \ \ \ \ \ \ \ \ r\\ \ \ 0
Depth Varies; o n o: Approx. (1) Multi-Purpose Field rY/\yv y, r/V/ rr /r rr /r\i~* Vii/ V ,Top Elevation 400,15 co
8 Course Finish Grade \ ~\!~\,\\!~\Y\~\ \ KMD 1/2 Slope Sidewalk
Min. below 6" Min;' Finish Grade 3,0% 400,22 400,29 GJ
Drain Guard(g)#872 l / r.
6 Ma•rt Corregated Perforated Plastic \\r\\/\\ . / / 6 Thick X 3 'Wide Drain Pipe with Nylon Filter Sleeve, \ \ r\\~ PROJECT NO.
#57 stone Manufactured by Advanced eveling Pad Compacted L o q \ 11002 \/r\yr \r.
Drainage Systems, Inc., or Equal Subsott' Install at 0.5% slope gradient min. 3,000 psi Concrete xx/ ° \\r\ r \ ay
N NAPA #4 Steel Reinforcing at 12 o/c E COPYRIGHT NOTICE: THIS ARCHITECTURAL 1 \ AND ENGINEERING DRAWING IS GIVEN IN
VAA~VA` / / 1 f it ~ ~ \r/\r ~ . CONFIDENCE AND SHALL BE USED ONLY
Contractor Shall submit Construction Drawings and design calculations Invert With 1.0% Slope Min. Min, PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER USE
for the retaining wall system prepared and stamped by a Professional DISSEMINATION OR DUPLICATION MAY BE
Structural Engineer registered in the State of North Carolina. Compacted Subgrade 0 MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO ARCHITECTS INC. ALL COMMON
\\r/\\r " LAW RIGHTS OF COPYRIGHT AND ARE HEREBY SPECIFICALLY rv / RATIO ` 0 0 \\r\\/ _ OTHERWISE
DETAIL 7 Modular Concrete Retaining a RESERVED,
be installed per Manufacturer's recommendations. Scale, Not to Scale To SHEET TITLE
This contractor shall submit the final Engineering Desigh for a retaining
wall to the Project Architect for Review and Approval.
/T y//,/fir r Site ears
SECTION
DETAIL TAIL 5 Trench rain a Multi-Purpose Field
Scale: Not to Scale Not to Scale Typical Section as Shown on Plan SHEET NUMBER
L-603

9
ELEVATION SECTION 24° Minumum
Pasks @ 8'•0" oJc Max, 6" X fi",14 gauge steel welded wire mesh Owner
Gent,~xtile F brie as Compacted spoils from ditch Waite County Public School System
s eatied be~ow P 5551 Rock Quarry Road
Existing Grade - - ~ - ~ - ~ - ~ - - 18" Minumum Flow Raleigh, NC 27610 18" Minumum [phone]
~ ~ Extend tae of Fabric - r ~ ~ " in4"wideXB"d -
i i cep ~;•-~T._ c,,.r,~-~ ° ~ ~ ~ trench & backfill with ~ - ~ . ' . ' . ~ . . ,
~ ~ ~ ~ stone rx compacted earth, i~ Architect ~,-.A~
'~n ii ~ a ii , • RATIO Architects Inc.
u.. ~ i i N i i ti , , ~ 135 it Martin Street, Suite 101
' Ralei h NC 27601-1371 ~ W ath rproof sign as shown above; See notes g
~~r , ~4'~ f~iri~f 'i ~ ~ , , Subgrade be~ow ~r construction ands un data. Pa g [phone]
bra a',r ~ ~ ?ast pept~i ~ 6Til ~ „ Ypca Posts to be 133 IbjLF steel Oran e, UV-Resistant, ~ Hi h- ensile Strengfh,
- Note; Po y Barricade 40
' 1. Maintain full car in ca aci of diversion ditch at all times. ~ Posts to be 1.33 lbJlF steel ry g p tY „ Fabric Landscape Architect 5 -0 oJc Max. ~
Maintenance; Geoteutile Fabric ma be a pervious shed of polypropylene, nybn, polyester, or polyethylene 1. Inspect tempera€y diversions once a week and after every rainfall. _ m McNeely Associates PA
am which is aertfied b h n 2, Imm is I r y y t e ma ufacturer or supplier to conform to the following; ed toy emove sediment from the flow area and reporr the diversion ridge, -Sin 1 R~ E N ARE g 5501 McNeely Dnve
Filterin efFcien o ~ 3, Check outlets and make tim~y repairs as necessary, 9 85/0 (minimum) 4. When the area rotected is permanently stabilized, remove khe ridge and the channel to blend ~ Raleigh, NC 27612 c ~r~; D NTEN
Tensile strength at with the nature ground level and appropriately stabilze. to blend ~~~~~~-~e~a.~ (919} 782-9677
209'o elongation; 30 IbJLin. Inch (minimum) Slurry flow rate; 03 gaiJSq. Ft.JMin (minimum) ~ PR TE
Nn em orar iverswon ~ C tes Kwon ~ C Structural En loser
1, Install silt fence where indicated on plan, Where locations coincide with proposed storm discharge oufleis, Scale; Not to Scale This Detail shall conform to North Carolina Skd # fi~20 P _ N ENT std # 6.20 ~ _ - LHC Structural Engineers
relocate silt fence behind Flared end sections ark provide outlet protection and stabilization below nutlet. 1015 Wade Avenue
Maintenance: Turn Blocks on side oaca~onally . - - " - - - Ralei ff, NC 27605 g
1. Inspect sediment fences at lest once a week and after each rainFalL Make any required repairs immediately. as dewatering holes Warning signs to be made of durable, weather of material. (919) 832'5587
2, Should the fabric of a sediment feriae collapse, tear, decompose or becnrria? ineffective, replace immed~tely, 3, Remove sediment deposits when it reaches half full to provide adequate s#orage volume for the next rain Maximum Sediment Panl Level Nominal 8 X 8 Si t~ Detail Nominal 8" X 8" X i6" g
and to reduce pressure on the baffles. Take care to avoid undermining the fence during clean out, Hardw re cloth 2" Concrete Block Concrete Block Notes: Civil En inset
4, After the contributing drainage area has been properly stabilized, remove all fencing materials and unstable sediment arounr~ enmeter . p deposits, bring the area to grade, and stabilize it, 1. Warning signs to be made of durable, weather roof material ~ ~
NCDOT #57 g : . 2, fetters are to be 3"high minimum, clearly legi le and s aced as detailed• Bass Nixon & Kenned 1nC, P ~ Y~
Washed Stone ~a°: 3, Signs are to be placed no greater than 300 on•center. 6310 Cha el Hiil Road Suite 250 C 4: Place sign at each end of Imear tree ratection areas and 300' an•center thereafter. P '
em orar ~ Brice a.: Q ~ ~ ~ Finish Grade `''~4 . . 5, For tree protection areas less than 3 ' in perimeter, provide n° less than one sign per protection area, Raleigh, NC 27607
Scale: Not to Scale This Detail shall conform to North Carolina Std # 6,62 ~ -.~:R.. ~ Q..,. cd;: aq..: ad.: a . . s:. a~, t~:.::~e.:.r ~ 6: Attach signs securely to fence fists and fabric, [phone] 7, Mair~ain tree pratection fence throw hook duration of r 'ect,
Compact ~ ~ , 9 p of
Subgrade Drain Inlet Box structure, with or ucture, with or Piumbin lMechanicailElectricailGivil
Cr®SS-SeCtion -Weir Invert Elevation; See Plan , , without Grate aril Frame tee ro ec ion sots g r Frame
6" Dee NCDDT #57 Stone as ~ p ' Leveling Course across Weir Inver: / . ~ The Wooten Company Scale; Not to Scale
12 Thick NCDOT #S7 Stone as 120 North Boylan Avenue
Filter on Upstream Side of Dam Partial Section °GtIOn Raleigh, NC 27603 [phone]
S-0 Min, Maintenance;
' 3,fi00 CFJAcre 1. Inspect inlets at least weekly and after each significant (iJ2 inch or realer) rainfall event. 2. Clear the device of an debris or other ob eels to ravide ad uate ow for sebs~uent rains, ent.
Sediment Storage Top of Dam Y j p ~ _ _ 3, Take Bare not to damage the devloe during maintenano2, Replace stone as necessary. ~t rains. itoofi~ Consultant
- Miraf 140 Filter Fabric Stafford Consultin En losers g- 9 9
r - - em orar n e ro ec for ro ec ion ~ M~k 130 Edinbur h South Drive ~ g
s 2 Ri 1, Scale: Not to Scale This Detail shall conform to NC DEHNR Std, # 6,52 ~a `~i Baffle (Typ,} Cary, NC 27511 # 6,52
tit ~ , ~,oP For use in paved areas only ~ F~ [phone] Earth Berm
""r'- .s ~ ~ - ~ STANDARI ~ , - AND 3'-0" STANDARD METAL PDSTS 2'•0" IN GROUND Food Service
AND 3'-0" OUT OF THE GROUND - - - -
4.0 ON 4'-a" DN cENTERMax. I=ooDesign Associates
Elevation from downstream GALVINIZED H. GAI.VlNIZED HARDWARE WIRE 5828 Oak Drive
C (1J4 MESH DF (1~4"MESH OPENINGS) Charlotte, NC 28227 EXTEND 2'-0" aBDVE GRADE [phone]
6"Deep NCDDT #S7 Stone as EXTEND 2'-0" I 1S'-0" Min. (See Plan) Leveling Course across Weir Invert
,
~11~ oQ ob a 6~ C~tl P "Ho 4Vir " Theater Consultant g e, attached to posts with lengths Stageworlcs
_ a° d~ ~ o wC0 m o p0, a 0 _ of wire 1100 Ca ital Blvd
~ - # S7 WASHED t ° $ coo ~ DF lb •18 MIN a # S7 WASFiED STONE PLACED TO A HEIGHT Sediment Pit P DF 16"•18" MIN, ABDVE TDP OF BDX Raleigh, NC 27603
ti~ ~ ~ ° [phone]
- BAFFLE INSTALLATION -STEP ~
o~ o 3.0 Min. a `a Maintenance; 0
1. Inspect temporary sediment trap(s) at least weekly and after each significant ~1J2 inch or greater) rainfall event and repair immediately, ~ ~ o 0 Notes;
2. Remove sediment and restore the trap to its ongrnal dimensions when the sediment has accumulated to one-half the design volume. ~o ~ o Jute Mesh',cut and falded 1. Drrve steel fence post at least over the horizontal d rrrurr y r~ ' Fabric folded ~ rrr < ~ '~'rr~rrr' ~r
. , ~ 3. Place the sediment that is removed in the designated disposal area and repiaeY the part of the gravel fates' q that is impaired by sediment, „ ~ ~ 0 - 4. Check the structure for erosion orpiping, ~ ~ ~ o p 1$ Iota S°Ild graurltl, fence pOSi aver horizantal ye~?' CARp~ 4,~ CARp~ 4~~~
5. Cheek the depth of the spillway to to ensure it is a minimum of L5 feet below the low point of the embankment, ---o ~ ~o q-, ~ o W"°""~-- b' Z. Wood posts are NOT acceptable. 'post off' APE'' ~y oR iy
6, Imm~iately FN any settlement of the embankment to slightly above the design grade. ~ n ~ r 7, Any riprap displaced from the spillway must be replaced immediately. ° o~ ' PERSPECTIVE VIEW ; ~ •'~~y` AR~h e, _ ,.';;P~~~~RA. 9 3. Use staples 1 apart to attach fabric to "H Wire" Horizontal post : ~ ; ~ : :
---w--- 09 Top of baffle should be : a
6" hi her than the bottom Fence and fabrc N ~ ~ . w e--.3g ~ _ _ ~ : Y 299 ~ of the illwa bur~tl m trench ~ ; ~ 'a Y Ja: Q : ~ o :,n r:
em orar a amen ra Maintenance, ~ y ~.s, 4; ? tit ~
Scale: 3/16" = 1'-0" 1, Inspect inlets at least weekly and after each significant (iJ2 inch or greater) rainfall event. 2. Clear the mesh wire of any debris or other abjents to provide adequate flow for sebsequent rains, ent. Bottom of baffle in 6"x6"trench, F~ 1 ;went rains, trench and trench backfllled and ASSOD~~~~° a
3. Take care not to damage or undercut the wire mesh during sedim~t removal, Replace stone as necessary e Stone a5 neC8S5dry, filled with sooin and Campacted ~ ,rr~lrllP11111~~~', i'~4rr ~ p1~~'~
Compacted ~ rrrrru
. a c assn ar n e ar n e ro ec von
Scale: Not to Scale For use in un aved areasonl p Y BAFFLE INSTALLATION -STEP 2 SECTION AT OPENING
Maintenance:
Trench - U stream end BID SET 1. Inspect baffles at least once a week and after each rainFall Make any required repairs immediately,
o storm drain 2, Shaultl the fabric of a baffle collapse, tear, decompose or become ineffective, replace immediately.
3. Remove sediment deposits when it reaches half full to provide adequate storage volume for the next rain and to reduce pressure on the baffles: SHEET ISSUI~ 04.08:11
Diversion Dike 4'•0" Min, Island aver Inlet 9. After the contributing drainage area has been properly stabilized, remove all baffle materials and unstable sediment
Hold Down ~j Dverflov 3,1 1-6" Min. Dverflow deposits, bring the area to grade, and stabilize it,
Stakes iJ3 PipE - ' 1~3 Pipe diameter
a es or a amen ra s an on s
Scale: Nat to Scale
f \ \ \ \ \
, ~ \ \ \ \ \ L__ ________J 10 5 cin pa 9
„ . \ Bury bottom 3J4" Exterior plywood
15 Dra, Plastic \ Inlet of plywood Cnrru t Fi ~ ~ + +
ga ~ pe ALT ERNATE A Maximum Draina e \ 9 ~ Edge Df Road Paving 35' Minimum 65' Minimum New Construction
Area T 0.25 AC ~ ~ U stream end o~storm drain
\ Silt fence post \
S x10 Pyramat 6"Min, Stone Depth iZ" Min, Stine Depth
\ OverFlow ~ outlet \ OverFlaw
Top of 1~3 Pi a diameter N°tes: PROFILE
\ Diversion iJ3 Pipe diamet \ . / Washed p L Minimum width of construction ent shall be 25' Washed stone filter or width of street whichever is teat r, r
Natural . ~ across ~ g e See plans fo across pipe inlet location actual width, and configuration.
Ground nirnnr r~.,,.,, o _ . _ a~'_. _ ~ r~....L.u Rinnnr ni_-_ non n:_ n-_ »n rsi ..n u:~..____~
4'-0" Min, vwu wawa o I op of Hand-Compacted Diversion E ~ ~ I. aMlt W1011 UC NUJUI Udbb A I<I Kd L -0 `h I'IIUFtHI 3. The entrance shall be maintained to prevent tracking or flowing of sediment onto public
RI Ra Level Section p p Fill (Island) ~ ~ ~ ~ Hardware cloth Channel ' ' Hardware cloth Hardware cloth Rights of Way. This may require periodic top dressing with additional stone, repair and/or
4-0 Min, 6" Min. cleanout of any measures used to trap sediment.
NCDOT Class B Rip-Rap Washed stone filter ~ across pipe inlet 4. When necessary, wheels shall be cleaned to remove sediment prior to entrance onto public Rights of Way. Washin shall be done on an area stabilized with crushed stone which
NCDOT #57 crushed 3,1 Z Mm. 12' Min. ~..r--- , drains into an approve sediment controlling structure. Use sand bags, ravel boards or
stone blanket 8 thick ALTERNATE,B 1 2.1 2.1 2.1 other approved methods to prevent sediment from entering any storm rain, ditch, or watercourse. CHECKED BY 5, All sediment spilled, dropped, washed or tracked onto public Rights of Way must be removed immediately. Bu
Ln v c
em orar Storm Notes: 01-nil M .n ~ ? ~ p ~ ipe Pr( DETAIL Entrance-Construct the entrance to the slope drain of a standard flared-end section of pipe with a minimum 6-inch metal toe plate (See figure above). Make all fittings watertight, A Scale: Not to Scale To be installed at the end of each day or just prior to storm act! ipe Protection GT TI T w, 4 i ,,,4;~ 4r , DEP Al I? s L- r a~ , el t oral Col struu«uii Ent[ A st prior to storm activity
standard T-section fitting may also be used at the inlet. Scale: Not to Scale J
APPROVED BY U
cfis Temporary diversion-generally, use an earthen diversion with a dike ridge to direct surface runoff into the temporary slope drain. Make the height of the ridge over the drain R V 16.29 conduit a minimum of 1.5 ft and at least 6 inches higher than the adjoining ridge on either side, The lowest point of the diversion ridge should be a minimum of I ft above the top of Flow =1619 Cubic Feet per Second
Velocity = 2,78 Feet Second Shear Stress Cacuiatio Q =16.29 cfs KMD •C sear Stress Caculation _ Flow -16.29 Cubic Feet per Second CO
the drain so that design flow can freely eater the pipe. per T= y d s Channel Slope =1,000 Feet per 65 Feet T = 62,4 .38 .015 - y d s Velocity = L36 Feet per Second Shear Stress Caculation b, y
Maintenance: Manning 's N Factor = 0.035 T = 0,35 Ibs/sf = (62.4)(,38)(.015) p T= d s = 0,35 Ibs sf Channel Slope =1.000 Feet per 65 Feet T _ - (y PROJECT NO.
1, Inspect the slope drain and supporting diversion after every rainfall and promptly make necessary repairs. 1 (62.4)(.11)(.015) Manning's N Factor = _ f 0.035 T - 0.10 Ibslsf 11002
2. When the protected area has been permanenetly stabilized, temporary measures may be removed, materials disposed of properly, and all disturbed areas 18 Feet
stabilized appropriately, 92 Feet ~ W, COPYRIGHT NOTICE: THIS ARCHITECTURAL
Water Surface Width =14.64 Feet AND ENGINEERING DRAWENG IS GIVEN IN
DETAIL 10 -1 - CONFIDENCE AND SHALL BE USED ONLY Water Surface Width = 85.84 Feet ~IV ,4 PURSUANT TO THE AGREEMENT WITH RATIO
Temporary o e rain Section Area = 5,86 Square Feet ARCHITECTS, INC. NO OTHER USE, Section Area =11.96 Square Feet DISSEMINATION OR DUPLICATION MAY BE
Scale: Not to Scale Not for Temporary use Bruin9 construction wait until site is stabilized to Install Depth = 0.38 Feet MADE WITHOUT PRIOR WRITTEN CONSENT Depth = 0.11 Feet OF RATIO ARCHITECTS, INC, ALL COMMON
RAT 10 LAW RIGHTS OF COPYRIGHT AND o w OTHERWISE ARE HEREBY SPECIFICALLY
Side 1= 3.00:1 Side 2 = 3.00,1 Side 2 = 3.00;1 o RESERVED.
Side 1= 3.00.1 Side 2 T 3.00.1 SHEET TITLE
Base =12.00 Ft,
Erosion Control Base - 8500 Ft,
DETAIL Swale Cross-Section ,c ion DETAIL 12 Swale Cross-Section Details
Scale: Not to Scale Velocity Check #1
Scale; Not to Scale Velocity Check #2
SHEET NUMBER
L-604

