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C-0 TITLE SHEET
~ ca ~ E>08TN0 PROPERTY ONE JENCO CONCRETE ASSO(~ATES, INC. ; I ~ 1 z° C-1 .DEMOLITION & INITIAL. EROSION CONTROL PLAN
45 SOUTH 4TH ST. SUITE 1 II ' ~ ~ ~ 1l
BAY SHORE. NEW YORK 11706 R~Iai~Pi Easi ~ r 1) ~ k'~rporij ~ ATTN: JIM LOCHREN C-2 SITE PLAN
~ ~ ~ ~ .~`~``1 , ti 3 C-3 GRAQING, DRAINAGE AND UTILITY PLAN
OrrYEi.O~ JENCO CONCRETE ASSOgATl:S, INC. ,,3 ~ ~ ~ C-4 EROSION CONTROL PLAN
45 SOUTH 4TH STREET ` 1,.,~.:-. ~ ~\.~h I BAY SHORE, NEW YORK 11706 . ~ ~ -
j ~ Rock ATTN. ~NM LOCMREN . C-5 CONSTRUCTION DETAILS
l . i f ' ~711r. `"4,
ti4_ PROJECT C-6 STORMWATER MANAGEMENT DETAILS
GYL KIMLEY-HORN AND ASSOCIATES, INC. r POST OFFlCE BOX 33066
636 r ;~r ~C RALEIGH, NORTH CAROLINA 27 - C-7 EROSION CONTROL DETAILS
PHONE: [phone] ~ ~ C-8 WATER & SEWER DETAILS
FAX. [phone] ' to
ATTN : JEFFREY J. WING, P.E. ~ ~ - _ JASON C. ALLEN P.E I ~ ~ LA-1 LANDSCAPE PLAN
l.A~D6GAPE ~ KIMLI:Y--HORN AND ASSOgATE INC.
POST OFFlCE 60X 33066
RALEIGH, NORTH CAROLINA 27636
PHONE: [phone] ( )
~ FAX: [phone] ( ) ATTN.: ~REMY S. ANDERSON, RLA ,
LOCATION MAP
I~T.S ncr.~
BuiVEYQRr 1NE CHANOLI~ GROUP
7621 PURFOY ROAD, SUITE 201 FUQUAY-VARINA, NC 27526
PHONE: [phone]
FAX: [phone]. I
ATTN: JOHN CHANDLER REVISIONS
® 03/12/08 CONSTRUCTION PLANS JCA
1Q 09/28/07 WAKE COUNTY REVIEW COMMENTS CMO
N0. DATE DESCRIPTION 8Y
This document, together with the concepts and designs wrae~~ia®
PREPARED IN THE- OFFICE OF: presented herein, as an instrument of services, is intended C~~~~i'~s
only for the specific purpose and client for which it was ~
prepared. Reuse of and improper r~iance on this document e`'~ ~
without written authorization and adaptation by Kimley-Hom and Aasociotea, Inc. shall be without liability to Kimley-Horn ~
and Associates, Inc.
48 • 0 495
Copyright Kimley-Hom and Associates, Inc., 2008
_
~ • V~¦ ¦rf ~rrr rVr\rr¦
DALE: KHA PROJECT NO,
P.O. BOX 33068 - RALBCiI-I, NORTH CAROLINA 27636-3068
PHONES [phone] FAX= [phone]
AUGUST 3, 2007 012858000

Z
II III 1 1 I I I / / , / ~ ~ ~ I II ) I I ~ ! l / / / / ~ ~ 1 ~ \ \ \ \ \ ~
IIIII I I / 1 / ~ ~ I I I 1 TREE ROTECJfION / / / / / ~ \ \ cS`\I/ ~ \ \ \ 1 \ 1 1 ! ~ GENERAL NOTES
IIIII I I I 1 / FENC , TYP / / 1 . • \ \ 1 I W \ \ / / / / / / ~ I 00\ \ 1 1 1 ~ ~ \
I I\ I i I I t I 5 I~ ~ ~ 1 , IIII ~ ,11 I ~ / / / ! / ~ \ \ \ \ ~ 1 , o I 1 1 I I 2 h //l ~ 1\ ~ ~ 1\ 1 _ ~ IIII I I ~ I I I I >m~IITS oy a l I a / J ~ \ ~ 1 ~ \ ~ \ ~ - SETBAOK ING \ ~ \ \ /
W I I I I( / DISTURBANCE/ TYP. N 1 ~ 1 2 j 1 ~ ' ~ 1. ALL PRIMARY UTILITIES DISCOVERED DURING CONSTRUCTION THAT SERVE \ ~ ~ ' ~ ~ ACI1VITlES OTHER THAN THE SITE SHALL BE PROPERLY PRESERVED AND
1l l \ I ~ / / / / ~ z I~ I ! r II 11` ~ ~ 1 I I ~ I t' ( / 1 1 PK N 1 I / / , ~ ~Pl 3 ~ ~ ~ ~ ~ ~ PROTECTED. III
I I I I 1_ 1 ~ it II \ ` - ' ~ IPS 2. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER AND ENGINEER
I I I l '7'I Q.~ o I \ I 1 \ i I l I I / I I ~ \ ~ ~ ~ ~ ANY UNFORESEEN OR ADVERSE CONDITIONS, INCLUDING UNCHARTED UTILITIES, j
o 11 l I I i l 1.1 1 1 \ o hi ~ ~ ? I \ IJIII I 1 t \ 1 \ ~ ~ ~ ~ DISCOVERED DURING CONSTRUCTION.
~ 1 1 ~ I_ \ II I II I i I M i ~ ~ 1 i-1 \ ~ \ ~ ~ ~ 3. THE CONTRACTOR SHALL CONFIRM LOCATION, DEPTH, SIZE, AND INVERTS OF
I I ~ ~I / l I / / ~ I \ t \ III I / N11~ 1 / / / / / 11 \ I I t , 1 \ \ EXISTING STORM SEWER, WATER, AND SANITARY SEWER LINES PRIOR TO START
~ I I Q / / I 1 ~ I I I I III I r-/ / L/ I I I 1 1 \ \ I 1 1 1 \ I I 10 / / / / / , I I I 1 \ ~ I\ W ~ OF WORK.
II I \ / o ~ I I I 11~ ~1 ? 1 1 I I I I / 1 .~XIS'tIN GQTA~IQN INSI ' / JJ / 1 1 \ \ III / ti \ \ \ ~ \ I ~ M 4. SEE EROSION CONTROL PLAN FOR CONSTRUCTION SEQUENCE.
~ I ( ~ ~ / ~ / / E lION ENC / J I EXISTING ROCK OUTCROP I I 111 / / ~ / I I O B R M 0 LIMITS 1 1 1 \ 111 11 \ / / / /T'0 E E OV,eD, / I T E E OVED T 1
III I ~ / / / / / ~ 1 I I I OF DISTURBANCE I ~ N ~ IIIII I EXISTING CHECK DAM / / / / / / / / / / I ~ ~ ~ ~ 1 I
~ I / ~ / I ) 1 I I 1 ENT LLC. (I I I I I I TO BE REMOVED / / / / ~ / / / • 1 ~ I ~ ~ ~ I 1 \ \ LLS DEVELOPM ? I JE CO A 0 IA 1 / 1 I ) \ ~ ~ ~ MAPPING SOURCES
WENDELL FA I / ~ PROPOSED BYPASS PIPE I II / / / / I/•'. I t 1 1 PG 2624 III I I ~ I / D 12'47 ~ 829 / / / . ! TO BE INSTALLED PRIOR 1 I DB 11755, I / ~ / / \ ~ v~
I / / 1 I I ( I / / / J TO CREEK DISTURBANCE.. t 1 \ ~ 503 M I I i I \ / P 1G: h 7 / / f 1 1 \ \ ~ 1. EXISTING CONDITIONS BASED ON BOUNDARY & TOPOGRAPHIC SURVEY OF LOT 11 ~ 1 ( RR RI THOMPSON INDUSTRIAL PARK, 12/27/20Q6, COMPLETED BY THE CHANDLER
AIN:1764849 I ( / 4 6 / I SEE GRADING, DRAINAGE I III \ / / / / , 1 IIII UIILIN PLAN FOR \ . ~ GROUP. THE EXISTING PROPERTY LINE IS DEEDED TO CENTERLINE OF THREE
~ \ I EXISTING TREES TO ~ / i / DESIGN DETAILS ~ IIII TEMPORARY I i / / / ~ i ~ I ' ' 1 \ ~ \ ~ ~ SISTERS ROAD.
( I I i BE REMOVED WITHIN D VERSION / ~ / / I , I I I~ II ( I I •DITCH TO BE INSTALLED / / / ~ EXISTING CREEK / / \ \ I ( 1 PROlEC110N AREA ~ / / / ~ / J I I \ \ ~ ~ ~ 2. LIMITS OF NON-FLOOD HAZARD PRONE SOILS BASED ON THE SOILS EVALUATION
II 1 ~ I / DURING INITIAL CLEARING L / i ~ SEE MAPPING I 1 \ I IIIII 1 ~ ~ FOR FUNRE ! / ~ / f I ~ ~ \ ~ , PREPARED BY S&EC ON SEPTEMBER 9, 2003.
TEMPORARY I I I DRIVEWAY AND BYPASS PIPE • t / / { SOURCES NOTES 1 \ ~ ! INSTALLATION, TYP. / / / / CONSTRUCTION ~ \ / , ~ , f , 1 / { I ~3 & ~4} I 1 \ /i h \ \ ~ \ ~i~ i ~ ~i 3. NORTH CAROLINA DIVISION OF WATER QUALITY ISSUED AN ONSITE
1 III / i / / ENTRANCE rr nn \ INSTALL TEMPORARY J ( / 1 I I' \ i DETERMINATION ON MAY 13TH 2002 STATING THAT THE EXISTING ONSITE
i vJ I I J / ~ I I ~ i I I III I STREAM CROSSING / l { 1 1 \ i I I ~ / 1 1 ~ 1 1 ~ ~ ~ ~ ~ ~ CREEK IS NOT SUBJECT TO NEUSE BUFFER RULES.
I it ~ I \ ~ WITH 2-3s cMP s a / 1 \ I i i II I ~ / / N 1 1 \ \ ~ ~E~~ ~ ~'i / ~ i~ ~ i 2 4. UNITED STATES ARMY CORP OF ENGINEERS CONDUCTED A SITE VISIT ON
~ ~ III , v ( ) ~ , I I I / 1 k ~ III ~ ~ / / ~ I / 1 1 g~ ~ ~ Q~ i/!ice i/i ~ ~ JANUARY 23, 2007 AND DETERMINED THAT THE EXISTING ONSITE CREEK IS AN 6pUw ~%i'%i~, iii f J INTERMITTENT UNIMPORTANT STREAM CHANNEL
~ II ~ / / / I / 1 \ 6. hl I / I \ \ ~
I III III / 1 I I ~ 1 II \ i ~ / I \ n 2 I I 1 / / / / / h I 2:1 TEMPORARY CUSTOM 1 \ \ ~ ~ ~ o ~
I IIIII I t / / / I \ / ~ rn \ EXISTING CHECK DAM / / / I ~SLO~E 1 SEDIMENT BASIN #2 V ~ i/~
j I I I I i WITH BAFFLES PER S ~ vJ I I TO BE REMOVED / / / / / I i \ \ \ //i i III I I l / ~ ~ ~ FOP RR RI /ice i/ice i~
I I I L / / / / \ DETAILS ~ i ~ ~ i 1 l / ~i ~i - Custom Sediment Basin #1
I I I I ~ l \ \ ~ ~ , i rn d 1 / I \ \ i t I / 1 I ./i I \ 1\ ~i i~ i ~ ~ SURFACE AREA REQUIRED 1,332 SF
~ I ~ I EXISTING TREES TO I \ 1 P \ ~ % i \ C ~ , I I BE REMOVED WITHIN I I ~ t N \ i ~ I, I I \ ~ s \ i~ /ii / j ~ i SURFACE AREA PROVIDED 1,800 SF ~i, i
Z1 I PROTECTION AREA I i ~ 1 \ 1 0 \ \ / ~ ~i " VOLUME REQUIRED 1,908 CF
c~ I ~ ~ 1 I FOR FUTURE SEPTIC I I I \ ~ /i /i, ~ I II I I FlELD I 1 1 \ \ \ / „ ~i ~ / VOLUME PROVIDED 3,094 CF
I I I i I I \ \ \ , p~ ~ ~ ~ //i NON-FLO / NON-FLOOD HAZARD ~ STORAGE DEPTH 2.5 FT
n 11 11 I 1 ~ 1 \ / / I I i / I I 1 I \ ~ ~ \ i, / PRONE S I I I I I I ( SILT FENCE TO BE INSTALLED ~j \ ~ ~ 6~j, PRONE SOILS, TYP. / TOP OF BERM 69 x 39 FT 256.00
• ~ I \ ALONG BOTH SIDES OF CREE ( \ I ~ Ncs 6 ti / I I K \ ~ i/ / \ I I 1 1 I I I ~ EMGY. SPILLWAY LENGTH 5 FT 254.50
DURING INITIAL CLEARING AND V t 1 \ ` 1 i ,f~// I i ) 1 ~ / \ ~ ~ ~ ~ I I I I \ BYPASS PIPE INSTALLATION I I \ / i BOTTOM OF BASIN 45 x 15 FT 252.00
I ~ - I I J 1 ) I I I I / / , I I I III \ 1 / / ~
i l ~ I I • III I I I 1 1 i
I i I I ( I I I I I l ~ i III i I I \ I \ ~ I I 1 1 i Custom Sediment Basin #2
I I~ i I 1 1 1 III I I ~ TEMPORARY CUSTOM o V / I I I I ~ / ~ I 1 1 / / / SURFACE AREA REQUIRED 1,508 SF
N I I I SEDIMENT BASIN ~1 5 SPILLWAY i :1 I I / III I I ~ _ ~ ~ / i OT i I I / WITH BAFFLES PER 1 ELEV-254.50 LO E I ~ , NC D / SURFACE AREA PROVIDED 1,800 SF
I i I 1 1 ~ I I I I DETAILS 1/ I I I I 1 1 / ! ~ / RA VERSE STATION / ~ I I I ~ I 1 / ~ , T VOLUME REQUIRED 2,160 CF
~ CTI I I I I / ~ I I 2;~ I I ) / BY104-2 VOLUME PROVIDED 3,094 CF
J I I I l i ~ I I 1 S V I I I I I ~ 'v SLOPE I / / / ~ STORAGE DEPTH 2.5 FT
~ I I / cn / / ~ / I I I I ~ I I u, / ~ / i ~ I I I ~s I ! / ! / I I III o I I I / 1? ~ . / TOP OF BERM 69 x I 39 FT 256.00
RCP 1 I I ~ ~ / ~ 24 , I 11 ~ I /l, //i/ / / / EMGY. SPILLWAY LENGTH 5 FT 254,50
= 57.95 I 111 ~ I i / ~ j INV 2 11 -.---2so--- I 1 I~ / 1 ~ ~ ~ ~ ~ CONTRACTOR IS RESPONSIBLE BOTTOM OF BASIN 45 x 15 FT 252.00 ONSIBLE
IIIII \ III ~ . - - - J / / ~ / 0x45 x24 THICK i I I r 1 ~ ~ / / FOR PROlECT1NG EXPOSED I ~ I AI / / RIP RAP APRON. OSED
I I \ II I ~ ~ / / / , PIPE DURING CONSTRUCTION W I I I I( / CLASS 1 STONE 1CTION PLACED.
III \ I I I ~ 50' TRE€-8c. ~ / ~ , BEFORE FlNAL FILL IS PLACED. Z I I I\ I 1 \ { I • / - J / ON FILTER FABRIC I ( I I ~YG~ETATION ~ I I / / , /
.._I / I1 i / ~ V) I I I I II / PROTECTION AREA \ I I I / / ~ ~ ~ / \ ~C / / / /
II ~1 v / / s I I ~ 1 / / / I
O ( I \ COMBINA'1T SILT`, ~ - \ / / / / EXISTING TREES TO II I I ~ 3; / / / I
~ / /6 I t ` _ _ FENCE/TREE \ C P / / , BE REMOVED WITHIN \ _ ~ _~.O 1 / ~ ~ ~ ( EXISTING ` ~ PROTECTION I /j/// / PROTECTION AREA
I Iql I ~ I n \ DRfAN7KGE~ , TYP. / / FOR FUTURE SURVEY LEGEND
24 RCP 1 II 1 \ ' N . \ SWALE ~ \ C' , / / / STORMWATER I ~ / N V=256.9 I t cv I p IIIII I \ ~ ~ \ 1 ~ / / /i
I 1 ~ / / / / MEASURES I _ - - PROPERTY LINE
~ / _ \ \ //r / • I I d' I EXISTING \ ~ / / 1 I I I r II \ \ / / 3 ROWS OF SILT - - - EASEMENT LINE
~ 1 I I I d' I I iCHECK DAM, v / / / / \J FENCE TO BE p III IYP. 25 TREE & / / 30 MP EP EDGE OF PAVEMENT
I I I \ VEGETATION ~ / .39 INSTALLED IN CREEK \ / ~ / \ V=249 II I I I - / / / \ I~ BED PRIOR TO
~ ~ I \ EXIS]1NG EDGE PROTECTION ~ _ \ I I ( I I / //G / / \ CONSTRUCTION I I I F PAVEMENT AREA , I I ( \ I / / / RR RAW - - RAILROAD RIGHT OF WAY
I I III ~ \ / l/i/ //ii / I i / / ~ RCP=====_=__= REINFORCED CONCRETE PIPE
1 1 I I I ~ \ , //ir /r//rr FOP / I EXISTING R/W / / II I I / / RAW - - RIGHT OF WAY
1 \ 2 _ ~ / / / l I I i 5 , / / / 30 M , I 1 1 I I ~ 1 , //ii ----OHP---- OVERHEAD POWER LINE
~ 111_ I I I ~ 1 50hFi0D / / INV=246.74. I i I / l / /ii/ / I / 10l ~ I ` 1 1 I BUFFER /
z I / / / I I I I CP / ~ 1 ~ I 1 I YARD / / I I I ) I / / MINOR CONTOUR
I I! I I I ~ I 1 / / i I I I I I / / -----375---- MAJOR CONTOUR
h III I I I I / / ri / I I I I I / / / ~7~ mF• SILT FENCE/TREE PROTECTION FENCE
1 11 I I - / II I I I I I I I 1 /
1I II \ ( / i I / 1 i I l \ / TPF 1REE PROTEC110N FENCE
I I I II 1 ~ l //ri/ / / I I I I I I I / LIMITS OF DISIURBANCE
J i ~ / / III I I 1 \ / / ~ I I \ / / 0 GUY WIRE
II I 1 ~ I \ ~
I J t 11 1 / / \ /r U11LITY POLE
II ? / r \ I I / , I 1 / \ \ \ / / IPF IRON PIPE FOUND
I I/ 111 ~ \ ~ / h \ r I I \ / ~ IPS IRON PIPE SET I
I I I 1 / / I 1 / ~ //rrr ~
IIII i ,N , X11 / , ii ~ ill 0 OCP CALCULATED POINT
I I I I w~ //ii/ o I I I ~ ,d / ~ CMF CONCRETE MONUMENT.FOUND
I I ' / I I I I ~ r / MP METAL PIPE
{ I o ~ PKS PK NAIL SET
I J i I I L _ ~ I r o \ \7\ \ /i/ / 1 I 111 \ FOP FIBER OP11C POST
II al I I i o i i~ /i// 1 III ~ \ I I I I I I \
V it I \ / NF i / i I i I I /I/~//
/ I III \ \ / RTIES -LLC. 1 1 / I I ~ r CAROLYN PROPE , / I I I it / I~"' GRAVEL
I I I it / \ , ~ / / PG 1278 ~ i II \ ~ 1 / D8 11721,
! I III ~ I {1I I I \ \ / / 4750977 I / I J I y~ / P1N:176 RIP RAP
~ I III II \ I 11 I
! (III I I l ~ N ! 1 J I \ //l
1 I/I II / + V II ~ P ~ ® NON-FL000
I 6 CLF 1 I \ { J I I I i / NC DOT SOILSRD PRONE
l l I (l l \ 1 I I I o 2 / STATION,
/ J I ,h s / 0 TRAVERSE I , 1{ 1 , s / Q I! I J I ^ / I/ p Y104-3 EXISTING TREE
I J 1 J ~0 1 r /l 8 .M / I I/ ~ ~
I r(/ / / l//l Q
I I / ! ! ~i/ I iJi ~ 1 / /l/l ~ GRAPHIC SCALE
Ilf / / / ~ / ~ l 1 l l~ 0 ~0 0 20 ~0 8D 18D
i / I ! /l l /llI
I X11 ~ / w I / / ~
( ]N FEET )
/ l// ~ 11 11 w 11 ~ 11 Il 1 inch = 40 fL
I / lI /l ~ k 1 / ~ l 11 l/ll w l
I / / ~ V I ~ 11 llli
I I lr. ll~r ~ ~ l
PREPARED IN TTiE OFFICE OF: CLIENT: ~~~ecasaaaaoda ~A08~3~07 PROJECT:
HORIZONTAL SCALE: JENCO CONCRETE ,PLANT
I ¦
AA\If.TI',IIATIA\1 111 l~lt+ A7 /.n /AA 1l,A /,1111 CONCRETE ASSOCIATES, INC.
