20090312 Ver 2_Site Plan_20090511

ATTENTION CONTRACTORS fT e CG CITY OF RALEIGH
Private iRANSAC110N NUMBER: 228061 n~} The Construction Contractor responsible for the extension of water, REFERENCE IDS: SP-65-08 e a i I t
i Private Private Publ c WaterDishibntion/ExtensionSystem WaterDishibu6on/ExtensionSystem SewerCoflechbn/Extensions verCoflechbn/Extension System sewer andJor reuse,as approved in these plans, is responsible for contacting the PublicuhlttiesDepartrnenrat 919 ss~-0s4o atteast PROJECT.' WAKE COUNTY CONTINUUM OF CARE FACIUTY
The Ciry of Raleigh consents to the connectlon and extension of the Ciy's The Ciry of Raleigh consents to doe coonection to it's public water system The Ciry of Raleigh wnsents to the connection to it's onsents to the connection to it's public sewer system twenty fourhours prior to beginning any of their construction. s -
public watei system as shown on this plan. The material andconswetion and extension of the private water dislribu[ion system as shown on thu plan. and extension of the private sewer collection system E methods used for this project shalt conform m the standards and specifications The material and wnstructions methods used for this project shalt conform The material and wnswctions methods used fm this ~rivatesewerconeofinnaystemasshownonthisplan. OWNER: WAKE COUNTY iT /uA swctions methods used fm this project shall conform Failure to notify the City Department in advance of beginning OWNER. CONTACT.' MARK FORESTIERI pecifications of the City's Pubtio Utitides Handbook
- of the City's Public U6lifies Handbook to the standazds and sp~ificat{ous of the City's Public Utilities Handbook. to the standazds and specifications of the City's Pubtit construction, will result in the issuance of monetary fines ,and P.O BOX 550 SUITE 1201 require reinstallation of any water or sewer facilities not inspected as RALEIGH, NC 27602 are a
Ciry ofRateigh City of Raleigh City of Raleigh Public Utilities Depamnent Permit# Public U5lities Department Pemrit# Public Utilities Department Pertnit# tment Permit q result of this notification failtve. RALEIGH, NC 27610
Authorizatlon to Conswct Autlmri2ation to CenStNCI Authorisation to ConsWCt ;WCt Failure to tali for Inspection, Install a Downstream Plug, have 919-856-6356 FAA ~II J Permitted Plans on the Iobsite, or any other Violation of City ofi2aleigh
Dale Date Date Standards witl result iri a Fine and Possible Exclusion from future work DESIGNER: CLH DESIGN, PA inlheCiryofRaleigh DESIGNER CONTACT: TERRY NARANJO
400 REGENCY FOREST DRIVE 3p®® erreO' ~~Ve