Sediment Basin #1 Sediment Basin #2 Sediment Trap #3 Sediment Basin #4 Temporary Temporary Sediment Basin #5 Temporary S~liment Basin #6
(Convert to Permanent Bio-Retention)
Existing Drainage Area = 11.54 Acres Existing Drainage Area =15,40 Acres Exsting Drainage Area = 4.23 Acres Existing Drainage Area = 14,07 Acres Existing Drainage { Proposed Drainage Area = 51.50 Acres Proposed Drainage Area = < 15 Acres Proposed Drainage Area = < 4 Acres Prposed Drainage Area = < 14 Acres Proposed Drainage Existing Drainage Area = 11.22 Acres Existing Drainage Area =15.45 Acres Proposed Drainage Area = < li Acres Proposed Drainage Area = < 15 A~as
Denuded Area =10,30 Acres Denuded Area = Y525 Acres Denuded Area = 4,11 Acres Denuded Area = 9,84 Acres benutletl Area = 5 benuded Area = 5.36 Acres Denuded Area =14.08 Acres
Efficiency Calculations Efficiency Calculations Efficiency Calculations Efficiency Calculatior~ Efficiency Calcui Efficiency Calculations Efficiency Calculations
435 sf x 10 year peak cfs 43S sf x 10 year peak cfs 435 sf x 10 year peak cfs 435 sf x 16 y~r peak tf5 435 sf x 10 year pt 435 sf x 10 year peak cfs 435 sf x 10 year peak cfs QWner
Q = (n){i}(a) Q = (a)(i){a) Q = (~}(i)ta) Q = (n)(I)(a) Q = (a}(7(a) ~ _ (C)(i)(a) Q = (n)(i)(a) Wake County Public School System Q =(.35)(7.5)(11.2) = 29.4 Cf5 Q =(.35)(7.5)(15,5) - 40.7 cfs
Q =(.35)(7.5)(51,5) =135.2 cfs Q ={.35)(7.5)(15,4) = 40.4 cfs Q = (.35){7.5)(4,2) =15,228 efs Q =(.35)(7,5)(14.1) = 37,01 cfis R ={.35)(7,5)(11, 435 x 135.2 = 5$,812 sf required 435 x 40.4 =17,574 sf required 435 x 11= 4,785 sf required 435 x 14.i =16,099 sf required 435 x 29.4 =12,71 435 x 29.4 =12,789 sF repo€red 438 x 40.7 =17.705 sf required 5551 Rol:k Quarry Road
58,812 sf provided at elevation 385.00 17,574 sf provided at elevation 383,50 4,785 sf provided at elevation 388.75 16,099 sf provided at elevation 399,1D 12,7E 12,789 sf provided at elevation 401,13 17,705 sf pravidari at elevation392.92 Raleigh, NC 27610
Volume Caicuations 1,800 x 51,5 = 92,700 cu ft required Volume Calcuations Volume Calcuations Volume Calcuations Volume Calcuati Volume Calcuations volume Calcuations {919) 850-1600
92,700 cu ft provided @ elevation 386.22 1,840 x 15.4 = 27,72D cu ft required 3,600 x 423 = 15,228 cu ft required 1,800 x 14.1= 25,380 nu ft required 1,800 x 11.2 = 2Jp 1,800 x 11.2 = 20,160 cu ft required 1,800 x 15.5 = 27,800 cu ft required
27,720 cu ft provided @ elevatian383,67 15,228 nu ft provided @ elevation 389,62 25,380 cu ft provided @ elevation 399.52 20, 20,160 cu ft provided @ elevation 402.04 27,900 cu ft provided @ elevation 394,13
Basin 5pecificatians: Basin Specifications: Trap Specifications: Basin Specifications: Basin 5pecificati Architect Basin Specifications: Basin Specifications:
RATIO Architects, Inc, Top of dam: 405.00 Top of dam; 397.50 135 E Martin Street, Suite 101
Top of gym: 391,25 Top of dam; 387.60 Tap of dam; 391,60 Tap of dam; 403.00 Top of dam: SpillwayJStoragee!evation: 396.25 SpillwayJStorage elevation: 38S.SQ 5pi11way1Storagee!evation; 390.00 SpillwayJStaragee!evation: 401.50 Spillway/5torage e Spillway/5torageolevation 403.50 Spillway/Storag2elevatian: 396.00 Raleigh, NC 27601-1371
Bottom elevation; 385A6 Bottom elevation: 382.00 Bpttam elevation; 386.60 Bottom elevation: 398.00 Bottom elevation; Bottom elevation 400.50 Bottom elevation: 392.50
Spillway width: 190,00 Spillway width: 45,00 Spillway width: 15.00 Spillway width; 45.00 Spillway width: 3;1 interior side slopes 3:1 interior side slopes 2;1 interior side slopes 3;1 interior side slopes 3:1 interior side sk Spillway width; 32.00 Spillway width; 44.00 (919j 821-0805 3:1 interior side slopes 3:1 interior side slopes
Size; (irregular} = 413,326 cu ft Size: (irregular) = 6~ cu ft Size: (irregular) =1.7 217 cu fk Siae: (irregular} =100,554 cu ft Size; Size; (irregular) = 44,772 cu ft Size: (irregular) = 84,902 cu ft Landscape Architect
*Clean Trap at 1/2 Sediment Storage Elev, 387.9D *Clean Trap at 1/2 Sediment Storage Elev. 383.89 *pean Trap at i J2 Sediment Storage Elev. 388.28 *Clean Trap at i/2 Sediment Storage Elev, 4,37 *Clean Trap at 1 *Clean Trap at 1/~ Sediment Storage Env. 402.16 *Clean Trap at 1 j2 Sediment Storage Elev. 384.71 ~411Sti'UCti011 SeQU~I1G~ for H•fi McNeel A55oCIateS PA
Phase i - fnitialSitework y Contour Area Total/2 Total nu ft Cnntour Area Totall2 Total cu ft 5501 McNeely Drive
Contour Area Totai/2 Total cu ft Contour Area TotaIJ2 Total cu ft Contour Area TotaIJ2 Total cu ft Contour Area TotalJ2 Total cu ft Contour Area 385 74,01fi 382 15,096 386 3,043 398 13,122 400,50 11,00 400,50 11,001 392,50 11,012 1. ObfainNCf~NRpamritandpcetacopyatthesite, Raleigh, NC 27612
151,36612 75,683 31,81912 15,969 6,680/2 3,3443 27,70612 13,853 23,477/4 5,869 19,01014 4,752 {919) 782-9677
386 77,350 383 16,723 387 3,637 399 14,584 401 12,47 158,090/2 79,n45 35,16312 17,581 7,919/2 3,959 44,069/2 22,034 401 12,476 393 17,998 2, k pre-consh~udion mnfeence is regoired prior ra any land disturbing activity, Notify the staff band qualm s2otion, at 919~7914200at least 48 hours prior to beginning 27,274/2 13,637 39,922/2 19,961 mnstructlon actNities, Impianent the r~uiremerds of the staff approved erosion control plan,
387 80,740 389 18,440 388 4,282 400 29,465 402 14,79 402 14,798 394 21,924
164,928/2 82,464 38,753/2 19,376 9,23512 4,617 77,225/2 38,612 388 84,188 385 20,313 389 4,953 401 47,740 4D3 17,52 32,323/2 16,161 50,152/2 25,076 3. No r~nolifion,construction, or land dsturbance activitlas may begin on the srte until all applicable ercoion and sediment cottrol measares have risen inctalled in locations as Stru Ctli tai En inBer 403 17,525 395 28,228 shmvn an the contract drawings, if Bearing is req~red for installation of a given measure, all other measures shall be installed post, The neressary land disturbance activities
171,$7$/2 85,539 41,544/4 10.388 10,602/2 5,301 104,222/4 26,055 36,41914 9,105 70,226/2 35,113 reuiretlforlnctallatlonofthe wen measure ma then roceed. ~~C Structural Engineers
389 87,690 385.50 390 5,649 901.50 56,482 403.50 18,85 403.50 18,894 396 41,998 q ~ y P 1 VII Av Hue 10 5 ode e
184,390!2 96,195 390 92,700 Total Volume Provided 63,254 cu ft Total Volume Provided 17,217 cu ft Tote{ Vnfume Provided 100,554 cu ft Total Volume Prav 4, Install temporary grav~elmns#uctionerdranceartryatbodrbcations, Raleigh, NC 27605 Total Volume provided 44,772 cu ft Tntai Volume Provided 64,902 cu ft 919 832 5587
5. Install tree otection fencin as shown on the a raved ans. { } p 9 pp PI
Total Volume Provitl~ 413,326 cu ft 6, Ir~all silt fencing along downgrade edges of disturbance as shown on drawings, Clear ar~ly areas re~iretl to install erosion rnntrol devices,
Givii En inset
1. Chisel tompaetetl areas and spread toposail 3 inches deep over adverse soil conditions, if topsoil is available. available. 7, Install temporary sediment basire 1,2,4,5, 6.6, along wfihtemporary sediment trap #3. Note that sediment hbasiin 1 mustba tonctru~d as per requirements fm permanent blo•retentlon bass (pig, outlet, and inlet box stnxture, as well as dam) and will 6e transRioned from temporary sediment boons to pem~anent bio•~enhon bases atentl of BaSS, N i7C0 n ~ Ken nedy, I C1C.
2, Rip the entire area to 6 inches depth, siteconstnxtion, 6310 Chapel Hill Road, Suite 250
B. Adjust preliminarygrd~asnecessarytoinsurenorunoffranbypassthapr~osredbasinsortrapsdaringgradingoperatlotu~ Raleigh, NG27607
3. Remove all loose rocks, roots, and other obstructions, leaving surface reasonbly smooth and uniform. ' (919}851-4422
4. Apply agricuituraf lime, ferti#izer, and superphosphate uniformly and mix with sail {see below). 9. Ins~ll temporary diversion ditches as shown on plans,
S, Continue tillage until a well•pulverixetl, frm, reasonbly uniform seed bed is prepared 4 to 6 inches deep, aep, 19, Olsturb, grade or horcow just the sail required from ~ upper podian of the site to build the basins and traps,
Notes: ,Expanded Metal Grating PlumbinglMechanicallFiectricallCivil
1. The cylinder must be firmly fastened to the te8! of the riser, i i 6. Seed on a freshly prepared seed bed and cover seed lightly with seeding equipment or cultipack after seeding, 2. Support bars are welded to the top of the riser. Welded ' ' r seedirtg• 11. immatllately seed and stabiNze downstream face of dam on all sediment basins and setlimeRt trap, using temporary grassing as noted, The Wooten Company
~ i 7. Mulch immediately after seeding and anchor mulch, 12.iratalltemporaryrip•rapapronsatalipipeoutlets. 120 North Boylan Avenue
12" greeter than ~ ~ In II s ed areas and make necessa re airs or reseedin s within the lantin season if ossible. riser diameter 8 specs a eed ry p g p g p Raleigh, NC 27603 ~sible. 13, 5edlmant basin berms and other expo~d aeas asmdat~ with theb mnstrudion ('mduding interior side slopes) mud be stabilhed Immed'ately aftertheir mnstrudlon. (919) 828-D531
d If a stand should be over 60% damaged, reestablish fallowing original lime, fertilizer and seeding rates again. :es again.
A ~Grating All Arourod ~ 12 9. Consult Landscape Architect on maintenance treatment and ferkilization altar permanent cover is established, ablished, 14, When erosion conp~ devices are Nmpletely installed the Cpntrach:r'shal€ call for'mspection by NCOENR, landscape Archflect and Owner's Represer'gtlve, „
#6 Reber Support Bar. IS.Proceedwlthinstallatlonofretaln~gwallnearwestendofstaffparking Roofing Consultant
12" #6 x 12" Spacer Bar Apply: Agricultural Dolomitic Limestone at 2 tonsJacre Fertilizer {10-10-10 formula) at 800.1000 LbsJacre ~ Compacted
Superphosphate (20% analyse) at 500 Lbslacre ~~~~/~~5ub rode 16, Be inrou h radin lhasi~, Stafford ConSUltln En IneerS 9 9 99 9 g loin strips by 18"Overlap 130 Edinburgh South Drive
Rid s~ See plan for D.A. Mulch {srrea8 grain straw) at 2 tons/acre (approx, 80 bales) Anchor with Liquid asphalt at 400 gallons~acre or Emulsified asphalt at 900 gallons/acre, ancf~rin 17, Mainmin all diversions as required and remove sediment from sedimank basins and sediment trap whenever it exceeds maximum sediment elevation as noted on khe plans• Ca NC 27511
PLAN SECTION A-A ISOMETRIC and eve apping. rY~ 18. Install dorm sewn syskem and temporary inlet protecfion devices. Until bones are built and yard inlet devices are installed, install acct maintain storm drain under construction {919 j 461-8125
~nti-Vortex Device For Ta Of Risor devirk at the end of eadr day ar onset of rain,
iVOt TO SCdI@ Date; Type: Glanting Rate 19. Maint~n positive drainage a¢ site at all times,with na standing water Sher than in sediment Basins a~ setlknent trap,
Paint 2" Wide Red Band 8' min, Aug 15-Nov 1 Tall Fescue 300 t.hs/acre Food Service
• CMP anti-vortex at 1J2 Full Elevation See plan Nov 1-Mar 1 Tall Fescue and 300 Lbs~acre r See Calwlat~ons Above lop Of Dam Elevation device/ trash acK, See Calculations Above for Each Basin Abruui R e 25 i.bs/acre COmpaCtEd Ep. All slopes 3:l or greater must be stabilized with temporary grassing• - ~5ubgrade FOODeSIgn Associates
See above detail, for Each Basin Y Mar 1-Afu 15 Tall Fescue and 300 Lbs~acre I I fl r i e a I'~sh be in excavation of tin s nd un er-slab utilities Continue with eanstmction of builtlin , 5828 (}ak Drive 21, Whan bu Id ng oo slab s st b ed, g fro g a d g
-Emergency Spillway Elevation. Apr 15-]un 30 Hulled Common 6ermuda 25 Lbs(acre Charlotte, NC 28227
CMA R'~s er ~ See Calculations Above for Each Basin ]un 30-Aug 15 Tall Fescue and 120 LbsJacre See Table 2,5;1 3;1 Max, 3:1 side slopes on spillway crass-section arowntap Millet 35 Lbs/acre 22, Place stmt base on rkin lot areas as 9,an as Is practical after sub rode is esrahlished and underground uttlitkes are installed, 6„ 0 us 9 -9 {704} 545-6151 In channels, roll out sups of netting parallel to the
_ or Sorghum-Sudan Hybrids 3n Lbs/acre direction of flow and aver the protective mulch. ~ Anchor Heflin in a z3. seed and establish temporary grass rover over all areas not covered by srone-0r immediately adjacertf to buiidng ronstnnb~ as soon is pratfital, 9
invert Out See Table - Compacted 6"Bee trench Installation of Netting and Matking; P 24, The contractor shall post the sedimentation "co+tifcata of appovaE" at the construction entrance and maintain copies of project erasion and storm water permits atthe on-site Theater ConSl! Itant
em orar ee en c e u e Skimmer Drain Line; - e Subgratle L Ap~y lime, fertlhrer rind Seed before Idying the net Or mdt, office. Any changes in the project design, drainage pollens or that result'm additional land disturbance will address for pemnR modificagon•
see Detail °4JL6o4" ~ Scale: Not to Scale Stageworks 2, Start layin the net from the top of the channel or slope and unroll it down the grade. Allow netting to lay fooseiy on the soil 2s. contractor shall yep records of rdmfall amounts and dates and inspedions~obsenztbns on st~mwater inspectgnsforgeneral permrtn~golBBOO shears. Thecontractarshall 1100 Ca ital Blvd
CMP Barrel Ri • fil r apron s`;~,` ' See Table w~h~r~ter~abnc but withoU Wrlnkles•d0 Hat Sh'etCh, conduct 'act NPOES'ms actions of erasion rontral measures a~ storm water outlets week) and after eve rah event 1 inCn or realer. All rontral devices will be p
4'x4' Concrete Anti-flotation underneath, See Detail 4JL606 Drainage Structure Basin CMP Riser CMP Barrel Riser Rim Basin Bot, [nv, Out Block, Anchor Riser Tn Block. Weld 14 ga. steel plate (2 x pipe 3, To secure the net, bu the upslape end in a slot ar trench no less than 6 inches deep, cover with soil, and tahtp firmly p y w I i II t th 9 ro ectsiteto facilitate rainfall monitorin , Raleigh, NC 27603 as shown above, 5ta a the net eve 12 inches across the to end and every 3 feet around the dges and battam•Where maintained as specified in the NcaENR erosion a sedimerd control planning and design manual, A ran gauge ~i be nsta ed a e p i 9 919 839 2288
diameter square) around the barrel Floating Skimmer Drain See Sheet 1-608 ry p The contractor shall maintain ~ese records at the onsetoffoe for audit by regulatory agrmies, NPOES inspections are required until project stabilization a evident by 95Wo { } two strips of net are laid side by Side, the ad'acent edges should be overlapped 3 inches and stapled together, Each vegetakivs growth far areas provided seedkg, at such time the contractor shall remove all temporary erceion control devices wflhin silo limit.
Sediment Basin 2 36" 30" 385,Ofl 382.00 381.00 as anti-seep collar (under centerline wJPul Rope • Tie Rnpe of dam) strip of netting should also be stapled dawn he center, every 3 feet. Do not stretch the nez when applying s~ples•
To Side Of Basin 5edimentBasin4 36" 30" 401,Ofl 398,00 397.00 Maintenance; 4. To join two strips, cut a trerkh to anchor the end of the new net, Overlap the end of the previous roil 1$ inches, as shown 96,Maln~ln devices as needed. Au dlstu~ed areas shall be grassed or st~ilizad with 13 calendar Gays of the completion of work m that area. above, and staple every 12 inches just below the anchor slept,
1. Inspect temporary sediment tra (s at least weekly and after each significant {1J2 inch or greater rainfall event and repair immediately, Sediment Basin 5 3D" 24" 4D3,ao 4oo,5D 4flo.DO 2. Remove sediment and restore t e asin to its original dimensions when itaccumulates tonne-hal the design depth, Mdi ntendnCe, 27, Contractor shalt remove sediment from erasion rontral tlevrces when approximately one-half of the smrage volume has been filled, ,
3. Place' removed sediment in an area with sediment controls, 20'-0" _ e 1. Ins act rolled erosion control rotlucts at least weekl and after each si nificant 12" ar realer rain fall event re air immediatal , .~~'gnEru"''~~, .++'"u,n"r~rq, P p Y g ~ ~ P V a~~ ~ CARP 4, ~ CAr?a r,~
Sediment Basin 6 36" 30" 395.50 392,50 392,00 4. Cheek the embankment, spill and outlet for erasion damange, and inspect the embankment for piping and settlement Min. ' 3,1~,`, 2. Good contact with the ground must be maintained and erasion must NOT occur beneath t e, Mat• 2a, Corr~nue to maintain temporary erceion carol measures Bering gra4ng. e~. g~ ,,r • An re that are lama ed ar hot in close aontacl with the round shall be re airEd andsta led, ~ cAPe'q~•., ~ rilis'••.,'~q a,
S, Make all necessary repairs Imme lately, Permanent RCP Outl~ 6. Remove all trash and other debris from the riser and pool area, , ~ Pipe, See Plan RCP Outlet 3 y as g g p 29, Cnm kte fine radin , ,~5 R~ ~ ? . 4P aqA. ~ 4. If erosion actors due to oorly controlled drainage, the problem shall be fixed and the erode area protected. P 9 9 ; y,T,, ~ ; o F
t Ian 5. Monitor and repair the at as necessary until ground rover is established, ; ~ 30, After builtlin and other site im rovaments are ~n ate, then instalE armanenl rassin and landsca i as Shawn on landscape plan. . w ~,1 -
a :Y ~ ;o :w r:
em orar a ime assn , ~ ~ , 31,After site is su~ntially complete and 9090 stabilized with permanent surface cover (grass, fandscoping, bolding, pavng, etc} the Contractor shall>all for'mspection by NC~NR, s, Q ; ~ i er ormance ur ern once a ine teas ; • ; landscape Ardnitect and Owner's Representative. Upon approval ppm~art temporary sediment basin #1 to permanent hra•retent~on basin, Remove sedment basins #t,4,5 & 6 ~ ~ , 3y ~o,. ~ d o~ , ~
i, t l ~ , and sediment trap #3 and reGrm grades to rready existing grade ton~urs prior to instal~tioa • • , , , d, ~~~J 4, ~J
Scale: Not to Scale This detail shall conform to North Carolina Std. #6.61 , , Scale: Not to Scale Install per Manufactures Recommendations y 1p. , s Q wn ' r n Iv i,~l AS500 32. Whon sffework is compf~e and all areas are stabilized, the cantractar shall the Contractor shall cal! for inspection by NC~NR, landscape Ardntect and 0 2rs Rep esa tat a pig rr rrg~~w ~
Temp. 6" Rigid PVC for removal of all temporaryy erosion control measures. (.e. silt fence, dversion ditch, etc,). NCDENR appnrral is required prior to Bose out of erosion and sediment rontral
Pipe For Skimmer Drain measures onsita.
6' x 6' x 1S" Line i;onnection Bass i Rip Rap Skimmer Drain line 33. if sRe is stabilized, and NCnENR and Owner's Representative appro~s, then remove temporary siltfencing, temporary diversion ditches, bee protection fencing and re•grass, ar
See Plans for Locatian and Configuration pave any resulting bare areas, Repair areas, fll ditches, smooth to finished grades as shown on plan.
With Flexible Joint of level Spreader
BID SET
Basin CF Target Rate For Skimmer 24 Hr Drawdown Maximum Target Rate Far Skimmer 48 Hr Drawdown Minimum Turf Reinforcement Matte Dravvdown Minimum Trenched Edge
30 cfs Maximum ~ SHEET ISSUE 04.0$.11
Sediment Basin 1 42,700 1,0129 cfs OS365 cfs Direction of Flow 0,00 ;
Sediment Basin 2 27,720 6,3208 cfs 0.1604 cfs x 4A0 x 0,00 3-Q
Sediment Basin 4 25,380 0,2938 cfs 0,1469 cfs c
Sediment Basin S 20,160 0,2333 cfs 0,1167 cfs 0.50 x
5edin~nt Basin 6 27,900 0,3224 cfs 0.1615 cfs 0'~ Level Li of S reader P P
0.50 Entire Length of Lip MUST Remain ,n
Poured in Place 3000 psi Concrete Level Spreader Level at ALL Times ea~d on, Q,o - (2.6) (L) (H )
Place one control dint at 2S' (Mid Wall) O,SO ~ Basin Quo cfs x weir Length H (incl~s) Elev, Level Lip
V~9~ Turf Reinforcement Matte n ~~C Stapled Edge Bio•R~ention #1 16A0 15' S0' 0.2676 387.00
Blind Store a Swale 4" #51 Stone ' g oa ~n immer rain
6" #S7 Stone Miraf 140 Filter Fabric f r I immer Scale; Not to Scale Contractor tosubmltcalculatlans o seectedsk
Mirafi 140 Filter Fabric Bermuda Sod
6" Topsoil FIII
3'-0" 1'-0" 3'•0" 1'-D" 30'-D" Varies 4' 4' Glean Cut Edge Existing Vegetakion
andlor New Sad
3'-0" i T - hiictiM~llb6
V Min.
383-00 #4 Steel Rebar @12" o.c, Vertical Water Flow #3 Steel Rebar Existing Grade/Undisturbed Earth ~-~@12" ox. Horizontal 12" Staples
311 Level Lip of Spreader
15" NCDOT Class B Ri Ra Recycled Plastic 2x6 on Edge Rip p CHECKED BY
. . . . . . 4 1 Mirafi 140 Filter Fabric SECTION A-A Turf Reinforcement Matte Bu v c
ri D . T'CLR . 77//77 .4 --1 El I E \ - S 6 deep NCDOT #57 stone filter blanket 6" Minimum Buried Q pEp
Undisturbed
I Ed I F~I I F~~ NX NN X" _--I Ed I F1 > Subgrade Typ, J
Notes, APPROVED BY o
x X~ V L Turf reinforcement matte should be a minimum of 8 wide extending 4 feet over the lip and buried 6 deep in a vertical trench co
1=1 I I=I I FE1 I IEI N NX NX I x N\\~ X X~ inside the level spreader. Outside of the level spreader, the edge s ould butt against smoothly cut sod and/or existing vegetation KMD Y
X - X Y/ V - I \X and be held in place with closely spaced heavy duty were staples at least 12 long,
F-Ei I FEI I IEEI I I 4 2, Ensure level spreader lip is level for uniform spreading of storm runoff. b
12 IT, 3. Construct the level spreader on undisturbed soil not fill). PROJECT NO. 4. Disperse runoff from the sreader across a properly stabilized slope not to exceed 10%. Make sure the slope is sufficient€y 11002
smooth to keep flow from concentrating.
Undisturbed Subgrade Typ. S, Immediately after its construction, appropriately seed and mulch the entire disturbed area of the level spreader,
Controlled Earth Fill 6. Inspect levels reader after every rainfall until vegetation is established and promptly make needed repairs. LqpP-M- 1 COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWfNG IS GIVEN IN
Controlled Earth Fill 311 CLR After the area as been stabilized, make periodic inspections and keep vegetation in a healthy, vigorous condition. CONFIDENCE AND SHALL BE USED ONLY
DETAIL e r PURSUANT TO THE AGREEMENT WITH RATIO
A 2 --t net (ssi a of ARCHITECTS, INC. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE
Scale: Not to Scale This Detail Is Schematic in Layout - See Plan for Location and Configuration MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO ARCHITECTS, INC. ALL COMMON
LAW RIGHTS OF THERWISE RE HERECOPYRIGHTBY SPECIFICALLY RAT 10 O
RESERVED.
SHEET TITLE
#3 Steel Rebar @16" o.c. Horizontal
4" Crusher Run
2" Deep A" Wide Key 3olnt Erosion Control
#3 Steel Rebar @16" O~c.
Undisturbed ears
Subgrade Typ,
SWEET NUMBER
DETAIL 6 Level Spreader/Vegetative Filter -Str
Scole: 1" = 1'-0" Pollutant Removal/ Engineered Filter Strip
L-605

Owner
Wake County Public School System
5551 Roek Quarry Road
Raleigh, NC 2761D
(919) 850-160D
Architect
N~ATIO Architects, Inc, 135 E Martin Street, Suite 101
Raleigh, NC 27601-1371
(919)$21-0805
Landscape Architect
McNeel Associates P y A
5501 M~Neely Drive
Raleigh, NC 27612
[phone]
Structural En ineer
LHC Structural En in r g ee s
1D15 Wade Avenue Raleigh, NC 2,7605
{919}832-5587
24" Minimum•31" Maximum ~
12"Min, 12"Min: ~ Nominal 3D"
Civil RIM Elevation, Engrneer _
Depth Varies 6 Frmsh grade behind curb, See Table Sheet L-607 See Plan. Bass, Nixon & Kennedy, Inc.
See Plan Finish Grade Concrete wash 6310 Chapel Hill Road, Suite 250
I_I I I_I I I-I I I_I I I I I_I I i~l ~ I; I ~ ~I! 11-i 1-I ~ I-I I ~I I I---i ! I_I I I-I ! I~ 3Y atframe Curb Inlet Frame, Grate and Raleigh, NC 27607
=1 11=1 11=1 I I. ~I I I-1 I I-1 I I-1 11=1 I ~=1 11=~ I I=I 11-1 I I-1 I I-1 I l~ I I-1 I 6 Topsoil , . , . , Curb Box shall be meet NCDOT ~ 919 851-4422 $4D.03C antl be similar or equal ( )
I-1 11=1I I-_-_~ I I I I-1 I I~ I ~I I ~f I I-! I ~=~~1 I h.(i ICI I I-1 . ~ to East ]orlon Iron Works V~066 &
~,\~\f , ~ : ; NCDOT No. S7 Coarse Stone Aggregate R32 -2 R 9S 3295 3 stone Aggregate
\ \ ~ Wra ed in Mirafi 14D N Filter Fabric pp : ~ V Filter Fabric , , ~ ' Cast Iron ste s at ° I€ necessa m Plumbin /NiechanicalJElectricallCivil 12 Mirnm m ~ ~ p 30 tap aY , g u ~ 16" an center corbel at 3 d from vertical
/ 8" Dia, to 15"Max, Drain Guard #872 The Wooten Company in Guard #872 ~ typical; See Specs,
8 . ~ ~ Corre ated Perforated PEastic ::.:.Mina r., . y. Drain ' ew~h FlterSleeve p r Plastic ~ 120 North Boylan Avenue e2Ve, ~ Ralei h NC 2760
E ; ` ; Manufactured by Advanced Drainage Systen ced Drains e S stems Inc ~ ~ - g ' 3 g Y r See Table for Len th (919} 828-0531
~ / or uah Install at 1,0°~ slo • CQ pe gradient, 6 slope gradient, 9 f
N \ 2;1 2;1
/ / / • \ / Optronal Treated Wootl Leveling Rail / 16" rester than Pie 0.0. Solid conGrete unit masonry or solid g p common brick as s eciFed. Use 8-S Roofin Consultant Levelin Rail / ~ •j, . p
/ / If necessary to ensure 1.04'° slope g , (24 X 24 sq. min.) masonry reinforcing every third brick course, I~D~°slope / ~ Stafford Consulting Engineers
\ i~~/ / / / v// / Compacted 5ubgrade / 130 Edinbur h Sou h r' g t D ive
~ To of outlet berm and Invert Outlet Pipe Cary, NC 27511
24" Minumum-31"Maximum P / of FE5 are a ual Concrete [phone] q ' ~ wash inside
/ Flared End Section NCDOT Rr •Rap; Invert
renc rain n er a ie Scale: 1"=1' 0" See table for i See table for pipe size
antl de th s ze / ~ Elevation . p o~ 5heeti.•fiD7 Food Service . Concrete wash to outlet
Tennis Line Post NOTE; Use NCDOT #57 ~ J ooDestgn Associates
Ori final Grade 6 - #5 Steel Reinforcigg . 6 thrck concrete slab with stone to spread along top ! t"' ~ ~ ~ 5828 Oak Drive 4 X 4 W2,0 X W2,0
/ / 1 \ Bars, Fuil Length of Section / / / T~\/~ / Cast Jordan Iron Works 6953 r and create levy aut€2t on 12 ' ~ Welded Wire Fabric Charlotte, NC 28227 Rip•Rap berm outlet 2 _ _
\ \\\~\\~C oequal< ~~!i / !r\/\~/i/~~ /i//i//i ~~\T~i\ 1~ 6"Min, NCDOT #S7 Drainage Stone [phone] r '.t , ~ ~ for Storm Pipe Sub•drain Only
\ . //\\j/\~~y \ ~~j\//\\/ ! Top Clevakion Level See Plan See detail # 7 this sheet, =-R.
,,y\ ~ 1/2 51ope Finish Grade ~ , toCL Srade -
a ~ \ ; ~ Wrap Stone in Mirafi 140 N Filter Fabric ~ - ` a ~Ilrafi I40~ilter Fabric Theater Consultant Notes; 8 Typ, a ~ 1. Sts eworks
\ ;r 6 deep NCDOT #57 stone f Iter blanket Contractor is responsrble far sizing storm drainage structures to properly accept Grates, Frames and Pipes as specified, g 2. Storm drain frames rates and hood shall be stain etl wlth pRAINS TO RIVER ,
/ r << 'd' Maintenance; ~ g p 110D Capital Blvd 1. Inspect rip rap outlet structures at least weekly and after each si nif cant 1j2 inch or rester rainfall events to see if an Raleigh;` NG 27603
;/j < t x ~ ~ N a; ~ 3,000 psi Concrete 9 9 ) Y erosion around or below the ri ra has taken lace or if staves have been drslod ed. 919 839-2288 0 psi Concrete p p, p 9 { )
\ ~ ~ t m / / NCDOT No, 57 Coarse Stone A re ate " \ 2, Immediately make all needed repairs to revert further lama e, u~ n e
~ 99 9 ~ \ ~ . , a #4 Steel Remforcrn at 1 ~ ~ 9 iteel Reinforcing at 12" ojc and to reduce pressure on the bafFles. ake care to avoid un ermining the fence during clean out.
\ ~ ~ ~ - %//j / //v\/~\ ~ y Invert With 1,D°!° Slope P \ . ° .r ~ e'V 0.7 \ \ Note; NCDENR Standard 8.06 was used far sizing rip rap aprons, figures 8.06a, $,06.b,1 and 8,06,b1, Scale; Not to Scale Min. Box Size; 2S"x36" for 5 feet or less deep rt With 1.D°!° Slope Min. 48 x48 for 5 feet to 20 feet deep
Pi Outlet 6D"x60" far greater than 20 feet deep ~ ,Ilnrr FES Lengdn Width Depth Stone Size Pipe Size Inl~ert Out Q~~cfs ~ ~~,,311 r1,llr~ `~`~„unun,,,,~
t\/\ ~\j ~ \ \ ~ - Compacted Subgratle pactedSubgratle Vel~fs cAROk e,, CARa~ %s
~ fES A 13' iS' 22" Class 1 24" 388,00' 6,34 4,73 ~ ti ~ "'SAP E ~ y,9 ~~~i 0 N 4 S '~~i
\i\ « / ` , ~ ' . ~ ~ . . ~ ® ~ ~ ~ , Flare last section to acce ~ .~o „ RIM Elevation, Frain n r ~ ~ ,~°5 Rey ~ ~ ~ ••vp, C,~A, g .last section to accept 12 RCP ~ e a d G a e shall be ; ~ ,T,• : ~a F,.
` ~ ~ ` _ Pipe at 2.0°/° Minimum sl ~ \ \ ~ ~ Com acted Sub rade / ~ a` / / drair7 inlet as shown on I at 2.0°/o Minimum sio to FES B 30 36 22 Class 1 54 388,00 54.39 8.20 See Table Sheet L 607 similiar or aqua to . ~ • East Jordan Iran Works V•5620, V-5620.80 V-5622 VS624 or V-5648 = r ° ° ~ = ' ~ y 7 inlet as shown on Ian. Concrete wash r • W ~
/u / \ \ Sheet L•302 at tennis coi p fES C 2 ~ fr See Storm Drains e Table Sheet i.-607 for M I . ~ ; w C- 39 ~E . ~ ; ~ Z g g ~ : .t L•302 at tennis courts. 6 30 22 Class 1 48 x 2 388.D0 11,75 $.75 at sine 9 ode and Optiorrs ; ~ ~ ~ : o ; a z.
, 2 FES D 9` li' 22" Class B 15" 401,D0' 3,17 9,32 / • F a~.• , ti o~~' ~
~
a Basin 1 Outlet See Energy Dissipater Detail 2 Sheet L605 Class B 24 382,D0 33,25 8.66 ~rrr A SSOO `,,o ~r,/ S E . rllilllll9l~ rrr 111
renc raon sE~Tio~v 5ED BASIN 2 16' 19' 22" Class B 30" 382,00' 30.7 9.09 Cast Iran ste s at 30° If necessary, top may
Scale. 1"=1'-0" p corbel at 30° from vertical
SED BASIN 4 16' ~ 16 on center 19 22 Class B 30 397,00 28,1 8,98 typical; See Specs,
renc rain SED BASIN 5 13' 15' 22" Class B 24" 400,00' 22,4 8.16
Scale: Not to Scale BID SET
SED BASIN 6 16' 19' 22" Class B 30" 392A0' 30.$ 9,12