U VUNZJ1RUt 11UIV r'LHIVJ UJ I/-/ U0 OVA VMU , p VLI%IIUAL ZGALC:
1 WAKE COUNTY REVIEW OMMENTS 09 28 07 JPK CMD Associates N A 512 THREE SISTERS ROAD
TITLE: REV No: REVISION: DATE: DRAWN BY. CHECKED BY. . I = F I and , This document, together with the concePtp and designs presented herein, as an instrument of service, is intended only for the specific purpose
Inc. 6h DEMO[ , )EM LITION w DRAWN BY: 0 & INITIAL DESIGNED JCA BY: WAKE COUNTY, NORTH CAROLINA
and client for which it was prepared. Re se of and improper reliance on this document without written authorization and adaptation by P.Q. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 Ktmley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. a. JCA
Copyright KimleY-Hom and Associates, Inc., 2008 PHONE: [phone] FAX-- [phone] EROSIOf OSION CONTROL PLAN N1~ ATTACHED REFERENCE FILES: JOB NUMBER: SHEET NUMBER: ~Zlo~ CHECKED BY. SEAL: CMD 1012858000 Cj'1

i I
I, Zi ~ ~ ~ v ~vvv-- ~ GENERAL SITE NOTES
I ~ PROPOSED DRAINAGE EASEMENT. PROPOSED PROPOSED SLOPE
I ) ~ PROPOSED SLOPE ~ PROJECTED BA EASEMENT I Z CKWATER ELVEATION FOR I - Y EASEMENT THE 100-YR STORM = 261.00. `EASEMENT ~ 1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE. LATEST WAKE COUNTY STANDARDS AND SPECIFICATIONS.
9~ r~ 25' E
mW ~ / 25' BUILDING 2. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOB SITE.
PK N ! ~ SETBACK 3. ALL SITE LAYOUT DIMENSIONS TO FACE OF CURB AND FACE OF BUILDING, UNLESS NOTED OTHERWISE.
4. FINAL ZONING AND SITE IMPROVEMENT INSPECTION SHALL BE REQUIRED ?0 VERIFY SITE PLAN COMPLIANCE BEFORE A
C ABOVE GROUND - - - - - - - - - - - - - 50' I in HC PARKING ~ TREE & VEGETATION SIGN FUEL STORAGE 71 ~ _ _ IPS CERTIFICATE' OF COMPLIANCE IS ISSUED BY WAKE COUNTY BUILDING INSPECTIONS.
PROTECTION AREA I O0 TANK DE j ( SIGNED 50' S.H.O.D.
I WHEEL STOP, BY CONTRACTOR I I BUFFER YARD 5. DETERIORATED OR DEAD SCREENING SHALL BE REPAIRED OR REPLACED WITHIN SIX MONTHS.
( ~ Q° - I f .y. _ 6. NO PERMANENT CONSTRUCTION CAN OCCUR WITHIN BUFFER YARDS, UNLESS SPECIFIED ON THE PLAN. -130 ' ~ 25' TREE & VEGETATION
I ~ ~ ~ PROTECTION AREA 7. SEPTIC TANK, SEPTIC DRAIN LINES ARE PROHIBITED IN REQUIRED BUFFER YARDS. STORMWATER RETENTION AND W i DETENTION FAC?LITIES, STORAGE TANKS FOR ANY PURPOSE, UTILITY SUBSTATIONS, AND BUILDING HOUSING COMMODITIES
I ~ OFFICE AND 8' SITE UGHTIN ~ RETAINING WAILS • BOLLARD, G, RAMP DOWN ~ ~ MAINTENANC
I ®i-r--24~•, , E BUILDING I TYp, TYP. (DESIGNED (DESIGNED BY 18 CURB A ° Q OADING AREA BY CONTRACTOR OTHERS) G 18"CURB -AND M 345 OR EQUIPMENT ARE ALSO PROHIBITED IN REQUIRED BUFFER YARDS. GUTTER TYP. ~ M 8. PROJECTED TRAFFIC COUNT BASED ON BUILDING CAPACITY AND PROJECTED ANNUAL PRODUCTION VOLUME OF 90,000
I 18 a: .WITH OVERHEAD ) 30' UTTER (T NFL STOP SIGN ••N ' ~ GARAGE DOOR ( ) I I N ^
OPMENT LLC. I I ~ a FOUNDATION N FEEDER BINS & WENDELL FALLS DEVI=L • x: PIaNTINC I ~ ' BEDS ~ CONVEYOR BELT MATERIAL ~ CUBIC YARDS. ~ ~ US-64 9 THE PROPOSED OFFICE SPACE WILL BE USED BY 3 ADMINISTRATIVE AND 5 MAINTENANCE PERSONNEL. CONCRETE
DB 11755, G 2624 I I ~ ,a (SEE LA-1) ~ DESIGNED BY R STO I 30 R .a ( A,yp CK PILE AND I
849503 ( , • NOSE DOWN END CON-E-CO) Fffp ~P LOADING AREA PIN:1764 ~ I I TYP. 3 5 OF CURB FR TO I Z I MATERIALS WILL BE STORED ONSITE. MECHANICAL REPAIR EQUIPMENT & MATERIALS WILL BE STORED INSIDE THE
'0 20X40' PLANT ~SETBACKING R R J~ MAINTENANCE BUILDING. i J
oa a ~ ~ ' a 4 • ~'S• SUPPORT FACILITY I 94' / R 10. NCDOT DRIVEWAY PERMIT IS REQUIRED FOR PROPOSED FULL MOVEMENT DRIVEWAY ON THREE SISTERS ROAD.
i rn ° • 4~ DE I CONTRACTOR TO VERIFY ~ ' I .o . e ( S GNED BY ` ' n ° ' . ' • ° ' , ' a ° • ° CONTRACTOR LAYOUT OF FEEDER BINS / . ~ ~ 11. SITE LIGHTING SHALL COMPLY WITH WAKE COUNTY UNIFIED DEVELOPMENT ORDINANCE AND WILt NOT BE DIRECTLY
I ' 4 . °i • ! 18 CURB AND ) & PLANT E UIPMENT WI PROPOSED FULL ° a ' • a Q TH VISIBLE FROM A VEHICLE TRAVELING ON US-64.
4 4 : ° v ; .GUTTER (TYP.) - MANUFACTURER PRIOR TO ' OVEMENT DRIVEWAY •.d. i M a , • CONSTRUCTING RETAINING 'u: / ~ / / 1PF 1z. MAX ELEVATION OF BUILD ING SHALL BE HEIGHT 430.10' BASED ON THE ELEVATION OF US-64 ADJACENT TO THE SITE.
e ~ CONCR TE • 4 ° • CONCRETE PLANT WALLS. ENGINEER SHALL a. PARKIN LOT ~ ELEVATION OF US-64 IS APPROXIMATELY 306.10' PER DESIGN INFORMATION PROVIDED BY NCDOT. PER WAKE COUNTY
1 I .I Q• (DESIGNED BY BE NOTIFlED OF ALL / ° ' d, ,t • • EUVERY TRUCK CON-E-CO CHANGES FROM THIS PLAN. i / / ~ LIDO SECTION 3-71-3-(B) MAXIMUM BUILDING HEIGHT SHALL EQUAL THE ELEVATION OF THE SPECIAL HIGHWAY / / (306.10') PLUS 60', AND AN ADDITIONAL 1' OF HEIGHT FOR EVERY 2' OF DISTANCE FROM THE SHOD BUFFER YARD TO
v 1 I •4 =b SCALES. ) CONVEYOR BELT. a ° THE BUILDING OR STRUCTURE. THE SHORTEST DISTANCE FROM THE TALLEST STRUCTURE TO THE SHOD BUFFER YARD
j ~ • a • (DESIGNED BY (DESIGNED BY / • OTHERS) CON-E-CO) +Q~ ~ IS APPROXIMATELY 128'. HEREFORE, THE MAXIMUM ALLOWABLE ELEVATION OF A STRUCTURE SHALL Bl
~ a' ••Q : o / •~5 HEIGHT OF 75' AT PROPOSED FINISHED GRADE ELEVATION OF 276.00' AND A TOP ELEVATION OF 351.00'.
I I d a• d' GRAVEL ~ ~P 9 ' 9~~5 01 ~ 306.10'+60'+128'/2 = 430.10'. THE TALLEST PROPOSED .STRUCTURE IS THE CONCRETE PLANT SILO WHICH HAS A
I I ~ , o ~ ~ 05' I .r 5 TRANSITION P~ Q S ,6 251 / ~ 13. SOLJD WASTE WILL BE HANDLED BY A PRIVATE COLLE
( . ~ TO FLUSH CUR ~ q0~' / MAINTENANCE BUILDING. CTION SERVICE WITH CONTAINERS. LOCATED INSIDE THE
PROPOSED GROUND I • 4 TRUCK WA y ' GN DESIGNED BY ~ 4° ' ° SH •,q, ~ 25 BUILDING ( ~ I o ' m DOWN AREA ILDING / RR Rl 14. PRRTRANS 5000S PH MONITORING SYSTEM DESIGNED BY OTHERS. CONTACT BOB COOKE AT [phone] FOR
~ SETBACK ~ CONTRACTOR) p I FORTRANS 5000S ;K ~ ODUCT DATA AND INSTALLATION INSTRUCTIONS.
~ ~ TRUCK PH MONITORING I PARKING ~ 15. SEE STRUCTURAL PLANS BY ROSS LINDEN ENGINEERS FOR AGGREGATE PIT, SETTLEMENT CHAMBER, RETAINING WALL
•U I SYSTEM CP C . I / / i AND PLANT EQUIPMENT FOUNDATION DESIGN. i
~ I I ONCRETE AREA SHALL j ~ O I I REMAIN AS GRAVEL UNT1L 16. SEE PLANS BY CON-E-CO FOR ALL CONCRETE PLANT EQUIPMENT DESIGN, DIMENSIONS, ELEVATIONS, ETC.
n ( CONCRETE PLANT IS ~ ~
i I OPERATIONAL CONCRETE + Dc6 ~ ~7 WILL BE POURED 0 CONCRETE s0• ~ 6 , ' PROJECT DATA SITE DATA TABLE
i NSITE FLUME CONCRETE •~j I ONCE PLANT IS IN FLUME . / ~ .y / TOTAL SITE AREA 5.97 AC
i ~ OPERATION. 6 9 I ~ ~ ! / ~ STREET ADDRESS 512 THREE SISTERS ROAD
I I AGGREGATE PIT & ~ ~ KNIGHTDALE NC 27545
I EXISTING SETTLEMENT / PARCEL IDENTIFICATION NUMBER PIN 1764-75-7306
~ ~ i I RIGH - - CHAMBER (DESIGNED ~ I T OF WAY I BY ROSS LINDEN i ~ ~
~ ENGINEERS II ) N DESCRIPTION LOT 11 THOMPSON INDUSTRIAL PARK ' ' SITE LEGEND PROPOSED BUILDING OFF CE & 163 432 SF
I STORMWATER MAINTENANCE BUILDING
AREA OF PROPOSED MANAGEMENT POND / ~ 25' TREE AND NC DOT sIGN PARKING REQUIRED 8 OFFICE & MAINTENANCE BUILDING REGULAR
SEPTIC SYSTEM i vECErATION TRAVERSE STATION ~ (DESIGNED ~ CP PROTEC 0 PAINTED TRAFFIC ARROW SPACES BASED ON 1 SPACE/2 EMPLOYEES PLUS 10
V I I ~ N -2 BY S&EC) AREA B Y104 TRUCK SPACES, 1 PER CONCRETE TRUCK. INCLUDING HANDICAP PARKING sPacE HANDICAP ACCESSIBLE PARKING SPACE.
~ I / /
680' SIGHT ( ~ ~ ~ ® HOURS OF OPERATION M-F 7: OOAM-6: OOPM SAT 7: AM-12: OOPM PROPOSED PAVEMENT STRIPING PARKING PROVIDED 14 SPACES INCL. 1 HC AND 10 TRUCK SPACES
I DISTANCE I
LINE , TYP. I 6 SO• PROPOSED CURB AND GUTTER MAXIMUM OF EMPLOYEES 15
i / ~ G,n s I ~F •y
I •o / ~ •o ~ I / q~ . 20 PROPOSED PARKING SPACES ZO
I I / 0 NING INFORMATION
i I 50' TYPE 'A' PROPOSED CONCRETE PAVEMENT EXISTING ZONING I-2
I ~ BUFFER YARD / i I EXISTING USE VACANT, UNDEVELOPED
! I ~ I / I PROPOSED EASEMENT MIN. LOT SIZE 10,000 SF OR 0.23 AC.
~ ~ / ~ h
I ~ N . . , O / ~L , - - PROPERTY LINE PROPOSED INTENSITY MEDIUM INTENSITY -NON-RESIDENTIAL
f I ~ / ~ ti - - BUILDING SETBACK LINE/TREE & OVERLAY DISTRICT: SPECIAL HIGHWAY OVERLAY DISTRICT SHOD
• I~ h h ~ VEGETATION PROTECTION AREA BUFFER YARD: 50' SOUTH AND EAST BOUNDARY S.H.O.D.
~ ~ ti / ~ o I - euFFER YARD TREE PROTECTION AREA; 25' SOUTH AND EAST BOUNDARY
II / ~ cn / / I / p-o PROPOSED sITE uGHTING REQUIRED BUILDING SETBACKS 50' WEST BOUNDARY
j FRONT: 50'
~ I / SIDE: 25'
! i I ~
/ ~ / 1 I REAR: 25'
I I / I MAXIMUM BUILDING HEIGHT 75' (TOP, CONCRETE PLANT SILO ELEVATION 351.00')
I ( CP MAX ALLOWABLE BUILDING MAXIMUM ELEVATION OF BUILDING IS 430.10' BASED ON
~ / i I - - HEIGHT PER SHOD THE ELEVATION OF US 64 BYPASS. SEE SITE NOTE #12.
f,r-- FLOOR AREA RATIO (FAR) TOTAL FLOOR AREA: 0.11 AC. 4,800 SF
I CALCULATIONS: TOTAL SITE AREA: 5.97 AC. 259 923 SF
i I t FAR: 0.018 4800 SF 259,923 SF)
I i / IMPERVIOUS COVERAGE: TOTAL IMPERVIOUS AREA: 2.20 AC. 95,858 SF
I I ~ ~ v.~`~, DELIVERY TRUCK ( ~ / I ~ ~ TRAFFC PATH (TYP.)
, ; ~ ~ IMPERVIOUS:: 36.88%
I V ~ ONSITE EASEMENTS: NONE -PROPOSED DRAINAGE EASEMENT
I • • FROM ADJACENT PROPERTY
I I x. , I ~ 3;'
/ ~ a' I ~ / I N . 4 r ROADWAY INFORMATION
. • I h h ' .TRAFFIC IMPACT ANALYSIS NOT REQUIRED
.h 0 ' ~ - W' ,~0 0 ry i1 / DRIVEWAY ACCESS THREE SISTERS ROAD MINOR THOROUGHFAR
a ~ . N r% ~ ( E) OFF-SITE IMPROVEMENTS N/A
I ~ i / ~ / ~ ,y. ~ TRAFFIC GENERATION DATA DAILY MAX EMPLOYEES: 32
/ \ .
I ~ ~ ~ ~ I ° 1 DAILY MAX CONCRETE PRODUCTION: 39
I NSF CONCRETE TRUCK 050 TOTAL DAILY MAX: 71
i RTIES LLC. TRAFFIC PATH CAROLYN PROPE. , / X69 UTILITY AVAILABILITY
/ 1 PG 1278 ~ I DB 1172 , / i ~ X05 WATER NONE-PROPOSED WELL
j / ~ 77 / SANITARY SEWER _ ~ , / NONE PROPOSED SEPTIC TANK
~ STORM SEWER SITE STORMWATER WILL DISCHARGE TO AN EXISTING
~ 30 METAL PIPE UNDER RR AND DRAINAGE DITCH
II CP ~ ~ ALONG THREE SISTERS.
6 CLF `11 1 ~ ~ i ~ ~ ~ OT ~ CP / NATURAL GAS N/A
I NC D o ~ .ELECTRIC OVERHEAD (PROGRESS ENERGY)
I 0 / TRAVERSE STATION ~ Q
! I .M 0 BY104-3 ~ ~ / ~ ,p~6 j ~ / TELEPHONE/CABLE OVERHEAD
I ~ t ~ ~ ~ 0~~6 ~ ~ SITE DISTANCE
I ~ Q ~ / I / I ~ ~ SITE DISTANCE LINE: ~ 680.00
I I 7 ~ / I 0 / SOURCE: NCDQT POLICY ON STREET AND DRIVEWAY ACCESS
i TO NC HIGHWAYS.
i ~ ~ ~ ~ I
' GRAPHIC SCALE
~ I AFFIC FLOW DETAIL ~ 0 20 ~ so i
! k I VM rr~, / ,
I V ,
i c ~
PREPARED IN THE OFFICE OF: CLIENT: 1 inch = 40 ft.
g~l8869~Y9?A DATE: ~,~~ea mom 08/3/07 PROJECT;
CONSTRUCTION PLAN ~ S ~ 03/12/08 JCA rt~ln .IFN('.n r~nNr~~ Gt~'~0~'mmm°,~ HORIZONTAL SCALE;
f'f~AIC`R~T~' a een~~ n rc~ i~in ~,~~.'~~~~~~-R~~~~_~d .~~~u~n ~n~~~QCT~ o~ ~ ~~T
/1\ WAKE • ¦ ¦ ¦ r ¦~vw VvI~VI COUNTY REVIEW COMMENTS •••+~•v1 nvVVVIPI 1 G~7~ IIVV. s V =4p vr•llovv VVI~VflL. 1 G 1'Lm^lV I
09/28/07 JPK CMD REY. No.: REVISION: PHONE: [phone] AX: [phone] VERTICAL SCALE-
DATE: DRAWN BY: CHECKED BY. Inc. This document, together with the concep s and designs presented herein, as an instrument of service, is intended only for the specific purpose N/A 512 THREE SISTERS ROAD
and Associa es, TITLE' and client for which it was prepared. Ruse of and improper reliance on this document without written authorization and adaptation b Kimsey-Hom and Associates, Inc. shall b without liability to Kimsey-Horn and Associates, Inc. by m~ DRAWN BY.
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 Copyright Kimsey-Ham and Associates, Inc., 2008 WAKE COUNTY, NORTH CAROLINA DESIGNEDCA BY.