a x..zn -.H e-,.: , ....rr..>,i:aro:'..,,, 55: :f:f R-,... , . "n, .ia ~ - - . 5 a ,:f": f i .5>i f- 3~. .3 K>.i, CARP, NC 27518 Raielgh, C 27610
a, .f A ^m ,Fh: Y„ of a. .y v.Yv/, ..sa:, vv9 Yv. ~ , S 9 ,.,A e~ ~ . c ' .oC l r3 < k . :9:- a un n~a , a°oax x . ~ - b s,J • s, n,;v~' ° w , n , , v, . vv , , .,.,.,.3n^> •x;S°^9 vvv ~ n c ^ y'~Sr a' 3f xf dxz.lsl,~s <ji~x^n~xy„',:, .<.<.£b :E2A< :x:9.na 3: .:.a. .:..<3e^~axa..a .i..l. n y °°,<..n..3v, ..,<....,.:./W: :Eb,,(¢ E. ....,.<.n I !°Y. ..,.uu¢3.xi 2,€o:,£Aklys <°^..z^^ ,,.s~FX,3~t.. .,.,,>,Y,~~w.,N ~zs.,.,x .f..tt :^b,~z„IAI.~~f ;s F.,,.,~ss... b:..,b.,x,.c , ds>,..,,„ti, , „ ~ ~ F~~:.£ .f .c ,..,s.~3~>~, ~a;~p~~~2~ ti~,.~.,: ay~~„z3~~< ~ ~~t. ~w~~'1z< PHONE: [phone] .,.~4,._ FAX: [phone]
D PROJECT ADDRESS: 300 MERRELL'.DRIVE, RALEIGH, NC 27610
NCGS MONUMENT CGNTROL CORNER ~I N=740,447.50 "SPILL" II „ PIN: 1724401187 ' „ 1h ~~l°
a; E=2,123,622.91 COORDINATES ~ + i " ii g~ g[ it DEED REFERENCE: DB 2005.PG 1650
~>`1 NAD 83 (NAD 63) EXISTING + n 0 t ~ N=74 694.691 I 'I ~ I I N/F ,
E= 1 5793.049 RIGHT-OF-WAY ~ 11 ~ II I Y,, ' 11 ~ ii ~'~P'~ ca~os CURRENT ZONING: 0&1-1 , ii ae 4179 Pc ~ ~,,,w
`>i III II I Pay 1r~,1e-~o-n~9 ~ $ ~ EXISTING USE: VACANT
- I j jl a. II ~ ~ - I I 1 &L EASEMENT + 50 CP l % I~ PROPOSED USE: MENTAL HEALTH FACILITY
TRACT AREA: 18.924 ACRES
0 z ® J I _ _ ii NAB SEr
,~`kr~ PROPERTY N/P ~ p~ R6+LEYSrAna4 tlAtITED PARTNERSHIP 1 ~ ei~ a: 18' P'B!E EXTERIOR F001PRINi: 19,962 SF 13,074 SF
FP ~,ti H/1: BOUNDARY ~ s746 ~ ~ ~ BPoAN CENIER OF R,UE14T~ 94Q _ FlRST FLOOR AREA: 19,929. SF 12,927 SF ~ t
~ ' c/o MARINER HEALnT CARE rAx DEPr PIN/ 1724.rs-~o-se+s - ---~-°m- 9 1 I , ' la I I 0 DB 31az PG 854 om-1, ~wurn~eNrs - a^~; / SECOND. FLOOR AREA: 19,929 SF 6,268 SF
A II 1 , la I I o~ PVN/ 175418-30-7538 - - a GROSS FLOOR AREA: 39,858 SF 19,195 SF FLOOR AREA RA110: 1.356 ACRES/14924 ACRES = 7.16%
don 1 I 91 I I - ® - ® ' YARD SEA - I I u 1 , I 19 , - - ® S' SIDE ~ yr, ~ i ® r PROPOSED BUILDING HEIGHT 33'-6" 28'-O"
u u I - - TY OF RALEIGH ACCESS EASEMENT i";F fl~l I , , I u ®"-."_r"._.- EXISTING 30 CI -------------------------~t~- II1 1 d nI j1§ IIII I II , !III ~ ~ ~ MAX BUILDING HEIGHL• 40-FT. D ES I G
9 ~ PROPOS D - zf Ii i pl 0 11 I 116 i I CUL-DE-SAC VEHICULAR SURFACE AREA: 86,615 SF (1.99 ACRES) lxF! Design, PA
91 U It I I---- v;A v + al 1 I IIII ' IMPERVIOUS SURFACE AREA: 151,401 SF (18.4,'P,7 ~„ay Faeat Dr
1°,~ I I m 'V I i d i I - Y / N~ DISTURBED AREA: 10.15 ACRES cay, n~ 275x6 qTY q: RALEIGFI Phony 919.319.8716
91 I 1 i 1I 1 - - - - _ - PROPOSED >f< I I III d , I~ I / ua 1184 PG 247 PARKING REQUIREMENTS: Fax: [phone]