16" rester than Pi a O.D. ~Salid concrete unit mason or solid NOTES: 9 p ry SHEET ISSUE 04.08,11
1. Length and Width are "Required" dimensions per Storm water Design Requirements, ~ common brick asspeciFed, Use 8-S (24 X 24 sq. mrn.) masonry reinforcing every third brick course, See Plans for "Actual" Location, Confrguration and Quantity,
r>i ~ ~0utlet Pi a is a ron p
' Concr~e Scale; Not to Scale at ALL outlet fared end sections where indicated wash inside
invert Elevation
Sheet L•607 Concrete wash to outlet
---W- 6" khick concrete slab with . ~ ~ . ~ 4" X 4" W2,O X W2,0
Welded Wire Fabric
6" Min, NCDOT #57 Drains a Stone for Storm Pi g
m~~~~e~ Subgxa~e ~ pe Sub-drain Only See detail # 7 this sheet,
T
Yp~
Notes;
1. Contractor is responsible far sizing storm drainage structures to roper) acce t Grates, Frames and Pipes as specified,
Elvish rrarla 2. Storm drain frames, grates and hood shall be stamped with "D INS T R1V R",
w w•rrw
Brass Clean-Out Plug DETAIL rain Inlet With Female Hex Socket 2)
1 piece #3 rebar Scale; Not to Scale Min. Box Size; 26"x36" for 5 feet or less deep
ASPHALT PAVING CONCRETE {9ACF, 48"x48" for 5 feet to 20 feet deep
111111illiHill 17. a 60"x60" for greater than 20 feet deep I2"x i2"x 4" Cast-in-Place
Earth Backfill Concrete Collar CHECKED BY
Finish Grade See L•300 Series Sheets as Specified Frame and Grate shall be 8u C&
4" Q S 4 Sch. 40 PVC Riser ~ similar or equal to pEp Rim Elevation-See Table Sheet L-607 East Nordan iron Works V-3800.2 ~
12 Pipe O,D, 1/8" Bend Concrete wash at frame
f~ / /\\i/\\i, Finish Grade a 4" Concrete Encasement
APPROVED BY U
„ Plug If End Of line co
Provide 4" Dia. Holes 4 Dla, Holes 24" KMD Y 's of Drainage
/ - See Sheet L-607 - In Sides of Drainage / Structures To Receive See Plans For la. a co 3res To Receive Lateral Pipe Diameter 4
For Pipe Size ` L Flow. Cover With Cover With b
\\3 Filter Fabric, 'abre, - - - - - - PROJECT NO.
m \ < L Mirafi 140N (or equal) Note: N 11002 afi 140N (or equal) 14" Diameter precast reinforced a
Filter Fabric ;er Fabric Class A Concrete Doughnut Steps at 16" on center 3 x lateral Pia Diameter with S 1J2 opening may be used T V COPYRIGHT NOTICE: THIS ARCHITECTURAL
NCDOT #57 Drainage L , DOT #57 Drainage Stone 48" Dia in "GRASSED" areas ONLY. AND ENGINEERING D DRAWING IS GIVEN IN
< ` < / /`per (Continuing Under Draii lntinuing Under Drain Inlets} ~ Z CONFIDENCE AND SHALL BE USED ONLY Precast Reinforced Concrete PURSUANT TO THE AGREEMENT WITH RATIO
PETAIL Storm rasa can u 48 Eccentric Cone manufactured by N,C. Products Corp. Rale h, NC., D ARCHITECTS, IC, NO OTHER USE,
uirements shah meet: NATION OR DUPLICATION MAY BE 5 v or aqual. Re Scale: Not to Scale PVC See Specifications ° ASTM g478 MADE WITHOUT PRIOR WRITTEN CONSENT
v Pipe outlet AASHTO M 199 OF RAT#0 ARCHITECTS, INC. ALL COMMON LAW RIGHTS OF COPYRIGHT AND RATIO OTHERWISE ARE HEREBY SPECIFICALLY
RESERVED.
Invert elevation. See Table Sheet L-607 Concrete wash to outlet SHEET TITLE
DETAIL 9 Sub-Drain or Storm Pipes 3
Scale; 6" Thick No, 57 Storm Drainage
Stone Setting Bed
Details
Notes:
1. Contractor is responsible for sizing storm drainage structures to proper) accept Grates, Frames and Pipes as specified,
2. Storm drain frames, grates and hood shall be stamped with "DRAINS T RIVER"
DETAIL 3 CY Storm Manhole SHEET NUMBER
Scale. Not to Scale (Pre-cast Reinforced Concrete) L-606
_`9

f
Owner
Wake Gounty public School System
5551 Rock Quarry Rnad
Raleigh, NC 27610
[phone]
Architect
I~,TiO ArGhitect5, inc.
135 F Martin Street, Suite 101
Raleigh, NC 27601-1371 [phone]
Landscape Architect
(McNeely Associates RA
6501 McNeely Drive
Raleigh, NC 27612
- ff Ve1oc PipeSize PipeSlope Inv E1evUp Inv ElavDn Grnd/RimUp Grate & Frame Detail # Line (g1 g) 782-9677
Line ToLi.ne L1neLength 1ncr.Area TotalArea rea TotalArea RunoffCoetf,IncrC x A TotalC x A InletTime T_meConc Rnfallnt Tota.lRune {ft} (fr.) {ft) Sht L-6U6 System A ~ C (min) (min) (in/hr) (cfs) (ftls} - (in) 391.39 v-9066 1 1 -
System n (1ft1 (ar,) lac) lacy { 1 - p,g0 5,DC S.S 7,C 5.39 ~ 9.hi 24 RCP 0.51 _ 388.23 388.00 - 66 1 2
i End 45 ~ 0.63 1 - 0.63 1.36 0.64 0,40 5.0 7.2 3.57 2.76 18 RCP D. 51 388.71 ~ 388.33 391.44 V 4C Structural ~ n Ineer 0.73 0.73 0,68 9.50 C.SD 5.00
2 1 75 ~ 0.'13 0 g Stem B LMC Structural Engineers
System 6 _ ~ ~4 RCP 0.50 388,18 388.00 ~ 399.30 v-9066 1, I 1015 Wade AVenue
i End 36 G'.32 16 L.32 16.09 0.81 0.26 9,63 5.00 11.1 5.6 .4.39 7.19 5 389.98 388.28 395.00 V-4066 1 2 Raleigh, N C 2765
2 1 170 C,50 1 0 72 0 36 0.99 5,00 6.4 6.7 6.32 2.21. 24 RCP 1.00 396.00 v-5620 2 3 919 832-5587 9,50 1.34 ( ) 0.58 5,00 5.6 7.D 4.03 2.'14 29 RCP 1.00 391.38 390.08 1 ~
3 2 130 C.21 C 0,21 0.84 0.38 0.08 5.5 7.0 3.49 9.'l6 18 RCP 0.99 392.78 392.98 397,20 V-40 5 4.39 0.63 0.78 4,27 0.50 5.90
9 3 3C C.39 C 5 4 1U8 0.12 C 7.1 1.66 5,2'7 15 RCP 3.'76 397.96 393.88 402.90 V-9066 1 0.12 0.29 0.76 O.D9 4.23 S,OG 5.2 6 {ilVli ~n Ineer
g 5 26 0.17 0 7.2 1.01 2.26 15 RCP 1.00 398.32 398.06 992,00 V-4066 1 0.17 0.17 0.83 9,19 0.19 5.00 5.0 7 5.7 98,90 5.30 48 RCP 0.50 389,02 388.28 397.00 V-5620 2 Bass Nixon & Kennedy, InC.
7 1 198 U,12 14 0,12 14.93 0.45 0.05 8,43 S.LC 10.7 8 r 5 8 48 57 6.53 4g RCP 0.50 389,68 389.12 396.50 V-5620 2 oad Suite 250
g 7 112 0.71 19 7 19.31 0.53 0,38 8.38 5.00 10.9 2 389.78 396.89 V-5624 2 9 6310 Chapel H111 R 0. 1 .Bb 0.18 8.OC S.OC 10.1 5.9 96.87 4.72 48 RCP 0,51 39 96.50 V-5620 2 IU Raleigh, NC 27607
9 8 83 C.21 13 i 0.21 13.60 0 - 7.96 5.00 9.8 5.9 99.20 9.18 48 RCP 0.50 390.'11 390.39 2 11 /g1g 851-4422 0.77 12.$8 4.56 0.93 1 )
10 9 82 0.77 12 11 16 86 0,23 12 0,5 y,0 42.09 9.89 92 RCP 0.50 391.24 390.81 398.50 V-5620 0,23 12.11 0.44 0.10 7.03 5.00 12
12 11 252 1.79 11 6,2 36.18 4.72 42 RCP 4.50 392.60 391.34 399.09 R-3295-3 1 1,79 11.07 0.82 1.47 6.17 5.00 8,6 13 8 7,75 9.83 30 RCP 0.50 396,81 399,50 902.50 V-5620 2
13 12 962 C.15 ] 0.15 1.58 0.51 0.08 1.14 5.OC 6.4 6• .q 1 OD 39"1.26 396.91 903.30 V-9666 1 14 PlumbinglMechanicall~lectricallGivil
19 13 35 0.69 7 1.93 0.81 0.56 1.07 5.00 6.2 6.8 7.28 3.78 30 R~- 397.36 403.00 V-4066 1 15 0.69 5.00 5,1 7.1 3.69 3.35 18 RCP 1.00 399.98 1 16 The Wooten ampany
15 14 212 0.21 { 0.2.1 4.'19 0,71 0.15 9.51 0 7,2 2.59 3.91 15 RCP 1.00 399.84 399.58 403.90 V-4066 17 120 North Ba Ian Avenue 0,53 0.53 0.68 0.36 0,36 5.00 5• 393.58 392.70 348.00 V-5620 2 y
16 15 2~i G.53 I 17 12 196 0,22 0.42 0.09 2.99 5.00 7.2 6.5 16.27 4,29 3U RCP 0.50 398.80 V-9066 1 18 Raleigh, NC 27603 0,2z 5.17
18 17 88 0.7"'1 1.35 5.00 6.7 6.7 9.03 3.52 29 RCP 0.50 394.22 393.7 1 i9 [phone] o. r7 2,20 0.65 4.54
1g 18 139 C.56 0 5.5 7.G 5.99 2.77 2q_ RCP 0,50 395,02 394.32 398.80 V-4 0.56 1.93 0.70 9.39 0,85 a•0 2U - 7.2 3.32 2.78 18 RCP i.01 395.70 395.12 398.50 V-5624 2
24 19 58 0,87 ~ 0,87 0.8'l 0.53 0.96 0.96 S.CO 5.0 21 7.2 7.64 5.97 18 RCP 1.02 395.43 395.25 900.15 6953 2
21 12 1B 2.53 2.53 2,53 0,42 1.06 1.06 5.00 5.U 22 ROOfIn Consultant 9 18 RCP 1,01 394,32 399.00 940,15 6953 2 2.'15 2.75 0.38 1.05 1.05 5.00 5.0 7,2 7.51 4,4 84,02 393,30 399.25 V-4066 1 23 nsultm En Ineer$
I 22 17 32 2.'15 7.D 2.59 3.65 1a RcP l.Da 3 Stafford Co g g 0,17 0,51 0.79 0.13 0.36 5.00 5.5 24
23 g 72 0.17 2q 23 67 0.18 7.2 1,02 3.41 15 RCP 1.00 396.37 395.70 901.90 V-9066 I 130 Edinburgh South Drive 0.19 0.18 0.79 0.19 0.19 5.04 5.C 25 O,6g 0,95 15 RCP 1.91 394.31 399.00 397.50 V-5fi20-8D 2 NC 27511
25 23 37 0.16 0.16 0.16 0.59 0,09 0.09 5,00 5.4 ~1.2 395.35 399,80 409.20 V-5620-80 2 26 ry~
E 26 11 85 0.12 0.11 0,76 5.00 7.1 6.6 5.90 5.39 lg RCP 1.00 V-5620-80 2 27 (919) 461-$125 0.12 0,81 0,93 5.00 6.8 6.6 9.31 5.10 18 RCP 1.00 397,30 396.95 9 4. 2 28
27 26 85 0.19 0.19 0.69 0,94 0.13 0.65 6.6 6.7 3.98 3.32 18 ACP 1.00 397,95 397.40 404.35 V-5620-80 29 0.07 0.55 0.93 O,C7 0.52 5.00
2& 27 55 0.07 6.8 3.08 3.67 15 RCP 1.01 398.60 398,05 994.20 v-5620-80 2 0.13 0.98 0.99 0.12 0.95 5.00 6,3 399.59 398.70 409.35 V-5620-80 2 30 Food SerV~ce
29 28 55 0.13 30 29 89 0.13 0.94 0.12 0.33 5,00 S.a 6.9 2,29 3,42 15 RCP 1.CC 909,35" V-56'10=80 2 31 ociates 0.13 0.35 ~ooDesign Ass
31' 30 53 0.i2 4.21 5.40 S.5 7.0 1.47 2'.54 15 RCP 0,99 400.17 399.69' -80 2 32 0.12 0':22 0:95 9.11 ' . 0 5.C 7.2 0.68 1.91 15 RCP 1.41 900.89 900,27 409.38 V-S 5$28 Oak Drive
. 32 31 57 C.1C 0.10 o,1D 9.95 0.19 D.1D ~ o s Stem c Charlotte, NC 28227 , v [phone] .l
1 1.
System C - 5.5 143.50 8.39 9g(2b}RCP 0.59 389.25 388.00 396.30 V-5520 2 0.72 29.63 0.52 0.37 19.97 5.00 17..6 ~ 2
1 End 250 C.72 ` .18 7 2 1 74 C - 5.6 67,21 9,50 59 RCP 0.50 389.72 389.35 391.00 V-5629 2 0.18 15.39 ~ 0.51 O.C9 9,40 5,00 11.9 3
i 2 326 o.cn ~ 5.8 60.86 9',78 59 RCP 0.50 391.95 389.82 397,50" V-3804' 3 TheaterConSUltant 9 O.UO 14.16 O,OD G.UO 8.51 ~ 0.00 10.2 _ 5.9 5x,39 5.69 48 RCP 0.50 392.2'Z "391.55 397.25 V-5629 x (2) 2
a 3 133 1.78 7 1.78 13.77 0.95 0.80 8.16 S,OU 9.8 5 Stagewor S 6.1 35.28 5.97 36 RCP 0.50 393.79 392,32 901.50 R-3295-2 I
I 5 a 2gq 1,19 1,19 9.13 0,72 D.86 5.04 5.00 9.1 - 6 1100 Capital Blvd 6.3 26,39 6.18 3U RCP 0.75 395.87 393.89 909.20 V-5620 2 0.33 7.92 0,53 0.17 3.79 5,00 II,3 7 Raleigh, NC 27603
6 5 271 C.33 6,4 19.71 5.15 34 RCP 1.00 397.35 395.97 410,00 V-9066 1 0.33 5.93 0.75 0.25 2.86 5.00 7.9 [phone]
7 6 138 0.33 8 7 23a o.26 6.6 17.13 4.91 30 RCP 1.00 399.53 397,45 413.65 v-9966 1 0.26 5.20 0.79 0.19 2.43 5.00 7.1 9
9 8 295 1.96 6.8 16.11 4.82 30 RCP 0.?0 401.65 399.93 408.00 V-5624 x {2( 2 1.96 4,99 0.35' 4,69 2,29 5.00 6.2 _ 10 6.9 11.1fi 3.94 30 RCP 1.95 903.21 901.'15 908 00 V-5629 2
1D 9 75 C.34 I 4.39 2.98 0.35 0.12 1,55 5.00 ~.9 11 7,1 10.32 4.14 30 RCP i.58 406.01 903.31 41.1.80 V-4065 1
11 1D 170 U.65 0,65 2.69 0.80 0,52 1.94 S.UU 5.2 12 7,2 6.58 5,99 24 RCP 1.UU 907.62 906,91 41i.$C V-9066 1
1G- 11 71 1.99 1.99 1.99 0.46 0.92 0.92 S,OG 5.0 13 7 7.0 2.74 9.59 15 RCP 1.00 399.31 39'1.94 903,45 V-9066 1 ??????Intu++++++ L,??gllur+4+++++ 0,26 0.52 0,71 0.18 9.39 S.OC 14 ~ CARP ~ C R~(
1, 5 137 0,26 • I 0.26 1~ 13 158 7.2 1.39 3.52 15 RCP 1.00 901.99 399,91 907.20 V-4066 1 ,A 1 / ~4 / - 0.26 0.26 0.79 0.21 0.21 5.00 5.0 P 1.00 905.55 909.49 408.80 V-5620 2 15 e ' 15 RC '•GAPE',~'. ~~i .`~4 ,••PNDS~'•. '9 ~~i
i 1,, 7 106 0,9D 0,90 4.95 D.ia 0.18 S.UG 5.0 7.2 1.32 3.68 90 6 399.`sU 903.40 V-b622 2 16 : ~ ,~p5 R~ti'• : : ~ R,p' 0,
s 16 6 96~ 0.66 i T 0.45 0.'75 :,.OU 5.9 7.0 5.4'Z 5,10 15 RCP 1.00 399. V-562D 2 17 ~ l~ :t° 0.66 1.16 0.68 .00 S.0 7.2 2.19 1.82 1S RCP 1.01 400.55 400.06 904,00 .o ~1 v',
~ 1'7 16 99 O.SO ~,,.r,F 0.61 0,31 0.31 5 2 399.00 V-5620 2 18 _ c.5o 392,3 :a C 39 299 O.SO 0.08 2.18 S.UC 5.7 7.0 16.27 2,80 36 RCP 0.50 393,'Z2 19 r S: ~
18 9 179 0.16 .7.6 2.66 0,97 9.02 393.32 399.00 V-9066 1 ~ w ~v. ~ ~ + O D 9,77 30 RCP 1.98 39 ` 5,6 7,0 15.73 - 2C •~~s~ Q: Y: 0.7+_ 2.50 U.IIB 0.62 2,11 5.00 3.32 18 RCP 1.00 395.59 399.37 399,00 V 9066 1 ?i '~7~ 00:• ~ i
19 18 35 0.71 2C 19 11"t 0.66 0.66 0.65 0,84 0.55 0.55 5.00 5.0 7.2 3.99 1.00 395.88 395.30 399,64 R-3295-2 1 21 i~ 4C`
21 19 58 1.13 0.93 S.OC 5.0 7.2 7.25 6.40 18 RCF ~ ~ z2 ',P + 1.13 1,13 0.82 0,93 6.9 1.02 1,99 15 RCP 2.00 399.28 393.70 405.80 V-5620-80 ~ A S S d ~
22 9 279 C.08 9.20 0.72 4.06 L.14 5.00 ~.9 L.08 903.20 902.90 906.80 V-5620-8D 2 23 +++++?Inln?????~ +p a ?uV
23 22 IID U.C2 0 99 0,01 0.01 5.40 5.0 7.2 0.07 1.57 15 RCP 1,00 806.10 V-5620-&0 2 29 ~ 0,02 G.C2 0.08 b.DO 5.C 7.2 0.59 2.82 15 RCP 1.00 902.84 4 2 25
29 `L2 99 U.1C O.1C 0.10 D.7S 0.08 .00 5.0 7,2 2.52 3. C9 15 RCP 6.06 397.10 394.00 903.91 6 5 26 0,39 0.39 0.90 0.35 0.35 5
25 3 51 9,39 26 2 99 D.36 7.1 5.69 4.14 18 RCF 1.00 393.71 392,72 397.20 V-8620 2 9.36 I.00 0,58 0.2I 0.79 S,DO 5.1 27
'l7 26 31 0.69 ~i 7.2 9.19 9,16 15 RCP 6.08 395.82 393.91 903,50 6953 2 0.69 9,69 0.91 0,58 0,58 `r.UO 5.0 28 ET 1 5.7 69.33 '1.36 42 RCP 1.OC 390.99 3II9,35 397.00 V-5620 2 B!D S
26 1 1.69 0,16 0,16 12.59 4.56 4.49 9.61 5.OG 17.. 29 6.3 22.96 7.97 24 RCP 1.16 395.39 393.19 903.00 V-5620 2
2g 28 19U 0.90 l 0.90 3.73 0.55 0.22 3.12 5.00 8,3 30 y,7 1,83 2.22 18 RCP 1.02 399.33 396.99 903.20 V-5620 2
30 29 229 C.23 0.23 0.44 0.56 0.13 0.25 S.OD 6,fi 31 fi.8 0.91 2.66 15 RCP 1.00 900.31 399,63 909.50 V-5624 2 04.0$,11 0,11 0.21 0,91 0.05 0.13 5.00 6.1 1 01 401.77 AG1.41 405.50 V-3800 3 32 SHEET ISSUE
31 3C 68 0,11 32 31 36 O.UO 0.10 0,00 0.00 0.08 9,00 5,9 6.9 0.58 2.89 15 RCP 402.72 496.80 V-5620-80 2 33 0.40
33 32 86 C.05 .80 0,04 0,08 5.00 5.4 1.0 0.58 2.88 la RCP 1.00 903. 34 0.45 0.10 0 7.2 0.29 2,36 15 RCP 1.00 404.55 903.93 406.84 V-5620-a0 2
34 33 62 6,05 0,05 4.05 O.a2 0.04 9.04 S.OC S•0 35 7.2 0.60 2.61 1S RCP 0.57 400.45 399.39 904.50 V-5620 2
35 29 186 0.19 0.1.9 0,19 0.99 0.08 O,DB 5.00 5.0 36 7.2 18.99 8.00 29 RCP 1.36 398.68 39'1,54 905.50 V-5620 2
36 29 89 2,70 2,70 'l."7U 9.95 2.b7 2. S'} 5.00 5.0 3'7 9 5.8 96.23 9.96 92 RCP O.SO 392.13 391.09 405.00 V-5620-BO 2 0,00 8.65 9.00 O.CO 6.90 S.CU 10. 38
37 28 207 C,OC 3g 37 121 U.C6 5,9 95.11 5.33 92 RCP 0.50 393.09 392.98 4U 6.00 V-5620-80 2 0.06 8.38 0,59 0,09 6.29 5.00 10.0 39
3g 38 1C5 0,1.3 5.9 95.85 5.55 42 RCP 0.51 393.72 393.19 906.00 V-8620-80 2 0,1.3 5.32 U.4U 0.05 6.21. 5.00 9.'7 40 6,0 99,98 7.0'Z 42 RCP 0.50 399.74 399.07 905.00 V-5620-8D 2
gC 39 133 O.Ca 0.08 8.19 0.38 O.U3 6.15 S.OU 9.9 91 6.1 28,53 9,17 36 RCP 0.51 395.58 395.09 996.80 V-5620-84 2
91 9C 97 O.G9 O.G9 5.69 0.37 0.01 3.99 5.00 9.0 42 6.1 28.93 9."19 36 RCP 0.51 396.18 395.93 996,80 V-9066 1
9'L 91 49 O.U3 i O.U3 5.60 0.59 U.OZ 3.9'L O.DO 8.8 43 6.2 28.93 9.80 36 RCP 0.99 396,90 396.18 906.80 R-3295-3 1 D.DS S.S7 0.62 0.03 3.91 S,CO 8.7 44
93 92 95 C.DS 49 93 102 0.19 6.3 28.20 9.98 36 RCP 0,50 39'1.'24 396."13 905.80 R-3295-3 1 0.19 5.52 0.92 0.13 3.8`I S.OU 8.3 95
95 44 227 1.65 6.7 2b.5-1 5.81 36 RCP O,SO 398.58 397.94 904.00 V-9066 1 1.65 5.03 0.69 1.19 3.51 5.00 6.6 96 6.9 10.82 3.67 24 RCP 0.75 399.79 398.'18 904.00 V-4066 I
q6 45 128 1."19 1.79 2.55 0.65 1,13 1,6'1 5.00 6.U 97 7.1 2,69 2.69 18 RCP 5.00 406.39 900.14 411,10 V-5620-80 2
47 96 125 C.96 0.96 0.81 9.61 0.28 0.54 5.00 ~.Z 48 7,2 3.30 3.66 15 RCP 1.00 4Q'].50 4U"1.04 411,10 V-5620-80 2
4$ q'1 50 C.3S U.3S 0.35 0."73 4.2fi 0.26 S.4D 5.0 49 7,D S.U6 4.'74 15 RCP 1.00 941,40 399.92 406.50 V-5620-80 2 0.04 0,83 U,"78 0.03 U.'YU 5.00 5.6 50
i gy 95 7.98 0.U4 50 99 36 C.C6 7,1 3.42 2.79 15 RCP 1,00 901.86 401.50 906.80 V-5620-8U 2 0.05 0.56 0.76 0,05 D.4a 5.00 5.3 51
51 50 38 0.25 7.2 1.55 1.81 15 RCP 1.07. 902.68 902.30 406.00 V-S620w60 2 0.25 0.25 0.86 0.22 0.22 5,00 i.0 ;i'L „ ~ 1.2 1.55 2.89 15 RCP 1.01 403.13 402.78 9CFi.5p V-5620-80 2
„ n oc n )'1 0.22 S.LL ~.0
U•ZJ x.5 0.89 U.13 0.13 5. U0 b.0 1.2 0.91 2.011 15 RCP 1.00 903.00 u~ lU 907.00 54
0.15 99 70 1.15 0 V-5620-BU 2 15 RCP 1.00 903.39 903 0.07 6•DU b.C 1.'2 0.51 2.'17 10 8 U.8f3 0.07 O. US 0.
±5 3`~ 4 49 29 0.08 y0 0.03 6.3 1.70 3 . 9'1 1S RCP 1.00 901.90 400.'!0 906.00 V-5620-80 2 0.03 0.35 0.42 0.01 0.24 S.OU 8.0 5fi
6S 44 y6 SS 66 0.Oh 6.9 1,61 '1.95 15 RCP 0.99 9U'2.Ofi 401..SU 906.60 V-.~G2U-80 2 6.OU 7 5'1 0 .0 S 0.32 0.69 0.03 G•22 6.5 0.86 2•lU 15 RCP 0.99 902.61 902.16' 9Ufi.UU v-56'10-eU 2
76 45 0.08 0.08 0.18 0.71 0.06 0.12 5.00 3 08 ~ 7 G.6 0.9~ 1.82 15 RCF 0.99 903.19 90'1.'11 90'6.90 V-648 x f2) 2 PCHECKEDBY 0.0
08 5"Y 43 0.09 9 0,10 066 0.06 0.06 59 B~[ c v 0.01 U.O1 036 0•00 60 fit (1.09 0,09 0.'18 U.C'1 0.01 V-66'L0 2
69 ~8 '14 0.01
39 1.09 {,0 S6 n nv 5.00 S.0 2 14.91 5.86 24 RCP 1.OU 398.65 39E'i.9G 403.00 n fit ,.,1„ 2.33 2.33
61 40 226 2.33 40 SEi 0.14 62 O I.'L 0.82 3.18 15 RCP 0.99 4(}1.96 4ii1.iU 9ii,.SU V r. (].14 0.19 0.131 0.11 0.11 6.00 2 63
63 31 9b 0,27 2 1.13 3.61 16 RCP 1.00 399.95 399. U0 409.00 V-5620 0 •2r 0 •2'r a.56 0.16 0.16 5.001 5.0 V-5620 2 69 APPROVED BY 2 4.2`L 7 29 RCP UU 392.90 391.00
64 140 1.03 1.03 1.03 O.~I 0.59 C.59 r.UC '.).o 3 9 6 . 3 0 sys~em c
2 1 KMD 'C 901.00 909.30 V -b&20
System D '1 4.26 t) RCP ;.03 402.80 2 3.1 %y 1.26 1.26 0.35 0 .3'I 0.94 5•00
1 End 36 1.26 b 7'
PROJECT NO.
*Chart: Based on 10 Year StOfM Evelit 11002 using East Jordan Iron Works Castings
k V Cast Jordan Iron Works
r? COPYRIGHT NOTICE: THIS ARCHITECTURAL R Neenah AND ENGINEERING DRAWING IS GIVEN IN
EVA' CONFIDENCE AND SHALL BE USED ONLY
I PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER USE,
DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT
OF RATIO ARCHITECTS, INC. ALL COMMON
I LAW RIGHTS OF COPYRIGHT AND RATIO OTHERWISE ARE HEREBY SPECIFICALLY RESERVED.
SHEET TITLE
I
Drainage Storm
Details
I
SHEET NUMBER
1
L-607