F SITE PLAN ry._ ACA ATTACHED REFERENCE FILES
~ wok CHECK CDCY.- JOB NUMBER: SHEET NUMBER: w SEAL: 012858000 (V`
1
I

i
Illl tl ~ ~ \ ' PIN:1764865y6~
~ ~ 1 i~I ~ i ~ i I ! COORDINATE BYPASS ~ 1 ~ \ t ` illllil I? I ~ J I D ~ 1 /Ic ~
I PR POSED ~SLO~E / P E N TRUCTIOty / I \ P~ POS DR~IINAGE II I I I i I( I / TH P M / \ \~1\ \ I I COORDINATE IJE EA EMENT / ~ I } I I / / \ \ \ EAS ENT T 2 2.00. ~INAGE~\ ~ ~ , pROP05ED OPE ~ GRADING AND DRAfNAGE NOTES: 22.00. l ~ \ I
I i / / / RO~EF;l~Y OR WATER' ~ s 1/ I \ \ ~ IIII ( I J U11uTY POLE A D I J J / \ ~ 0 TED C ATER I I I I / PROgOSED WE / OI~TF / l . • \ \ ~ I .C ATER \ ` \ ~ EA't?EMENT \ ~
I I \ I POLE MOON D I I ( I / / / 9~-I- / I 2~1 I O O \ EL ATl FO THE 100-~'R i i III J ~ LO A110 r r v v ~ i I i ~ } I TRANSFORME Tlj 21 / ~ / / J \ SL f~E 4~ \ST = i. THE~00-~'R \ ~ ` \ \ \ i. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH WAKE COUNTY n ~ ` \ ~ \ \ \ STANDARDS AND. SPECIFICATIONS
° II t I I I I / SIGN D/ O HEADWALL / Q M ~ c~ \ { i I I I I \ PROGRESS EN GY I J _ \ } ~ \ ~ C r
i ( I _ / / r\ / INV-255.00 / , ~ \ \ W I I I i I - ,BY sac) ~ / / it ~ \ \ \ ~ I \ I ~ DESIGNED BY ROSS 1 i Z II I -275. / ( 11 ~ s \ t ~ \ ~ ~ ~ ~ ~ ~ \ \ / r 2. SIDE SLOPES OF 3:1 USED TO THE EXTENT PRACTICABLE TO ~ , - \ \ ~ ~ TRANSITION TO EXISTING GRADE.
I I ~ l LINDEN ENGINEERS / 1 } ~ ~ ~ " PK J ) ~ \ ~ t _ J ~ ~ _ _ _ ~
` '_'s'- ~ ~PS 3. CONTRACTOR IS RESPONSIBLE FOR ENSURING PROPOSED GRADES AND 3;1 ~ \ \ OTHER IMPROVEMENTS ARE CONSTRUCTED IN ACCORDANCE WITH ADA
II i ~I I 7 I J o l i i l i i SLOPE \ \ r CRITERIA. CONTRACTOR MUST SHOW WHERE SLOPES CANNOT EXCEED i~
~ (III i zs8.3o / / 2s 7Q .70 ~ \ \ 2% IN ANY DIREC110N AND ANY O1NER LIMITA110NS.
IIII I ~1N ~i I ~I ( o~ 269. 2 9.0 / III I ~ } ( ~ OFF E A / 6~.7 2 .70 2 8.~0 ~ \ N ~ ~ ^ ~ I 4. CONTRACTOR TO VERIFY DEPTH AND LOCATION OF EXISTING UTILITIES
I I a) I p ~ ` / MA I~TEN CE ~ / / / / )II / I 1 n I i I I \ 1 \ 27~,00~ ~ a \ PRIOR TO START OF GRADING. \ ~
IIII 1 / 2 7s4 ul Nc / 2s . o / ~v / I 1 " ~ ~ 1 I I I ~ 0 6~8 0/ / I I \ N\ N I 1 I I t I I } J / I 268.30 FFE: 69. / / ~ lW~1fE~tUNE / / 7. , } } ~ ~ ~ ~ 1 \ \ ~ r r r 5. DIVERSION SWALES FOR OFFSITE DRAINAGE ARE INTENDED TO ROUTE ~
~!I \ I J / 28.1 } \ ~ \ ~ \ ~ \ ~ OFFSITE DRAINAGE AROUND THE CONCRETE PLANT AREA WITHOUT
! 1111 I I I 1 \ / ~ o S/ / / / \ \ } 1 i I II I I ao / / / ~ / I W 26 .3 I I a \ I I I \ / / Pc s P, / ~ =8 0 7.2 } ~ \ COMMINGLING W/ONSIIE PROCESS WATER. ~ ~ \ X75.15 \ \ ~ I
N F I I ~I I 1 ~ 2 ADO ~ 11 1 I I °r t III / / \ I NV 26.0 1 / / SA TARP g / 2 II ~ d I / / 8 I I I ~ / / / /16 .2 I ~ I ETA ING WAL`~S t(JING WALES \ \ 6. ALL SPOT ELEVATIONS ARE SHOWN AS FLOW LINE UNLESS NOTED
PMENT LLC. I i II ( I \ S / ~ ~ / / ! I ~ WENDELL FALLS DEVELO , 11 I I \ 2 boo R / / ~ ~ 1 t ~ I I I I t t ~ \ ~ / RVf~E / / / / / i . ~ ( ~ ( SI NED\BY ROSS I I I I ~ I +21;8.30' = N NED~BY ROSS \ ~ \ \ OTHERWISE.
DB 11755, PG 2624 II I I 26 ~73 C ~ / ( J OP BI u DE EN NEERS I I I I \ INV 265/ 28~9.FI0 8•x'3 / HP/ / ~ ~ ~ I I i 267. / / ~f . / I 81.67 ~ } \ \EN~INEERS~ a~ \ a~y \y ~ R'~ 7. FLOOD STUDY COMPLETED BY KIMLEY-HORN AND ASSOCIATES ON
II r ~ / • 4849503 ( I I I I \ s~. / , / l o J N ~ t 1 PIN.176 I I- 4 I / / ~ , ~ / N MATERIA I I J 67.10\ / / / /f( + 7. 7 I ~ ` MAIERIA \ ~ \ ~ I RR 8/3/07 DOCUMENTS APPROPRIATE SIZE FOR BY-PASS PIPE AND j
IIII ( i ~ / i ~ t i s ST CK P E I I I I \ 268.25 NITARY SFJ'NEf~ J16$:25 / i / i/ -'f® t I ~ AR S TY~. STACK P~E \ \ I \ , ~ BACKWATER ELEVATION FOR 100-YEAR STORM EVENT. i ARE~+S, Tl(~. \ ~~8.0 ~ J ~ i~ r 8. PROPOSED WET DETEN110N POND, AGGREGATE PIT, SETTLEMENT
III1 I / / 1/ 1 ` 1 T CLE OUT /TYB: / / / / , 1 I I I ~ / ~ ~ ~ / h / ~ ` TW-28 00 III I / / I S odE ~
( \ I ~ 88 / / ~ / / ~ / 26].25 BW~26 .0 \ I I I 11 / ~ I } \ / \ r , ~ CHAMBER AND WATER QUALITY MONITORING SYSTEM SHALL TREAT ~ ~ PROCESS AREA STORMWATER RUNOFF IN ACCORDANCE Wllli NPDES
1( III I ~ I / I / ( / 2 3.~0 } \ \ I ~ 87 LF 18 RCP ~ 1.15 I I I I( t I ~ } \ \ 274 0 l ~ ~ /r rr % PERMIT #NCG140000. SEE STRUCTURAL PLANS BY ROSS LINDEN
III I a ~ / ~ RO S J 267.1 =2 0.5 i I ` \ I (FIELD VERIFY INVERTS I I \ \ \ / TR ~K $C S / SL PE, TYP ( I B = 8• i } I1 I / y / / I I \ \ \ \ ~ ~~,i ~%i % ENGINEERS FOR AGGREGATE PIT AND SETTLEMENT CHAMBER DESIGN. \ \ \ \ / rii%%~~i ~ sir
TO MAINTAIN A MIN. 2 }I} } \ \ / / / } I 1 \ I / J 1 I OF COVER ~ 'I I IIII i / ! / I I I I ~ ~ \ I I ~ / / / / l 7. ~ ~%~~i i i ~ r 9. TOTAL DISTURBED AREA: 3.75 AC ~ \ \ a~0 \ ~i i iri i r~, r/~ /
I I I t X64.1 \ 2 .7 / / ~ ~ ! t t I t \ \ I ~ I I 103/LF PV,E / / O/ \ 1 t I I a \ \ \ \1 1/ j%2~Or ~ 10. ALL RCP PIPE SHALL BE CLASS III UNLESS OTHERWISE NOTED.
° I ~ / / / 1 ~ / ~ I I I I Q'2.0% MINA/ / / / \ t. I } \ ,.r ~ II I I / / / / / I 1 I_?~ 2 .21 \ ,.,+r' \ / /-i,,.~ r rte,, r r ~ 21 / \ ~ % ~ ~ir'i,,~ f/ r/ / 11. PVC SANITARY SEWER PIPING SHALL BE SDR-35 UNLESS OTHERWISE
i I 266.50 / / / / / t / / ~ \ ~ I I I I ( / Zl67 / . / / / • 1 ( ra I ? 1 I I 11 LF.3 PVC / / / / ~ J / 6' E~ }
I 1 i ? I II III ~ 7.'0~ MIN. / / / zs7.2o 1 I / ~~1 } II l l \ ~ / 2~ h 1 I t 1 \ \ / L ri ~ ~%j i i ~ ~ NOTED. II ~ r r r
( I X62. 8 I I ti / h HP I I / :~M II I II I } \ N TfE TO P,ROPO ED / X66.0 / / J I I 1 \ \ \ x / ~ jii// / / ~ Da 12. REFERENCE GEOIECHNICAL REPORT DATED NOVEMBER 8, 2007 BY / ~ ~ ~ r ~ ~ r ~ / ~ GEOIECHNOLOGIES, INC. FOR ADDI110NAL INFORMATION. SOIL. SHALL BE i
rn \ II t ~ / SEPTIC YS / / / ~ ~ ~ 1 \ \ / I I ( I ( I ~ C , ~ / / 26'6. 0 / t ~ I I I } 1 \ \ ~1 I i SEPTIC SYSTEM I _ DESIGNED BY S EC / / ~ 1 \ ~s / \ r ~ ~ ~i~/% i / % R' COMPACTED TO 95% OF THE STANDARD PROCTOR MAXIMUM DRY
OISTRIBU I I I I I v-2 0.00 ( ) J / I , \ \ \ \ TION BOX I I 1 ~ i s7.2 I \ \ \ ~ir i/ii i/ , RR DENSITY EXCEPT UNDER BUILDING PADS, PAVEMENT AND CONCRETE K rri~" rii/ /
I i 3~J LF PV ,6 / 266 26.1 6j / / I 1 \ 6~ \ ~ \ \ (DESIGNED BY ^ I ~ I HP \ \ i rn I } ~Sz.a% M . J / ~s7.1o ! \ 2s7.$o \ s&EC d I ~ / i I 1 \ ~ / r'~i r r r / r D VERSION PLANT EQUIPMENT. 1}IIS REQUIREMENT SHALL BE INCREASED TO 98% \ 1 \''i ir'i i % / r ~ OF THE STANDARD PROCTOR MAXIMUM WITHIN 1 FOOT OF DESIGN r ~ rte, r/mar r / / SWALE FOR GRADE OR FOUNDATION SLAB.
i I I ~ l , ,r/ TRU K WASH HP \ O I ( \ } \ I ~ HP \ \ \ ~ \ ~ 1 ~ 1 { 1 1. DO AREA \ \ \ CP ~ CiIQ \ / r i~ij it%% / r r OFF SITE
I \ / I ( 1 ~ \ ~ r rr ~ r,, rrj/ DRAINAGE \ rr ~ r rj/, / ~ r 13. FORTRANS 5000S PH MONITORING SYSTEM DESIGNED BY OTHERS.
i I I \ 1 I s. , ` 2s oo , ~ 2s6,o5 ~ / o ~ l I ~ ~1 ri! ~ I I ~ I 1 ~ //iii rr / CONTACT BOB COOKE AT [phone] FOR PRODUCT DATA AND
00 III I I \ R 3 I 2 7 I+ I I I .6 S ~ C~NC E X \ / ~ / r/ice j j / INSTALLA110N INSTRUCITONS. ri rr / r
%ir r
;,,-i, ~ UTILITY NOTES:
11 ~ > >s, ~ ~ / 2i/,. i \ I I I ~ / \
i 1 1 / I I \ / 2 ~ /r I i i I SJ yr~ _ / I 1 } / FOF ~ /f j r ~ 1. A SEP11C PERMIT APPLICA110N WILL BE REQUIRED FROM WAKE COUNTY ~ORTRANS 5000S ENVIRONMENTAL SERVICES AS PART OF THE BUILDING PERMIT j
1 I I I BO ~ / PH I I I I l < j PH MONITORING / PROCESS. 1TiE SEPTIC SYSTEM SHALL BE DESIGNED BY A NORTH ~
• III I I 1 1 / / / sY. I I I I I r e I t l t , / SYSTEM (DESIGNED r CAROLINA LICENSED SOIL SCIENTIST BASED ON 1NE SOIL EVALUATION
I I 1 I I •6 ~ / BY I I ( ~ @ 1 0 ~ t III I I i~ m m I o v/ sxl BY OTHERS) r COMPLETED BY S&EC IN OCTOBER 2006. AN ORANGE SIGN WILL BE POSTED TO LOCATE THE PROPERTY AND THE CORNERS OF THE LOT 6'x6' PAD SHOWN/ AND THE PROPOSED SEP11C TANK AND SYSTEM LOCATION. WILL BE
I I II J , N N N 1 } / N I I I \ / 1 /
Ifl I I ~ ~ , 1 I t t I I I I / ~ ~ I ~ NC DOT 0~ I I I I } I I II \ ~ ? / / / JC DOT / STAKED AND FLAGGED IN THE FIELD. ~
I I I I / / TRAVERSE STATI( I II I II 1 \ \ ~ ~C / 'RSE STATION / 2. SETBACKS FOR THE SEPTIC SYSTEM SHALL BE 5-FEET FROM BUILDING
U1 ~ J I I I 11 ~ S 3Y104-2/ FOUNDATION WITHOUT A DRAIN, 15-FEET FROM TOE OF A SIDE SLOPE,
f I I ~ ~ ~ rv / / STORM DRAIN ~ / f / r ~ I \ NH EE J I I ~ ~ ~ ~ w / , MA OLE (S 25-FEET DOWNHILL FROM DRAINLINE, 100-FEET FROM WELLS, 50-FEET / FROM PONDS PERMANENT WATER SURFACE ELEVATION, 15-FEET FROM
„ II I 2s ~ ~ I f III /i / sHEEr c-s / I I II o ~ \ r ) 24 RCP l I ~ 1 ~ ~ ~ / - / / EMBANKMENTS OR CUTS 2 FEET DEEP OR GREATER, AND 10-FEET
, I I I ( / / / RIM-266.50 - I ~ I / I V-257.95 I 11 ~ / ~ _ ~ IN I I 60 ) J ~ / INV-252.16 (THRU) FROM PROPERLY LINE.
~ 2 , / ~ IIII! \ III _ _ J t / . / / AREA -eF - \ ~ /
III PROPO J / I I II I SED STORMWATER MA~1 AGEMENT' / 3. A WELL PERMIT WILL BE REQUIRED FROM WAKE COUNTY
i W I ~ SEPTI / / / / ~ C SYSTEM POND WITH NORMAL A / III \ I I W TER \ / AGGREGATE PIT & , Z I I I } (DESIGNED BY URF7CCE`ECEV. 8.00\ ' ' / / / 65 LF 60 RCP ENVIRONMENTAL SERVICE AS PART OF THE BUILDING PERMIT PROCESS. iREGAIE PIT & SETTLEMENT ONCE THE PERMIT HAS BEEN OBTAINED, A CERTIFIED WELL ~
-1 I I ~ j / / CHAMBER. SEE SHEI / I S&EC) ~ ` ti / ' / / / / / ®1.15 AMBER. SEE SHEET C-6 FOR CONTRACTOR SHALL INSTALL THE WELL IN ACCORDANCE WITH THE
V7 I I ( II , / 4x4 OUTLE~` ONTRI9L 0 / , / / , ~ DETAILS AND DIMEN ~1 ` / F ~ / , 'AILS AND DIMENSIONS (SEE PERMIT. ONCE THE WELL IS CONSTRUCTED, A CERTIFIED PUMP NS BY ROSS LINDEN INSTALLER SHALL INSTALL THE PUMP AND COMPCEIE 11iE WELLHEAD
$ I I (I / STRUCTURE ~ ~ / / / / STORM DRAIN PLANS BY ROSS LIP v I I ` / TOP=263,50 ~ \ ~/j / / / MANHOLE SEE ENGINEERS FOR STF ~INEERS FOR STRUCTURAL CONSTRUC110N.
i, ~ t I I I ~ INV-254.00 ~ / / / ~ SHEET C-6 DESIGN) 3u / < /6 ) / t / - _ (SEE SHEET C-6 FOR \ ~ RIM=265.50 8GN)
'I .Ii / / I - _ t ~ QETAIL&) ~ p \ ~ I . / INV-251.4 THRU
Iol I I \ ~66;LF 24 RCP ~ / / ~ ) 24 RCP ~ i II I ~ s \ / / /i / I I ~ 6? 0.7a~ \ / ~ / / r 36 LF 60 RCP
/ INV=256.9 I i N I III EXISTING` ~ a / ®1a5x 1 t FLARED EN / / / / SITE LEGEND
t ~ I I I I u iDRAINAGE \ \ \ / / / I I I ~ SECTION ~ / / / t I ~ / / SWALE _ \ / /
I I I I I III / INV-253.50 \ ~ / / / ~ I 1 \ \ \ /i/ / i /I~ \ \ r _ I I I I i / v ~ / / / / HEADWALL INV-250.00. - - -000- - - EXISTING CONTOUR LINE
~ I I / /ii \ 30 MP t I I ' ~ ~ / / / / INVERT TO BE BURIED 1 I f I \ r~ 39 -000 PROPOSED CONTOUR LINE
w ~ / ~ / ~ \ V 249. I I ASTEWATER - J / / \ 1N BELOW FINAL GROUND i I I \ I SAMPLING AND MATCH - G / \ ELEVATION OF 251.00 PROPOSED CURB AND GUTTER
I IIII \ / \ I \ I DISCHARGE EXISTING / / SEE SHEET C-6 tl I I I I~ / / / / ( ) X 381.50 PROPOSED SPOT ELEVATION
i t I I \ POINT GRADE ~ / / / / / i I I I I \ / / /
tl I / / / i i5_ ~ / P - - - - - EASEMENT LINE
I I I 5 / / / / 30 M , t I i I \ \ /i /i~/ t I I I xIS~INC\ f / /i / INV=246.74 / I/i /ii/ SS PROPOSED SANITARY SEWER (PRELIMINARY)
~ II I / °I ~ I RAIIaAGEI ~ / / = I I I I I W PROPOSED WATER LINE (PRELIMINARY)
}9 ~ I DI~'CH ~ / I I } I I / / I II II / /
d t /i / III I I / ~ / II I I I I I / ' OHE PROPOSED OVERHEAD ELECTRICAL LINE
I I I I / / t l l I - / Itl I 1 I I I i V A / T PROPOSED TELEPHONE LINE
II I II t I I \ f / PROJECTED BACKWATER ELEVATION AT THE PROPOSED STORM PIPE
I I I ~ \ / I I I t I I \ \ ( / / / / INLET OF THE EXISTING 30 MP FOR THE
~ I ( I I \ 1 / I J I I 1 J / / / 100-YEAR STORM IS 260.39 I I 1 I I \ / / ® PROPOSED RIP-RAP
~ IJ I \ / I I I I 1\\ I / / / PROPOSED STORM DRAIN FLOW
I ` 1 ~ I J I I I 1\ \ l / / ~ CO PROPOSED CLEAN OUT
I ~ ~ \ / / ~ \ / /r / 11 ! ~ / I / / 1Y PROPOSED U1ILITY POLE
I/ I II J / I ~ ~ I \ \ //iri ~ BW/TW BOTTOM WALL/TOP WALL
~ \ r 1 \ / ~ ~ I I i t / /ii /
I ? I / /r ~ I I I I t / 1_ 111 / '
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1 1J II / I III \ \ , J LC. 1 I I l ~ r/ OLYN PROPERTIES, L
1 I/ I I ! \ / / CAR J ! I I 111 ~ / / 27$ i I II \ \ ~ / DB 11721, PG 1
l I I I ~ / I It l II \ \ , 7
J I 1 y ~ / / PIN: 176475097 l II II ~ I 1 I I 1 I \ t ~
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I / I J I / / / Y104-3 rJ 1 o B
' I ~I/ JJ ~ ! l J /l llv u GRAPHIC SCALE
1 1 / / . I I / I / 0 20 eo
I l/!/ r \ / / l//I JI( / / I ! / I ~
/ ~ / /I / ~ 0 I / ~ 1 J 11 ,lll
, II ~ / J I / 11 lIII (IN FEET )
/ 0 1/ ~ / / ~ v 1 inch = 40 ft.
I NJ l/1 / / I / ~
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PREPARED IN THE OFFICE OF: CLIENT: DATE, PROJECT:
4y~~~eaaaaa~a 08/3/07
.iFtic:n r:nNr C:nNC:RFTF AS~nI'.I~TF~ I~If' ~w~~~e£n~sa~,~°8~ "°R'1°"T40~A~: JENCO CONCRETE PLANT
d CONSTRUCTION PLANS j 03/12/08 JCA CMD ' ' OF ' 'r' ' ' VERTICAL SCALE: rr w ¦ \ r ¦ a ¦ r • • V V V V 1. 1 1 1~ V, 11 \ V ¦ o+aRyti wvslXr`~aa
1 WAKE COUNTY REVIEW OMMENTS 09/28/07 JPK CMD N/A 512 THREE SISTERS ROAD
TITLE: REV. No.: REVISION. DATE: DRAWN BY. CHECKED BY. 6h MF I and Associates, Inc. GRADIM r^ $ rG DRAWN BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose JCA BY. WAKE COUNTY, NORTH CAROLINA LADING, DRAINAGE AND~y~,.,~a¢a4 "y DESIGNED
and client for which It was prepared. Rguse of and improper reliance on this document without written authorization and adaptation by _ KimleY'Hom and Associates. Inc. shall b~~ without liability to KimleY'Ham and Associates, inc. P.O. BOX Y i~I-EI I, NORTH CAROLINA 27636-3068 U7 '¦Q yo ~ ~y~° CA ATTACHED REFERENCE FILES JOB NUMBER: SHEET NUMBER:
Copyright Kimley-Horn and Associates, Inc., 2008 PHONE: [phone] FAX: [phone]
UTILITY PLAN CHECKED SEAL: CMD BY. 012858000 C-3
i

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I I I I~ I / / / ~\a\\ \ \ \ 1 \ I Illi I I I / / / ~ ~ \ \ I ~1 i 1 I / / / / ! \ \ ~ \ \ \ \ 1
( 1 I I ~ I I / I / \ / l W\ 1 \ 1 \ \ 111111 I I I / / / / / l.~\ \ I INS~TALLvEMP~RA \ \ I I ) I MITS ~F / / / / ! \ I O Q \ \ \ ~ 1 \ \
IIIII I I I I I ~5 ~E / 1 ~ v ERO~ON spNTRpi. \ \ \ I i f 1 I I ~ DISTI~BANC~, / / J ~ \ W \ I 1 \ o I 1 ) I I ) I I / R Tl h 2.1 1 p ~ LANINrT OW\ SLO \ \ \
I I ~ I ) I I I / C , ~ / LOP ~ 1 0 ~ 3:1 OR EA R, TYP. 1 . - , w I I I I / / N / / ~ / lI 1 \ ~ ~ \ \ i
Z ) III I - / / 11 il~ ~ s \ l - \
PK ~ - I / / / ~ I ;1 I 1 - 1 - ~ ~ - -ice cn I I , f I \ ` - I ~ ~ ~ ~ \ \ IPS DISTURBED AREA: 3.75 AC EROSION CONTROL: NOTES:. BPS i
4 I :I i \ Ii 7 / t \ \ \ 'll I I f l ~ ~ 1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH WAKE. COUNTY
o Iill I I I \ \ \ it I ~ I \ o ilI .III 1 ~ I I / / \ \ ~ ~ STANDARDS AND SPECIFICATIONS
II I ^ ~ / / I
't I N 1 1 `ACA I IIIII ~ii ~ 1 / / / / / / , S \ II I cD 1 / \ I / / / I ~ N 1 \ ~ I I / I l / / ~ 1 i a \ ~ EROSION CONTROL LEGEND 2 PRACTICABLE TO TRANSITIONHTOL EXISTING GRADE. E EXTENT ~
I I N 1 ) \ / OFF~E D ~ / / / )II I \ ~ I I \ II ) ( / / / I ~ 1 i f ~ I 1 I ~ 1 / 6~11~TE Nc / / / / / / II / \ \ \ 1 1 1 \ ~ I ~ 3. EROSION CONTROL MEASURES SHALL BE MAINTAINED AS NECESSARY
I it I ~ ~ ~ / I \ \ N I 1 \ ~ i III I j ( ~ / BUI ING / / / / / / / I I } 1 1 \ ~ VIII 11 i i N , ti, / 11 Ill I 1 1 \ ~ ~ ~ ~ - - -000- - - EXISTING CONTOUR UNE DURING CONSTRUCTION TO PREVENT SEDIMENT LADEN RUNOFF FROM
/ \ \ I I / ~ \ FF • 69.0 / \ II I / / / / / -000 PROPOSED CONTOUR LINE LEAVING THE SITE.
III I \ >l / / / 11 ~ I I \ I I ,'iii I i 1 r l I/ 1 I 1 I 1 \ \ II II I / / / / / / I! z81 i \ \ \ ~ PROPOSED CURB AND GUTTER
I I 1 I / ) 1 1 III I t I \ / / / / / / / ~ I l 1 \ \ IIIII I ~ \ / / / / .I I 1 \ ~ \
I / / \ Y III I I r / / / I•lll l " 1 \ o i I ~ I \ \ / / ~ I . a sLOP~ ~ X 381.50 PROPOSED SPOT ELEVATION
~ I I ( ) 1 1 I f \ / / ~ / li I " 1 \ s s \ \ III { I / 1 \ R R - - - - - EASEMENT LINE R
III it 1 \ ~ / ~ 11 I N 1 1 \ \ \ \ ~ / ~ PROPOSED STORM PIPE
I f I \ / / / 1 I 1 \ \ \ \ to I I I I I / r / / ~ 1 I
I I 1 , , / / ! I 1 I i \ \ \ ~ ~ ~ IIII I I / / ~ / / / / ) / l 1 \ \ \ / / ~ / / / / I \ i~ PROPOSED RIP-RAP
I I I / I J l I 1 1 \ \ t TEMP ~I 1 i ORARY ~ I ~ I \ „ , ~ ` ~ % PROPOSED STORM DRAIN FLOW
II I I ~ / / / I I 1 \ \ \ i CONSTRUCTION I / / / / I / I \ \ ~ ~ i ~~i ~ ~ ~ ~ ~ LIMITS OF DISTURBANCE
ENTRANCE ~ 1 \ \ / / / / I / ( I I I 1 \ \ \ ~
III ; ~ I 1 _ / / / / o ! 1 / \ \ 1 I l a 1 \ ~ ~ ji i~
~,II I ~ / / / / ( l lad l \ ` \ ~j2~
I i1 I ~ i / / / / 1 I ,p/ \ L)II ~ ~s~ / I/ s 1s
\ co ~ ~ TH CK RIP AP / I ! >C ~ i °a
~ I l 17 ~ N l I ! I 1 . ~ II I I ! 3 / I iI 1 \ \ , i \ I \ APR CLASS / / N 1 I 1 c~j ~ ~ ii i ~ / rr~~ I I . I I I I ~ , ~ STO E OBI FlL R/ ` I I 1 1 S iii /i
vJ iiii~ ,I I I I I 1 FA RIC. l / / f / I I I \ \ \ \ /ice ,./ice. , RR R I SEEDBED PREPARATION NOTES:
I I 1 1 ~ i ,I I I / 266 / > / ~ / I I i ~ \ \ \ \ / ~ i~ i/i,~ i, i D1VER5`ION 1. GRADED SLOPES AND FILL -THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN
I I I I I I 1 \ / / , I l \ \ ~ 1 \ % ~ % ~ ~ ~ ~ swALE FoR I 1 r l i THE ANGLE WHICH CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL ~ DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED SHALL, WITHIN 15 WORKING DAYS OF
O I ~ I I I ~ 1 \ I \ \ \ \ \ \ ~ ~ ~ i i, i.. /j i ~ OFF SITE I l I I \ / / / I \ ~ I ` \ \ ~ ~ ~ iii i ~ DRAINAGE ~ COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH GROUND COVER,
/ DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. 2. GROUND COVER -WHENEVER LAND DISTURBING ACTIVITY IS UNDERTAKEN ON A TRACT COMPRISING MORE
~ ~ ~ I ~ ~ I~ I ~ I ~ 1 T~s'.~i i ~ II I I Tr>< ~ I ~7 \ \ \ ~ „ ~ THAN ONE ACRE> IF MORE THAN ONE CONTIGUOUS ACRE IS UNCOVERED, A GROUND COVER SUFFICIENT TO
r I I I / ~ I ~ ~ / i z h I I I A ~ / I 5 ~ 1\ A~ ii /~i i ~ RESTRAIN EROSION MUST BE PLANTED OR OTHERWISE PROVIDED WITHIN 15 WORKING DAYS ON THAT ~ PORTION OF THE TRACT UPON WHICH FURTHER ACTIVE CONSTRUCTION IS NOT BEING UNDERTAKEN.
n I1 ~I I I ~ I I I1 I I I ~ V ~ ~ \ ~ ~ ~ / 3. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO THE PLANS.
~ I I I I - \ / 1 a \ 65i/, i Ilil I I \ ~ / ~ ~ 4. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE TOPSOIL 3" DEEP. TOTAL
r n CUSTOM SEDIMENT BASI ~3 y \ 1 aMBi ~j~// v 1 ~ I I ~ 1 \ i I I I I ~ \ \ SHAI:6. BE CLEANED 0 / SEEDBED PREPARED DEPTH SHALL BE 4" TO 8" DEEP. Custom Sediment Basin #3 (Proposed Wet Detention Pond) 5. LOOSE ROCKS, ROOTS, AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE SURFACE SO THAT THEY
I I \ ) I 2 5 I f SILT% I I \ ACCUM~LAiEB• SEDIM NT WILL NOT INTERFERE WITH ESTABLISHMENT AND MAINTENANCE OF VEGETATION. SURFACE FOR FINAL
i II I ~ 1 Pao i I III ~ BEFORE CONVERTING TO I ! / NC I ~I I \ I , ~ i SURFACE AREA REQUIRED 6,167 SF SEEDBED PREPARATION, AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM.
I I I I ~ 'RERMANENT WET DETENTION ~ 1 1 I I I I I I I ( I I PON . / ~ (1 I ~ R. 60 >J 1 1 SURFACE AREA PROVIDED 6,484 SF 6. IF NO SOIL TEST IS TAKED, FERTLIZER AND LIME SHALL BE ACCORDING TO SEEDING SPECIFICATIONS. VOLUME REQUIRED 4,158 CF 7. IF SOIL. TEST IS TAKED, PROVIDE LIME AND FERTILIZER ACCORDING TO THE SOIL TEST REPORT.
11 I I I I ~ co tp tp I O / I I II \ N 1 ~ / I I \ 16 EMEEZGENCY N N / \ , / 8. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL DURING SEEDBED VOLUME PROVIDED 32,184 CF PREPARATION.
~ I I ~ I I I ~i 1 I I I I ~ SPILLWAY / I \ T d I 1 ~ _ ~ I /i , NC DO , STORAGE DEPTH 9.0 FT
i I I / - \ ~ Lev-2s3.oo ~ ~ I 1 I I ~ ~ r / I I 1 / / ~ / TRAVERSE STATION ~ TOP OF BERM 9,147 SF 265.00
) III I i 1 \ \ \ / / y ~ / r CJ1 ~ \ y EMGY. SPILLWAY LENGTH 16 FT 263.00
j~ I 1 I I I ~ ti ~ / C.)1 ~ 1 BOTTOM OF BASIN 208 SF 254A0
I II I I ~ ~ , ~ ~ ~ / 22 THICK RIP RAP SEEDING SCHEDULE FOR WINTER I SPRING SEEDING SCHEDULE FOR SUMMER
» II I 26 ~ ~ I I I l l / / ~ I I ( 0 ~ \ / G ~ / APRON CLASS B 24 RCP 1 I 1 I ~ ~ I ( l % / /i ~ / ~ I / / .~-7/ ~ / STONE ON .FILTER CONSTRUCTION ACTIVITIES CONSTRUCTION ACTIVITIES
= 7.95 I i I 1 / ~ INV 25 I I 60_ ) I ~ / FABRIC. 1 z / / SEEDING MIXTURE SEEDING MIXTURE
I III \ i I I _ / /i/ / I I - - \ / ~ i Species Rate (Iblacre) Species Rate (Iblacre)
~ III ~ ~ I l ~ i// / Rye (grain) 120 Common Bermudagrass 40-80 (1-2 Ib/1,000
I I I I ARC F ~ r / / , / Annual lespedeza (Kobe in sq. ft.) Piedmont and Coastal Plain,
(n~ I i I I II 1 ~ PROPOS ~ 0 / I / / Korean in Mountains) 50 SEEDING DATES
~ 1 ` ' SEP11C S TEM ~ ~ / / / I II / / x 1 I I DESIGNED BY ~ \ - / / / Coastal Plain--Apr. 1 -July Omit annual lespedeza when duration of temporary cover is Piedmont--Apr. 15 -June 30
not to extend beyond June.
I I \ , / / ~ 40x45 x24 THICK SOIL AMENDMENTS
„ ( I ` ~ ~ - - ~ ~ ~ / RIP RAP APRON. SEEDING DATES Apply lime and fertilizer according to soil tests, or Mnuntains--Above 2500 ft: Feb 15 -May 15 apply 3,000 Ib/acre ground agricultural limestone and
RCP p I III ) ~12x14x22"\TH ~ \ \ / 24 , co 1 ~ C' r- / / ` .CLASS 1 STONE i i I RIP RAP AP ON. / / INSTA L SI T Below 2500 ft.; feb. 1 -May 1 500 Ib/acre 10-10-10 fertilizer.
INV=256.9 I I N I ~ II ~XISTiNG~ ~ \ ~ , . ~ / L L ON .FILTER FABRIC 11 1 CLA B STONE \ \ - / / / / / FENCE OUTLET ( DRAINAGE / / / it ~ I IIIII ONFlL RFB C. \ ~ / Piedmont--Jan. 1 -May 1 MULCH Coastal Plain--Dec. 1 -Apr. 15
! II II IIIY / - ~ / / / Use jute, excelsior matt(ng, or other effective channel
I \ ~ / / / I I I / ~ I /\J » I I I I ~ I u / /ii/ / 30 MP , SOIL AMENDMENTS lining material to cover the bottom of channels and Follow recommendations of soil tests or apply 2,000 ditches. The lining should extend above the highest
~ I / ~ / / I I \ ~ , r~ /~/i / _ i ! 4 ~ / / / ~ V-249.39 II I I /i / / \ IN A T~ T ~ calculated depth of flow. On channel side slopes above
I \ I • _ _ - . ~ //i/ /ri/ ~ GRAPHIC SC I I I I III /rG / / \ i~HIC SCALE Ib/acre ground agricultural limestone and 750 Ib/acre this height, and in drainages not requiring temporary B 10-10-10 fertilizer. lining, apply 4,000 Ib/acre grain straw and anchor straw by stapling netting over the top.
I ~ /r / / I III \ / / ,o o zo ,o e I i ~ / / D a1o 1so ~g MULCH
.1 I \ I / l/i / /r / / I I I \ / r / / .I / I I I I / /ri/ / » Apply 4,000 Ib/acre straw. Anchor straw by tacking .with MAINTENANCE asphalt, netting, or a mulch anchoring tool. A disk with A minimum of 3 weeks is required for establishment.
l I I I I 5 ~ / / / / 30 MP , 1~ I I I \ \ ~ blades sat nearly straight con be used as a mulch Inspect and repair mulch frequently. Refertilize the
~ II I I I xIS~INC\ / / / /i INV=246.74 I i I / (W FEET ) of I ~ I I RAIt~AGEV } i (W FEET) anchoring tool. following Apr. with 50 Ib/acre nitrogen,
/ / = I I I I di / / / _ i 9 I DI~'CH ~ 1 mch - 40 f inch = 40 ft. MAINTENANCE
I 1 ~ I ( 1 / / I I I I / / / Refertilize if growth is not fully adequate.. Reseed, refertiiize and mulch immediately following erosion or other
II III i ll I \ ~ l I I I / / damage.
I I I I I I I I\ /
II II \ t /i// r / I I 1 1 1 t\ / I,~Y
I II \ 1 I //i~/ / / 1 ~ I III I \ 1 /
1 I \ I / / / ,III 1 I I 1 \ \ / / / ~ I i \ / 4" 8' MA7L
I I I 1\\ l / / ill I I \ \ I I I 1\ ~ ///i/ / CONSTRUCTION SEQUENCE Tree Pratectlan Urea VARIABLE As DIRECTED BY 1HE ENGINEER 3'
I I I I I v v~ v I / r ~ ~ / /r / 4' 18'
II I v / \ ) I ~ \ / / 1. SCHEDULE A PRECONSTRUCTION CONFERENCE WITH THE ENVIRONMENTAL ENGINEER, DEBBIE GREENE (TEL ) I A V / / :L 3" DO NOT ENTER.
I / I l I I \ \ \ / / / X919-856-7413). OBTAIN ALAND-DISTURBING PERMIT. t \ / 1 I, I h \ r ~ a' MB1. t2-t/2 ca. INTERMEDIATE
fi I i I I \ ~.7 / /ri/ / I ~ I I 1 ~ 1 / / 2. INSTALL GRAVEL CONSTRUCTION PAp, TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT BASINS OR OTHER MEASURES I 1 / / :R MEASURES SIGN DETAIL uNe wiREs '"~S
I ( I I 1 \\1 / / AS SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. SEED TEMPORARY I ! I 1 / 1 / ) III ~ ~ / / / ~ DIVERSIONS, BERMS AND BASINS IMMEDIATELY AFTER CONSTRUCTION. TEMPORARY N.rs s FEN F Rlc WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL IN TO C D
I I f LU J~ %J 0 LETTERS ARE TO BE 3' HIGH MINIMUM, CLEARLY LEgBLE, AND SPACED AS DETAILED. SIGNS ARE TO BE PLACED NO GREATER THAN 200' ON CENTER.
1 II ~ I ~ /r///// ~ I I ) ~ 3. INSTALL TEMPORARY STREAM CROSSING AND BEGIN INITIAL CLEARING. INSTALL BYPASS PIPE SYSTEM PRIOR TO I I I ~ I / ANY STREAM DISTURBANCE. PRIOR TO PLACE SIGN AT EACH END OF LINEAR TREE PROTEC110N AREA AND 200' ON CENTER THEREAFTER. GRADE FOR TREE PR0IECTION AREAS LESS THAN 200'IN PERIMETER, PROVIDE NO LESS IRAN ONE SIGN
I / I I ) ~ ~ - / / I 4 PER PROTECTION AREA. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
I I 1 I I I L / 4. ONCE INITIAL CLEAR NG AND BYPASS INSTALLATION ARE COMPLETE INSTALL SEDIMENT BASIN FUTURE WET POND 1 ~ O \ \7 \ \ I ( WET POND),
) I I I \ \ PERMANENT RISER AND OUTLET AS SHOWN oN THE EROSION .CONTROL DETAILS. I/ 11 I I I O C"1 11 , 1 I?I 3 \ ) I I ) ? I \ / / WEATHERPROOF SIGN (AS SHOWN ABOVE)c POST MAY BE EITHER 4" DIAMETER PINE, SEE NOTES BELOW FOR CONSTRUCTION 2" DIAMETER OAK, OR 1.33 Ib/LF STEEL
I 1 I \ / / 5. CALL DEBBIE GREENE TEL [phone] FOR AN ONSITE INSPECTION BY THE ENVIRONMENTAL ENGINEER TO 11 I I / / ~ / ( ) ~/II 1 I) ~ \ , t/ NEER TO AND SPACING DATA.
l i I I) / i ~ OBTAIN A CERTIFICATE OF COMPLIANCE. 5'-0" O.C. MAXIMUM HGHNBE~UV ~ISETNAGTM FRONT VIEW POLY BARRICADE FABRIC
I I I \ \ . ~ / 6. COMPLETE CLEARING AND GRUBBING. MAINTAIN OEwCES AS NEEDED. ROUGH GRADE SITE. II ) I /
1 )1i III \ \ / / I ) y~ / ) I I I I ~ 7. INSTALL STORM SEWER, IF SHOWN, AND PROTECT INLETS WITH BLOCK AND GRAVEL INLET CONTROLS, SEDIMENT 'EDIMENT sTEEL P0~
I ' ) ) III \ ) ~ / TRAPS OR OTHER APPROVED MEASURES AS SHOWN ON THE PLAN. BEGIN CONSTRUCTION BUILDING ETC. Tree PrnteC110R AreD WOVEN WiRE FABRIC
INII)II I I 1 ~ I ~ I / I I I 8. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION, PAVING, DITCH LININGS, ETC. SEED DO NOT ENTER ~ WLT FENCE c~OTEX'OIE FABRIC ~S, ETC. SEED ~ cN i~
) ~ U ,)I/ I I ~ \ AND MULCH DENUDED AREAS WITHIN FIFTEEN (15) DAYS OF COMPLETION OF ANY PHASE OF CONSTRUCTION. z ~11ON. ~ -USE SILT FENCE ONLY OMEN DRAINAf~ AREA ~ o FlLL SLOPE
, l 11 l III \ / Q' .a DOES NOT EKCEED 1/4 ACRE AND NEVER IN n ~ ~ • FOR REPAIR ~ SILT I AREAS OF CONCENTRATED FLOW a z , FENCE FAILURES, USE
f i III / / ~ / NC DOT / I /III \ 9. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED COMPLETELY, CALL DEBBIE GREENE (TEL I I ~ / SE STATION 1s-856-7413 FOR AN INSPECTION BY THE ENVIRONMENTAL ENGINEER. I / I I I s l /I 0 TRA VER ~ ) E (TEL :t ~ FORSANCHOR WHEN~LT -END OF SILT FENCE NEEDS TO BE TURNED UPHILL , . k. •
~ lf, l s / Q n GRADE FENCE IS PROTECTING
I I I I o BY104-3 I / , ~ 10. IF SITE IS APPROVED .REMOVE TEMPORARY DIVERSIONS SILT FENCE SEDIMENT BASINS ETC. AND SEED OUT OR I OUT OR CATCN eASN. • ;y.:~u~. ~ c ~ c 6" MIN. COVER
) / I / / V STABILIZE ANY RESULTING BARE AREAS. ALL REMAINING PERMANENT. EROSION CONTROL DEVICES, SUCH AS ) ~ 11 / / / l//l ~ VELOCITY DISSIPATORS, SHOULD NOW BE INSTALLED. ~:SUBGRADE, . iv I 04ER SKIRT + Z_ N
1(/~ Il ~ Q . ~ ~ ANCHOR SKIRT AS
I I ) I I l / u ~ l l 11. WHEN VEGETATION HAS BECOME ESTABLISHED CALL FOR A FINAL SITE INSPECTION BY THE ENVIRONMENTAL 11 11 ~ / I / ! / ENGINEE DEBBIE GR E E L 19- 5 -7 3 OB N FlCATE OF COMP TION. / I i / ~ ~ R, E N (TE ~9 8 6 41 TAI A CERTI LE NTAL DIRECTED BY ENdNEER +
I ~ / / ~ SIDE VIEW INSTALL TREE PROTECTION FENCE do SIGNAGE PRIOR TO CONSTRUC110N.