Compacted Sol] 95% of the Standard Proctor
Maximum Dry Density ASTM D698 Optimum
Moisture to +2% Above Optimum Moisture
Minimum 12" Overlap
Washed Stone —
(NCDOT #57 or #67)
01
15" PVC OR
.2411 RCP
Compacted Soil 95% of the Standard Proctor
Maximum Dry Density ASTM D698 Optimum
Moisture to +2% Above Optimum Moisture
Geotextile Filter Fabric
15" PVC OR
24" RCP
//6//
6" Flowab;e Fill
12" 12" Compressive Strength > 125 ps�
L
Maintenance:
1. Inspect temporary sediiment trap(s) at least weekly and after each significant (112 inch or greater) rainfall event and repair immediately. Upper (Upstream). 2/3 Length of Pipe
2. Remove sediment and restore the tran to its orininai dimensions when the sediment has am 1m, 111ted m nnp-h;tlf thp Anci n %nhrna Lower (Downstream) 1/3 Lenath of Pbe
I Pull skimmer to one side so that the sediment underneath it can be excavated. Excavate the sediment from the entire basin, not just around the skimmer or first cell.
4, Make sure ve tation growing in the bottom of the basin does not hold down the skimmer.
5. Repair the bawles if they are damaged, Re -anchor the baffies if water is flowing underneath them.
6. Check the skimmer to make sure it is not clogged. Remove any trash or debris from the skimmer and/or skimmer oriface.
7. Check skimmer arm and barrel pipe to ensure they are not clogged. Remove any trash or debris as necessary. DETAIL Pipe Cradle Detail
8. Check fabric lined spillway for damage and make any required repairs with fabric that spans the whole width of the spillway.
9. Check embankment, spillways and outlet for erosion damage and inspect the embankment for piping and settlement. Make all necessary repairs immediately, Scale: 1/2" 1'-0" 4
10. Remove ali trash and other debris from the skimmer and pool areas,
Box Dimensions and Top Openi rig to Match Neena R-4217 Basket Grate 11. In times of freezing weather, take precautions to keep the skimmer device from freezing,
Build Structure to Match other Drainage Structures on the Project 10'-0" Minimum
Top of Dam: 392.00
�er ency§RqLwa: 390.50 3
3
Rim Elev. of Outlet Structure: 389.00'
1 -4 r
NN)
pstream
Skimmer Drain Line from Skimmer M1 I M I Low Permeability Fill (USCS Classification CL, CH, ML, or MH)
Compacted Fill
Into 6" PVC Rigid Pipe
1\1>0111/00/1 �/0
Ln Nom. 30" x 57.5"
7�7'
'55�</�
Inv, In: 383.10'
N
Inv, Out: 383.00
77W X X
RCP Outlet Pipe (See Grading Plan for Size, Location and Length)
DFTATI
Scale� 1/2" = V-0"
Box Dimensions and Top Opening to Match Neena R-4217 Basket Grate
Build Structure to Match other Drainage Structures on the Project
3' Deep Minimum Bio -Retention Soil Mix as Specified
See Grading Plan for Extent
Non -Woven Geotextile Fabric as Specified
4" Sand Filter as Specified
Located under Bio -Retention Soil Mix
See Grading Plan for Extent
8" NCDOT #57 Stone
Located under Sand Filter
Emerge cy S 390.50
Rim Elev. of Outlet Structure: 389.00'
Bottom of Basin: 38&00'
.G
E
Nom. 30" x 57.5"
Skimmer Sediment Basin #1
Pipe Cradle
10'-0" Minimum
— — — — — — — — — — — — — — — — — — — ---
3
3
Ml I I
<
'�Upstream
Low Permeability Fill (USCS Classification CL, CH, ML, or MH)
�Compacted Fill
Z
1� X 1\1
181, 1
RCP Outlet Pipe (See Grading Plan for Size, Location and Length)
6" Sch 40 PVC Lateral Drain Pipe in 8" Deep Min. NCDOT #57 Stone with Filter Fabric Sleeve in Sand Filter Pipe Cradle f 4 'V
Pipe Sub -Drain installed at 0,5%. See Grading Plan for Location and Extent,
r%r7-rA T1 .PP--%, M! — r"% — JL JL r"% II.A la
Downstream
Compacted Fill
Geotextile Fabric
Mirafi 140N or Equivalent
4
L-608
GeotextHe Fabric
Mirafi 140N or Equivalent
Cradle
Downstream
Compacted Fill
Geotextile Fabric
Mirafi 140N or Equivalent
MOVE ap-W
Geotextile Fabric
Mirafl 140N or Equivalent
Cradle
Bio -Retention Soil Mix
as Specffied
Non -Woven Geotextile Fabric as Specified
Sand Filter
F�ras Specified
one
6" Sch 40 PVC Perforated Drain Pipe
'C'OT '1'�'Sas Specified
Compacted Earth
Cross Section
DO NOT CRUSH 611 PVC
DURING CONSTRUCTION
ROLESVILLE
HIGH SCHOOL
1001 EAST YOUNG ST.
ROLESVILLE, NC 27571
Owner
Wake County Public School System
5551 Rock Quarry Road
Raleigh, NC 27610
[phone]
Architect
RATIO Architects, Inc.
135 E Martin Street, Suite 101
Raleigh, NC 27601-1371
[phone]
Landscape Architect
McNeely Associates PA
5501 McNeely Drive
Raleigh, NC 27612
[phone]
Structural Engineer
LHC Structural Engineers
1015 Wade Avenue
Raleigh, NC 27605
[phone]
Civil Engineer
Bass, Nixon & Kennedy, Inc.
6310 Chapel Hill Road, Suite 250
Raleigh, NC 27607
[phone]
Plumbing/Mechanical/Electrical/CiviI
The Wooten Company
120 North Boylan Avenue
Raleigh, NC 27603
[phone]
Roofing Consultant
Stafford Consulting Engineers
130 Edinburgh South Drive
Cary, NC 27511
[phone]
Food Service
FooDesign Associates
5828 Oak Drive
Charlotte, NC 28227
[phone]
Theater Consultant
Stageworks
1100 Capital Blvd
Raleigh, NC. 27603
[phone]
�A CAR0411,10, %%%.oA CARoi
9�
4
W
C-39
C=: 299
Z Z-1 J" : '�7 Z Z 0 -.0
.0
-7
AsSoC_��"
BID SET
SHEETISSUE 04�08.11
1 1 1
_J I I

a
Owner
Wake County Public School System
5551 Rack Quarry Road
Raleigh, NC 27610
[phone]
Architecfi
IaAT10 Architects, Inc.
135 E Martin Street, Suite 101 Raleigh, NC 27601-1371
[phone]
t.andscape Architect
McNeely Associates PA
6501 McNeely Drive
Raleigh, NC 27612
[phone]
Structural En ineer
LFIC Structural Engineers Apply two,coats of la~OUt, mask antl hand
21/2" O,D. Line PosC aint playing lines 2 ).with La kold 1015 Wade Avenue 3 O.D, Corner Past
4'-0" 10' o c Max S cin extured wh€te ~ is hne yin or Raleigh, NC,27605 Stretcher Bar as Specified equa a co arm o specifications, a (91~) 832-5587
Self latchin two-way latch with provision Top flail -1.50' O.D, 21J2" O.D. Line Post Apply two coats of La kold Colorcoat
for dlockg adlock not in this Contract Pa (P ) 3/8"dia. truss buckle Centerline is measuring Concentrate MP or approve equa except
1j4" thick X 3/4" wide kension across diagonal ~ re s which shah receive Ime for layout a~ii h~raTf c a a 9 Gauge Core an a ditional third coat, Civil Engineer
bar each side of fabric 1,90° O.D, frame with welded mitre corners Black PVC•Coated 3„ , g„
Gate Width Varies 9~gauge Core; Black PVC Coated 13J4"Mesh Diamond Fabric Apply two coats of La koly d Acrylic Ba55, Nixon & Kennedy, InC. Finished Grade or approved resurfacer
L See plans for location a widths 2 mesh Diamond Fabric ~ Fence Fabric 6310 Chapel Hill Road, Suite 250 1,63 O.D. Brace Raii To of footin s Appl La kold Dee Patch asphalt Ralei h, NC 27607
V emu sion pa c mg Ana nal to fi€I g be aw asphal ~ Line Post birdbaths'ydepressianshclding more (919} 851-4422
N L.L. than 1J16" of water,
V ~i 3J8 Dag, Brace ~ ! ! ~ ~ 2" NCDOT T SF9.5A Rod&Turnbudde ~ ; o:: Yt~
Q ~ ~ N . ~ , ~ . : - ro'..:p".".o::.~Qo.:.~.b~:~. Asphalt surface Plumbin IMechanicallElectricalfCivil
~ Q , ~ ~ 6" NCDOT ABC Stone Base The Wooten Company
~ a ao ~ ~ "~o a ` ' 120 North Bo Ian Avenue ~ ~ y
o ~ o . ~ ~ ~ y~`~ Com acted Earth Ralei h NC 27603 ~~j ~i 9 t
~ ~ 3" O.D, Gate Post , E a ~ ~ ~ 1,63" O.D. Bottom Rails : ; See pecifications (919} 828-0531
~ ~ ~ ~ ~ ~ ~ Tapered Line Past , ~ ~ ,i Mire, fence Footing
. ~ f . ~ ~ 3000 PSI Conc, (typ.) ~ ~ Roofin Consultant
u u Factory Selvage wrth Compacted knuckled to & bottom J ~ J
p Subgrade ~ ~ Stafford Consulting Engineers o r avin ennis u 130 Edinbu h South Drive
3,0 dia, Pasts 18" 18" 18 Tapered Footing 8 Tapered Comp Post ~ Cary, NC 27511 Footing 3D00 PSI Conc. (typ,) Scale. Not to Scale
Notes: (919}461-8125
L Chain link fence is PVC Coated, See ec se~ion 02710, NOTES ~ 1. See Ian for location of atea,
2, Brace each gate leaf per manufacturer's reccammendation. p g 3quivalent Windscreen Fabric to be installed at
3, Install one and one half pair of hinges (3}for each leaf 4' or 6' height, 2. TENN-AIR, Model # DC61P (open fabric) or a proved equivalent Wing 4, Install two air of hinges (4}for each leaf 8' height. north and south end of each court per ma acturera specifications. specifications. Food Service _ ,
p „ Top of post footings shall be installed 2 rrvn. below finished grade and hell rode grid covered w~h ash halt surface and Colorcoat, Mall, iron Cap and Pulley FooDeSi ~ Associates 9 p Standard Internal 9
t Wind Cham ionship 7J32 Galv. Steel Cable 5828 C}ak Drive 9 Net Past Se "Courtmaster Ro ale" N Inn Net
ou e a e i ennis our our a~n ~n ence w woe a e5 Y Y Charlotte, NC 28227 See Specifications See Specifcations ~ ~ 704 545.6151
Held to 3 •D sleight ( )
Scale: Not to Scale Posh, Rails, Fabric and Fittings Scale: Not to Scale Posts, fails, Fabrics and Fittings ~ by adjustal~e canvas strap
Theater Consultant
Sta eworks g
1100 Capital Slvd Raleigh, NC 27603
(919} 839-2288
2 7J8
O.D. Post
Finished 1"Crown Grade 511 Tennis Court Surface 5~ 5 ecifications
P
~ ~ ii~ i~ n {{{{{IEU1141rrr {{{{Illlrlrprr . ~ ~ ~ 1J2 D~a, Gav ~ CARP rerr CARP r~~i,
_ 12 i~~. ~ ~ ~ Steel Staple (i ~ _ .
Tapered 12 Dia ~,.~05 qRp~., ~ ~ .••~P ~A,i..9 ; Conc, footing ; ~ r ,i° F•. "s
~ O O . ~ -1.
110'-0" CL to CL 210'•0" CL to CL c~E C-39 i~' 299 ~ M ~ " Tapered Typ, 3040 psi Compacted : ~ , w - ~:¢:sa•.~
Conc,Faoting Subgrade .,.n, a, y:• ~w
Eztentl Paving 10' Ht, perimeter chain link fence except Extend Paving 9" Be and at East side of court no.1 9 Beyond Extend Paving Where Concrete walks access ca Y , ~ 9" Be and Galy. Steel Socket ~o`?r' ~ off; ~ ,rete walks access courts saw cut Extend Paving , F a . s ,
Y asphalt to a smooth line and ins smooth line and install I`_p, 9 Beyond Mall. Iron Tapered g ~Q P Assay s ~ . ~ Sand Filler JDrrfr se?'~ '~h
6' hi h 40' wide wind screen, When concrete walks access courts saw Cut , , g asphalt to a smooth line and install ~/3, 6 hi h b 40 wide wind screen, 10 Ht perimeCer chain link fence except Place wind screen three feet shave g . Y rlun{{{ r n{ P.: ~ ~)1
Place wind screen three feet above at East side of court no,1 finished surface and one foot clear ~ f 18"
Pram tap rail of chain link fence. - - finished surface and one foot dear ~ Installed with Grommet per manufacturers ~ from tap rarl of chain Irnk fence, End Posts
recommendations, Place at both ends Installed with Grommet per manufacturers
of each court (north and south). ~ recommendations, Place at both ends 12' 36' 14' 36' ~ of each court (north and south), M enni5 a an os u5 en er nc or Q BID SET
Place and additional first coat ~ rt 12' 36' 14' 36' 14' 36' 36 14 35 ~ Scale: Not to Scale
of Colorcoat in, high trafflc area Plaoe and additional first gat
three feet behind servng line ~ _ , ~ ~ ~ ~ ~ p of Colorcoat m high traffC area three feet behind serving line < , Typical, o n T icaL SHEET ISSUE 04.08.11
Yp Q n; _a o r r ~
"Tan, Sand or say" surface color m ~ o „ O fD N ~ CS
Submit color sample to,ArchiteCt for Tan, Sand or Clay surface color W ~
review and approval prior to puchase Submit color sample to,Arehitect for and installation, review and approval prior to puchase
and installation. F+
4' [II 13~~1~ rt ~ Li ht Green or equal surface V = o Li ht Green or ual surface 4'•6" 13'-6" Self latching two•way latd~ with provision
co or T~+ , Submrt color same n_ ~ n ~ ~ _ ~ N ~ o for padlock, (Padlock not in this contract) N
Co Archi ed for review and approval ~ - ~ ~ ~ co ar Typ, Submrt color sample n ~ prior to purr~ase and installation, ro ~ post iD ~ g to Architect for review and approval ~ ~ n n ~ ~ n 1,50" dia, frame with welled mitre earners
T b' ~ prior to purchase and installation. Post ro YP r T c~ ro ~ n ~ n ~ ~ n SJ4" thick X 3J4" wide tension
m ~ m YP~ m m ~ - _ _ _ _ - - _ _ _ _ _ ~ ~ - bar each side of fabric
IYet M ~ N N ~ ~ 3' o Net o 3J8" dia, truss buckle across diagonal -
n ~ See ~ o Detail n n n n o n ~ ~ Angled
~ ~ ~ Detail Factory Selvage with knuckled top & bottom Ta Rail p
Double rail @ 40"
Fence Only 36" Doar Width
White painted lines 2"wide ~ Whke ainted lines 2"wide Rail • 1.5D' O.D.
as speci0ed, Typical, o p o n as spec~ied. Typical,
n ~
6" TVp. ° Angled
0 6° TVp~ ° 2- Fence rt E
Line pods 2.5" O.D. - 7-7 Lin posts 2.5" 0 D
C O -77 N
T 41' 14' 41' 7' 9 M O C> C> LO o CHECKED BY
T 41' 14' 36' 14' 36' 36 14 41 7 n BU I c v s
Comer posts & Gate posts t posts 3 O.D, See Detail 4\7 ' Corner pass & Gate po DEP A:~
3 O.D, See Detail 7'
a I oil >
Pavement between courts outside Extend Paving ~7 ~ E Extend Paving 9 Black Gau a C Care Coated m APPROVED BY Q
the fence to receive same color 9 Beyond Pavement between courts outside Gate locations See Plan coat as adjacent court. Typical. Gate can and d See Plan Detail 4 this sheet, the fence to receive same color for location and See Detail 4 this sheet, n Bottom 9 beyond 13/4" Diamond Fabric Rail 1,63n O.D. V (j)
for location a coat as adjacent court, Typical, KMD 10dla, Gate Posts Y
NOTE: All dimensions are to outside of lines except centerlines. PROJECT NO. centerlines. NOTE. Install two (tinges per gate as provided by manufacturer.
NOTES All dimensions are to outside of lines except centerlines. Submit shop drawings for approval prior to manufacture. 11002
DETAIL 7 Tennis our Layout
Tennis our La vi COPYRIGHT NOTICE; THIS ARCHITECTURAL our Layout DETAIL 40" High Tennis Chain Link a 3 I AND ENGINEERING DRAWING 5 GIVEN N
Scele: 1"=20' (D-1 Scale: 1"=20' CONFIDENCE AND SHALL BE USED ONLY
Scale: Not to Scale Posts, Rails, Fabric and Fittings PURSUANT TO THE AGREEMENT WITH RATIO Showing Angled Fence ARCHITECTS, INC. NO OTHER USE,
DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT
OF RATIO ARCHITECTS, INC. ALL COMMON
R AT I LAW RIGHTS OF COPYRIGHT AND O OTHERWISE ARE HEREBY SPECIFICALLY
RESERVED.
I SHEET TITLE
Athletic Details
'i
I l
i SHEET NUMBER
i
1
L-609
i