I / / ~ / I/ / / ~ MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT. ADDITIONAL ~GNS MAY BE REQUIRED BASED ON ACTUAL HELD CONDn10NS.
~ I Il /l v l w l I/ I/ / /
I I 11 111 .l Il / ~ TEMPORARY SILT FENCE
J / / ~ /k ~l I ~ 11 w . / TREE PROTECTION FENCE
~%$~$ssas$; DATE: PROJECT:
PREPARED IN THE OFFICE OF: CLIENT: ss~e~ / /
1 ~ ®~~g 08 3 07 ~ ~ ~ ~ HORIZONTALS LE: JENCO CONCRETE PLANT
p i ¦ t~d•~~~~F,~~~~ CONCRETE ASSOCIATES, INC. ~ ,TO'~a°40;~.
/M l~/1AICTDI I/~TI/1AI DI AAIC AZ /17 /I,O I/~A l~1111
V vvivanw~iivir +rl..niv~j V' J/ vvn \Amv r
1 WAKE COUNTY REVIEW COMMENTS 09 28 07 JPK CMD iates mss( u N/A 512 THREE SISTERS ROAD DRAWN BY-
i TITLE: -T i I I and Assoc REV. No.: RENSION: DATE: DRAWN BY. CHECKED BY. Inc. JCA DESIGNED BY WAKE COUNTY, NORTH CAROLINA
This document, together with the concept's and designs presented herein, as an instrument of service, is intended only for the specific purpose '
and client for which it was prepared. Re se of and improper reliance on this document without written authorization and adaptation by P.O. BOX 33065 RALEIGH NORTH CAROLINA 27636-3068 EROS101 Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. + OSION CONTROL PLAN DESIGN C :
Copyright Kimley-Horn and Associates, In4d., 2008 PHONE: [phone] FAX-- [phone] BY., ATTACHED REFERENCE FILES: JOB NUMBER: SHEET NUMBER: SEAL: 3~~T.lot CHECKE D CMD 012858000 C'4
i

AI .03 .04 .00
~ '::,~~.1' ~ ~ 1/2' EXPANSION JOINT 1/2" CONTROL JOINT "SNOW CONE" CONCRETE A
I ~ 0 MIN. 30 LF INTERVALS i .0~ ,.00 AT TOP -PAINT YELLOW.
i ~ x.02 A2~ io c- ~i . i 2.0' MIN. 7.0'
• ~li~ ~ ~ •ri .r BROOM FlNISH CONC SURFACE ! 10 , h ~i • . "r , ` AREA INSIDE CF TGDLED EDGE
A2 OI a ~ . ~ • ` ..ti' • f TO ,CREATE PICTURE FRAME EFFECT 6" DIA. STEEL PIPE BOLLARD -FILL WITH 1.0' 2.5' 25' 3000 PSI CONCRETE
PEA GRAVEL CONC.. a•875•
PAINT TWO (2) COATS ~ 5• YELLOW.
' 7 , • ' O
C4 BINMINOUS SURFACE
~i_ BROOM FlNISH CONC SURFACE HATCH WIDTH $MOpR{ TOOLED FlNISH i
NOTES; AREA INSIDE OF TOOLED EDGE aF 90EWALK AROUND ALL EDGES, TYP ~ TO CREATE PICTURE FRAME EFFECT
1. !0' MAXIMUM BETWEEN CONSTRUCTION JOINTS. 15' MAXIMUM BETWEEN CONSTRUCTION JOINTS s'xs"
I 6' 12" ON MACHINE PDURS. 3000 PSI COMPRESSIVE WELDED W1RE~FABPoC SEE 9TE PLAN ~ < STRENGTH CONCRETE
° FOR DIMENSION y 2. I/2' EXPANSION JOINT EVERY. 90: • ~ • • ~ FINISH GRADE 1/2" OUl STEEL RODS (~f4 REBAR) COMPACTED BASE COURSE
+ 3' 4 3" Y , 3, 3000 PSI CONCRETE MINIMUM STRENGTH AT 28 DAYS. 2' 2' I' I/4"~ t' i 3 ~ I CROSS SLOPE 2.0' MINIMUM LENGTH
. 6 3' 4. 4' MAXIMUM SLUMP ~ , ~ ' ~,q• 'x•• 24" DIA. CONCRETE ELEVATION VIEW A .a FOOTING (3000 PSI a' 1.5' FROM
• ' . , 5. LIQUID MEMBRANE . i : . •a . r . ,.i • • • : I ' ' a j , CURING COMPOUND SHALL MEET M ' AT 28 DAY STRENGTH s, ,y 2DGE~3FPAVEMENT
~ , • • , • • ~ • ~ • . T' THE REQUIREMENTS OF SECTION 1026-2 Of NCDOT T ~ ° ' 6 . ' • • STANDARDS & SPECIFICATIONS FOR ROARS AND I/2" PREMOLDED t 2' CONTRa JaNr ' ~ 4"
• • • • • • • • , STRUCTURES EXPANSION J~NT FlLLER, / ~ • 4' ° • NOTE: ~-EDGE OF
ALL EDGES SQUARE a• 4 6. ALL CONSTRUCTION JOINTS SHALL BE FILLED EXPANSION JOINT CO 01 SECT10 `D ~ • 1. ANCHOR RODS TO BE'SLEEVED OR GREASED THRU CONCRETE PAVEMENT li • ° CURBS TO PERMR RELOCATION OF CURBS.
24' CURB & GUTTER WIT NTROL J NT • . H JOINT FILLER AND SEALER IN ACCORDANCE ~ WITH NCDOT ROADWAY STANDARD DETAIL 846.01 2. SEE SRE PLAN FOR CURB STOP LOCATIONS, TYPICALLY PIACED 2.5' OFF OF BACK OF CURB
THE JOINT MATERIAL SHA1L CONFORM TO SECTION t/2' DUw STEEL RODS (~4 REBAR)
1028-2 OF NCDOT'S STANDARD SPECIFICATIONS FOR CONCRETE SIDEWALK 2.0' MINIMUM LENGTH COMPACTED BASE COURSE
~ RDA S RDT m scuE D AND STRUCTURES. PIPE BOLLAR[ BOLLARD DETAIL CONCRETE WHEEL STOP DETAIL sECTION A - A
! 18 CURB & GUTTER :ALE Nor m scuE
Nor To SCAU: NOT TO SCALE !
i I
I ! le"
!
s~.flBS: LEGEND AND BORDER-GREEN
BACKGROUND-WHITE MAXIMUM
9. P u` mT~--O
ENALTY o 12' I-III-1 I I-III-I I i-
o „ 254 I I-I i t-I I I-I I I-I I I-I I I-I I
6 5'-0" 6° GS 20-37.8 SIGN R7-8 - - - - - - - 3
QR R'-~ RESER~ 11 II I I- I- - - II I 11 I II I II RESE - - - - RU D E
3° RA . BDTTDM aF slcNs ' R7-B QR R7-8o PARKIN ~ ~ R7_80 11 II=====- III III I II II RKING
! \ ~ ~ 6p '12p ~ SIGN APPROVED FQR UW. R _ =III=1 _ _ - - II - 11 11 III - I
I lI ~ ~ ' : ~ ti . • UNDER GENERAL STATUTE 20.37.8 SIGN SIGN
. ? . GOES HER / 'a~ R7 BD I ? . 'II / • II 1 6 4 000 PS ICON CRETE ,
V n - _ 2 - 6 AC B
-
! 18" CURE & GUTTER ~l I ~ 3 CO MPAC ED U T S BG RADE 95% a STA NDARD PROC TOR (
~ COMPACTED SUBGRADE 1~ ~ A A - _ NO
' NOTE: ALL CONCRETE TO BE 3,000 PSI IN 28 DAYS. SZ-.fl TES. sz.a
' PLAN FlNISHED GRADE SIGN APPROVED SECTION A-A UNDER GENERAL STA SIGN APP ROVED F oR usE 1. ALL PAVEME TS N BASES AND SU BGRADES SHALL BE UNDER GENERAL STATUTE 20.325 CONSTRUCTED IN ACCORDANCE WITH THE LATEST APPLICABLE
R~_~ " NCDOT STANDARDS & SPECIFICAl10NS.
.I .1 1 c ~ c• CONCRETE FLUME • ' ~ _ LEGEND AND BQRDER LE~u aND BGRDER-GREEN 30 x 30
! NOT TO SCALE WHITE s~+eo1 oN ~L WHITE sYMBDL GN ~uE eAaccROUND WHITE ON RED 2. REFER TO GEOTECHNICAL REPORT FOR ADDITIONAL
j BACKGROUND-WHILE BAGKGRDUND-WHITE INFORMATION.
STOP SIGN
HANDICAPPED PARKING SIGNAGE ! NOT TO SCALE CONCRETE PAVEMENT
NOT TO SCALE NOT TO SCALE
I
j
SIDEWALK ACCESS RAMP A SEE NOTE x3 ON
I DUMMY JOINT 4'a DUMMY JOINT vARIAeLE SLOPE VARIABLE SLOPE
SEE NOTE 1 SEE NOTE 1 Nor ro ExcEED IzA j 4' stop BAR TYPICAL ~ NOT TO EXCEED 12d
o$ xuac cRASSED AREA ~ ~ 5' SIDEWALK ~ -o
! swEwaLK swewaLK ~ ~ f6'-0'
k 8'-0' 4'-0' MIA: 6'-0' 4' , . , , , , BACX of L NORTH CAROLINA GENERAL STATUTE 136-44.14 REQUIRES THAT ALL STREET CURBS s-o 4 6-0 4-0 MIN. s-o SIDEWALK BEING CONSTRUCTED. OR RECONSTRUCTED FOR MAINTENANCE PROCEDURES, TRAFFIC,
j 4' stop BAR w I/2' EXPANSION JOINT- , ~ OPERATIONS, REPAIRS, CORRECTIONS OF UTILITIES OR ALTERED FOR ANY REASON AFTER SEPTEMBER 1973 SHALL PROVIDE SIDEWALK ACCESS RAMPS FOR THE PHYSICALLY
% ~ o i ~ ~ D o ~ GRASS STRIP p TDPOF HANDICAPPED AT ALL INTERSECTIONS WHERE BOTH CURB AND GUTTER ANO SIDEWALKS
> 4' STOP BAR ~ BACK OF CURB DEPRESSED SEE NOTE I Du cuRe ARE PROVIDED AND AT THE OTHER POINTS OF PEDESTRIANS FLOW. DUMMY DEPRESSED
~ TYPIC %:''1'• ;i,••r STANDARD CL>RA STANDARD ~ ! AL FACE OF CURB ~ ~ ~ r~-100 , ' 1 + - .:.1 ~ , p1Rg CURB TANDARO JOINT cURB IN ADDITION, SECTION 228 Of THE 1973 FEDERAL AID HIGHWAY SAFETY ACT REQUIRES cuRe PROVISIONS OF DEPRESSED CURBS ON ANY CURB CONSTRUCTED AFTER JULY 1, 1976
• I. A. • N•••1 .,A. •'I. A~ ,••A• •.I• SIDEWALK swEwALK SECTION 'G
~ ~-XING A r DETECTABLE WARNING DOMES INSroE PEDESrRaol SEE NorE • ~ DOUBLE ACCESS SECTION "C-C" WHETHER A SIDEWALK IS PROPOSED INITIALLY OR IS PLANNED FOR A FUTURE DATE DOUBLE ACCESS RAMP THE AMERICANS WITH DISABIL171ES ACT (ADAJ OF 1990 EXTENDS TO INDIVIDUALS WITH
DETAIL SHOWING TYPICAL LOCATION SEE NOTE I cROSSwALK LDIE PEDESTRIAN CROSSWALK -DEPRESSED CURB
OF SIDEWALK ACCESS RAMPS, PEDESTRIAN TYPIC ro' ~ a AL - 1 DISABILITIES COMPREHENSIVE CIVIL RIGHTS PROTECTION SIMILAR TO THOSE PROVIDED TO PERSONS ON THE BASIS OF RACE, SEX, NATIONAL ORIGIN AND RELIGION UNDER THE
CROSSWALKS AND STOP BARS. Is 0 ~ Is'-o' CIVIL RIGHTS ACT OF 1964. THE ADOPTED SIDEWALK ACCESS RAMPS HAVE BEEN DESIGNED
DOUBLE WHEELCHAIR RAMPS ARE TO BE ~ SIDEWALK ACCESS RAMP , , 60 40MIN. TD COMPLY WITH CURRENT ADA STANDARDS, 4'-0' MIN. 6'-0' BACK OF SIDEWALK
j INSTALLED AT ALL PUBLIC STREET ~ SIDEWALK vAR SLOPES Nol ~ o ~~T 2. SIDEWALK ACCESS RAMPS SHALL BE PROVIDED AT LOCATIONS AS SHOWN ON THE PLANS
INTERSECTIONS WHERE SIDEWALK 1S ro ExcEED 12,1 VARIABLE REQUIRED. WHEN SIDEWALK IS NOT 6.0' !UNLESS OTHERWISE SPECIFIED! DEPRESSED cuR6 ' ~~i'; OR AS DIRECTED BY THE ENGINEER. SIDEWALK ACCESS RAMPS SHALL BE LOCATED AS
REQUIRED, CURB IS TO BE DEPRESSED • A• . • • h . ' , ~ ~ s' TOP OF CURB fNDICATED IN THE DETAIL HOWEVER, THE LOCATION MAY 8E ADJUSTED AS DIRECTED BY THE ENGINEER WHERE EXISTING LIGHT POLES, FIRE .HYDRANTS, DROP INLETS, ETC. AFFECT
AT ALL RAMP LOCATIONS AS .SHOWN r DErECrAeLE s~EwaLK s~EwaLX aCCESS RAMP ~ PLACEMENT. AT ALL LOCATIONS, NOT LESS THAN 2 FEET OF FULL CURB SHALL BE PLACED
ON THIS SHEET. C srANDARO r s CLF~ al, GUTTER r OETECT~ _2' DETECTABLE GUttER BETWEEN DOUBLE RAMPS. WARNING DOMES LINE
SEE NOTE I SEE NOTE I 4, ~ MAxIMUU SLOPE W~r srANOARD cuRe WARNING a TYPICAL 4' stop BAR TYPICAL LIP Nor ro I PEO- uP NDT To Excem DOUBLE WHEELCHAIR RAMPS ARE 70 8E INSTALLED AT ALL PUBLIC STREET INTERSECTIONS
j Ia . ; DEPRESSED cuRl -oEPRESSED WHERE SIDEWALK 1S REQUIRED. WHEN SIDEWALK IS N07 REQUIRED, CURB !S TO BE DEPRESSED AT ALL RAMP LOCATIONS.
SIDEWALK SKIEWALK ACCESS RAMP ~t•~'"''; ~~!r,••: swEwaLK SECTION 'D• SECTION "D-D"
SIDEWALK A I w C ~ ~ - ~ RAMP WIDTH AREA VARIABLE 3. THE WALKING SURFACE SHALL BE SLIP RESISTANT. COLORS FOR THE DETECTABLE WARNING AREA
4 stop BAR w SECTION A A 4' CONCRETE ~ FauuroAnoN CRASS sr I --•I BASE DIAMETER SHALL BE DARK CHARCOAL GRAY FOR CONTRAST WITH LIGHT PATHWAY COLORS AND LIGHT
~ ~ FOR ALL PUBLIC STREET TIE-INS RP 0.45' R TO 0.70' R CONCRETE GRAY FOR CONTRAST WITH DARK PATHWAY COLORS. F 00 0.0 0 0
- > 4' STOP BAR ~ i > w 0 0 0 0 0 TOP DIAMETER OF NO 4" NO SLOPE ON THE SIDEWALK ACCESS RAMP SHALL EXCEED 0.08 (12:11 IN RELATIONSHIP TO
I ~ A AREA J 0 0 0 0 0 0 .LESS THAN 50% TO THE GRADE OF THE STREET.
sroEwALK swEwALK ~ SLOPE 12:1 MAX 16.0' MAX! I SEE NOTE I SEE NOTE I 12 ~ ceRe o NO MORE THAN 65% N 0 0 0 0 0 OF THE BASE
TYPICAL TYP 5' sroEwALK !CAL DIAMETER 5. IN NO CASE SHALL THE WIDTH OF THE SIDEWALK ACCESS RAMP BE LESS THAN 48'
~ DETAIL SHOWING TYPICAL LOCATION OF SIDEWALK ACCESS RAMPS 2 DETECTABLE SrAA17ARD r- s' ''''a,,' ~ tr. HOWEVER, RAMP MAY EXCEED 48: s:.
I PEDESTRIAN CROSSWALKS AND STOP BARS FOR TEE INTERSECTION • ; ' w~ ppoMES q~s a GurrER. '~a''"~, 4 :•.'s NOTE N 0.65' ~ 6' TO Y .,~~P~ 0.9 .ro MIN 20' 6. USE CLASS A (3000 PSIJ CONCRETE WITH A SIDEWALK FINISH 1N ORDER TO OBTAIN A ROUGH
,ti ~P ~ ~DEwAC~• ti~
• ~ ti~ ~1.4 ,i 2.4 NONSKID SURFACE.
ExPANSKIN Jou~lr Oe ! 5~ Oe~ 2 ~;i; ;;1•;!~;•. ~ PRECAST CLASS 'B' 5~ ~ CONCRETE 7. A I/2 EXPANSION JOINT WILL BE REQUIRED WHERE THE CONCRETE SIDEWALK ACCESS RAMP
! I SECTION "B-B' coNCRETE DETECTABLE WARNING JOINS THE CURB AND AS SHOWN ON THE STANDARD DRAWING. DOMES
FOUNDA710N 4' STOP BAR 8. SINGLE OR DIAGONAL RAMPS ARE ONLY PERMISSIBLE FOR NEW CONSTRUCTION
FOR RAMPS AT ASPHALT TO ASPHALT STREET TY B B PE DRIVEWAYS I OR PRIVATE STREET TIE 1N. NOTE:
' ~"'A~ sroEwALK NOTES: ISOMETRIC VIEW ALTERNATE MATERIAL MAY BE USED PROVIDED THE 9. ALL RAMPS MUST CONFORM TO THE NORTH CAROLINA ACCESSIBILITY CODE, SECTION 4.7. PRODUCT HAS BEEN APPROVED BY THE CITY AND
~ 1, DETECTABLE WARNING DOMES SHALL COVER 2'-O' LENGTH j GRASSED AREA qlA~ AREA AND FULL THE MANUFACTURER'S INSTALLATION REQUIREMENTS
.WIDTH OF THE RAMP FLOOR AS SHOWN ON DETAIL. MINIMUM SIZE OF PAVER SHALL BE I' X P. ARE MET.
DEPRESSED CURB & WINGS Ar RAMP 2. OBTAIN 70% CONTRAST VISIBILITY WITH ADJOJ LNG
I N SURFACE , ETHER HC RAMP DETAILS LIGHT ON DARK , OR DARK ON LIGHT SEQUENCE COVERING THE NOT TO SCALE
DETECTABLE WARNING AREA.
PREPARED IN THE OFFICE OF: CLIENT:
I mamaata. DATE: ~,,esa r1g~~,~ 08/3/07 PROJECT:
~so~~~ "°R'Z°NTiAs°"`~ JENCO CONCRETE PLANT
' ~ C1INSTRIif:Tl(1N PI AAIC I i•., ~ ¦ ~n c:nNC:~ ~:nN~:RFTF ~ ~~nri o roc I~Ir_ a~~
1-1 W I L/ Ui5 LMU ¦ man ¦ ¦ ¦ MWJ ¦ ¦ r ¦ ¦ ¦ -WEENE r w v v ¦ v ¦ v v¦ ~v¦ ¦r. I ~VVV VIlI 1 i~Vl 11\V¦ J~ o~ vERncN ACALE:
1 WAKE COUNTY REVIEW COMMENTS 09 28 07 JPK CMD
REV. No.: REVISION: DATE: DRAWN BY. CHECKED BY: TITLE: I and Associates, Inc. DRAWN BY: 512 THREE SISTERS ROAD
I - 6116ij = F This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by JCA BY. WAKE COUNTY, NORTH CAROLINA
Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. P.O. BOX 330 RALEIGH, NORTH CAROLINA 276'3068 68 CONSTR DESIGNED NSTRUCTION DETAILS 4jg JCA ATTACHED REFERENCE FILES: JOB NUMBER: SHEET NUMBER:
Copyright Kimley-Horn and Associates, Inc.; 2008 PHONE: (919 677- ) 2000 FAX [phone] NrN{N 3~12+oa CHECKED BY;
Man SEAL: CMD 012858000 0'5

I I p
prn i1 ioP a BoTTOY 10" „ t7 ~ H~ r n 4'-8° T5 @ 6" TOP a BOTTOM 2-"G" " r 10 Z OU
C7m I TOP OF FILL TOP OF FILL TOP OF FILL Z I 2.1~jS 2 2 H ~ i M U H Z ~ n n i0 ~,ryr 2~~ FILL FACE ~ 2„ _ N~, err Q Q 4
O O t1~e I 5 SPA. @ 11 II I~ II H' Z ~ Q ~ N O ~ - "Z" BARS IN - FILL FACE N~~U
~TA00 ~ ZH~ m0~-4~ I I I TOP OF FOOTING Vt @ 8" n n n "V"@ 1'-10'r r ~'n ~ U GROUND LIME i H GROUND LINE H GROUND LINE H ~ t7 C1 H z = D ~ - ~ @ ~ WING WALL V @ 11 rr~,n@'r-Orr 00~=Z'
rm-rz-I=D H pJC'=Z '00 nr~Tl o m Zi 01' PIPE NOT „ n ,nH W Q ZIL
_ Z2 , n SHOWN „ „ x.°~Dym "'-"'=rr_=n,T 7 ' m=„_y„p„,= n,ernau=u~ ei,ncn,n,usur= m~n,eu==m_ 7 -w=u,~usw= W~ZILS - =(AQO Vi @ 1'-6" Sx 1 - Z Ta f-U~O~ rT4 ~=~ZW i
N ~ O ui i rn a ur r= F- U ~ O C7 Z H ~ r ~ @ WING WALL N " 2 O _ I.D. Q H H OH ~ =1. zHOr'11 - ~ I.O. r ~7 O.D.r24YIN. u r I.O. s' NF- OW nO~Z v ~ ~ If0 YI NF-WOJ
C7O~Z m ,n f„ w NOT LE88THAN S 8, ,n ~~HJ ' ~-iD v ~ prp•g ~ / `5" iD - ~ ~'ID 'in :y:'. •ni .m OOVI`~ D~ ~ry 3-N1J a T4 iv z o H cQC 4'x4' CONCRETE 10' WIDE BERM N > RISER BOX ELEV=265.00
=•III~IFN/=111 I1,-111=1f1=11 ~II1~IU~ 111 =/L=11,= z ~ fA ~ Z3 B T „ a H TOP=263.50
~ H , D.D. - - - - - u, N O ~ T4 „ i T5 @ 6 r N O.D. 4 0.0. ~ ROCK = aH Z ' I 9 I- 8, O !2 MIN. " 0.0.112 1QN. ~ rp ui_W? r, °_„ryU= ,N J EARTH W U /a 3 N2 , „ 2 NOT LESS TFIAN 8 I O.D, t 4' NDT LESS TWW Bn ~ 0.0. r 0 •O o ° INV=254.00
o.D. + a' AS DIRECTED BY ENOR. ,-11~' „ -b SPA. @ it" "N" BANS SECTION - AA i D.D. + a' 39' 2'-7~"z >a Ix BoTTOY of Foorlxo SECTION BB AA
NORMAL EARTH FOUNDATION ROCK FOUNDATION tr ~ p~AN sEE srD. # 838.45 FOA GENERAL NO .45 FOA GENERAL NDTES, 1" ORIFICE "~'~Q ~ INV=258.00 ~~p
PIPE IN TRENCH UNSUITABLE MATERIAL FOUNDATION BILL OF MATERIAL FOA ENDY IATEAIAL FOA ENDWALL ~
TOP OF-FILL TOP OF FILL TOP aF FILL ~ , AEINF. STEEL 1 PI 3 ~ Z ~ m B-o BAR SIZE LENGTH N0. STEEL 1 PIPE J ~ ~Oq
m :LENGTH N0. ~IAI1 -i ~ ~ _ _ _ PERMANENT POOL ELEV=258.00_ _ _ _ F i
m H O~ m ~ 2-G1 B1 5'-5" 4 = Z ot: F- ao Z Z #4 5'-s" 4 15 0 3 Y S~Oq INV=254.00 HEADWALL 4'-6° 4 12 LL. Q N F
O YI i O.D. ' H YIN. OA YIN. O.D. ' H YIN. O.D. MIN. O.D. ' H NIN. D.D. ~ (n ~ r.• B 2-Vi @ 8" FILL FACE 62 #4 4'-5" 4 0 r K ~ HON ~ , „ Z , ~0
G7 * ~ Z .J ~ W 1-Vi SIR. FACE Hi , ° 1 O x ~ r QAOUND UNE oROUNA urn H t7 2 h ~ #4 6 -0 0 6'-0" 10 40 N W ~ 5~e 64 LF 24" RCP ~ 0.78%
"tA snauND uxE i ~ m ~ 12•BZ H2 #4 4'-0" 4 (jI i LD. LD. - - LD. - Q 0 N p 4'-0" 4 11 Q W BOTTOM EL=254.00 ; , fx 0
3 ~ - - OC H ~ " o t'° n N1 #5 3'-11" 10 m~ D _u, _n,=nr_u,_", , =m III VIII@I„pill -U, a-ure, n u _n,_m_ O Z Q O ~ ~ W 3 DIR. DRAINS r u Fi Z =m°n,=,n=_" iF,u.m2w=mr:w = _ = O ~ ~ f 8 ABDVE FLOW LINE N2 #4 -5 3'-11" 10 41 ~ F ;.d~:~~•.~;•y~.~r'Y GR UND
_~p - n. ~.m F1. r: _ QH 0 - ~ a 3 6 _=m=,=_,u_n,~.{•~,_ .!--Z-- O D' ~ io 5 SPA. @ 11" FILL ' O m ~ n.D. ~O.D.124 YIN.. o.D. ~o.D.lfz YIN. - rz G = D ~ 1 I - 2 SPA. @ 1'-1 FACE 2-V2, 2•V3, 2-V4 3'-5" 6 14 ° d .~~•o;e;'~'}N~Y~~ i
D I NOT LEGS THAN S NOT LESS THAN S" ,r_a"= a _,ueu,. ,n Ju=ur W O 'O ~ OJT STR G i AS DIRECTED Q~_ H O Q FACE 2-Ht, 1-N2 ~ V 4 ANTI-SEEP 24" RCP Q Z CONTRACTOR TO VERIFY WITH COLLAR INV=253.50 „ ° ~ ~ ONSITE GEOTECH IF LINER IS
N I + ' ROCK ~ t- ~ r n D p I O.D. + 2' O.D. 2 O.D.12a NIN. n MIN. O.D. O.D.r MIN. D.D. BY ENGINEER Z F"~ W ' 6 ' " H2 T1 #4 12 -B 5 Z rNIT LESS THAN 9. Q ~ ~ m m Q 3 SPA. @ 1 •3 FILL r- u 121-8~/ 6 51 Q V ~ REQUIRED FOR WET TxTx2.5' DEEP
(n ~ ~ ~ io 2-Bi 2•N1 FACE 3-Hi, 1•H2 V2 2 SPA. @ 1 TO T4 #4 5'-s" 6 y ~ NORMAL EARTH FOUNDATION ROCK FOUNDATION UNSUITABLE MATERIAL FOUNDATION N D CorysT. ~r. x2 ilvi Ft~va 1-va ' T5 #4 2'-6" 36 2'-6" 36 60 N W ~ DETENTION POND CONCRETE BLOCK FOR
a H PIPE ABOVE GROUND x co ~ B r z rn ~ o z ELEVATION vi #4 s'-3" s 6'-3" 6 25 = v ° AN11-FLOTATION
r O NOTESt APPROVED SUITABLE LOCAL MATERIAL OR SELECT MATERIAL FOR FOUrU1ATI0N CONDITIONING H Q O Iln ~ I V4 #4 '-1 " B D AS OIAECTED BY THE ENGINEFA. ~ O Z V4 V2 5 N z WET DETENTION BASIN DETAIL ATTACHED TO BOTTOM 5'•1" 6 20 J G N
O I.D. =THE YA%llRNl HORIZONTAL 1NSI~ OIYENSION. aPPROYEO BACIffILI OR SELECT BACKFILL YATERIU. WHEN 'H' IS OREATER THAN 90', ~ O ~ z t 3,.8„ 7" V3 #4 3'-11" 6 ~ ~ ~ USE SELECT YATERIAL OF THE APPROPRIATE CLASS AS FOLLOWS: Z Z , ~ O „ Z1 N1 3'-11" 6 16 c5 47 NOT TO SCALE OF RISER
~ O.D. =THE YALE YUM HORIZONTAL OUTSIDE DIMENSION. - F = - W ITI ~ ~ 312 ~ u V4 #4 2'-9" s Q u_m_u,_, UNDISIUABED EARTH MATERIAL ~ ~ Z2 3'-3" 7 .I ~ ,r SELECT WTERIAL W ~ r - - 2'-9" 6 11 w N ~ 4'-4" 4 18 ~
Z H =THE Fill. HEIGHT MEASURED VERTICALLY. AT ANY POINT 'H' o ~ 8„ a iv n r Z1 #5 4 -4 ~ 4 ALCt?<i TIE PIPE FROM THE TOP OF THE PIPE TO THE TOP CompaotbN rpurremadt fa.OadUR CLASS IV OVER 30 FEET ~ Z3 2.8 T4 Z Z2 #4 3 -1D 4 3'-10" 4 10 ~
OF THE ~I®At~gIENT AT TNAT POINT. AhGU be 9Bx ASTM D-Si& CLASS III DYER 40 FEET THROUGH 50 FEET iV iV r r j ~ CLASS II OYER30 FEET THROUON 40 FEET H1 5'-5" 9•N1 3•N2 Z3 #4 3 -2 ' 4 I THE CLASS OF SELECT MATERIAL USED Fal AN 1NDIYIDUAL PIPE INSTALLATION IS H2 3'-5° , -~HK. u 3`-2" 4 8
BASED ON THE MAXIMUM N' WN[CH OCCURS ALONG THE PIPE INSTALLATION. A HIGHER CLASS 1 '1 5 SPA. @ 11
LOOSELY PLACED APPROVED SUITP~.E LOCAL MATERIAL OA SELECT MATERIAL SELECT WTEAIAL, NOT TO EXCEED CLASS IV, RAY BE USED IN LIEU CLASS II OR III. N II II ?l II ll FOR FOUNDATION rXlNDITIONIIXi AS DIRECTED eY THE ENOINEER.tSTOrWS SELECT YATERIU wILL NOT BE REQUIRED AROUND THOSE PORTIONS OF INDIVIDUAL N BARS N BARS Z BARS WING ELEVATION EET 1 OF 1 ~ WILL NoT BE ALLOWED) PIPE INSTALLATION LOCATED UNDER THAT PART OF THE FILL NMERE 'His ~ FEET OR LESS SNEEf t OF 1 AEINF. STEEL LBS.
300.01 ~ B'pEEN MO~PERLYEBMd(FILLEDI~ LOUVERED W~rTH AT L~EALSVT 3 fEE~I' OF ~PP~IE~ IIpTPoERiat~.. 300.01 HEET 1 OF 2 "H", "N", a "Z" BAR DIYEN8ION5 ARE OlR TO OUT. EEL LBS. 409 SHEET ~ OF 2 EDGE OF WALL SHALL
838'.27 CON.lR.C. CU. VOS 5.i CU. vOS 5.6 $38.27 BE FLUSH WITH
A ALL BARS SHALL BE au BARS sHAU BE GUTTER FLOW LINE
#4 WITH MIN 2" COVER #4 WITH MIN 2" COVER r 12 p 1O" II SPACED AT 12" O.C. SPACED AT 12" O.C. pfl1 Ti TOP a BOTTOM 10„ ELEV=266.00 z o~. A
2+ EACH WAY EACH WAY H-~j 2'-1T " 4r-8n T5 @ 6P TOP a BOTTOM 2-n°n 2" Zn G: ~ I n ~ n rr aa~ .
r"--'1 2 2 #4 REBAR, TYP. ~ H' Z 11§' n I n~~ FILL FACE f W O ~ 5 SPA. @ 11 24" RCP y O ~ ~ - FILL FACE.
"Z" BARS IN i r 0 ~ "10 i TOP OF FOOTING E ~ V1 " n n n "V"@ 1' • 10" V"@ 1'•10" W JOpU,,,U
- ' - - - H Z = A I ~ DETAIL @ WING WALL V @ 11 2' i- S O D O m o m Zi m PIPE NOT nxn oo~xz rrHrr WaQ~=
~ Z ~ - 22 , „ n ,-an nZ„ -ra aU~oN 20'
i Z 't7 0 "Tt @1WINO WALL N N~ T4 4 MIN H O r ~ ~ I I-- o ~ ~ H q I, - - H ai N ~ o ~ BAFFLE, T1P.
- - - - z m ~ ~ m .o °C o ~ Q TOP ELEV=266.00 a ~ m N °z ,H°C o
~ D D a ~ ~ 5" iv T4 " INSTALLATION INSTRUCTIONS: eeeo 3-N1J - -~M N r,e 'll 0 B •niu I I- n m
i 1. PLACE PIPE IN TRENCH No I T4 Z3 B" 4. rs @ s B„ 2. ASSEMBLE PIPE AND POUR Z r ~ " I 3 •N2 „ a o 3' WEIR ~ o ' o ELEV=265.50 ~ B
ANn-sEEP COIlAR ~ „ „ „ 3'0 SECTION - AA 3. MANUALLY TAMP ALONG FULL LENGTH y„ "2`•it~s" INSBOTTOYIOF FOOTINGS AA ~ .
OF PIPE WITHIN A 2-FOOT DEPTH 3, 2.71 SECTION - BB i 4. HAND TAMP AROUND COLLAR 4 MIN 'r•. pLAN SEE STD. #838.45 FOA GENERAL NOi
45 FOA GENERAL NOTES,
BILL OF MATERIAL FOR ENDYU - T- - - - - an ~ y'.o" REINF. STEEL 1 PIP TEAIAL FOR ENDWALL iTEEI 1 PI PE J 5' S' S' 5' 5' 5'
„m BAR SIZE LENGTH N0. fl LENGTH N0. ~IriIT 3 5'x5' RIP RAP PAD N
5'-6" 4 15 0 3 Y CENTERED ON WEIR
Z + w ~ PIPE NOT ~ n ~ 2-VT @ 9 FILL FACE m SHOWN 62 #4 4 -6 4 - - - - - - ALL COLLARS SHALL BE O O r ~ B c ' m r n 4'-6" 4 12 u- O W
3000 PSI CONCRETE AT I"I H ~ ~ G1 #7 8 -8 2 i 28 DAYS. Z O 1-Yi SIR. FACE SLOPE ~ d r r, ~ C~ 2 Hi #4 6 -0 10 8'-8" 2 35 C7 Z c ~ 6'-0" 10 40 N W ~
r m 2-B2 r n SECTION A-A m ~ ia. ~ H2 #4 4.0 4 4'-0" 4 11 Q W ,
O D rA 10 3'-11" 10 41 ~ ~
Q Z ~ 6~ j i 3'~ A DRAINS 4 r rr ANTI SEEP COLLAR t, ~ N ~ a ABOVE N2 # 3.5 6 3'•5" s 14 ° ~ a SETTLEMENT CHAMBER B 3' WEIR A AGGREGATE PIT ° V ~ BOTTOM ELEV=261.00 ELEV=265.60 BOTTOM ELEV=263,00
I C y ~ o a.~. I_ FLOW LINE TAPER DETAIL I NOT TO SCALE ~ Z ~ Q Z 4 TOP WALL ELEV=266.00 TOP WALL ELEV=266.0
A H~o - - „ 5 SPA. @ 1T" FILL ~ ~ m ~ o B 2 SPA. @ 1'•101" SIR. FACE 2-V2, 2•v3, 2•va Ti #4 12'-B" s ° O 12~-8~~ 6 51 Q V ~ EDGE OF WALL SHALL
m io 2.N1 FACE 2-H1, 1•H2 T4 #4 5'-6" 6 1 , ~ ~ CONST. JT. 2•B1
Precast Drainage Structures m N ~ B 3 SPA. @ 1'•3" FILL H2 T5 #4 2'-6° 36 ~ 2'-6" 36 60 N ~ W BE FLUSH WITH
O z ELEVATION FACE 3-H1, 1-H2 y2 FAC@E -t0 V1 #4 s'-3" 6 ; m j o Z ~ H2 1•vz, 1•V3, T-va V2 #4 5'-1" 6 6'-3" 6 25 x ~ ~ PLAN VIEW GUTTER FLOW LINE N OC z ELEV=266.00
„ ~ ~ ~ z "zI zt 3'-8" 7 I V4 V3 #4 3'-11" B 5'-1" 6 20 J ~ ~ 3'-11" 6 16 C7 IL 47 0
m ~ 77 alb". I „ " V4 #4 2'-9" 6 a r- __t__I_ zz 9.9 T V4 2'-9" 6 11 w M p TOP WALL ELEV=266.00
~r _ o a n a„ Ht Z1 #5 4'-4" 4 1 ~ r' ~ iv z3 2-a Z2 #4 3'-10" 4 4'-4" 4 18 W ~ , n ~
Ht 6'•5" " a " - - „ „ Z3 #4 3'-2•' 4 3,12„ 4 is 3' WEIR ELEV=265.60 3, I
i 2.#6 H2 3'•5° 1'•1'~ ~NK. T4 Z I
I ~ M rr n n n n 9-Ni 3•N2 PROPOSED GRADE=265.00
AddulOnal N BARS N BARS Z BARS Relnfordn Bars „ n „ „ n „ 5 SPA. @ 11 REINF. STEEL LBS. 4 9 SHEET 2 OF 2 H , N , a Z BAR DIMENSIONS AAE OUT TOT OUT. CON.IC.S. CU. YDS 5.9
WING ELEVATION U. LYOS 5. g 09 SHEET 2 OF 2 M I Op~ Lf oC
Ass 838.27 i eRCk Adju6Unent 838.27 5 in I 31
j See Note "
°m SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE { . Varies o.~ IF SPECIFIED. AVAILABLE z oy
.s .~'~~'~G; ~ ~ STATE USE OF SYSTEM ON COVER Q¢ .BOTTOM INSIDE
x,.w>',~•: t. ~d100 L (I.E.: SEWER STORM DRAIN ELECTRICAL) i .:y~F~n';•,:'_fu''1215t4';SU:'• ?4 D H~~ a p ~ r z ~ ~ ~ AGGREGATE PIT 20' g'
I ~k;,'•s~' "".,,,st~,~.; VariBS H -i D TOP OF COVER • ~ 'r =:t;i~Ni•. See Nate a 42 B or 48 B ~ 00 z ELEV=263.00 a=y
{ d a p p ~ .:~,iSyy+~":?~a~'i}},~i~ti7~`~,••w 4 .,'1wn . S O A B B H-U,QO= ~ o BOTTOM INSIDE
I ~nl;: s ',.i~'4:i'}.VI''~N~'~!V'I~1 '°yl~: `•s rt}~~-0~;•^;:P s ' Z H O r ~ i ,:B ':I,:Ji:~' '~,Y~"N«'u~ry~rr. :S,r~:':~.4, ~ N . , - ~j H 1'r':~~ y.fj k~yd .M. 'M1'"7e rt.....~;': <`.:+t::i°"' ~1~ n .'~I ~ ~ o w SETTLEMENT
D Z°~~ ELEV s1,oo SECTION A-A
D ~ D NH v L- - L----- - - a°
I' ° ~ Z ' o
;:4n°- . ~ A B ~2 R. Varies • BAFFLE 3' WEIR WALL ELEV=265.50
BOTTOM OF COVER 1,2rr 4.i.'~~
~:,xc..: 1 R. H (BEHIND) (BEHIND)
i E PLAN V TOP WALL ELEV~266.00
OF CO ER i . , . . . U m
z PLA Z ~ N OF FRAME D: ~ I ~ ~ I BAFFLE NOTE;
=r Product 1)imenslons O N 1'-111° p WALL
I W r S V ~ 1. DIMENSIONS SHOWN ARE INSIDE FACE OF WALL
lin 2'-,1/,r 3 ~ ~ I OTHERSEFOR WALL TH CKNESSES, REINFORC NG Y
I 71 D 1'-11~" o Q I REQUIREMENTS AND ALL OTHER DESIGN DETAILS. I
i Z N D r 7 rr rT D 1 -10/6 ~ W I 2. CONTRACTOR SHALL FILL SETTLEMENT CHAMBER .