7
Owner
Wake County Public School System
5551 Rack Quarry Raad
Raleigh, NC 2761D
[phone]
Architect
RATIO Architects, Inc.
135 F Martin Street, Suite 101
Raleigh, NC 27601-1371
[phone]
Landscape Architect
McNeely Associates PA
Foul Pole Typ. - (2 Req'd) 4 Spun aluminum ball 5501 McNeely Drive
Install Outside Fence c•61a Raleigh, NC 27ti12
8' Hi h PVC-Cnated 6 SoftbaJ! Fencing He~hts {919)782-9677
Fence Typ. ~-610 20' -Backstop (Ending at Dugouts} xx, -,--r-•~- ,xx Cone tapered Flagpole 4"Thick Concrete Slab, See detail 7 sheet L-601.
xx / / / / / / / xk 10' -Field Side of Dugouts asspecified {to be poured after benches and €ence posts are set)
/ / / / / / / / ! / / / / / / / / / 7~ 8' • OutFeld Fence, Double Gate and ~,~-////////////////r/////r//~- Backside of Dugout 2.15' Aluminum Ber~hes, Ka Park-Rec Cor . Structural Engineer
Notes; model#152SGL4orapprave equa, LHC Structural Engineers
1. All fencetnbePVCcaatetlChainlink, ~,-F///////1////1////////////////////, ~ 18"Steel Ground Protector B' Ht, Chain Link Fence 12" Min, 4' Wide Minumum 1015 Wade Avenue Baclaide of dugout Opening Typ,
/////////!////////////r///////////~ 2. All fencing fabric to beinstailedanfield M See detail 6 this sheet 12 Raleigh, NC 27605
side of posts, Spun Aluminum Collar [phone]
++/1/ /////////////1////!/////////////// Caulking 2'-0"Min, . , : ~ : ~ ~ 8'-0"Softball
f//// //////////////////!////////////1/ 3000 psi Concrete Pedestal ~ . ~ , . y-6° ~ 3' ~ ~ , !0'-0"Baseball Civi! En in$$r
//f//////////J///////////////////x Skinned Area 2" 2~~ Finish Grade ~ v ~ .
~ ThelandscaeContractorshail rovideandinstall k///////////~' //r///////////////////////// p p ~ Bass, Nixon & Kennedy, Inc. .L~
~F the skinned area soil at a minimu depth of 4 meeting r//////////// a"5andyClay Loam"mixture asdefnedbytheUSDA - - i 631D Cha el Hiil Road Suite 250 . 40 0 Softball P Loose Sand fll 50'•0" Baseball Ralei h, NC 27607
'~O /////////////////////r///// T i 'n 'n 2 0 ~ ~ 8 diameter X 14 gauge Outer {919) 851-4422
//r//////////// and estmgastlefnedmspecficatia sectia 0900 s ~ Steel Tubing _ Field of Pla 10 Ht. Chain link Fence
r///////////////////////// 15DaubleGate ~ ~ . ~ 4' wide Gate with y ~ 4 Base diameter varies with height Transom ical Field side of dugout
////!/////////1//// !//1////////////////// ~ ~ Compacts~~ 6 Reinforced Concrete ~ Earth c ~ ,tYP Plan dew See detail 6 the sheet a Compacts ~ . Steel Blocking See detail 4 sheet L-61fl. PlumbinglMechanicallElectricallCivil
/////l//!f////!/// \ Earth , o Wed navel to 12" X 9" X 9" Sigel Plate 1 The Wooten Company
x////////f//////1//////// x ~ ~ 1J2" X 6" X 6" Steel Plate 120 North Boylan Avenue
/ / / / /OutFeld Sadded with Bermuda Grass / / / / / / / / 4' Opening Typical . ica u ou a ou Raleigh, NC 27603
1'-3" 3 4" Dia X 18" Steel Dowel Scale: Not to Scale [phone] 1
fi0 Typ. 28.4 10' Hi hPVC-Coated
x//////////!////?///////// 1-~lo Fence Typ, x//////////////////////// 6Q, °x ` Nom, 2" x 10" dear Annodized Aluminum Plank `
Roofin Consultant 4"thick concrete slab to be
1 Du out L-610 pnured after bench footings Stafford Consulting Engineers
'///////////kQ/l~l PV,E;CRatECI'/ 6 x one' a ere a o e 130 Edinburgh South Drive
x///////////~e(ie~~°y~i///// L-6i0 ~ 6 Gate with Transom Scale: Not to Scale 2 3J8" Q.D. Galt', 1"wash ;r, Cary, NC 27511 Scale Tubing Frame Typ. ~ [phone]
1.610 BothSidesT ical
Yp J /Hy-~ 4 a~ ~ v ~
j / / / / / / / / / / / / /I / / ! / / / I / V~ a ~ 13 / / / / / / / ! / 194.75 Foul Line / / / / / s&6 4 Cnncrete „ 1.6.3" dia. to rail in line _ Pood Service
x-601 Gate with Knuckled Factory Selvage p ~ o top and bottom of fabric. post cap N FOODesi n Associates
Transom n 212 O.D,I n . g 21J2 O.D. Line Post All posts, rails, and fittings 5828 Oak Drive
~ / ! / / / / / / / / / / / ` ° s Backsto 9 Gau a Core 4'•Q" 10` o c Max 5 acin o~x a.>.. 9 3x S acin ~ to be PVC•caated steel I ~ Charlotte NC 28227 Fabric on Fidel Side 1 , Compacted
16 / / / / / / 4 ~ ~ ~-61o Black PVC-Coated xx xx ° ~ a , 2" Mesh lop Rail • 1.50' O.D. Sub rode 704 545-6151 12 Mm. g ( )
° xx 3 Dim F n .50 O.n. 9•gauge Care Black See Manufacturer's 3,000 psi Concrete
° ~ 20 TaII Fenong a and ab c ° ,o PVC•coated " ~ ~ ~ Specifications Footing ~ 3A dia, iin~ posts @ 10 on
steel nominal 2 X 2 aenter 3,0 dia. terminal is at Front Side Theater Consultant
6' 40' 4T Future 5corer's Table by others (Not In Contract) = chainlinkfenoefabnc~ ' ~ aarners and ends Stageworks attach with 9 gauge wire Midrail and 1.63" dia. ~
6'-6" 61'-6" 46' 93' Future bleachers by others (Nat In Contract) clips to posts at 24" on B ttom it ~ ou ene a oncre a 11D0 Capital Blvd
x U center minimum o ~ • Ralei h NC 27603 ' o To of footm 4 mm, ~ g
.L1 0 7gaugealuminum beowFinish rode Scale: Not to kale SeeSpecifcations02800 [phone] ten5lan Wire
LL ~ u O Q Fabric 1J2"above finish Grade
d ~ grade max. 1,5"Wash
o a ie Below Finish Grade 6~ ~ ~
33 3 0 Scale: f =4Q . ' b` o o CA rrrh rrrri p ~ ~~e~ Rp~ ~.,r~ CARP(
i Pty ~~t, e• pR ~y ~ b. o~ ~y;
Foul Pole Ty . - (2 Re 'd a Q ~ 3" 0 D, Gate Post _ •.~gGAPE ARC. '9 ~i~ ~ .•~y.N~S~+~•. 9 S Gate Post ~ ° : a y%• A- o F
ii :3' r. ~ ~ ~ 1 SJ8 OD cross members ~ ; Q ~ ; ; ~ y';
Skinned area Instail Outside Fence L-61o ~ ~ ~ ~ ~ ~ apered line Post 10 Warning Track ~ ~ ~ ~ ~ 3000 PSI Conc. (typ,} ;red line Post ' ~ ~ ~ ~ • ~ ; ~ ° C-39 : 299 ~ PSI Conc. {typ,) ~ ~ v ~ 3000 psi Concrete Adj. Unit ; ~ : ~ ~ ; ~ ~ : x.
u u Campaeted Plan Q . paeted ~ ~ ~ a 6.0 • y ~ a . y•
~ ~ xx ~ xX xx ~ II II 5ubgrade trade ~ _ ~ o VP~ .~F~, a ~ s , ~ ~ „ ,;~X , ~ Coin acted Earth ~~i ~
XK kk 18" ~ A ~ ? ° ° ° TrussRatl ''q ASSn~~~~~`~ <<`~
8' Hi hPVC-Coated 6 %x l , , kk 18 16 / , / / / / / / ~ / I / / , / / , ~ i,fi3" O.D. Bottam Rails Fence Typ, ~-6io x~ 9 ~ rrrfr+ ~~~~0 yrrr ottomRails 12 D~a, ~ ~ . unlit r ,pt
Min, ~s 12'wide; 4 Thick _ ~ p s' y 62.5° 125° typ, Concrete ~ ~ Adj. Unit 18 @Gates & Garners ~ '0~~ tYP• „
~ ///r ~ MalntenanceStnp 2 DD ° set at Finish Grade
x 10'-0" TVP. 10'-0"TVP, 10'-0,~ TYP~
,1 ELEVATION SECTION Overhang Assembly
//r/ 15Is" an BID SET f ~ ~ Dn
/1// x an i oa a ain ~n ence 2" OD T ,
+ 11 I/l/ I//l 1 //l I /ll Il// Il// l/l/ Il// //l/ I/ll 8'HihFenceT , / I 9 Yp Scale: Not to Scale Scale PVC-Coated Posts, Rails, fabric and Fittings _ 9- auge core Black, SHEET ISSUE 04,08.11
P -coated 2 ension Band
+ / 1// /1/ x + x Diamond Fabric YP~
/ J// / /1/ ///1,///,///,/ r~ 15J8" On Vne Post Tension Bar Overhang (w 114'-1')
+ //ll /1/ ~~dl /!l/ /1//,/l/,/l/,/l/ //ll,lll /1/l /l + / f// //1 % T trot 4 OD typical Typ, YP At Baseball Field Only
/ //1 1// //1 /ll /1 //l /l/ /l/ //l /f/ /l End Post
/Il //l ,l/ /I/ /I/ /Il ,ll , / / Skinned Area fi~ 1 / / / / / / / / / 1 ~ / / / / / / 1 / / / / / / / / / / / / / / / / / / / / / / ~ The Landsca e Contractor shall rovide and instail 4" OD typical End Post 4 OD typical
/ / / / / / / / / / ~ / / / / / / / ! / / / / / / / / / / / / / / / 1 / / / / / / x p p n / / / , / / / , / / / , / / / / / / / / / , / / / , 1 / / , / / / , / / / , / / / , / / / , ! / / , / / / , / x the skinned area soil at a minimum depth of 4 meetsng Finish Grade in
, / ,1/ aSandyClayloammixtureastlefnedbytheUSDA
k /////,///,//////////////l,///,///, andTestmgasdet:nedinspecificationse~ron02900. k / //f //l //l / i i , i i i i i o f iii iii iii ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ Compact
,l/ ,ll /ll /f/ , l /ll /ll /ll //l /1/ /l/ ,l/ x ,l///I/l/I///Ill/I//,/ /,/l~,//~,////l//,ll/,////Il/,/l/,/l/ x 20'x$0'Bullpen E ~ ~ ~ ~ ~ M E ~ Subgrade ~ I'~ ~ L J L J L J L J L J L~J L~'J L~'J
1 //l //l //l / / //l //l //l 16" Min,
1//l !l/l ///l /ll/ /l l 1 /ll /l// /ll/ //l/ //ll //l/ /l// 1 /l 1// //1 / Fabric 1J2" Max. 48" Weep Typ, 12" on center ties @ bottom rail,
X 6 15'DoubleGate / 1// 1// / Above Finished Grade Typical NOTE=~ At Softball Backstop .Use B-ga a Black Pvc coated
- x /l ///l ///l l/// //l/ l //1/ ///l ~,l/ /lll /,/l ~ ~-61a Both SidesTypigl x //l //1 ~/l //l 1/ //1 //l //l //J //l / / //1 0 2 piamand Fabric,, first 10' heigh by 3d wide, behind home plate
/ //r / / /1,/ x
ac s o wi russe ver an a ase a
x / ~ fi"Reinforced Concrete ///,1//,//~,~///,,//1,///,///,1//,// ,
I r// r// r/ r/ l r/ l r l/ r/ r/ l . ~ / r// r ~ 6 a 1 Srnla~ Nnh fn CrnIA
Bermuda Sod
X / ! I ! ! ! / ! ! ! / / ! ! ! l ! I / / I ! ! I ! / / ! I ! ! ! l 10' x 20' Coaches Box by others (Not In Contract) Ict)
!1/ /1/ / / ! Foul Pole with yellow posts
!/I !/I //f f/l ! 90Typ, 43 I x 5a6 4" Concrete
x L-641 x 12 Directional streamer Netting, yellow 2" square mesh Feld Side CHECKED BY
! Bermuda Sprigging X
! 9S, X 4'OpeningTypical eBu c s
M1 / 1/ 1 / !rr l / / /rr / 1/ !rr ,6 81 Hinh Fence T DEP
! 111 I/l Il! ll/ l !!!Il! !ll 6 10, High PVC-Coated APPROVED BY O
x l/ f// l ! l L610 Fence Typ.
KMD v 24'• ~
//!l Ill! I/l! I/!/ Il// I/!! /f!/ l! I l /l! l Dugout f!l f/ /l l! l/!l /l!l 11/! f/! /l!/ ! 111 /l 11 ! r/ /l /1 L610 60;7L
0 b y Cfl f V
303.34' Foul Line 13'P ! ! ! ! 6 7 N PROJECT NO. 41
/I !!I !!I / !!I L ! Gate with Transom 11002 ~4 dla,
! ! ! ! / ! ! / / ! ! a L•610 Both Sides Typical N
hx l ! ! ! ! ! ! ! / ! ! ! / ! ! ! ! ! ! ! ! ! I ! ! / ! l ! / ! l ! ! ! I COPYRIGHT NOTICE, THIS ARCHITECTURAL
~k Tdia On Deck Circle k~ k / OutfieltlSadded f//! i4 0 1 AND ENGINEERING DRAWING IS GIVEN IN Set top of footing 4" min, A' CONFIDENCE AND SHALL BE USED ONLY
xx ! ! ! ! / ! ! ! ! ! ! ! / / ! ! ! ! ! / with Bermuda Grass ! ! ! / / ! ! ! ! I ! 6' Hood 45 to 20 vertical below finish Grade .,,I V PURSUANT TO THE AGREEMENT WITH RATIO Finish Grade ARCHITECTS, INC. NO OTHER USE,
kx ! " 10' Skinned Area ! / p xk ! ! ! ! ! ! ! ! / ! / / l 3 Backsto with trussed overhang DISSEMINATION INATION OR DUPLICATION MAY BE
12038 xx \ . L•610 Bae MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO ARCHITECTS, INC. ALL COMMON
xx - xx v - G e RATIO LAW OTHERWISE OF COPYRIGHT AND Place Sleeve and bolt
D c e_ n e d d xx a e ~ - m 20 Tall Fenang 20' F2h l Fencing Heights -6 NCDOT #57 Stone SE ARE HEREBY SPECIFICALLY Hood; Backstop (Ending at Dugouts) per manufacturerer's RESERVED.
101, recommendations ~24 Dla.foating in 3,000 psi Concrete . Side of Dugouts
8' - ld Fence; Double Gate; Backside of Du outs SHEET TITLE g
50' 52' Future Scorer's Table by others (Not In Contract) Nob ct) Provide 2• Foul Poles per field, Per Specifications Section 02800
3' 11" 194'•11 15' 36` 93' 1' I e to be PVC coated Chain link. `
2.~ e ~c a a s ing fabric to be Installed on field of pasts, DETAIL ou Pole
Future bleachers by others (Not In Contract)
Scale; Not to Scale at Baseball and Softball Field
DETAIL Baseball Field install outside 8' fence per published manufacturer's recommendations
Scale: 1"=40` SHEET NUMBER
L-61 0

a
Owner
Wake County Public School System
5551 Rack Quarry Road
Raleigh, NC 27610
(919) 850-16Oa
Architect
RATIO Architects, Inc,
135 E Martin Street, Suite 101
Raleigh, NC 27601-1371 [phone]
Landscape Architect
McNeely Associates PA
5501 McNeely Drive
Raleigh, NC 21612
[phone]
Structural En inesr
LHG Structural Engineers
1015 Wade Avenue
Raleigh, NC 27605
START 3000 M START; 1500 M - BREAK LINE [phone] CURVED START
CURVED 5TART (RULE; 5 ~ 3 - 7) (RULE: S • 3.7)
Givii Engines
d xa ~ Bass Nixon & Kennel Inc.
X~ h x~ ¢ ~ ye
x~ ~ a a ! x~ 6310 Chapel Hill Road, Suite 250
a ~ x/ Q ~ a Raleigh, NC 27607 ~ [phone]
a x ~ x ¢ x, Q M ~ Q k ~
~ ~ ~ n a xt x ~
~ ~ .-r Q x t ~ Plumbin IMechanicallEiectricallCivii ¢ ~ t g
l Q ~ ® The Wooten Com an p y
~ d Q START 200 M START: 300 M HURDLES ~ 120 North Boylan Avenue
(ONE TURN ADVANTAGE) {ONE TURN ADVANTAGE} ® Raleigh, NC 27603
b [phone]
~6 0 FIRST EXCHANGE • 4 x 100 M RELAY ~ a
~ "A" SECOND EXCHANGE • 4 ~ 1D0 M RELAY "D" FIRST EXCHANGE • 4 x 200 M RELAY Roofin Consultant
b "A" THIRD EXCHANGE - 4 x 200 M RELAY
0 Stafford Consulting Engineers
130 Edinburgh South Drive Cary, NC 27511
a P.C.#3 P.C.#2 [phone]
8,19 M
( 28,82' ) a Food Service

0 FooDesi n Associates g
Q NOTES 5828 Oak Drive
1, Track to meet National Federation of State High School Associatic fool Associations and U.S. Tennis Court and Track Buidera Association standards. Charlotte, NC 28227
2. Contractor to provide shop drawer of All track markings to 0 markings to Owner and Landscape Architect for resew and approval prior to installation. [phone]
~ Sho drawl s shah include aII colors, font ty es and locations of P ng p nd locations of marki s (gee Tabfe this Suet for Re aired Events to be Marked) u~~'e n9 q X05 A
~ 3. Ali track markings shall meet National Federation of ,State H' h Sc of State H' h School Assaciattons and U.S. Tennis Court and Track Builders Association standards ~3~ ~
1 4. All track lane fines to be 2° wide wh~e aimed Ices. P s. 3ti'~~Z Theater Consultant ~0
5. SLOPE REQI~REMENTS~ ~ Stageworks
O LATERAL - 2 : 10D (RECOMMENbEb TD THE INSIDE} RUNNING bIRECTION • 1 , 1000 bane#1 1100 Ca ital Blvd 3~to P
31.6 Raleigh, NC 27603 [phone]
I
0' }r
I CenLe~l~ile of El~ld j~, 31,83 M to Measure Line 3 ~ pN~rrurrorrr rUgmrrrr~
I ~
~ ' SAP E ~q'' 'Y9 ~ " ~ N ~ 5 ~ . ~9 o~i
a 4 ~ ~ ~ . .W
3 Q' is .s Q :
HUR HURDLE SETTINGS ,e~ ~ ~ ~ • ' P~ ti
4 ~~yi ASSO
# OF HURDLE 5. )LE BETWEEN LAST HURDLE ''rrrenau" 'n+urnr+~~
EVENT HURDLES HECGHT FIRS (INCHES) iHT STARTTO H RDLES TO FINISH 1ES) FIRST HURDLE U
BOYS 110 M 10 39 13.716 19 13.716 M 4S Ff. 9,144 M 30 FT. 13.988 M 45,88 4 B ~ ( f ( )
COMPETITION 300 M 8 36 4S M (I 16 45 M (147.62 FI, 3S M (114,83 FT. 10 M (32.81 FT.) 3 BID SET
4 13 M (42.67 FT.) 8.5 M (27.90 FT. 10.5 M (34.46 FT.)
~ GIRLS 100 M 10 3D 13 M i0 4S M (147.62 FT,) 35 M (114,83 Ff. 10 M (32.81 FT.)
COMPETITION 300 M 8 30 45 M (i START: ALL EVENTS ~ 1 PC#1 SHEET ISSUE 04.08,11 (EXCEPT; 100M, iIOM,
RG#4 200M, 300M,1SOOM, 3000M}
1- ONE TURN ADVANTAGE 2 -TWO TURN ADVANTAGE ~ ~ B
3 • THREE TURN ADVANTAGE 13.ADM "A" FIRST EX(~1ANGE - 4 x 400 M RELAY ~
4 • FOURTURN ADVANTAGE "B" SECOND EXCHANGE • 4 x 200 M RELAY
} THIRD EXCHANGE - 4 x 100 M RELAY A • ONE TURN EXCHANGE ZONE 3/8"/2"/8" Athletic Pavin 1~ ~ 10~j 8 -TWO TURN EXCHANGE ZONE ~-6ai "C" COMMON EXCHANGE FOR THE 4 x 400 M RELAY 1446M 9 q ~ ~
C • COMMON EXCHANGE ZONE R D LANE TWD 3y~ 9 ~ SCHOOL NAME SP EA ACROSS 6,1~M 3 9
~ D • THREE TURN EXCHANGE ZONE LETTERS ARE NOT TO CONFLICT WITH ANY LANE MARKINGS 335 ~
1Dh1 X • ACCELERATION ZONE lOM 1oM 3.35 3,3~ ~ ~ ~ SPACE LETTERS UNIFORMLY AS NECCESSARY lOM y
~ 9 n y ~
x n D w (-7 w+ _
-`t~~ N ROLESVtII ROLESVILLE HIGH SCHOOL x~ n n ~ ~ f,
n x a w ~O7 n ~ ib
A n x ~ N 3 n v, v v
n v,
T V n ~
Cb ~ ~ OMAPA
10M 30 M
START; I10 M 10M START; 100 M
( ) 328,8' (3ETWEEI1 RADIUS PAS)
30 M IN "I KKR' (3E 98,42 COMMON FINISH FOR ALL EVENTS 98.42' CHECKED BY Bu
v c
e s DEP -l
r'rA ~n CO T RAC TOR T 0 MARK THE FOLLOWING EVENTS ON T iE TRACK
DC I H1L 4U 4U Meter tllenl MafKln S La ou, AND LABEL WITH 1 HELVETICA TYPE FONT WHITE IN COLOR J
Scale; 1"=20' APPROVED BY Q
100-METER: Straight Start C) co
200-METER: Straight Start KMD
400-METER: Curved Start
b 800-METER: Curved Start
PROJECT NO. 1600-METER: Curved Start 11002
3200-METER: Waterfall Start
4 x 100 METER RELAY: Staggered Start plus exchange zone
Opmd COPYRIGHT NOTICE: THIS ARCHITECTURAL 4 x 200 METER RELAY: Staggered Start plus exchange zone
104.44 FT. TO MEASURE LINE rAd A' 1 AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY RUNNING DIRECTION 1600-METER RELAY: Staggered Start plus exchange zone PURSUANT TO THE AGREEMENT WITH RATIO
103.77 FT. TO LANE LINE - ' ~ 3200-METER RELAY Waterfall Start plus exchange zone 4 ARCHITECTS, INC. NO OTHER USE,
103.11 FT. TO EDGE OF SURFACE - - DISSEMINATION OR DUPLICATION MAY BE 100-METER HURDLES (Women): Straight Start MADE WITHOUT PRIOR WRITTEN CONSENT
102,93 FT, TO EDGE OF BASE
110-METER HURDLES (Men) Straight Start on apron OF RATIO ARCHITECTS, INC. ALL COMMON LAW RIGHTS OF COPYRIGHT AND V V v RAT I
300-METER INTERMEDIATE HURDLES (Women + Men): One-Curve staggered start OTHERWISE ARE HEREBY SPECIFICALLY RESERVED,
U U U U U c~1 U U U Q START o CD FINISH p SHEET TITLE
o ~ o - - CONTRACTOR TO MARK THE FOLLOWING FIELD EVENTS
S CM V _VA-
1,067 M 1.067 M 1.067 M ~_-11.067 r-10 CM LABEL WITH 1' HELVETIGA TYPE FONT WHf'I E IN COLOR M 1.061 M 1.057 M 1067 M M 1.061 M 1.057 M 2" Track and Field
HIGH JUMP: Rubberized Apron
LONG JUMP: Rubberized runway with sandpit Details
TRIPLE JUMP- Asphalt runway with sandpit
DETAIL n arc Enlarged an o rae a ou SHOT PUT Concrete putting circle DISCUS Connote throwing circle plus cage
Scale: 1"=20' SHEET NUMBER L-61 1

Qwner
1Nake County Public School System
5551 Rock Quarry Road
Raleigh, NC 27610 [phone]
Architect
RATIO Architects, Inc.
135 E Martin Street, Suite 101
Raleigh, NC 27601-1371
[phone]
Landsca a Architect
McNeel Associates PA Y
5501 McNeely Drive
Raleigh, NC 27612
(919}782-9677
S#ructural ~n ineer
LHC Structural Engineers 1015 Wade Avenue
Raieigh, NC 27605
NOTES t. Chain link fence induding fabric and all connectors boated at Subsurface Draina a Filter Fabric [phone] 9 18" Course Concrete Sand 15' wide roll of LINQ GTF 130 or equivalent,
top of concrete retaining wad shall receive hot dip galvanized finish. Remo NC52 or equivalent equal attached to 2x12 boards wJ1J2" gahranized staples, Removable Discus Cage Civil En ineer
See Section 02710 of specfications for size and uan~#y requu~ements. Per 2. All v~ible surfaces to be an archkedural expos concrete Sp Per Specifications Section D2800
finish free of voids and imperfectbns• 4" thick 4,000 psi Concrete with Fine 6 NCDOT #57 Stone 4 BASS, Nixon & Kennedy, inC. 4 Thick Concrete Apron
Broom Finish and 1~4" R Tooled Edge 6310 Chapel Hill Road, Suite 250
L25" O.D, Min, Top Rail ~ ~ ~:F: • Raleigh, NG 27607
Prt _ . ~ . ' 919 851-4422 ~ ) Projecting Lines Typical Recycled Plastic Lumber
, • , , „ 2"x12" Board
i PVC•Coated Chain-link Fencing (Blaci~) i
I / 9~ s ~ / , ~ ~ ; ~ ~ Recyded Plastic lumber PlumbmglMecharncallElectrrcallCivrl ~ . . ~ 2"x12"x48" Stakes attached w o-, ~ ~ , ~ J The Wooten Company
I O R 5'•0" ~ ` , , 2,5 bong gahr, decking screws 12
I 1,6fi" O.D. Min. Line Past & T~minal Post / i ~ •us Section A-A 0 North Bo Ian Avenue Wpb ~ Scale; 1J4 =1-0 Raieigh, NC 27603
I ~ 6&6 4 Thick Canaete 919 828-0531
I ° ° ( )
I i / 1 38' L-6a~
d ~ I ~ . / ~ 4 30 Max. 4 Long Jump Scratch • a line SeeT'abie A ~ Roafin Consultant i -
I 1.5" O.D. Min, Bottom Rail cJ ~ ~ . ~ ~ 147.6 to Long Stafford Consulting Engineers
I ~ ° ° °4 14'o max. i a- El , ~ . ~ ro ° i ~ U~ < << ; ~ . ~ ]umpScratch line ~ 130 Etlinbu h South Drive z ~
I . Grout rail into sleeve w/ Rower Rock epoxy sealant p , ° ° a I or equivalent. Taper to shed water ° - ° © Inclination I ° ~ ~ L ~ . Ca , NC 27511 - ~ - _ I ; ; ; r:' ; ~ i~lo Max Inclination ry
I ~ o o a ~ [phone]
I 1;2 , R2ep~Eodrs~C4~creta 5an~° ~ Field Sector Lin I ~ ~ ` es by Others ~ o ••NCS~..OK~gwivale~t~ ~,_a
4" nrt I ~ ° r f-- Co ceeWak D . , f C 1 ~ L~ v .
18° long sleeve to accept , 4"Aggregate Base ° ~ - ~ ~ ° guardrail pasts @ max, 6' o,c, ~ ° ~ I r~ . :.6c:: Eood Service ° I ~ ~M I
< 'I a e •da. ' 8 wide, white EooDesign Associates \ ~ ~ ~ ~ ~ , ~ painted swatch line - 5828 Oak Drive
~ ` f :<<~ ~ FUG, tYpica!
° , ~ ~ ~ . ~ Charlotte, NC 28227 \ a
, ~ Rec cled Plastic Lumber (704} 545-6151 \ / y
- O L \ ~ 2"x12" Board Take-off Board, Table A; Scratch Line Measurements 12 Athletic Pavia
\ y R cled Plastic Lumber Per Specifications Section 02800 L-661 \ J Event Bo s Girls Theater Consultant
~ ~ ~ 2"Wide F 2x12 x48 Stakes attached wJ Lon Jum ' 2"Wide Painted Lines Typical \ 7 2.5"long gale, decking screws g p 12 B Sta eworks
L ~ g Tri le Jum Scratch Tri le Jum 32 24 1100 Ca ifai Blvd
. Sand Backfill p p NOTE: Di # p 4 _ _ ~ Line See Table A ( skarrce rom scratch line, or takeoff board maybe Raleigh, NC 27603
adjusted to accomodate different levels of competition.) {919} 839-2288
b' CONCRETE WALL P, is *SEE STRUCTURAL PLANS s F25
. ~ ~ 1/2" max. Tooled Edge 1/4" round on r~ a um rea
Finish Grade , Scale; 1"~10' ~ Installation MUST meet current National Federation of State high Schaal Associations
4 Thick Conaete Circle w/ fine broom f ;ircle wJ fine broom f Wish (NF5HA) stantlards° `oe~,d~ CAR q~~~~° ,``~?~~u u~rq,r
- -tea 0
\ a",` 0 ;'GAPE q,~~, /~q'~ir ~J '•NpS°° ,y,''i ~ 12 ~ °.~pS RC'y , L ~ °'~A ~4p. 9
~ Athletic Pavin 3 ~ .•a F,°
L-661 n. 'r ~ •4r r
° 100'•0" ~ 299 ~
sin ~n ence in a ainin a a a gum efn Y: y ~
SEC110N Scale: 3/4"=1'-0" 14' ~ 1' - 0' I ON raj .`V
~ m ~6, A SSOC 1 ~0~~ S E . ~~e~
i ~scus ee _ o ee ee or oca ian
Scale: 1" _ ~D' - 0" Installation MUST meet current National Fey current National Federation of State High School Associations r
(NFSHA) standards. See Plans for Location
BfD SET
Prefabricated Aluminum Shotput Toe Board, yard, ns~ 6 p sle sat
per Specifications Sectlan 02800 SHEET ISSUE 04.08.11 I i6ns d siz tlesir 4'10"
NS fet' 7 6' 16' din
4"thick 4,000 psi Concrete Cus ' n by ers
with Fine Broom Finish and 1/4" R Tooled Edge
I o
ProjE Projecting Lines Typical ~ / ~
I
/ ~ ~ End of F6otball End Zone
°o / I
/ 'N5 ~ 5&fi 4" Thick Concrete
I ~ ~ / 1 24.0 L•6o~
~ To Recieve Air Pad, i Supplied By Owner
R 3'-6" ; . . ~ 1
4'° / ~ ~ i um
a .Q.
! Scale: 1" = 20' - 0" Installation MUST meet current National Federation of State Hlgh School Associations 1°!° max, I (NFSHA) standards,
4 ~ I
° o Inclination i See grad€ng plan for spot elevations required,
R 221-011
v h o rn o l
a m rn Field Sector Lines by Others 1
A • Q
4 J ~ i a 5&6
• I i ~ 4 Thick Concrete CHECKED BY
L601 C ! with Fine Broom Finish and 1/4" R Tooled Edge 1)DDEP \ a e s
\ y
I
2" Wide P 2" Wide Painted Lines Typical APPROVED BY 0 \ ~ a \ ay KMD Y
v 130' Runw LA
° 7 ip C
D Ptl PROJECT NO.
1/2" max. Tooled Edge 1/4" round Finish Grade 4" Thick Concrete w ° 11002
Circle Jfnehroom finis! wJ fine broom finish,
N N o COPYRIGHT NOTICE: THIS ARCHITECTURAL.
r' AND ENGINEERING DRAWING IS GIVEN IN
D WIN' CONFIDENCE AND SHALL BE USED ONLY Q '"W PURSUANT TO THE AGREEMENT WITH RATIO
Q ARCHITECTS, INC. NOOTHER USE,
DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT
SECTION 12 Athletic Pavin OF RATIO ARCHITECTS, INC. ALL COMMON Cr~ON Q LAW RIGHTS OF COPYRIGHT AND
1*-=;- Q w1-~L•661 RATIQ OTHERWISE ARE HEREBY SPECIFICALLY
RESERVED.
DETAIL 5 Shot u (See v SHEET TITLE (See Sheet or location)
Q n Vault Box Per Specifications Section 02800
Scale: 1/4" = 1' - 0" Installation MUST meet current National Fec (NFSHA) standards. current National Federation of State High School Associations °
See Plans for location Track an Field
ears
DETAI Pole au Landing
~ SHEET NUMBER Scale: 1/4 " = 1 0 Installation MUST meet current National Federation of State High School Associations
(NFSHA) standards.
See Plans for Location L-612