. Imp,
' 8' - 0` 9' 12" ASTM C•478 #5 ~6" O.C.E.W. #6 ~8' O.C,E.W. O ~ ~ ~ A ~ 1" ~ ~ TYPE #1 „ a g 15 5 WITH WATER PRIOR TO PLANT OPERATION TO
z 70 / \ „ I ~y2 ~ BOTTOM INSIDE ELEV=261.00 20 UNITRE PROPER OPERATION OF THE FORTRANS m W ~
/ 1 . O ~ n ~ H ~ ~ ~4~" _ J
Z j n 0 ~ ( 0 n ~ ~ 1r-ingtiu _ SECTION B-B
Materials ~ ~ ~ GGNCRETE: 4,000 PSI, Type II cemen#, m o ~ ~ \ ALTERNATE ~z
~ z ~ _ ~ - SECTION B-B z~ W
WALL REINFORCING: 4~" 2'-012" ~ ~ i ~ ~ ~ iHTS - LBS.
TOR ~ ~ ~ MINIMUM WEIGHTS - LBS. Br ASTMC-47f3Standard. S M DRAIN MANHOLE F E • is P RAM 0 2 -91/ ~ AGGREGATE PIT & SETTLEMENT CHAMBER DETAILS
NOT TO SCALE covER - 120 ' NOTE: SECTION A-A i ~ TOTAL - 300 NOT TO SCALE
a 4' min. wall for 42"e and 5"min: wall far 48"e. I ~ O i ~N
•No Scale• / SPECIFICATION I All Reinforcement to be Grade 40, or equivalent, welded wire mesh. All dimensions subJectto allowable HEET 1 OF 1 ~ ~ ~ ~ CLASS 30 IRON MEETING MEETING SHEET 1 OF 1
~ '"Variable grade adjustment by grade rings or brick as required. ~ ASTM A-48 speciTicataniolerances. $40.5'4 TYPE #2 840.54
I ,
DATE: PROJECT:
' PREPARED IN THE OFFICE OF: CLIENT: to ~cc€ve~.~e~ta~c~~aa 08~3~07
Rr o r4 •a~ptJ~'!/ ~r'~ N A
I ~ CONCRETE ASSOCIATES IN ~ ~~,~1° ,/~~a°' H~tIZONTAL SCALE: JENCO CONCRETE PLANT ~ ~ ~ oa `5~h°° o d ao ~ m
CONSTRUCTION PLA~tS 03/12/08 JCA CMD ~ ~B ~ VFRTIl:AI Sf:AIF~
N/A 512 THREE SISTERS ROAD.
1 WAKE COUNTY REVIEW COMMENTS 09/28 07 JPK CMD 03FAQ DRAWN BY.
REV. No.: REVISION: DATE: DRAWN BY. CHECKED BY. TITLE: I and Associat 0s, Inc. JCA STORMWATER ° DESIGNED
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by BY: WAKE COUNTY, NORTH CAROLINA
KimleY'Ham and Associates, Inc. sh4II be without liability to KimleY-Horn and Associates, Inc. P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 MAN) JCA ATTACHED REFERENCE FILES JOB NUMBER:
Copyright Kimfey-Horn and Associote,'s, Inc., 2008 PHONE: [phone] FAX: [phone] MANAGEMENT DETAILS CHECKED BY: SHEET NUMBER: SEAL: 3~`5f°g CMD 012858000 C'6
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~ 4' MIN. SLT FENCE • 50' MIN. NOTES;
i BUT SUFFICIENT TO KEEP 1. PUT SILT FENCE OR TREE PROTEC110N-FENCE UP TO
I SEDIMENT ON SITE ENSURE CONSTRUC170N ENTRANCE IS USED.
j
; ` 2. IF CONSTRUC •.1 ''~ti~i, TION ON THE SITES ARE SUCH THAT THE MUD • ~,'.;...,;.::~.•::;•'.°':~~:.::;`'r~':.;~.?.r;•''%:~:'.:•:v~'' IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE
f TOP OF SILT FENCE ' y . ~ , ' • - ~'92"-3" STONE TO BE USED: ••''•~a STONE, THEN THE TIRES OF THE VEHICLES MUST BE WASHED
I " MUST BE AT LEAST 1' ! ~ 18 FREEBOARD MIN, ABOVE THE 'fOP OF • . : • EXISTING ' ~ ' 25' OR WIDTH OF BEFORE ENTERING THE PUBLIC ROAD. - : ; • ~ ;:(SURGE STONE OR RAILROAD, ' ROADWAY ,;,BALLAST PROPOSED STREET,
I CAP TOP OF 8' PVC 1HE WASHED STONE (USE B' PFE FOR IXWNAI,'ES TOP OF BERM )~:'':~'':::`'•-'.w~;• WHICHEVER IS MAINTAIN GR • 3• AVEL PAD IN A CONDITION TO PREVENT MUD OR
GREATER THAN 10 ACRES 'Y'•~~.;'•~:` ~ GREATER. SEDIMENT FROM LEAVING ~ WILL CONSTRUCTION SITE. ENTRANCE • ~ • REQUIRE PERIODIC REMOVAL OF SEDIMENT-LADEN
~o Tor ELEVanoN of sroRMwaTER 5' MIN ` ;,y ''";4 ~ .~`'•,•~M; STONE AND REPLACEMENT WITH FRESH STONE.
F RONT VIEW I TRAP a ~ , ~ ~ BURY WIRE FENCE,
4 MAX DEPTH, 2 MIN EPTH ~ EMBED ~ FlLTt~V FABRIC, AND HARDWARE
a~ m ~ 'S TARP T2' 9.~, sTEEL j ~ w 8' PVC (NO STEEL, FENCE POST FENCE POST EEL FENCE Posr a°rH I"'s~1CH PLAN VIEW
m p p SLOTS) NSBPA SET MAX 2' APART j 0] PAO NTRE FENCE MIN. is' INTO 7 MAX 2' APnA~RT,~ V. 18' INTO ~`"~1
GROUND I HARDWARE CLOTH i IOUND
EMBED
TAfB+ 12' JS WASHED STONE FlLTER TARP EXTENDS BEYON FlLTER OF X57
i TO TOP OF HOtE3 TOE OF BACK SLOPE WASLIED STONE 35' MIN. 15' MIN. NEW CONSTRUC110N EXISTING ROADWAY
I e INLET SHALL aE PROTECTED .$,ESTION THRU BASIN FILTER SFE NOTE T
(AS NEEDED) FR011 EROSION Fqi HqE SPECS ~Fl~ FABRIC ND WI1N RIPRM, TARP, M TDNG SEDIMENT OR EQUIVALENT:
PIT NOTES: ~ 25X o 0 0 1. REMOVE SEDIM OTES: 6" MIN. • 12" MIN.
25X-5DX ° 2. REPLACE STON AZO{y REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED. ' REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
18' MIN
I - TOP OF DAM BURY WIRE FENCE AND HARDWARE CLOTH BURY 8' Of UPPER EDGE OF
-TARP PROIECnON ~ FlLiER FABRIC IN TRENCH POROUS BAFFLE (TYP.) I . FABRIC UNDER STONE
DITCH AND BURY TARP ~ EDGE (MIN. 12 )
0' MI N WEIR LENGTH CROSS SECTION
s• Pvc w/HQLES SECTION VIEW 1~
~ fly SEC110N THR WEIR
~M C~UN I ORTTiCAROUN i
STANDARD SILT FENCE OUTLET COUN fCE OUTLET N0R7~°'~°~'
EFFECTNE: 01/31/08 -NOTE 1 STANDARD CONSTRUCTION ENTRANCE
f P RSP TIVE vlEw HOLE SPECS: EFFECTIVE: Ol/31/08
' DEWATERING HOLES YALL BE INSTALLED IN SETS OF HORIZONTAL RINGS. THE
j GENERAL NOTES FlRST SET OF HOLES WILL BE SET RISER. RINGS WILL CONtiNUE UP THEIRISER~IN (INTERVALS OF THE
~ 3 INgIES. 1. DRAW DOWW RISER do BARREL SHALL BE 6" SCH, 40 PVC HOLES WILL BE 3 4 I ~ WITH gFAN-OUT CAP ANO 3/4" HOLES, SEE NOTE 1 FOR NUMBER AROUND THE RISER. THE NUMB~~ AND BE SPACD EQUALLY NOTES:
AND SPAgNG OF HOLES. DRAINAGE ER OF HOLES PER RING WILL EQUAL TO 1HE 2. THE TARP USED TO PROTECT THE WEIR SHALL BE THE WIDTH
SPECIFlED. THE LENGTH OF THE TARP SHALL BE ACCORDIN 1. TEMPORARY DIVERSION DITCH TO BE USED TO INTERCEPT FLOW AND OR DIVERT AVAB.ABIE SUPPLY. IF MULTIPLE TARPS ARE 10 BE USED, THEN A BASIN DRAINING 2,0 ACRES SHOULD HA / TO A SEDIME '
VE 2 HOLES PER RING EVERY 3 2. SILT SHALL BE REMOVED WHEN DITCH IS ONE-HALF FULL. N TARPS SHALL BE OVERLAPPED AT LEAST 12", 7HE UPSTREAM 12" INCHES ON 1HE RISER PIPE. THE FlRST RING 2 HOLES N1 TARP SHALL OVERLAP THE DOWNSTREAM TARP. 1HE TARP SHALL INCHES FROM THE BOTTOM OF THE RISER. ( ) LL BE SEi 8 3. DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY E UIP ' TO A SEDIMENT CONTROL MEASURE OR BMP. '
BE 50 MIL HEAVY DULY SILVER TARPAULINS OR EQUIVALENT FOR ' 4. STABILIZE DIVERSIO Q MENT OR COVERED BY FILL. j u.v. RESISTANCE. N DITCH BERM WITH TEMPORAR NOTE; ROUND DRAINAGE AREA TO THE NEAREST WHOLE NUMBER TO Y SEEDING, MULCH WITH TAC, AND/OR EROS(( BY FILL. A A
3. MAIXTENANCE: SEDIMENT TO BE REMOVED AND PROPERLY DETERMINE NUMBER OF HOLES. ~ DISPOSED OF WHEN BASIN IS HALF FULL. GRAVEL FlLTER AROUND AND/OR EROSION CONTROL NETTING.
~ RISER SHOULD BE REPLACED AS NEEDED TO ENSURE DEWATERING, PIPE i
COUNT
ORTH CAROLIN I
STANDARD C USTOM BASIN _
EFFECTIVE: 01/31/08 I = ~II_ ~ WASTE MATERIAL-COMPAC 2' MIN. TERIAL-COMPACT, I NOTES.
~ << VAR. SEED & MULCH AFTER j -I S(OA CONSTRUCTION OF DITCH ULCH AFTER ,r
i- 2 - 10 _I ~ F LION OF DITCH : • . ; , : 1. L =THE LENGTH OF 1HE RIPRAP APRON, II
1=
' 11= ~ "``4 • • . ~ PLAN VIEW 2. d = 1.5 TIMES 1NE MAXIMUM STONE DIAMETER BUT NOT
- 2,• , - - - ~ VAR. - LESS 1NAN 6" (INCHES).
- - - P - , I- - - M III II-- III it D - II II _ z II I -III-III--? I - - - qk -I I I- II I I I III I I -I I I_ - 2=_ I I I- ~~`P~_III_I•II_I~ ~II•hII _II•I_II'I_ 3. IN AWELL-DEFINED CHANNEL EXTEND THE APRON UP THE
- I- I II ~ II I I_ III-III-III-III-III-III-III' CHANNEL BANKS TO AN ELEVATION OF 6" (INCHES) ABOVE THE MAXIMUM TAILWAIER DEP111 OR TO THE TOP OF THE
- - - I --=-=1_111 BANK, WHICHEVER IS LESS.
I_ B• I_-- wx . I 12 II' L
TOP OF DAM i 4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
TARP PROTECTION PIPE o INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDAl10N. ~ I
i f.. DITCH AND BURY TARP a....... , , ,
iNFLOw ~ mcE MIN. CROSS SECTIONAL VIEW STRUCTURE ~ x 1G MW ( 127 I VIEW
I m HEIR LENGTH - a - I~
SECTION THRLI WEIR - ~r ~ -
r
SECTION'A-A' FABRIC
~ EMERGENCY CC( ~ SPILL ul~ WAY NOTE 1 NORTHCAROtud
HOLE SPECS. STANDARD TEMPORARY DIVE RSION DITC COUNT SIGN DITCH N°R'~~°~` STANDARD PIPE OUTLET TO WELL-DEFINED C
EFFECTNE: O1/31/08 DEWATERING HOLES WILL BE INSTALLED IN SETS OF HORIZONTAL RINGS, THE
FlRST SET OF HOLES WILL BE SET B INCHES FROM 1HE BO RISER. RINGS VALL CON TTOM ~ THE nNUE UP 1HE RISER IN INTERVALS OF 3 INCHES, EFFECTIVE: 41/31/08 HANNEL
~ HOLES HALL BE 3/4 INCH IN DIAMETER AND WILL BE SPACED E U BAFFLES AROUND THE RISER. 1HE NUMBER OF HOLES PER RINC IMLL E Q ALLY
DRAINAGE AREA. QUAL TO THE
PLAN VIEW F.~A6IQLE, A BASIN DRAINING 2.0 ACRES SHOULD HAVE 2 HOLES PER RING EVERY 3 1/2 DIAMETER OF PIPE COARSE AGGREGATE EAR1H FILL COVERED BY • OR 12" WHICHEVER IS 6" DEEP. LARGE ANGULAR ROCK
INCHES ON 7HE RISER PIPE, THE FIRST RING 2 HOLE INCHES FROM THE BOTTOM OF THE RISER. S) WILL BE SET 6 NOTES: GREATER
1. BAFFLE MATERIAL SHOULD B fERIAI, SHOULD BE SECURED AT THE BOTTOM AND SIDES FILTER FABRIC O
~ i' MIL FREEBOARD TOP OF BERM NOTE.. ROUND DRAINAGE AREA TO THE NEAREST WHOLE NUMBER TO DETERMINE NUMBER OF HOLES. USING STAPLES OR BY TRENC LES OR BY TRENCHING AS FOR SII,T FENCE.
2. MOST OF THE SEDIlv1ENT WII,I INFLOW BAFFLES. ES IP LLW Y STRUCTURE - WHICH SH OULD BE READII,Y ~ E SEDIlv1ENT WII,L ACCUMULATE IDi THE 1 ST BAY, _I I I 7LD BE READII,Y ACCESSIBLE FOR MAIIS'TENANCE, _ o
C ELEVAnON j . ~ + f ~Telceu , . o°A c~u : 3. PROVIDE 3 BAFFLES u%ufbas~u 25/oo£havti' (USETWC AP TOP OF TRASH AqC GENERAL NOTES: ~ ~ .u~area _ 5 BAFFLES FOR DRAINAGE ARi 8" PVC PIPE area '~AFFLES (USE TWO IF LESS THAN 20 FEET IN LENGTH), PROVIDE I I (_I II I II_• I I I_ III=I I I_ DR DRAINAGE AREAS GREATER THAN 10 ACRES. _
1) BASIN SHOULD BE CLEANED OUT WHEN CAPACITY REACHES AN ELEVA710N 4. BAFFLE SHALL BE 700 G/M2 C( LL BE 700 G/M2 COIlt EROSION BLANKET, I •
~`i WASHED No1E: BLOCK REPRESENTING THAT _ ~ ~ ~ ZD' THE BASIN IS HALF FULL ~y~}4~; T 5. TOPS OF BAFFLES SHOULD BE DEWATERING STONE FlLTER OFW~RMaNENT 2) PROVIDE A MINIMUM OF THREE POROU ~ - " eutfioeuaa: 1 ~I-` 6. INSPECTBAF S BAFFLES TO EVENLY DISTRIBUTE FLOW ~ FLES FOR REPAIlt ZONE TO TOP OF RISER DURING ACROSS THE BARN, REDUCING TURBULENCE, ,1 ' 1°.°` ~FLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE BERMS ~FLES FOR REPAIlt ONCE A WEEK AND AFTER EACH RAIIVFALL I- • 4 • •
HOLES CONSTRUCnON ~:~..y ~ - PHASE OF THE 3) BAFFLE MATERIAL MUST BE SECURED AT THE BOTTOM AND SID " CAPACITY OF PIPE CULVERTS
PRO~CT. STAPLES OR BY TRENCHING AS FOR A SILT FENCE, ES USING I ~ 4) MOST ~ THE SEDIMENT WILL ACCUMULATE IN 1HE FlRST BAY, SO THIS ~ TOGETHER =BANK FULL FLOW ~ ~-'I ~ I-I I I-
SHOULD BE READILY AVAILABLE FOR MAINTENANCE. _ INLET SHALL BE PROlEC1ED 5) THE TARP USED TO
DAEN~n~ OATAnON PROTECT THE WEIR SHALL BE THE WIDTH SPECIFlED. THE (AS NEEDED) FROM EROSION LENGTH Of THE TARP SHALL BE ACCORDING TO AVAI ELEVATION •-~.;~x;F~ow`~'
WITH RIPRAP, TARP, MATTING I MULTIPLE TARPS ARE TO BE USED, 7HEN TARPS SHALL BE SUPPLY. IF OR EQUIVALENT. ANn-SEEP C N " OVERLAPPED AT EAR1H FILL COVERED BY ~ LARGE ANGULAR ROCK
E NOTE 1 LEAST 12. THE UPSTREAM 12 TARP SHALL OVERLAP THE DOWNSTREAM FOR HOLE SPECS pi~pA~ PAD TARP. THE TARP SHALL BE 50 MIL HEAVY DUTY SILVER TARPAULINS OR PLAN VIEW
EQUIVALENT FOR U.V. RESISTANCE CR OSS SE( CROSS SECTION CMP OUTLET PIPE RIP RAP 6) DURING THE CONSTRUC110N PH CROSS SECTION COARSE AGGREGATE
STORMWATER RISER SHALL ONLYSDEWATER F ROJECT, PERMANENT. ROM THE TOP OF PIPE, SUPPORT ROPE SUPPORT POS' 7) POND SHALL NOT BE CONVERTED FOR STORMWATER USE UN11L APP TO WIRE SUPPORT POST o p ~ ° 0° (Q ~ qD ° 0 0 ~ o
ROVED BY TO 24 INTRO BOTP ENVIRONMENTAL ENGINEER. PREVENT SAGGING OR SIDE 24 INTRO BOTTOM 0' o. ° g D °o O° O O 0 .O O o o ~ ~ ~ OR SIDE SUPP~ TWOIRE O o D o '000 0 o° °O 0 0 0 0 0 0° p o O ~.o OO o D o
oo O o Do 0 0 °o ~ o0 00 ° 0 00'0 .0' 0 00 ~ 0 0° • ° oD
COUN _ O o 0 0 O oD,oO ° O O O~pOOo~ 0 00 O'OOo o°OoOp 0.0.0 00°q~ °p
NORTH CAROL. FENCE AND FABRIC
STANDARD CUST OM BASIN ATT BURIED ~r TRENC ACHED TO PE H RMANENT RI SER o°°~.~ ~0 ~ 0 oOO~OOoo Oo.O:~Op..o0.~0~0.~0. oo•o o O~o00o°0°D .°°oO °pQo 00°,0 Q•po'D.dO ° °D0 °
EFFECTIVE: 01/31/08 _____sTEEI POST I 0'o Do°o AO ~••0O °0.0° po D o. 000 D, ° 00
I 6"X6"TRENCH, COIR 0 DO~o°°°°0°° O°o• 0 0000 0 00, ~ Oo °a o00 oD D'oO
~ MESH OR SIMILAR, , BACKFII.LED AND Q' TRENCHED INTO BOTTC iSH OR SIMILAR, STAPLED OR ~ ° o' 0° . o ° 0 0 00 0 ~ , 0 ° ° ~ o 0 0 0 . p .o •0 b° HED INTO BOTTOM OR SIDE {~q~0 ~
COMPACTED
SECTION VIEW AT OPENING
_ I MINIMUM ~ STREAM. CHANNEL;''; 25
I I ~ ' MINIMUM TOP OF BANK • , , TOP OF BANK
C~UN PLAN
oRTTtcARo COUNT
STANDARD BAFFLES DETAIL EFFECTIVE: 01/31/08 4IL xORTHCAR°i.ua STANDARD TEMPORARY STREAM CROSSING
PREPARED IN THE OFFICE OF: EFFECTIVE: Ol/31/08
CLIENT:
CONSTRUCTION ,~+~r~asnioae Dam, / / PROJECT:
PLANS I _ ~m nrn _ _ _ . _ _ - - - - - - ~ct~~~Rn~'~~. 08 3 07
Q WAKE COUNTY REVIEW COMMENTS U09,3 1L/C~ ACA CMD I \11 I I I V ~ItN
09/28/07 JPK CMD CONCRETE ASSOCIATES, INC:H~IZNrALAscALE: JENCO CONCRETE PLANT
REV. No.: REVISION: DATE: DRAWN BY. CHECKED BY: This document, together with the concept and designs presented herein, as an instrument of service an Associates Inc VERTICAL SCALE:
TITLE: and client for which it was prepared. Re se of and improper reliance on this document without written authorization and adaptation by ' e $ N A 5.12 THREE SISTERS ROAD w DRAWN BY:
Klmley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. FAX P.O. BOX 33068 -RALEIGH ight Kimley-Horn and Assoc
Copyr iates, Inc., 2008 , NORTH CAROLINA 27636-3068 ROSION PHONES [phone] ; SION CONTROLWAKE JCA DETAILSESIGNED BY: COUNTY, NORTH CAROLINA
(919} 6T7-2050 etr?9~~ JCA ATTACHED REFERENCE FILES: JOB SHEET NUMBER:
SEAL: CHECKED CMD NUMBER: .
012858000 G'-7

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FINISHED GRADE
~
i
FINAL
I BACKFILL
I f { 4.00"
1 UNDISTURBED SOIL
STANDARD 4" BR( ANDARD 4" BRONZE CLEANOUT PLUG
i a:• ~l
'
INITIAL
BACKFILL
SPRING LINE ~ : I ' 6Z STONE
~ ° HAUNCHING ° ° PIPE GRADE
~ ~ a°° °~p
° ~ ° ~ 4' BEDDING
I °
AM WELL UNDER MINIMUM SIDE T P
' O.D. OF PIPE 6' / BOTTOM HALF 6 CLEARANCE
OF PIPE
~ TYPICAL TRENCH BOTTOM DIMENSIONS FOR
SDR 35 PVC GRAVITY PIPE
NOTES:
{ I. For trenches requiring shoring and bracing, dimensions shall CLEANOUT FER CLEANOUT FERRULE WITH PLUG
be taken from the inside -face of the shoring and bracing.
~ . No rocks or boulders 4' or lar er to be used in initial backfill. 2 9
~ 3. Ali backfill material shall be suitable native material. STYLES ACCEPTED: TED:
i 4. Backfili shall be tamped In 6' Ilfts In traffic areas, 12' in INVERTED NUT
non-traffic areas. RAISED NUT
I TRENCH BOTTOM DIMENSIONS AND BACKFILLING
OR SDR-35 PVC PIPE 4" CLEAN( REQUIREMENTS F 4" CLEANOUT PLUG DETAIL
NOT TO SCALE NOT TO SCAL' NOT TO SCALE
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CLIENT: ~ s~s0$`"" ' ~A08/3/07 PROJECT: ~
i PREPARED IN THE OFFICE OF: ~"'~`4~~t~,+e°°° HORIZONTAL SCALE,
I °~~~~~~r~4'~~°~ N A JENCO CONCRETE. PLANT
. _ ~ r1 .CONCRETE ASSOCIATES, INC. p~ yER11CAL SCALE:
/V~AICTDI I/~TIAAI DI AAIC 03 ~1 /.IOS JCA CMD ~iTl~~~l n I~ ti /a X19 TLIQGG CICTFRC RC~A11
U IiVIVJ II~U1r 11VIV rLl11Y.7 9-1 ~ ) J.1, 11 CA V BL I a u a&-@- WNW 1 v1 1 ...o saw
WAKE COUNTY REVIEW COMMENTS 09/28 07 JPK CMD TITLE: 1 x DRAWN BY. ~o DESIGNED BY: WAKE COUNTY, NORTH CAROLINA
Inc. REV. No.: RENSION: DATE DRAWN BY: CHECKED BY: and Associates, a~a c
This document together with the conce' is and designs presented herein, as an instrument of service, is intended only for the specc purpose WATEF Thi VATER & SEWER DETAILS tea. JCA ATTACHED REFERENCE FILES: JOB NUMBER: SHEET NUMBER:
and client for which it was prepared . euse of and improper reliance on this document without written authorization and adaptation by P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 Kimle>~-Horn and Associates, Inc. shall a without liability to Kimley-Horn and Associates, Inc. _2050 3/131a8 CHECKED BY.
Copyright Kimley-Horn and Associates. Inc., 2008 PHONE= [phone] FAX-- (919) 677 SEAL CMD 012858000 C-8
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I I , PROPOSED MEDIUM i END. GENERAL LANDSCAPE NOTES SITE LEG
INTENSITY USE vs. I I ~ ADJACENT VACANTi-1 1. ANY AREAS NOT SCHEDULED FOR HARDSCAPE, PLANTINGS, MULCH, OR SODDED LAWN SHALL BE SEEDED LAWN.
1 I I { ZONING SIGN
° ' I QP NO BUFFER REQUIRED I 5 2. CONTRACTOR SHALL AMEND ALL PROPOSED PLANT BEDS WITH COMPOST. t- PAINTED TRAFFIC ARROW COMPOST SHALL BE APPLICABLE TO THE GEOGRAPHIC AREA OF
I IB HANDICAP PARKING SPACE INSTALLATION PER THE MANUFACTURER'S SPECIFICATIONS.
PK - - 3. NO PLANT SUBST1TUTlONS ARE PERMITTED WITHOUT WRITTEN APPROVAL OF
50 S.H.0.0. I , BUFFER YARD H.o.o. IPS ;YARD ~ PROPOSED PAVEMENT STRIPING THE LANDSCAPE ARCHITECT.
M MULCH TO NATURAL AREA
1 ~I - - ~ I .,r~,: - - ~ PROPOSED CURB AND GUTTER 4. ALL PLANT AND BED LINE LOCATIONS SHALL BE STAKED IN THE FIELD AND
(i I 'TREE OFFICE AND • I 50 a TYPE A BUFFER. APPROVED BY THE OWNER'S REPRESENTATIVE p.BJ_D$. TO INSTALLATION. 1 ~ BY EXISTING VEGETATION 5. ALL PLANTINGS SHALL BE INSTALLED WITH THE SPECIFIED LAYER OF MULCH.
I , ROCTECTION AR A ' a • ' e MAINTENANCE I P ~ BUILDING • • ~ I. I TO REMAIN 20 PROPOSED PARKING SPACES REFERENCE DETAILS AND SPECIFICATIONS FOR DEPTH AND TYPE OF MULCH.
o I MULCH TO
9 ~ NATURAL 8 I I AREA a~ q° N Q PROPOSED CONCRETE PAVEMENT
I ~ ~ I ~ ' Q 28
I 3 MULCH ~ , I I - _ - PROPERTY LINE
I RING TYP. ~ I C I ( ( ) : a•~ . i I .4 ~ • ~
-I I I a I'•• Q RR R TREE PROTECTION AREA
~ ~ ° ~ ~ J i / - BUFFER YARD
9 a a i
.a . '7r .1 3 3 a . a /
~l I ~ a • . IPI I ~ Q 20 . • QP ML~. ML • . - ~ IPF 0-o PROPOSED SITE LIGHTING
I a s 4 a ~ / II •a a .~I J.~•~. ~•:4.~ / i
( a I a 4. a .
' ~ 4 ~
:a'a. d~ L' :.a. '3 / 1 a °9''` / ~ ' a' IBa
a•
i ' L a~ a •.d. /
I a a 1.0 2O / / ' ~ 'a p4.
~ I a JS / ' R Rh'
I SEEDED ~ I LAWN d ' 'Q • a ' . 1 / R
I EACH SIDE Qd ~ • a ~ a ~ / ( )
~I QS CA
o ~ CP " I EXISTING VEGETATION
~I I I TO REMAIN
~D { I
~ ' I ( SEEDED r ~ ~ / ~ ~ I { LAWN
n ~
.I i ~ ~ i
ED ~ I= AREA OF PROPOS /
v SEPTIC .SYSTEM ~ { (SEEDED LAWN) TT ! I STOR ~ i
~L1 MWATER MASTER PLANT LIST
' I I G T N i I I MANA EMEN PO D ) SPECIE CATION
I ~ I ~ ~ 5' TREE TYPE SYM.IKEY QTY. BOTANICAL NAME COMMON NAME CALIPER HEIGHT SPREAD R00T SPACING OTHER
{ / PROTECTION NC DOT
/ AREA SE STATION ~ I TRA VER LI 1 Lagerstromia indica 'Nachez' 'Natchez White' Crape Myrtle 12' MIN. B&B/CONT. AS SHOWN
/ CP C~1 ~ ~ BY104-2
QP 2 Quercus phellos Willow Oak 2 1/2" 12-14' B&B AS SHOWN
~ ~ I / i I I ~ TREES
i I / AND QS 5 Quercus shumardii Shumard Oak 2 1/2" 12' B&B AS SHOWN SHRUBS
TYPE A BUFFER I I / STING EA 17 Euonymous alatus 'Compactus' Compact Winged Euonymous 18" MIN CONT. 3' o.c.
S BY EXI I B 0• .VEGETATION i / G,~ A
I { / T~,3' TO REM IN / ' ,p do ~ IB 40 - Ilex cornuta 'Bufordii Nana' Dwarf Burford Holly 18" MIN CONT. 4' o.c.
I I / •o ~ { I q,~o ML 17. Miscanthus Sinensis 'Morning Light' Morning Light Miscanthus 24" MIN CONT. 4' o.c.
I / IC 28 Ilex cornuta 'carissa' Larissa Holly 18" MIN CONT. 3.5' o.c.
II I °I
I / I / ND 8 Nandina domestics Heavenlly Bamboo -Nandina 24" MIN CONT. as shown
{ 50 TREE / JS 17 Juniperus Horizontalis 'youngstown' Youngstown Juniper 8" MIN 18° MIN CONT. 4' o.c.
PROTECTION AREA 2 ~ I
/ ;I / I / 3
i / 7
~ I I / / { I I 8
' ° { / 6 1 TREE STRAP 9 / O REE STRAP 5
i ( / '~i / 2 4
/ O DOUBLE STRAND 1 I! I HOSE PAINTED FL( OUBLE STRAND 12 GAUGE WIRE COVERED Wl2-PLY RUBBER OSE PAINTED FLOURESCENT ORANGE
~ / 3 ~ I / SPACING
~3 8' STEEL TEE POST / II / STEEL TEE POST ~ AS NOTED
/ ! { I / 4 WHITE WARNING F MITE WARNING FLAGGING ' ~'f~"~',
~ / PLAN r.Y1~"~:r NY+t.. '~'H.~t.FSI~''1,~,h I I •t ;~`+i i0;
o I g ROOTBALL: P 0 I C / -IN SANDY 1 WELL [ N SANDY 1 WELL DRAINED SOIL CONDITIONS: ~ ~
I / SET TOP SURFACE ET TOP SURFACE ELEVATION OF ROOTBALL 1 ~ 9 O O
/ FLUSH WITH FINAL .USH WITH FINAL EXISTING GRADE. 1° 12 0
I LAY F -IN HEAVY C I N HEAVY CLAY I POORLY DRAINED SOIL CONDITIONS: SET 12 6
I I TOP SURFACE ELE / DP SURFACE ELEVATION OF ROOTBALL 114 -1/3 OF O O
{ I / ROOTBALL ABOVE I / OOTBALL ABOVE FINAL EXISTING GRADE. e LANDSCAPE BED LAWN-?
~ I I / / EARTHEN SAUCER I ° ARTHEN SAUCER 11
1 I 9 11 13 V
~ I 2 07 3"MULCH LAYER (1 ' V I \ 'MULCH LAYER (TRIPLE SHREDDED HARDWOOD) 6 ~~f SECTION s
3 ®EXCAVATE PLANTII >(CAVATE PLANTING PIT TO 3 TIMES THE J
i I / / " " WIDTH OF ROOTBF 1 2 -s i I / / SIDES OF PIT AS SI IIDTH OF ROOTBALL (8' MIN.) FLARING IDES OF PIT AS SHOWN. SCARIFY SIDES
OF PIT SO THAT Th F PIT SO THAT THE SIDES ARE NOT O SHOVEL EDGE - CONTRACTOR TO PROVIDE Q EARTHEN SAUCER
SMOOTH OR GLAZI I ~ 4 MOOTH OR GLAZED. SMOOTH CONTINUOUS EDGE AS SHOWN ON PLANS. ~ EXCAVATE PIT TO 2 TIMES THE WIDTH OF SPACING
( g 9o BACKFILL WITH SO ACKFILL WITH SOIL PER SPECIFICATIONS. DIG EDGE WITH COMMON SPADE OR STRAIGHT ROOTBALL. SCARIFY SIDES OF PIT SO THAT AS NOTED
BLADE SHOVEL. SIDES ARE NOT SMOOTHlGLAZED.
/ 10 REMOVE TOP 112 0 / s 0 / / OR ROOTBALL STR EMOVE TOP 112 OF WIRE ROOT BALL BASKET 2 SHRUB PLANTING R ROOTBALL STRAPS. REMOVE ALL SYNTHETIC STRAP O O BACKFILL WITH SOIL PER SPECIFICATIONS PLAN
I 7 MATERIAL FROM EI ATERIAL FROM ENTIRE ROOTBALL O GROUNDCOVER PLANTING
10 LARGER B&B MATERIAL:
I 11 REMOVE TOP 314 C I ( , ~ I a, • ALL SYNTHETIC CC EMOVE TOP 314 OF BURLAP ROOT BALL COVERING. REMOVE o4 3"MULCH LAYER (TRIPLE SHREDDED HARDWOOD -REMOVE TOP 112 OF WIRE ROOT BALL BASKET OR LL SYNTHETIC COVERING FROM ENTIRE ROOTBALL ROOTBALL STRAPS. REMOVE ALL SYNTHETIC
( 4 : STRAP MATERIAL FROM ENTIRE ROOT BALL.
/ MIN. 8 12 PLACE ROOTBALL ~ • ; / 0 LACE ROOTBALL ON SOLID SUBGRADE -NOT LOOSE O 6" DEPTH TILLEDIAMENDED SOIL -REMOVE TOP 314 OF BURLAP ROOT BALL
BACKFILL MATERIA / 9 ACKFILL MATERIAL COVERING. REMOVE ALL SYNTHETIC COVERING. O ROOT BALL:
„ 13 UNDISTURBED SUE g 10 NDISTURBED SUBGRADE -IN SANDYIWELL DRAINED SOIL: SET TOP ~ CONTAINER GROWN MATERIAL: SURFACE ELEVATION OF ROOTBALL FLUSH WITH REMOVE ENTIRE CONTAINER FROM AROUND
i I ~ 13 FINAL EXISTING GRADE. PLANT PRIOR
CP 11 ( ~L~ -IN HEAVY CLAYIPOORLY DRAINED SOIL: SET TOP TO PLANTING. SURFACE OF ROOTBALL 1!4113 ABOVE FINAL
' I 12 6 CLF ~ / NC DOT ~ EXISTING GRADE. 12 PLACE ROOTBALL ON SOLID SUBGRADE, NOT
I Q NOTES: LOOSE BACKFILL MATERIAL
/ TRAVERSE STATION iED BARRIER FABRIC IN ALL MULCHED AREAS NOT PLANTED 1© UNDISTURBED SUBGRADE
B Y104''-3 3 TIMES WIDTH OF ROOTBALL (8' MIN.) USE WEED BARRIER FABRI Q WITH SPREADING GROUNC BREADING GROUNDCOVER NOTES:
I~ Q USE WEED BARRIER FABRIC IN ALL MULCHED AREAS NOT PLANTED
I ~ SECTION / I v WITH SPREADING GROUNDCOVER
~ I / / Q GRAPHIC SCALE
~ TAKING DETA CANTING / S PI AL TREE P TY C i ~ IG DETAIL TYPICAL LANDSCAPE BED PLANTING
~ o o - CANTING E HEIGHTS AT P R 6 12 THE FO dTING) DETAIL (SHRUBS & GROUNDCOVER)
2
1 ~ NOT TO SCALE NOT TO SCALE
~ ~ (IN FEET )
C~ ~ ~ 1 inch = 40 f~
!n- °a~: PROJECT:
PREPARED IN THE OFFICE OF: CLIENT: ``,,~tiunuu rq~,' 08~3~07
"aRlz°NTAL S°A~: READY-MIX CONCRETE PLANT
¦ CONCRETE ASSOCIATES, INC. _ ~ ~ ~R¶°a~ s°~:
03 10 OS JCA JJW CONSTRUCTION PLANS _ _ _
, A _ N/A 512 THREE SISTERS ROAD
Al WAKE COUNTY REVIEW OOMMENTS 09/28 07 JPK CMD I Fw ' DRAWN BY.
TITLE: DATE: DRAWN BY: CHECKED BY: ~a JCA
I I I I IF I and Associates, Inc. DESIGNED BY- WAKE COUNTY, NORTH CAROLINA
his document, together with the concepjs and designs presented herein, as an Instrument of service, Is intended only for the specific purpose nd client for which it was prepared. Rquse of and improper reliance an this document without written authorization and adaptation by P.O.90X 33068 -RALEIGH, NORTH CAROLINA 27636-3066 LAN LANDSCAPE PLAN --icy AHO,,~~ JCA ATTACHED REFERENCE FILES: JOB NUMBER: SHEET NUMBER: rrrr}~ CHECKED BY:
[Klmley~Horn EV. No.: RENSION: and Associates, Inc. shall bj without liability to Kimley-Horn and Associates, Inc. PHONE: (M) 677-2000 FAX= [phone] SEAL: ' ' 0 g JJW 012858000 LA-1
opyright Kimley-Hom and Associates, inp., 2008
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