f
Owner
Wake County Public School System
5551 Rock Quarry Road
Raleigh, NC 27610
(919) 850-160D
Architect
z RATIO Architects, Inc. INTERLQCKING CONCRETE PAVER
L~o3 135 E Martin Street, Suite 101
Raleigh, NC 27601-1371 PAVING PATTERN 1 [phone]
4 CANC. WALK 5&fi L-fio3
4' GATE L-601
Landscape Architect
McNeely Associates PA
5501 McNeely Drive
Raleigh, NC 27612
[phone]
Structural En ineer
LHC Structural Engineers
1015 Wade Avenue
Raleigh, NC 27605
[phone]
Civil Engineer
Bass, Nixon & Kennedy, Inc.
631D Chapel Hill Road, Suite 250
Raleigh, NC 27607
[phone]
~ PlumbinglMechanicallElectricallCivil - ~ - - - - The Wooten Com an
t x ~ p Y
F = _ - 120 North Boylan venue
Raleigh, NC 27603
Q [phone]
® s 0 p 0 0 0 -
0 ~ ~ ~ Roofing Consultant
Stafford Consultin En ineers f g g
~ 130 Edinburgh South Drive ~ Cary, NC 27511
- - _ _ _ _ _ [phone]
p o I I ~J I D o Foad Service _J
FooResi n Associates g
5828 Oak Drive
Charlotte, NC 28227
[phone]
Theater Consultant
o Stageworks
110D Capital Blvd
~ C Ralei h, NC 27603 g [phone]
ATHLETIC PAVING 13
" TO CONCRETE WALK L-641 HANDRAIL ~
a ium an iew b' CONCRETE WALL ' e~~p~1 CAauaafaal ,,'~~UtuAaaaaaa~'I iNCRETE WALL 15 L-bog ~ Rp N ~ Rp
- , Scale; 1°=20' - ~ 4` CHAIN LINK FENCE ~ *SEE STRUCTURAL P TRUCTURAL PLANS s 125 . . ~ _ F-~ S aasr,~ e~ ~ •'~APE q'` yy ~ J 0 ''~DS~ ~ ~i
INSIDE OF TRACK ~-602 •°5 q•. .o ~ .•~P cq•. 9
~Q n' Y; ;ir C-39 C' ~"~F ;W 299 n:
~i C~ ~i ~ • ~ ~ I
~ Y ~ A
aaeaiasian~lN ata . . j
i
BID SET
SHEET 155UE 04.08.11
42" HIGH CHAINLINK FENCE 6 L-612
~ ~
~ ~ ,
6' CONCRETE WALL TYP. 15 CONCRETE STAIR e CONCRETE STAIR e
*SEE STRUCTURAL PLANS s 1zs ~-602 L•fi02
CHECKED BY
DEP
15 ACCESSIBLE RAMP i
a CONCRETE STAIR 6' CONCRETE WALL TYP, 15 *SEE STRUCTURAL PLANS s 125 s 125 AT STADIUM WALL L 514 APPROVED BY O
L-602 0 co
KMD
y
PROJECT NO.
11002
DETAIL a gum eva ion
Scale. 1"=10' COPYRIGHT NOTICE: THIS ARCHITECTURAL LqpP-
V AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY
~4 PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER USE,
DISSEMINATION OR DUPLICATION MAY BE
MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO ARCHITECTS, INC. ALL COMMON
RAT I LAW RIGHTS OF COPYRIGHT AND O OTHERWISE ARE HEREBY SPECIFICALLY
RESERVED.
SHEET TITLE
Stadium Details
i i
I SHEET NUMBER
L-613

_
Y
A 9

I I
Owner
Wake County Public School System
k 400.87 ~ 5551 Rock Quar Road ry
. ~ Ralei Et NC 27610 . ~ 9r {919) 850-1600
i ~ 400.88 ~ ~
Architect
RATI®Architects In .
135 E Martin Street, Suite 101
Ralei h, NC 27601-1371 _ g
4p~90 = - (919}821-0805
/ ~ 401.02 ~ 401.13 ~i 0104 405 - - - Landsca a Architect p
~ ~ McNeel Associates PA Y
A 5501 McNeely Drive
. Ralei h NC 27612 9,
~ ~ [phone]
- ~ . _ . _ . _ . Structurai En ineer
LHC Structural Engineers
1015 Wade Avenue
. Ralei h, NC 27605 g
( } . 919 832-5587
_ . Civil En ineer
Bass Nixon & Kennel Inc. yl
6310 Chapel Hiil Raad, Suite 250
~ Raleigh, NC 27607
(919} 851-4422
p'iumbinglMechanicailElectricailCivii
The Wooten Com an p Y
120 North Boylan Avenue Raleigh, NC 27603
(919}$28-0531
DEfA[L /1 Accessible Ramo ai Stadium Wall
6 13 Roofin saansuitant 42 HIGH CHAINLINK FENCE _ w..
~-6ia Stafford Consultin En Ineer TYP. ~ g S
130 Edinburgh 5auth Drive
Cary, NC 2751.1
[phone]
i Food Service
n r ~i fF F ooDesign Associates
- 5828 Oak Drive
Chariotte, NC 28227 (704j545-6151
Theater Consultant ~o
4 ent r R i in W e a a , i"Inl r Sta eworks 5~ ae g
1100 Capital Bivd
p .per _ 5'-10" (5' Minimum) Typ. at to gum ~j Raleigh, NC 27603
~ ~ cr + ; ~ (919} 839-2288 ~
~ ~ ~ ~ i
- r- 4 ' ~
~ / ~ ~ f p . ~ C } Illllill \ 11111 if1l 1111111111111//
.~`~1,~N CARp~ 11,1 CgR~111,,~i
~ ~ ~ ,•aSGA qRp', 9 ~ .•~pNQS~q• y
. \ ? M • •W \ crr ~ ~ ;a x°-39 e: ~E=:;~E :W
~ T ~ 1
y. ^ ~
/ /0j/j1n1111111``1 /4? 1 111
Finished Grade "`4~\ ~\~~\~j~\~ t
at Track ~~\~/'~T/~~;~ ~ ~l
~iDSET
~ ~
si~rET issue a4.os.11
Section A-A
6' CONCRETE" WALL 15
*SEE STRUCTURAL PLANS 5125

6' CONCRETE WALL t5
*SEE STRUCTURAL PLANS s 125
CHECKED BY
Bu v c e s
DEP
\Ax, Ix P><
APPROVED BY
co
KMD .r
PROJECT NO.
11002
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS G3VEN IN
CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO
ARCHITECTS, INC. NO OTHER USE,
r--~ DISSEMINATION OR DUPLICATION MAY BE rJ MADE WITHOUT PRIOR WRITTEN CONSENT
OF RATIO ARCHITECTS, INC. ALL COMMON LAW RIGHTS OF COPYRIGHT AND
RATIO . OTHERWISE ARE HEREBY SPECIFICALLY
RESERVED.
SHEET TITLE
Stadium Details
DETAIL a ium am eva ion SHEET NUMBER
scale; 1"=10'
L-614

Owner
Wake County Public School System
5551 Rock Quarry Road
Raleigh, NC 27610
[phone]
Architect
RATIO Architects, Inc.
135 E Martin Street, Suite 101
Raleigh, NC 27601-1371
(919) 821-0$05
Landscape Architect
McNeely Associates PA
5501 McNeely Drive
Raleigh, NC 27612
[phone]
Structural Engineer
I~HC Structural Engineers
1015 Wade Avenue
Raleigh, NC 27605
[phone] Tap of Wall
Where applicable
Gail Engineer
60` (120` far 2 courts) zl Sass, Nixon & Kennedy, Inc. 17 Pedestrian Asphalt Paving
50' ~•6a~ L•6a1 ~ 6310 Chapel Hill Road, Suite 250 Raleigh, NC 27607
[phone]
C64~ 5'-3"from Grant rail into sleeve W~ "Power Rack" Top of Pedestrian epoxy sealant or equivalent, Surface
edge line Taper to shed water, RlumbinglMechanicallElectricallCivil
The,Waaten Company
Inv, 394,4D Inv, 394,4a 2" Witle white hire f 120 North Boylan Avenue
pained Sines typ, ies typ, R ~ ~ ~ ~ Raleigh, NC 27603
col ~ g {919)828-0531 N
$u
. 19'•9" radius 12' Face of Wall ar Faotin I r ~ Roofi n Consultant
outside g ~ g 6 radius
`;'clear outside Stafford Consulting Engineers ----T Bottom of Footing where used 130 Edinbur tt South Drive
typical 12" g
4 Cary, NC 27511 ~ ~ ~ [phone]
4" M
30 ~ 6' radlu5 m _ out~de 2"wide Goal, Backboard amt
dee Posts as specified. r~ 8 p p Re wired Food Serrr~ce
W _ ( q ) _ NOTES Hot-Di d Galvanized Steel Guardrail FOODesi n Associates ppe g
n lnv, 396.$D o m .r.,~ ~ ~ 5 Basketball Post, Goal and Net Supply shop drawings of guardrail far review and approval by Architect prior to fabrication and inatallaRion. 5828 C1ak Drive
4° ~ ~ 1 ~ ,ll~ Wide L•615 Charlotte, NC 28227 8 deep
~ o m o [phone]
~o ~ an raw war rai ec ion i= 2 Imes m ~ typical ~ ~ ~ Scale. 1 °=1' 0" At Stadium Wall
~ ~ ~r
Inv, 397,iD Theater Consultant
Fula 4.. m ':nlar ed fan@lane Markings Stageworks 9
Seal Seale" 1"=10' 1100 Capital Blvd
NOTE. Ail basketball courts ahal meet or exceed the latest standards of the National Federation of State H' h School Associations ~darda - Raleigh, NC 27603
0 P [phone]
~ Inv. 397,4D o 12" Minium depth clean topsoil mixed with
sand based on approved sail kest, owner's review and approval,
4 C
Scal e: 1 "=20' Refer to Site Plan for field Orientation and Fnish Grades I and Fnish Grades Mix f25°lo sand by volume with ~,siin ~a~ 30' S acin cleaned topsoil from on-site stockpiles ~a++``+ cAR ~++++~u~ C AR+II ~`h
a _
Inv, 39].70 ~ Finrsn Grade ~ : ~QSG Aq~., 9 ~ •.•~A C,qp, 9 y.. F•. •
41~ € 4 :a o~ = ~ ;a v. .W ~ . A,
a v
Backboard Assembly Backboard Assembly a3~ aka?: ` g ~
m Inv, 39$,DO a P .
d 8ackboarcl Braee LL ~ ~,f n'1 IIY ~ ~ ~ Duty i3ackboald Brace ~ ~ . ~ ~ . ~ ~ ~ ~ . • . ~ • - . . ~ ~ , ~ ~ . '.r. r,r?W tn~n?' i thy,, i~ ~
~ "Break Awa "Goal c Y 4,S" O.D, 5chetluie ~ 4.S O.D. Schedule 40 ~ ~ ~ ~ ~ , ~ ~ , ,
Galvanized Steel Pipi Nylon Net Galvanized Steel Pi e Post - ~ ~ ~ ~ Com acted Earth ~ , p ~ ~ ~ p ~ ~
Sub rode g
Inv, 398,00 ~ ~ ~ ~ ~ ~ 3 thick course sand, 1, ~ ~ ~ . Course sand around i e / ~ ~ p p , ~ Submit sample for review
Basketb Basketball Past ~ ~ and approval prior to ~
90° purchase and Installation 90°
4" dia perforated, corru ated plastic tubing with proteckive filter sock, SHEET ISSUE Q4.08.11
2' Radius 0 lay in 6 wide trench wi h perforations on top
No slopes less than 1.0/o permitted,
Inv. 397,70 a 4~~ it 4'
4 d NOTE Lateral connection lines (Those along each field aide line, drairting into catch basins) may be non- orated and without
a o the filter sleeve, and may vary male th o maintain a minimum
~o - 1.t)% slope. Concentric reducer loin s are permit#ed
~ 1f2 Fxp 1 j2"Thick Pre-Moulded Expansion Joint Filler Full Depkh of
Inv, 391,40 Concrete as Specified (typ.) a ~C ~e u rain
M 41, M Finished 4" Grade
M I Scale; Not to Scale : i,,~'
Y
x ~
rn ~ Inv, 397,10 0 / ~ ~ ~ ~ `
c 4 4.. , ~ ~ I t ~ L ~ ,
~ ~
. ~ ~ ~ ~j ~ i~ ` , ~ Cam ailed ~ p . Eadh (1~ One Knox Bax required per Park Gate
O r ~xt r~ location, See architeckural specifications,
`1 a r. •r.~, 1f1V 3Vp:dU
nized skeet pipe inside 6"dia. Provide Two tie back
Igh±( , Greased 5" dia. hot dipped, \ hot-dipped galvanized e with r' dia. (2) Two (2) Tie pip posts to accept male
o back posts d cap 1. -19' each leaf ( 26 clear) @ North Pirelane and female locking BY device. See Wan. CHECKED
M 2 mm. from L qU 2. -11.6 each leaf (23 clear opening min.), East and South Flrelane 5 Q G ~ Edge of s
- -4.. ~w~rr 21611 4 ~Jn 0 M 6,5 Pavement to intersection of cro ss bar DEP
N ~_Typ. Welds
DETAIL 5 Basketball Post, Goal an Goal an e m ~ B MI fr m Finish Grade or APPROVED BY
B" Scale: 1/2"=l'-O" Note: Set goals prior to placing surface ck ohurr or ice of v topmPrit of curb
r I 4" Clear KM D
6080 V' I 1 I C7
B10 D 36 x I y 12 NCDOT W23-10 hack & white I d ~ I I I
Inv. 399.5 delineator reflective sign, each leaf. I PROJECT NO.
nv. 394,59 4 4 DIa. Hot dipped Galvanized round 11002
4 Locking devise similar or eaqual to I L I
Stanley Lifespan Combination Safety Hasp. Tie back posts to accept each half, ~ or, COPYRIGHT NOTICE: THIS ARCHITECTURAL
AND ENGINEERING DRAWING IS GIVEN IN 5" Dia. Steel Pie in 3000 psi Concrete Footin 12° . CONFIDENCE AND SHALL BE USED ONLY 31.0 P 9
PURSUANT TO THE AGREEMENT WITH RATIO ~ ARCHITECTS, INC. NO OTHER USE,
DISSEMINATION OR DUPLICATION MAY BE
B09 D MADE WITHOUT PRIOR WRITTEN CONSENT Submit Shop Dr_ewings for Review and Approval Prior to Purchase and Installation OF RATIO ARCHITECTS, INC. ALL COMMON
RATIO LAW RIGHTS OF COPYRIGHT AND
Painting Instructions for Gates OTHERWISE ARE HEREBY SPECIFICALLY Tnemec Company, Inc.; PO Box 5646; Cary, NC 27512.5646 RESERVED.
Ph:(919) 859 - 3737 SHEET TITLE
1. System Type, Epoxy-Polyurethane
603 D 2. Surface Preparations SSPV-SPI and brush off blast clean
3. Primer: Series 27 (field-coated) Typoxy or 69 Hi-Build Epoxoline
Stadium Details 4. Paint; White (semi-gloss) Series 13 Entlura-Shield
NOTE: See Detail 2 this sheet
DETAIL 3 Park Gate
Scale: Not to Scale
DETAIL e is ~e u rain a ou SHEET NUMBER
Scale: 1"=30'
L-615

0
Owner
Wake County Public School System
5551 Rack Quarry Road Raleigh, NC 27610
{919} 850-1600
Architect
RATIO Architects, Inc.
135 E Martin Street, Suite 101
Raleigh, NC 27601-1371
(919}821-0805
\ \ \ \ \ \ \
?r? Landscape Architect
\F / / TORO 5-2Q(11 pr Su r sal) Series Rotor Mcldeely Associates PA pe
J /`I 5501 McNeely Drive
Root Ball 2 x 2 Stakes Excavate Edge at -Fresh Cut Mowing Ed a Finshed Grade Raleigh, NC 27612 Building, Curbs, Smooth, Continuous ine, {919} 782-9677
Arbor Tie Sidewalks or Paving Shown On Plan}
\ , ~ ` , , Earl Saucer 12 Min. Do Not Cut leader ~i~., - ; . Mulch as specifed
fi"Min, ` ' ` Minimum Limit • ~ Compact Unit 1" dia, "5 ars" swin ' i t Structural Fn ineer
of Mulch 8"H x 18"W x iz"D g ~ riser assem~l with i3go~~~e 0 rv-~- Mulch a55 ecified Y p ~ ~ ring seal. LHC Structural ~n ineers
g - ~ Spears Manufacturing Co. 1015 Vlrade Avenue
l [phone] in California ~ Raleigh, NC 27605
{919} 832-5587
White wood stake to be Instail 3C' on center ala ~ > removed after an year from face of No Mow ° \ \ \ ~ Com acbed Earth qd e \ \ \ ~ i.~ p
substantial completion /AA VA ~A/ / Ai ,
\ Wra Trunk With A rove Tree Wr ; Grassed Area No Maw Ve Cation p pp d ap \ \ \ \ ~~\~j\~ ~ \ / \ ~ , ~ Civil En ineer / ~ ,
~ Remove at time of Ins ection # P , o ~ Planting Height shall be IJ3 of Raot . ; ; .I~. Bass, Nixon & Kennedy, Inc.
Bali Maximum f~ i 6310 Cha el Hill Road Suite 250 xcava e e - p
' ~ << Raleigh, NC 27607
;;finish Grade ~ Mulch as specified•Keep Mulch 6"from Trunk of Tree Scale: Not to \ 4" Dee Earth Saucer Finish Grade p Scale: Not to Scale Mard Improvements to Mulch, Lawn to Mulch ~ ; ; ~ ' , ~ , ~ {919} 851-4422
wr
~ ` ~ ~y~~;< , ~ ~ . ; 36"Min. I~„ 3J4"woven flexible synthetic strapping , , ~ii~, , as specified. (fie, Arbortie) lateral Pipe Plumbin IMechanicallElectricallCivii
~ i ,,,~y ;~y~A A , Min, {see plan) Priorto backfiiling, cut potbound The Wooten Company
,va~r ~-a~~, ~~,y~;-~A`~:~~~~~~~ ~~y>~~,:'; _ Three 2" K 2" Hardwood Stakes Shrub Ground cover roots on outside; remove 25 k•50/o awn
- Minimum, Remove After End • N N~VN o Guararrtee Penod ra ea 120 North Bo Ian Avenue of bark mixture on root ball. Mix Y
8"Min• On Center (o~c) On Center removed container material with backfill' Scale; Not to Scale Raleigh, NC 27603
0 ow rasa a in \ ~ • ~ Unwrap Top IJ3 of Burlap varies, see plan (olc) [phone] I h Plastic Valve Box
Scale: Not to Scale - / / Pi nin it i - a t g Sa M x as Specified; Tamp Varies Mu c as specified (Purple) ~ ~ See Plan Prepared planting bed .
~ ~ ~ ^'c~~A~~'' Sli htl and Rotl as Placed and Watered 9 Y t t t Finshed Grade Roofin Consultant o as specified _9
` ~ Y y Badcfil! with fi" de h of to soil / / , ~ P ' 4"Trench@edgeofbeds Stafford Consulting Engineers
' ~ and tam until firm, Cultivate Soil and Organic ~ l / / P Unwra To r ~ ~ ~ ~ ~r ~ 130 Edinburgh Sauth Drive Finish grade ~ ~ Provide Brass date on
Matter 8" D min, 3' from it ~ ~\~i\\\/\ \ . p p eep p ,~~'i i IJ3 of Burlap is Shown Ptchetl to Opposite Cary, NC 27511
aMP PA . i;~%x` Provide Union ] in [phone] . , ~ o t On One End
ree an ~n an u ~n . , ` Electric Solenoid valve
Scale, Not to Scaie Guying Required only for Trees aver 14 Height . , . ^ ^ r--12 baK with 3 or 6 Food Service ~ ~extensiohs as re uir
scarify soil to 6"depth , q ~ 1=ooDesi n Associate =-~--~=--.._LL===-===?=~;- g s tamp slightly under root
~13b ~'~d~" ball to prevent settlement / ~ 5828 Oak Drive ./i~ ' l > 1;~.~,, Pipe as Specked as Specified Charlotte, NC 28227
Note; In Areas of Poorly Drained Soils . , > p ~ 704 545-6151
• Increase Depth of Stable Soil t { )
Mulch as Specified Cultivate Soii and Drganic
Planter Width - Refer to Pian Matter 6" Deep min, 3' from pit Mulch as specifred ru an roue cover rou an o ~~-Control Wires as s ecifi~l n - p Theater Consultant
Existing Concrete Paving Scale: Not to Scale: Not to Scale In Raised Beds 4 NCDOT #67 Drainage Stone Stageworks
Fnish Grade 1100 Capital Blvtl
4.. IJ3 Ralei h, NC 27603 oenoi ave ns a a won g
- €'lant Bed Media G (919} 839-2288
2 3 Unwrap Top IJ3 0~ Burlap I= Refer toSpecifications -Section 02900•Landscaping _ J ~ , ~ - = I - Untlis#urb tl ~ Planting Soil Mix; ~ Scale: Nat to Scale _r
36"Min. - _ - e Earth _ _ = 6"Min. Tamp and Rod as
Varies , , ; Placed and Watered TO l1NDISTl1RBE6 SOIL. '
i
=1II = Sub _ - , I-111_1 - kfi l ~ h - - 3J8 Pea Gravel . o Bac I w~ 6 depth of topsail _ - , U NA~.~ ~ CARP ~+~4 ~ CA 31000 PSI CONCRETE a o~ . ~ ~ ~ ~0or e`~e RCC / `'4
and tam until firm, „ , _ - - j Twice Ball p 6 Min. - I ~ i 8 DEEP MiN. ~ ,,.~saaQE 9 . .~~Paosa . q
- _ _ _ _ III=1 ~ 1= Diameter Min.
I III= = = = _ - - - - - - _ = I Notes: (Azalea, Camellia, Do wood, Rhododendron and in area of oar draina e iz Min. - -I I ~-I ~ I-I! I-I ~ I-I ~ 1-.~-I I L--III-I I-III-~ I 9 ~ 9)
I =1 I I=1 I I=1 f ICI I I~ =I I f=1 I I-III=1 I I=1 I' _i ~ ICI I I=III=1 I I=! ~ Ifil I I=III- - ~ - _ _ - _ _ = r ~ , _ _ -i , I -i ~ Prepare planting bed 4 5 wrder than root bail size for azaiea and rhododendron ~ C-39 299 ~ ~ 8 THICK MIN, e; = ~ ~,N ~ r: ~ = -
- - -I I II II III-~ I E - ~ I plantings, Till soil mm.12 deep and work in sand, f nay shredded bark, or peat moss I . ~ = I= { - I unfll soil is loose and friable, ~ ~ ~ L~tn'.;~y ado°: ~~•y ~.d
I -III III= I (V 'J \ - PVC PIPING °°.,F( ' 1,. ~ ~ 3 loo s loose Arbortie. ~ ~ r P . ~ i Q .
~ I _ ~ For dogwoods, camellias, and gardenias, dig hole twice as bi as root baEl and I I I-I ~ g 2" X 2"hardwood Stake p 'a, A SS00 ~ ~ inted flat black See Specs '+°++„,um"`~ n ,u~+''~
A i = - A replace with loose, friable topsoil II- ~ I_ Mulch as s ecified p
-III=1 1= Make shallow excavation and set lant ball in center • T f r I-III= =1' " „ P op a oot ba8 should be Keep Mulch 6"from Trunk of Tree ~ ~ ~
-1 ~ I- Ezistin Storm Drain Pi instalied b reviau coma ar, 3 5 min, above level of bed, g pe Y P s ct ~ ELL BEND TYPICAL ~ TEE BEND TYPICAL 4 earth saucer
4"Slotted Corrugated Plastic Drain Pipe covered wish Sock Refer to Sheets L-304 Series for Specific Location, Mound lonse sail in bed around root ball and gently press into place• (Location may vary arrMOSS width of f~ant Bed) Mulch 2" over soil around lant and w r.
p ate Re#er to Sheets L34S and L306 far plan view. Finished grade ' oncre a rus oc in BID SET
Provide 3"Min• depth Pea Gravel Bed. ' :1~3::'
Submit sam le of draina e i e to Architect for review and ru an in P 9 PP \ Scale: Not to Scale Required at All Main line Joints A \ \ Y~/ .~~3;:' Cantainersoil 51~EETISSUE 04.08,11
approval before purchase and installation. Scale; Not to Scale ~ v~ > ~
j / / ~ Plantin soil mix as s ecificed v / / \ \j\ 9 p
an e s in our ar ~ ec ion - °"~"~"°°~'.J . Top shall be marked for. ~i / / / / - - ~ Backflll with 6 depth of topsail reclaimed water as s ecified,
Scale: 1 2" = 1'- a° REFER TO SPECIFICATIONS SECTION 42900•I.ANDSCAPING On Center (aJcJ, typical \ ~ p \ ,\i,~\~~ ~ \ OMAP and tam until firm, ~ / ~rt/-~- p iQ Circular Plastic valve Box
Limit of mulching 3"min. 12" rester
Stable Soil than container Subgrade diameter Fnshed Grade
PLAN r~
Prior to badcfilling, cut "pat-bound" ine a in 4" PVC Riser
On Center a c roots on outside; remove 2S°/o•50°/° of Sc (J) bark mixture on root ball• Mix removed Scale: Not to Scale ~ \
Varies, see plan container material with badcflll. Main Supply Line
Mulch as specified
Prepared planting bed Do
as sp~ified , p Do Nat Cut leader r--- Com acted Earth
4"Trench ° ' ' 1 Root Ball 2 x 2 Stakes
Finish Grade ~ t r'~ ~'t J Arbor Tie
~ 1" Gate Valve 12"Min, Earth Saucer

N, 6" Min. Minimum Limit Drain At 1% Slope Minimum to where indicated
Scarf soil to 5" depth of Mulch an Irrigation Plans
tamp slightly under root
ball to prevent settlement DETAIL anus rain Valve 40-M Mulch as specified Wrap Trunk With Approved Tree Wrap Scale: Not to Scale „ CHECKED
c MAP auk} rade Mulch as
Keep Mu SY Keep Mulch 6 from 3/4" Woven flexible s nthetic Bu
Trunk of Trunk of Tree strapping as s ecife ie Arbor Tie Q S P ( ) DEP
GTAT n >I„ a;~ ,i L i nt grVA UnI cover Itirltll I an Vulc Finish - A%~
E Fir' Grp Grade Toro #414- 00 1 Single Lug
Scale; Not to Scale Quick Coupler Ualve as Spec fled 4" Deep Earth Saucer Finshed Grade APPROVED BY o
811 Planting Soil Mix as 5 ecified; Tamp co
8" Min Slightly and Rod as P paced and Watered _ KM D 10" Circular Plastic Valve Box
\ Three 2" X 2" Hardwood Stakes \ \ \ Minimum. Remove After End b y
Center of Plant i\~f/ / \ \ \ \ of Guarantee Period , PROJECT NO.
1„ DI. a galvanized Spea 19002 Y / Swing Joint Riser Assemb 1y
One half on center Unwrap T Unwrap Top Spear Manufacturing Company
plus 2' at curb 1~3 of Bui 1/3 of Burlap See Detail [phone] In California COPYRIGHT NOTICE: THI VI DRAWING IS GIVEN IN
f\ \ ~ AND ENGINEERING S ARCHITECTURAL
One full, on-center distance as specified on plan with exception \CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO \\\l\ \
of LMB & LMV to be 18". r\ \ \ \ \ \ \ ARCHITECTS INC. Na OTHER USE, \ Backflli with 6 depth of topsoil DISSEMINATION OR DUPLICATION MAY BE
/ MADE WITHOUT PRIOR WRITTEN CONSENT ~n \ \ d tamp until firm
Mulch As Specified On Plan OF RATIO ARCHITECTS, INC. ALL COMMON
Compated Earth LAW RIGHTS OF COPYRIGHT AND RATIO OTHERWISE ARE HEREBY SPECIFICALLY
D DETAIL 9 RESERVED.
Face of Building, Back of Curb Tree an in on Slope SHEET TITLE
or Edge of Sidewalk Sc Scale: Not to Scale Guying Required only for Trees Over 10` Ht, Notes: \\-Main Supply Line
1. See Specifications and plans for Number Of
F 1 Keys And Swivel Hose Ells Required To Be Supplied To Owner. Planting
L__------- © MAPA
Sub9rade Irrigation ears DETAIL uic ou er Valve
Plant Spacing_
,DETAIL 13 Scale: Not to scale Scale: Not to Scale
SHEET NUMBER
L-616

Owner
Wake Coun public School S stem tY Y
5551 Rock Quarry Road
Raleigh, NC 27614
[phone]
. Architect
RATIO Architects, Inc.
a 135 E Martin Street, Suite 141 Raleigh, NC 27641-1371
[phone]
~ r
~~Q
I ~ ~ ~ Structural Engineer
n~~~~~~Q~~t~ LHC Structural En ineers 9
i X 1415 Wade Avenue
PROJECT ~ Raleigh, NC 27605
I CONSTRI ~ rim CONSTRUCTION NOTES [phone]
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE MUNICIPALITY AND NCDOT STANDARDS, 11. MATERIALS USED TO CONSTRUCT EMBANKMENTS FOR ANY PURP05E, BACKFILL AROUND DRAINAGE
d~~I 1. ALL CONSTRU( . , I SPECIFICATION, SPECIFICATIONS, AND DETAELS. WORK IN THIS PROJECT SHALL ALSO CONFORM TO THESE PLANS, THE STRUCTURES, OR IN UTILITY TRENCHES FOR ANY OTHER DEPRESSION REQUIRING FILL OR BACKFilt plumbinglMechanicallElectrica[ICivil
~ ~ I LATEST EDITI01 BRIDGE SPECif LATEST EDIFION5 OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) ROAD AND SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST BRIDGE SPECIFICATIONS, THE ROAD AND BRIDGE STANDARDS, THE NORTH CAROLINA EROSION AND A5 SET OUT IN ASTM STANDARD D698. STONE BACKFILL SHALL BE COMPAGTED TO 959 MAXIMUM The Wooten Company
SEDIMENT COP SEDIMENT CONTROL HANDBOOK, THE NORTW CAROLINA EROSION AND SEDIMEM CONTROL REGULATIONS, DENSITY AS DETERMINED BY TWE MODIFIED PROCTOR TEST AS SET OUT IN ASTM STANDARD D1557. THE
THE FINAL GEi ~t~~ ~ BETWEEN ANY THE FINAL GEOTECHNICAL REPORT, AND GENERAL DESIGN STANDARDS. IN THE EVENT OF CONFLICT CONTRACTOR SMALL, PRIOR TO ANY OPERATIONS INVOLVING FILLING OR BACKFILLING, SUBMIT THE 124 North Boylan Avenue BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS, OR PLANS, THE MOST STRINGENT SWALL GOVERN. RESULTS OF THE PROCTOR TEST 70GEFHER WIFH A CERTIFICATION THAT THE SOIL TESTED IS Raleigh, NC 27603
~ ~ REPRESENTATIVE DF THE MATERIALS TO BE USED ON THE PROJECT. TESTS SHALL BE CONDUCTED BY A (919) $28-4531
2. THE CONTRAC' +fi CON5TRUCTIOP THE CONTRACTOR SWALL BE SOLELY RESPONSIBLE FOR TRENCH SAFETY DURING ALL PHASES OF CERTIFIED MATERIALS TESTING LABORATORY AND THE CERTIFICATIONS MADE BY A LICENSED PROFESSIONAL CONSTRUCTION. ENGINEER REPRESENTING THE LABORATORY, THE CONTRACTOR OR OWNER SHALL EMPLOY A
GfOTECHNICAL ENGINEER TO TEST ALL EMBANKMENTS AND F1LL PLACEMENT FOR PROPER COMPACTION.
3. THE LOCATION RESPONSIBLE THE LOCATION AND SIZE OF EXISTING UTILITIES AS SHOWN IS APPROXIMATE ONLY. THE CONTRACTOR IS PROPER COMPACTION SHALL BE PER THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS OR THESE Civil EngineerlSurve or RESPONSIBLE FOR HORIZONTALLY AND VERTICALLY LOCATING AND PROTECTING ALL PUBLIC OR PRIVATE PLANS, WHICHEVER IS MORE STRINGENT. EMBANKMENTS FOR PONDS SHALL BE PLACED IN 6 INCH
I UTILITIES WHIC UTILITIES WHICH LIE IN OR ADJACENT TO 7HE CONSTRUCTION SITE. AT LEAST 48 HOURS PRIOR TO ANY L005E LAYERS ANp SHALL BE COMPACTED TO A DENSITY DF NO LESS THAN „959 Of THE STANDARD BASS, Nixon & Kennedy, IrIG.
~.c DEMOLITION, G CAROLINA ONE DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE NORTH PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF f DR -TWO PERCENTAGE POINTS OF THE CAROLINA ONE-CALL UTILITIES LOCATION SERVICE ULOCO AT 1-800°632--4949 FOR PROPER OPTfMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698. THE CONTRACTOR SHALL TAKE 6314 Chapel HiII Road, SUlte 250
IDENTIFICATIDN P FIN TA TI N AN SHALL RETAIN Ralei h NC 27607 IDENTIFICATION 4f EXISTING UTILITIES WITHIN THE SITE. PHOTOGRAPHS OF THE OUTLET STRUCTURE AT ALL AT ALL HASES 0 S LLA Q D ~ ,
4. THE CONTRAC~ WITH GEOTECHNICAL TESTING OATH. TWE CONTRACTOR SMALL ALSO RETAIN ALL SHIPPING RECORDS AND {919) 851-4422 THE CONTRACTOR SHALL SALVAGE AND PROTECT ALL EXISTING POWER POLES, SIGNS, MANHOLES, SPECIFICATIONS FOR THE OUTLET STRUCTURE MATERIALS AND STRUCTURES. ALL OF THE ABOVE DATA
~ TELEPHONE RI TELEPHONE RISERS, WATER VALVES, ETC, DURING ALL CONSTRUCTION PHASES. THE CONTRACTOR SHALL MAY BE REQUIRED AS PART OF THE MUNICIPALITY AS--BUILT PROCESS AND SHALL BE MADE AVAILABLE
REPAIR, AT HI' REPAIR, AT HIS OWN EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. TO THE ENGINEER UPON REQUEST. THE OONTRACTOR AND OWNER SHALL HAVE DOCUMENTATION OF THESE TESTS AVAILABLE UPON REQUEST. iZ00fing COr1SUitarlt
60 5. TRAFFIC CONT TRAFFIC CONTROL ON PUBLIC STREETS SHALL BE IN CONFORMANCE WITH 7HE TRAFFIC CONTROL PLAN, 12 PROPOSED CONTOURS AND GUTTER GRADIENTS ARE APPROXIMATE. PROPOSED SPOT ELEVATIONS AND Stafford ConsUltin En ineers
THE •MANUAL INSPECTORS, THE •MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES,•• AND AS FURTHER DIRECTED BY CITY AND STATE g INSPECTORS, ROADWAY PROFILES/SUPERELEVATION5 ARE TD BE USED IN CASE OF DISCREPANCY. 130 Edinburgh SDUth DrIVe
Ca , NC 27511
6. ANY D]SCREPA INCONSISTENCI ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS AND 51TE CONDITIONS DR ANY 13. THE CONTRACTOR SHALL REVIEW, VERIFY AND COORDINATE ALL DIMENSIONS SHOWN ON PIANS, rY INCON515TENCIES OR AMBIGUITIES IN DRAWINGS OR SPECIFICATiQNS SMALL BE IMMEDIATELY REPORTED TO INCLUDING THE HORIZONTAL AND VERTICAL LOCATION DF CURB INLETS AND GRATE INLETS AND ALL (919) 461-$125
THE ENGINEEF THE ENGINEER, IN WRITING, WHO SHALL PROMPTLY ADDRESS SUCH INCONSISTENCIES OR AMBIGUITIES. UTILITIES CROSSING THE STORM SEWER PRIOR TO STARTING PROJECT.
WORIC DONE E ~ DR AMBiGUITIE WORK DONE BY THE CONTRACTOR AFTER MIS DISCOVERY OF SUCH DISCREPANCIES, INCONSISTENCIES, DR AMBIGUITIES SHALL BE DONE AT TWE CONTRACTOR'S RISK. 14, ALT. CURB JOINTS SHALT EXTENp THROUGH THE CURB. MINIMUM LENGTH OF OFFSET JOINTS AT RADIUS
POINTS IS 1.5 FEET. ALL JOINTS SHAl1 BE SEALED WITH JOINT SEALANT. FOOd SerVICe
...a r 7. A PRE-CONST CONTRACTOR ' APRE-CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE NF RM T URRENT ADA FOODeS) n ASSOCIateS CONTRACTOR SHALL ARRANGE THE MEETING WITH THE MUNICIPAL 'AND NCDQT ENGINEERING DIVISION. 15. ALL HANDICAP RAMPING, STRIPING, AND PAVEMENT MARKINGS SHALL CO O 0 C g
REQUIREMENTS AND THE •NORTH CAROLINA STATE BUILDING CODE, VOL. 1-C ACCESSIBILITY CODf.ALL 5828 Oak Drive
8. CONTRACTOR I COMMENCING CONTRACTOR IS RESPONSIBLE FDR VERIFYING ALL REQUIRED PERMITS AND APPROVALS PRIOR TO ASPECTS DF THIS PROJECT SHALL BE IN FULL COMPLIANCE WITH CURRENT ADA..STANDARDS. IF THE COMMENCING CONSTRIICTIDN. CONTRACTOR NOTES ANY ASPECTS OF THE PROJECT WHICH ARE NOT IN COMPLIANCE, THE ENGINEER Ghariotte, NC 2$227
SHALL BE NOTIFIED PRIOR TD ANY FURTHER WORK BEING PERFORMED. ANY"WORK PERFORMED AFTER (744) 545-&151 ALL AREAS SHALL BE GRADED FOR P051TNE DRAINAGE, AND AS SHOWN ON THESE PLANS. THE THE CONTRACTOR NOTES SUCH A NON COMPLIANCE IS SUBJECT TO REMOVAL AND REPAIR AT THE
7.,5~ 9. ALL AREAS 5F CONTRACTOR CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR'S EXPENSE.
CONTRACTOR ' CONTRACTOR SHALL U5E 51LT FENCES (OR OTHER METHODS APPROVED BY THE ENGINEER AND A N ANY Landsca a Architect
APPLICABLE M ONTO ADJACEI APPLICABLE MUNICIPALITY) AS REQUIRED TD PREVENT SILT AND CONSTRUCTION DEBRIS FROM FLOWING 16. OWNER SHALL PROVIDE FENCING AND OTHER SAFETY MEASURES NECESSARY IN AND ROU D ONTO ADJACENT PROPERTIES. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, OR PROPOSED STORMWATER MANAGEMENT MEASURES (PONDS, WETLANDS, ETC.) ;OBTAINING PROPER McNeely Associates
LOCAL EROSIO LOCAL EROSION, CONSERVATION, AND SILTATION ORDINANCES. CONTRACTOR SHALL REMOVE ALL PERMITS SHALL BE THE RESPONSIBILITY DF THE OWNER.
TEMPORARY E THE ESTABLISI TEMPORARY EROSION CONTROL DEVICES UPON COMPLETION OF PERMANENT DRAINAGE FACILITIES AND 5541 MCNeely Drive THE ESTABLISHMENT OF A STAND OF GRASS OR OTHER GROWTH TO PREVENT ERO5ION. 17. RETAINING WALLS EXCEEDING 30 INCHES IN HEIGHT SHALL INCLUDE FALL PROTECTION IN THE FORM OF Raleigh, NC 27612
A HANDRAIL OR FENCING ON THE HIGH SIDE OF THE RETAINING WALL RETAINING WALLS SHOWN HEREIN [phone]
10. THE CONTRAC ALL FILL PER 0. THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE ANp PLACE, COMPACT, AND MOISTURE CONDrrION SHALL BE DE5IGNED BY A QUALIFIED PROFESSIONAL ENGINEER WITH EXPERIENCE DESIGNING RETAINING ALL FILL PER THE PROJECT G£OFECHNICAL ENGINEER'S SPECIFICATIONS. THE FILL MATERIAL TO BE USED WALLS, AT LEAST 14 DAYS PRIOR TO BEGINNING CONSTRUCTION OF RETAINING WALLS, THE CONTRACTOR
SHALL BE APf SHALL Bf APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT. PROPER COMPAGTION OF SHALL CONTACT THE OWNER'S GEOTECHNICAL ENGINEER TO SCHEDULE AND COORDINATE ALL
ALL FILL SOiL SMALL BE AD; ALL FILL SOILS PLACED ON SITE SMALL BE THE RESPDNSIBILlTY OF THE CONTRACTOR. COMPACTION APPROPRIATE INSPECTIONS, TESTING, AND VERIFICATION NECESSARY DURING RETAINING WALL Theater Consultant SMALL BE ADEQUATE TO SUPPORT THE PROPOSED USE OF AREAS IN WHICH FILL SOILS ARE PLACED. CONSTRUCTION. THE GEOTECHNICAL ENGINEER SHALL PROVIDE CONTINUOUS INSPECTION, TESTING AND
THE CONTRAC' THE CONTRACTOR SHALL HIRE A GEOTECHNICAL ENGINEER TO TEST AND VERIFY THAT CDMPAC110N IS VERIFICATION FOR THE DURATION DF RETAINING WALL CONSTRUCTION. PROPER SCHEDULING, EXECUTION, Stageworks
~ ~ ~ ADEQUATE F01 ADEQUATE FOR THE PROPOSED USE OF IN THE AREA OF FILL PLACEMENT. AND RECORD KEEPING FOR ALL REQUIRED INSPECTIONS, TESTING, AND VERIFICATION SHALL BE THE 1100 Ca ital Blvd RESPONSIBILITY OF THE CONTRACTOR. SUCH RECORDS SHALL BE RETAINED AND SHALL BE PROVIDED P
i TO THE OWNER AND BASS, NIXON & KENNEDY, INC. ALL MONITORING, TESTING, AND VERIFICATION Raleigh, NC 27643 SHALL CONFORM TO THE MOST RECENT VERSION DF THE NC BUILDING CODE CHAPTER 18, SECTION {919) 839-2288
~ ~ ~ 1806 OR THE WALL DESIGN ENGINEER'S SPECIFICATIONS, WHICHEVER IS MORE STRINGENT.
~ ~ 18. PROPER COMPACTION OF ALL FILL SOILS PLACED ON SITE SMALL BE THE RESPONSIBILITY OF THE
~ ` J v CONTRACTOR. COMPACTION SHALL BE ADEQUATE TD SUPPORT THE PROPOSED USE OF AREAS IN WHIGH
FILL SOILS ARE PLACED. THE CONTRACTOR SHALL HIRE A GEOTECHNICAL ENGINEER TO TEST AND _ VERIFY THAT COMPACTION IS ADEQUATE FOR THE PROPOSED USE Df !N THE AREA OF fill PLACEMENT.
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~ ~ + ~
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~ ~e ~ DATUM {NFORMATION
a~ VERTICAL: NAVI)'88
~ HORIZONTAL: NA11198312001 STATE PLANE COORDINATES
e 1
~ o® SCALF IN FFFT
0 100 200 400 600 800
CHECKED BY
SHEET INDEX PROJECT NOTES r~~Q:U:AN:ITITYSI) TITYSUMMARY DLH
C200 ROLESVILLE & QUARRYROAD WIDENING COVER L ALL CONSTRUCTIONACTIVITYMUSTBEINACCORDANCE WITHTHEACCEPTED PHASE NUMBER(S) BER(S) 1 2 ~ Z
POLICIES OF THE TO WN OF ROLES VILLE, CITY OF RA LEIGH (UTILITIES), WADE PUBLIC WATER (LF) TER (L F) 5,540 ON MUST IT'S THE LAW. APPROVED BY J
C201-C204 ROLES VILLE ROAD EROSION CONTROL PLAN COUNTY(EROSION CONTROL), AND UNLESS SPECIFIED, DEFERS TO THE NCDOT PUBLIC STREET (LF) (F) , IT F AS OF JANUARY 1 1986, NORTH CAROLINA STATE LAW EET (LF) 5,878 ilt \ Y Z DLH U Uj REQUIRES ANYONE EXCAVATING WITH MECHANICAL
STANDARDSAND SPECIFICATIONS. PUBLIC SIDEWALK (LF) ,WALK(LF) 3,856 EQUIPMENT ON HIGHWAY RIGHTS-OF--WAY, PRIVATE
C20S-C206 QUARRYROAD EROSION CONTROL PLAN ' ° UTILITY EASEMENTS, OR PUBLIC SPACES TO NOTIFY ALL -Jc F ~ .4 b
2. ALL EXISTING INFORNIATIONTAKENFRDMSUKVEYPRDVIDEDBY BASS, NIXON& a o m UTILITIES TWO (2) WORKING DAYS PRIOR TO DIGGING. z n PROJECT NO.
C207-C210 ROLES VILLE ROAD PLANAND PROFILE KENNEDY, INC. DA TUMINFORMA TION, VERTICAL: NA VD '88 HORIZONTAL: NAD NOTES:
198312001 STATE PLANE COORDINATES. C211-C212 QUARRYROAD PLANAND PROFILE ALL PIPE LENGTHS ARE MEASURED FROM CENTERLINE 11002
A ALL 0THERPROPOSEDBY0THERSRIGH7=0F-WAY, ROADWAYS, STORMDR4INAGE, BEFORE YOU DIG! OF STRUCTURE TO CENTER OF STRUCTURE. BNK 03-10144 CONTACT ONE-CALL CENTER CONTACT NORTH CAROLINA ONE-CALL CENTER 1 COPYRIGHT NOTICE: THIS ARCHITECTURAL
C213-C218 ROLESVILLE & QUARRYROAD WIDENING DETAILS AND UTILITIES TAKENFROMPLANS PROVIDED BYNCDOT FOR TIP PROJECT: R -2814B. 1-800-632-4949 PRIOR TC ANY CONSTRUCTION. ($00) 632-4949 AND ENGINEERING DRAWING IS GIVEN IN
PROPOSED PHASE I WATERLINE GRADES TAKENFROM CROSS-SECTIONS PROVIDED CONFIDENCE AND SHALL BE USED ONLY ALL STRUCTURE OFFSETS ARE MEASURED FROM CL OF . PURSUANT PURSUANT TO THE AGREEMENT WITH RATIO
UNDER AFOREMENTIONED NCDOT PROJECT PLANSET. HORIZONTAL ALIGNMENT OF ROAD TO CENTER OF STRUCTURE ~ ARCHITECTS, INC. NO OTHER USE,
PROPOSED PHASEI WATERLINEPROVIDEDBYNCDOT, VIA THE LPA GROUP- DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT
T R A NSF 0 R TA T I 0 N C DNS UL T A NT S. OF RATIO ARCHITECTS, INC. ALL COMMON
R/~ "T{ I O LAW RIGHTS OF COPYRIGHT AND A TI ARE HEREBY SPECIFICALLY
RESERVED.
SHEET TITLE
QUARRY ROAD
WIDENING COVER
SHEET NUMBER
C200

LEGEND RIP-RAP APRON SCHEDULE PIPE SCHEDULE NOTE: ALL CONSTRUCTION ACTIVITY MUST BE IN ACCORDANCE Owner :DUCE
WITH THE ACCEPTED POLICIES OF THE TOWN OF ROLESVILLE & Wake County Public School System
Structure do Velocity Length Width Depth Type d50 Upstr ~DnStr DnStr GmdlRimEleu Up In~rtUp InuertDn LineLength LineSize Material Li~eSlope CITY OF RALEIGH, AND UNLESS SPECIFIED, DEFERS TO THE 5551 Rock Quarry Road
? TEMP INLET PROTECTION ft s ~ ft in Inlet Inlet inlet (ft) (ft) (tt) {in) {°I°) NCDDT STANDARDS AND SPECIFICATIONS Raleigh, NC 27610
HW 27 2.00 NIA 8 6 9 Class 'A' 3" - 6" HW 27 EW 26 Eli 26 403.00 399.62 398.34 51.67 2 rc 2.48 [phone] 4 p
TEMP ROCK CHECK DAM EW 26 2.OQ 35.2 20 6 22 Class 13"-23" NCOOT CI 25 NCDDT CI 24 NCDDT CI 24 412.85 408.60 406.15 350.28 15 rc 0.70 IT'S THE LAW! p AS OF JANUARY 1, 1986, ..NORTH CARDLINA STATE LAW
- EX PIPE 22A 1.50- N1A 6 5 9 Class 'A' 3" - 6'" ~ NCDDT CI 24 NCDDT CI 23 NCDDT C123 419.78 4G"v.05 403.78 200.01 15 rcp 1.13- REQUIRES ANYONE EXCAVATING WITH MECHANICAL Architect
EW 21 1.50 8.2 9 5 22 Class '8' 6" - 33" NCDDT CI 23 NCDDT CI 22 NCDDT CI 22 407.54 403.68 401.93 250.00 15 rcp 0.70 EQUIPMENT ON HIGHWAY RIGHTS-OF-WAY, PRIVATE
TEMP SEDIMENT BASIN FES 20 2.50 26.8 25 8 22 Class 'I' 13"-23" EX PIPE 22A NCDDT CI 22 EW 18 1.50 28.0 15 5 22 CEass 'P 13"-23" NCDDT CI 22 EW 21 NCDDT CI 22 403.64 402.27 401.93 35.35 18 rC 0.96 UTILITY EASEMENTS, OR PUBLIC SPACES TO NOTIFY ALL RATIO ArChiteCtS, InC. EW 21 406.24 401.$3 401.69 14.00 30 rcp 1.00 UTILITIES TWO {2) WpRKING DAYS PRIOR TO DIGGING. 135 E Martin Street, Suite 101
FE5 17 1.25 NIA 5 4 9 Class 'A' 3" - 6" FES 2q NCDDT CI 19 NCDDT CI 19 408.00 404.51 403.12 44:,8& 18 rcp 3.10 Raleigh, NC 27601.1371
EW 18 408.02 403.02 402.88 14.00 1$ rc 1..00 NpTES: [phone] p AI_L PIPE LENGTHS ARE MEASURED FROM CENTERLINE
TEMP CONSTRUCTION ENTRANCE EX PIPE 16A 1.50 3,5 6 5 9 Class 'A' 3"-6" NCDDTCI 19 EW 1$ NW t1 4.00 N,'A 16 12 9 Class 'A' 3"-6" FES t7 MM1J6 16 MM1J6 16 401.00 395.48 394,73 45,87 18 rc 1.64 pF STRUCTURE TO CENTER OF STRUCTURE. p
EW 9 4.~0 23.7 d0 12 22 Class 'l' 13"-23" MHfJB 16 EXPIPE 16A EXPIPE 16A 398.24 39b.80 395.58 76,87 15 rcp 1.59 CONTACT NORTH CAROLINA ONE-CALL CENTER
FESS 1.25 N1A 5 4 9 Class'A' 3"-6" NCDDT CI IS NCDDT CI I4 NCDDT C) 14 395.25 390.60 3$2.95 215.00 15 rc 3.58 PRIOR TO ANY CONSTRUCTION. (800) fi32-4949 Structural Engineer p
TEMP DIVERSION DITCH FE51 1,50 5.0 6 5 9 Class 'A' 3" - 6" NCDDT CI 14 NCDDT CI 13 NCDDT CI 13 387.81 382.$5 375,70 215.00 15 rcp 3.33 ALL STRUCTURE OFFSETS ARE MEASURED FROM CL OF LHC Structural Engineers
TEMP SILT FENCE NCDDTCII3 NCDDT CIIO Nofe: Apron sizing based on NYDOT Chad NCDDT CI 12 NCDDT cl 10 NCDDT CI 10 380.35 375.80 371.85 215.00 i5 rc 1.74 ROAD TO CENTER OF STRUCTURE 1015 Wade Avenue p
~ TEMcP TREE PROTECTION FENCE NCDDT CI 10 386.87 381.50 371.85 290.72 15 rcp 3.32 Raleigh, NC 27605
HW 11 NCDDT CI 1fl NCDDT CI 1U 377.46 372...41 371.$5 14:00 48 rcp 4.00 (919} 832-5587 EW 9 377,59 371.75 370,74 45.12 48 cmp 2.24
ALL EROS€ON CONTROL MEASURES SHALL BE ALL ADJACENT STREETS NCDOTCI10 EW 9 CONSTRUCTION SEQUENCE INSPECTED AND MAINTAINED AFTER EVERY RAIN WILL BE KEPT CLEAN AT FESS NcpoTCl4 NCDDT CI 4 396.96 393.50 391.30 86.79 15 rcp 3.29
EVENT AND ONCE PER WEEK. THE CONTRACTOR ALL TIMES OR A WASH NCDDT CE 4 NCDDT CI 3 NCDDT CI 3 395.87 391.20 388.06 314.19 15 rcp 1.00 Plum6inglMechanicallElectricallCivil
OR THE OWNER SHALL CONDUCT INSPECTIONS STATION WILL BE REQUIRED. 1. OBTAIN GRADING PERMIT; APRE-CONSTRUCTION CONFERENCE MAY BE REQUIRED NCDDT CE 3 NCDDT CI 2 1N COMPLIANCE WITH NADES REQUIREMENTS PRIOR TO ISSUANCE OF GRADING PERMIT T 1 NCDDT CI 2 392.34 387.96 386.14 259.35 15 rcp o.io The Wooten Company
AND RECORDS OE THOSE INSPECTIONS SHALL 2. REMOVE EXCESS TOP501L FROM SITI=, INITIALLY; NCpD C 2 FES 1 FES 1 391.15 386.04 385.66 52.00 18 rcp 0.69 120 North Bo Ian Avenue Y
BE KEPT AVAILABLE ONSITE. 3. INSTALL ALL EROSION CONTROL MEASURES AS SHOWN; INSTALL DIVERSION SWALES, Raleigh, NC 27603
CHECK DAMS AND SILT FENCE, INITIALLY; ADD INLET PROTECTION AS STORM DRAIN (919}828-0531
SYSTEM 1S CONSTRUCTED CHANNEL SCHEDU 4. OBTAIN CERTIFICATE OF COMPLIANCE THROUGH ON-SITE INSPECTION BY EROSION SCHE~ULE
CONTROL OFFICER; ption Side bottom Runoff intensity Drainage Q9Q Velocity Area Hydraulic Normal Sheaf *Lining Civil En ineerlSurve or
5, PROCEED WITH GRADING; Channel Description Side 6. SEED AND MULCH DENUDED AREA WITHIN 30 DAYS AFTER ANY PHASE OF GRADING; ID Slope Slope 51ope('!o} Coeff (inihr) Area {aai (cfs) (fps (sfj Radius (ft) Depth(tt} 5tiess(psf}
STABILIZE CUT/FELL SLOPES WITHIN 15 DAYS OF ANY PHASE OF GRADING; ESTABLESH 27.1 V-Ditch. 2:1 ° Bass, Nixon & Kennedy, Inc. tclt 2:1 2.00/0 0.65 7.22 8.20. 38.5 9,25 4.16 0.65 1,44 1,80 0125 {Staple D)
PERMANENT GROUND COVER WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS, 26.2 V-pitch 2:1 tch 2:1 1.20°1a 0.,65 7.22' D.34 1.6 1,50 1,04 0.32 0.72 0.54 S75 Sta le D 6310 Chapel Hili Road, Suite 250
WHICH EVER IS SHORTER; 26,1 U-Ditch 2:1 7. MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND DOVER IS { p ) Ralei h NC 27607 tch 2:1 2.10°fo 0.65 7.22 1.02 4.8 2.70 1.78 0.42 0.94 1.24 S75 (Staple D) g ' (919) 851422
ESTABLISHED; 20.1 V-Ditch 2:1 tch 2:1 3.20°/n fl,85 7,22 1:36 6.4 3.65 1.75 0.42 0.94 1,87 SC150 (Siaple D)
8. REQUEST FINAL APPROVAL BY EROSION CONTROL OFFICER; 16.2 V-Ditch 2.1 9. REMOVE SOIL EROSION CONTROL MEASURES, ANp STABILIZE THESE AREAS. 16.1 V-Ditch 2;1 tch 2;1 2.$0°/0 0,65 7.22 0.74 3.5 2.65 1.32 0.36 0.81 1..42 S75 (Staple D)
tch 2;1 1.10°I° 0.65 7;22 0.21 1.0 1.28 0.78 0.2$ 0.63 0.43 S75 (Staple D)
9.2 V-Ditch 2:1 TOTAL DENUDED AREA: 7.9 ACf WATERSHED: MIDDLE CREEK 9.1 V-pitch 2:1 tch 2:1 3.90°/° 0.65 7.22 1:07 5.0 6.03 0.83 0.29 0.64 1. 7 Roofing Consultant 5 C125 (Staple D) tch 2:1 4.80°fa 0,85 7.22 0.41 1.9 2.77 0..89 0..26 0.59 1.75 SC150 sta le D Stafford Consulting Engineers
1.2 V-Ditch 2:1 ( P ) tch 2:1 3..70°l0 0.85 7,22 0.06 0.3 1.43 0:21 .0.14 0.32 0.75 S75 (Staple DJ 13q Edinburgh Sauth Drive
NOTE: CONTRACTOR TO REVIEW AND ADHERE TO THIS SPECIAL CONSTRUCTION SEQUENCE 1,1 V-Di#ch 2:t tch 2: t 1.50% 0,65 7.22 0.52 2.4 1,89 1.27 0.36 0.80 0.74 S75 (Staple D) Cary, NC 27511
* Note: Aii linings specdied are manufa [phone] sc~isd are manufactured by Nafh Arrrerican Green. Confractor fo use specified lining or approved equal.
Food Service
FooDesign Associates
5828 Oak Drive
Charlotte, NC 28227 [phone]
Landscape Architect
McNeely Associates
5501 McNeely Drive
Raleigh, NC 27612
1~ ~i ~ ~ [phone] 1
~ 1 ~ 1 ~ I ~ ~ 1 ~ II,, ~ 1
~ ~ 11 ~ ~ ~ i d' J 11 "11 I ~
~ ~N ~ II 1 ,i N~Nw 11 ~ N r ~ ~ Theater Consultant ~ ~ 0 ~ ~
Q x I1 1 ~.I 7 7 r 1 11 ` L. Q o Stageworks I ~ N
N a ° II ; , 1, WW ~ _ ~ 11 ~ Z 0 ~ 1100 Capital Blvd ~ WaNz
J I I ifl a 1. ~ r Raleigh, NC 27603 ) V ~ ° 919 838-2288
7 I _ 0 ~ ,h 1~ 1 Nr { ) ~ ~ W m
~ ~ .1 1 BY OTHERS I ~~V I Paz
u+ ~ ` S ~ {REFERENCE NCDDT TIP R-28146).
i ~ I TELEPHONE PED ELEC/TEL POLE , 1 TELE c . _ F~ ~ ~ f la I ~ PED I ` N C? ~ 'N
LEC L PO FENCE LE , 11 / ~ , _ l ~ U
~ , _ V4`ATER VALVE - EL E LE ~ PO 1 ~ y PU£ 20' PDE ~ a t W ~ `"~+a. - , k 's
:~YATER ~d/N * _ _ _ ,~1 4 - a , _ _ TELEPHONE PEO ~ _ 1 ELEC/TE[ (BY OTH£(+'S} ~ w, ~ ~ S
5+ ~ ~ . , - , ~ . POLE EL r ~ ELECT y9 . a a ,POLE ~ <,T~ EAL
- - - _ w I ~ - . ~ _ _ - ~ . _ S _ ~ _
\ w 1 . - z . j. ~ 4
~ ~ ~ - „ , ~ 0 ~ _ _ _ ; . _ I N _1 _
~ . . _ _L „s C _ ~ _
:.z - VALVE '~f---" GAS ELEC POLE -f , _ is _ _ ` _ ~ ti. ~ _ ~ . \ _ 00, _ 2X+UO ,
- V` BY OTHERS 1 - ( ) _ _ ' . - ---f - _ . _ 2t3fi0D _ 2g . . -1=
I . ~ ~ ' ~ ~ 1 ~ y.. - w"~;, "4. `F, - r
\ 5 :':a, r - . , ELEC POLE I ~ ~ 1 , _ . _ . . . ~~r - _._w
1, , , . / ~ ~ECEC .POLE (BY OTHERS) ~ ~ ~ ~ a; ~ ~ ~ _ ~ ~ - ~ " -
AUf _ ~ . 1 ,r, ` / a (BY OTHER' ELEC POLE 1 1 ~ ~~w _.-~~,,.,_a (8Y OTHERSJ (BY OTHERS) 1 .t 1 r L. ~ O - -
_ TBM -NCDDT MONUMENT R28148 BY2-309 ~ ' ~ ' - 0 _ - OHE~ OHE. OHE ` OHE OH ~ :OWE OHE ~ 0 E OHE + ' - _ n SHED
VERIICAL - 411.38 (NAND '88) 1 ' 1 i ,r N p 20' PDE ELEC OLE
HORIZONTAL - NAD 1983/2001 STATE PLANE COORDINATES ~ ll ; ~y 1~ PUE TEMP DIVERSION TYP. ~ I~- SHEET ISSUE 04.08.11 (8Y OTHERS) ( ) ~ ~
' ~ ` ,.y•.~1 I I (81' OTHERS) '1 . !E'RS} o Q PERM. CHANNEL 28.2 W ' G~@QC~S ~~dl~C~ o a D
1 l 11 , aoQO z Puy RIP-RAP
11 I l 11 11 1` 1 TEMP ROCK i r APRON TYP. CHECK DAM TYP. ~ ~ E U
' Il 11 ` Il ~ } ~ Q
I 1 II 11
1 1 11 11 1 ~
I l 11 11 11
1~ 11 1 I
11 11 I 11 ~
~ I 11 I 11 ~
- I1 11 11 11
1 ~ 11 1 11 1
I1 II `1
CHECKED BY
DLH
Z ~ APPROVED BY J
DLH
d
PROJECT NO,
11002
DATUM INFORMATION BNK 03.10144 COPYRIGHT NOTICE: THIS ARCHITECTU
VERTICAL: NAVD'88 AND ENGINEERING DRAWING IS G V N N~ V HORIZONTAL: NAD 1983(2001 STATE PLANE ra ' CONFIDENCE AND SHALL BE USED ONLY
COORDINATES PURSUANT TO THE AGREEMENT WITH RATIO
ARCHITECTS, INC. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE
SCALE IN FEET MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO ARCHITECTS, INC. ALL COMMON
RATIO LAW RIGHTS OF COPYRIGHT AND 0 25 50 100 150 200 OTHERWISE ARE HEREBY SPECIFICALLY RESERVED.
SHEET TITLE
ROLESVILLE ROAD
EROSION CONTROL
PLAN
SHEET NUMBER
C201

y
LEGEND RIP-RAP APRON SCHEDULE PIPE SCHEDULE NOTE: ALL CONSTRUCTION ACTIVITY MUST BE IN ACCORDANCE Owner :DUCE
WITH THE ACCEPTED POLICIES OF THE TOWN OF ROLESVILLE & Wake County Public School System
Structure da Velocity Length Width Deptti Type d30 Upstr DnStr DnStr GmdlRim6lev Up In+~rtUp InvertDn LineLen tli LineSize I~ate~al Linesio a CITY OF RALEIGH, AND UNLESS SPECIFIED, DEFERS TO THE 5551 Rock Quarry Road ~ p Ralsi h, NC 27610
? TEMP INLET PROTECTION ft s ft ft in Inlet Inlet ~ f (tP } I 1 ~ } { } Inlet (ft) (ft) (ft) (ft) (in) NCDOT STANDARDS AND SPECIFICATIONS g
NW 27 2.00 NIA 8 6 9 Class 'A' 3" - 6" HW 27 EW 26 W 26 403.00 3 .62 398.34 51:67 e .4 {919} 85D-16D4 E 99 24 r p 2 8
TEMP ROCK CHEGK qAM EW26 2.00 35.2 2q 6 22 CIasS'I' 13"-23" NCDOTCI25 NCDOTCI24 NCDOT GI 24 4-12.85 408.60 406.15 350.29 15 ~rc 0,70 IT'S TWE LAW! p AS OF JANUARY 1, 1986, NORTH CAROLINA STATE LAW
EXPIPE22A 1.50 NIA 6 5 9 C1ass'A` 3"-6" NCDOTCI24 NCDOTCI23 NCDOTC123 411.78 406.05 403,78 200.01 1S rcp 1.13 REQUIRES ANYONE EXCAVATING WITW MECHANICAL Architect
EW 21 1.50 8.2 9 5 22 Ciass 'B' 6" -13° NCDOT CI 23 NCDOT CI 22 NCDOTGI22 407,54 403,68 4D1,93 250.00 15 rcp 0.70 EQUIPMENT ON HIGHWAY RIGWTS-OF-WAY, PRIVATE NGDOTGI22 403.64 402.27 401.93 35.35 1$ rcp 0.96 UTILITY EASEMENTS, OR PUBLIC SPACES TO NOTIFY ALL RATIO Architects, Inc.
TEMP SEDIMENT BASIN FES 20 '2.50 26,8 25 8 22 Class'I' 13"-23" EX PIPE 22A NCDOT CI 22 EW 18 1.50 28.0 i5 5 22 Class'I' 13"-23" NCDOTCI22 EW 21 EW 21 406.24 401.83 401:69 14.00 30 rcp 1,0.0 UTILITIES TWO (2) WORKING PAYS PRIOR TO DIGGING. 135 E Martin Street, Suite 101
FES 17 1.25 N/A 5 4 9 Ciass 'A' 3" - 6" FES 20 NCDOT CI 19 Raleigh, NC 27601.1371 NGDOT CI 19 406.00 404.51 403.12 44.88 18 rcp 3.10
EXPIPE 16A 1.50 3,5 6 5 S Class'A' 3"'-6" NCDOTCI I9 EW 18 EW 18 408.D2 403,02 402.88 14,00 18 rc 1.00 NOTES: {919} 821.08D5 p ALL PIPE LENGTWS ARE MEASURED FROM CENTERLINE
TEMP CONSTRUCTION ENTRANCE HW 11 4.00 NlA 16 12 9 Class 'A' 3" - 6"' FES 17 MHI~JB 16 MH1J816 401,00 395.48 394.73 45.87 18 rc 1.64 OF STRUCTURE TO CENTER OF STRUCTURE. p
EW 9 4.:00 23.7 40 12 22 Class'I' 13"-23" MHlJB 16 EXPIPE 16A EXPIPE 16A 398,24 39x,$0 395.58 76.87 15 rcp 1.59 CONTACT NORTW CAROLINA ONE-CALL CENTER
FES 5 1.25 NIA 5 4 9 Class 'A' 3" - 6" NCDOT CI 15 NCDOT CI 14 NGDOTCI 14 395.25 390.60 3$2.95 215.00 15 rC 3,56 PRIOR TO ANY CONSTRUCTION. (800} 632-4949 Structural Engineer p
TEMP gIVERS10N BITCH FES 1 1.50 5.0 8 6 9 Class'A` 3" - 6" NCDOT CI 14 NCDOT CI 13 NCDOT CI 13 387.61 382.85 375.70 215.D0 15 rcp 3.33 ALL STRUCTURE OFFSETS ARE MEASURED FROM CL OF LFIC Structural Engineers
TEMP SILT FENCE NCDOT CI 13 NCDOT CI 10 'Nate: Apron sizing based on NYDOT Chart NCDOT CI 12 NCDOT CI 10 NCDOT CI 10 38D.35 375.60 371.85 215.OD 15 rcp 1.74 ROAD TO CENTER OF STRUCTURE 1015 Wade Avenue
~ TEMP TREE PROTECTION FENCE NGDOT CI 10 385.87 381..50. 371..85 29D.72 15 rcp 3.32 Raleigh, NC 27605
HW 11 NCDOT CI 10 NGDOT CI 10 EtN 9 NCDOT CI 10 377,46 372,41 371:85 14.D0 48 rc 4.D0 {919} 832-5587 p EW 9 377.59 371.75 37D.74 45.1.2 48 cmp 2.24
ALL EROSION CONTROL MEASURES SHALL BE ALL ADJACENT STREETS CONSTRUCTION SEQUENCE INSPECTED AND MAINTAINED AFTER EVERY RAIN WILL 8E KEPT CLEAN AT FESS NCDOTCI4 NCDOT Cl 4 396.96 393.50 391.30 66.19 15 rcp 3.29
EVENT AND ONCE PER WEEK, THE CONTRACTOR ALL TIMES OR A WASH NCDOT C14 NCDOT CI 3 NGDOT Gl 3 395,67 391.20 388.06 314.19 15 rcp 1.00 PlumbinglMechanicallElectricallCivil
oR THE OWNER SHALL CONDUCT INSPECTIONS STATION WILL BE REQUIRED. 1. OBTAIN GRADING PERMIT; APRE-CONSTRUCTION CONFERENCE MAY BE REQUIRED NCDOTCI3 NCDOTCI2 IN COMPLIANCE WITH NPDES REQUIREMENTS PRIOR TO ISSUANCE OF GRADING PERMIT NGD07GI 2 392.34 387.96 386.14 259.35 15 rcp 0.70 The Wooten Company
AND RECORDS OF THOSE INSPECTIONS SHALL NCDOT CI 2 FES 1 2. REMOVE EXCESS TOPSOIL FROM SITE, INITIALLY; I=ES 1 391.15 396.44 385.68 52.00 18 rcp 0.69 120 North Bo fan Avenue Y
BE KEPT AVAILABLE ONSITE. 3. INSTALL ALL EROSION CONTROL MEASURES AS SHOWN; INSTALL DIVERSION SWALES, Raleigh, NC 276D3
CHECK DAMS AND SILT FENCE, INmALLY; ADD INLET PROTECTION AS STORM DRAIN SYSTEM IS CONSTRUCTED CHANNEL SCHEDU! (919}828-0531 SCHEDULE
4. OBTAIN CERTIFICATE OF COMPLIANCE THROUGH ON-SITE INSPECTION BY EROSION
CONTROL OFFICER; Channel Description Side p6on Side Bottom Ru?~off Intensity drainage Q10 Velocity Area Hydraulic Normal Shear Lining Civil EngineerlSurveyor
5. PROCEED WITH GRADING; 6. SEED AND MULCH DENUDED AREA WITHIN 30 DAYS AFTER ANY PHASE OF GRADING; ID Slope Slope Slope (°la} Caeff ~(inthr'I Brea{act ~(e~ts) (fps) (sf) Radips,(ft;~ Dep#h~,(ft) Stress~lpsfi
STABILIZE CUT/FILL SLOPES WITHIN 15 DAYS OF ANY PHASE OF GRADING; ESTABLISH 27.1 V-Ditch 2;1 Sass, Nixon ~ Kennedy, Inc. tch 2;1 2.00°!° 0.65 7,22 8;20 38.5 9.25 4.16; 0.65 1.44 1.80 6125 Stapl~~e0). 31D ha
PERMANENT GROUND COVER WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS, .26.2 V-hitch 2:1 tch 2:1 1.20% 0.65 7.22 0:34 1.6 1,54 1.Od 4.32 0,7.2 4.54 575 Sta !e D 6 C pel H1ll Road, Suite 250 ( p ) Ralei h NC 27607
WHICH EVER IS SHORTER; 26.1 V-Ditch 2:1 7. MAINTAIN 501E EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS tch 2:1 2.10°!0 0.65 7.22 1;42 4.8 2.70 1,78 0.42 0.94 1.24 S75 (Staple D} g ' {919} 851-4422
ESTABLISHED; 20,1 V-.Ditch 2:1 tch 2:1 3.20% 0'.65 7.22 1:36 6.4 3.65 1.76 0.42. 0.94. 1,87 SG150 Staple D}
8. REQUEST FINAL APPROVAL BY EROSION CONTROL OFFICER; 16.2 V-Ditch 2:1 9. REMOVE SOIL EROSION CONTROL MEASURES, AND STABILIZE THESE AREAS. 16.1 V-Ditch 2:1 tch 2:1 2.8D°/° 0.65 7.22 0,74 3.5 2.85 1.32 0.36 0,81 1.42 S75 Staple D)
9.2 V-Ditch 2;1 tch 2:1 1.10°/° 0.65 7.22 x;21 1.0 1,28. 0.78 0.28 0.63 0.43 S75 (Staple D) Roofin Consultant tch 2;1 3,94°/0 0.65 7,22 1.47 5.0 6.03 0.83 0.29 0,64 1.57 G125 Sta ieD g
TOTAL DENUDED AREA; 7.9 ACS WATERSHED: MIDDLE CREEK 9.1 V-Ditch 2:1 ( p ) tch 2:1 4.8D°/o 4.65 7.22 0':41 1.9 2:77 0,69- 0.26 0.59 9.75 SC150 Sta le D Stafford Consulting Engineers
1.2 V-Ditch 2:1 tch 2:1 3.70°I° 0.65 7.22 D:06 0.3 1.43 0:21- 0.14 0.32 4,75 S75 (Staple D) 13D Edinburgh South Drive
*NOTE: CONTRACTOR TO REVIEW AND ADHERE TO THIS SPECIAL CONSTRUCTION SEQUENCE 1,1 V-Ditch 2:1 tch 2:1 1.50% O.fi5 7,22 0,52 2.4 1:'89 1.27 0.36 0..80 0.74 S75 (Staple D) Cary, NC 27511
* Note: At! linings specified are manufa {919}461-8125 3cified are manufactured by North American Green. Contractor to use specified lining or approved equal.
Food Service
FooDesign Associates
5828 Oak Drive Charlotte, NC 28227
{704}545-6151
Landsca a Architect
McNeely Associates
5501 McNeely Drive
Raleigh, NC 27612
(919}782-9677
Theater Consultant
Stageworks
1100 Capital Blvd Raleigh, NC 276D3
(919}639.2288
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PROJECT NO.
11002
DATUM INFORMATION BNK03 -10144 VERTICAL: NAVD'$$ `V COPYRIGHT NOTICE: THIS ARCHITECTURAL
AND ENGINEERING DRAWING IS GIVEN IN HORIZONTAL: NAD 19$312001 STATE PLANE CONFIDENCE AND SHALT. BE USED ONLY
PURSUANT TO THE AGREEMENT WITH RATIO COORDINATES ~~ITI.
ARCHITECTS, INC. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE
SCALE IN FEET MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO ARCHITECTS, INC. ALL COMMON
0 25 50 100 150 200 RATIO LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED.
SHEET TITLE
ROLESVILLE ROAD
EROSION CONTROL
PLAN
SHEET NUMBER
C202