, + 1 I I lu " TECTIVE YARD RIGHT-OF-WAY 1 s£, , , I1 1 III I I RETAINING WALL _ ° 60 TYPE B TRANSITIONAL PRO- - I IIII a IIII AREA 3 Pay 1M~1e- mates PARKING CODE: 1 SP / 2 BEDS - HOSPITAL USE)
I IIII I IIII €r: I IIII I IIII / 1 1• R-14 ~RCUUr 1 SP / 300 SFOFFICE USE)
fig, 1191 I III + I I I 91 I I .9 FIRE LANE b.a I I pl I I9 1 I / 6 SP /DOCTOR (CUNICAC USE) ~
+ ~I I ~ ~ - - 6 25' STREET YARD ~ ~e - CAU BUILDING: 32 BEDS, 4800 SF OFFICE SPACE: 32 SPACES -T i ~ SAU BUILDING 16 BEDS, 13500 SF OFFCE SPACE, 4 DOCTORS: 77 SPACES : ~ ~2
j j 91 I U I I IIII I I IIII a~ sla ~ \ PROPOSED PROPOSED ~ i ~ o ~ TOTAL SPACES REOD: f09 SPACES _ ~
IIII , I II " PARKING LOT _ SLOPE EASME ~ ~ 11 ~ ~ I I l9 1 ~1;~~~% -SLOPE EASMENT i T TOTAL SPACES PROVIDED: 133 SPACES ~`f`.°~`
~r i i ui ~ I I n I \ x~a.: I I UI I I IIII O O - aar 1181 i I III Q Q X:: ~ - ~ i ~ y' ~ / TOTAL H/C SPACES REQ'D: 5 (WITH 1 BEING VAN ACCESSIBLE) p'`~^;,,~
I III I I I II I ~ - - - ----YY ~r " k ~ 1 I II ~ ~ - ~ , i ~ ~ TOTAL H/C SPACE& PROVIDED: 8 (WITH 2 BEING VAN ACCESSIBLE) ~ ~ ~n~~ ""~f
u',~ I I VI ! I I~ ~ ~I d f~ II I III ~ ~ \ 1 ` III I ~ ~ / A l NOTES: s~`~y`~ x':'
q~, i j nl I I Ih ~ ee l i 91 I I I Ifi i U a T / L y55 S %k ~~~u `n, 1 i ° /i ,o-- 1. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH CITY OF RALEIGH ' y'`'~"
I I / C I I III , + III 106 SPACES Q° # , I IIII I I I9 I ~ r, i ~ I ~ ~ AND/OR NCDOT STANDARDS AND SPECIFlCATIONS. t`~~ ~~z~~
1191 II I I9 I ? / ~'I I I91 9 I I9I W r' / ~I ~ I III ~s X / / ~ti i / ~ / ~ 2. THIS WAKE COUNTY PROJECT IS EXEMPT FROM CITY OF RALEIGH STORMWATER x~'~s~~~~"x~°~~a~ i ~ ~~zt~~~;~r~F~~~~~~~
I I"11 I III ~ BASKETBALL / IIII 9 I III Q = / ~ i / I REGULATIONS. ;~~~~a: ~~,~~?~~x~ t R,
~a ;III I I I III x o CALI. - couRr I91 I 0; RTYARD STORMWATER l I II III Q ~'%i~~ ` i
I a n I I III Q BUILDING >.c wEnAND ~ / ~
I ' ui ~ i iii ~ ~ rFE-2se„oo ~ ~ 3f;; I I III ~ 1111 I I ICI 2 BOLLARDS -p 6 / / III+^ ~ ~ Ili 0 Q ^ V/ /
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III I IIII ~ ~ IIII! ASS '1 I I u 1 BOLLARD x ~ / I I I I ! o A N \ I I F ~ / I/ ~ ~ 434 FAYETTEVILLE STREET, SUITE 1100
uu,~ I , I ~ I II JI P t7 ~ ® o ® '7 f., III I I IY I I 0 ...SERVICE VF 1; 91 I ~ RS Q / ~ ~ I ACCESS EASEMENT TO P RALEIGH, NORTH CAROLINA 27601.1701
III 9 I n l ~ COURT ~f; III ` I I I I 0 ~ / I Ijl ~ ~ I I ° • ~ ~ / I~ ~ ~ ~ l CENTER LINE OF tlo~ asp TEL. [phone] FAX [phone]
I I I aL I ~ ~ / I / / ii / / ~ CREEK (WIDTH VARIES) ~ W WWW.LS3P.COM
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i i"li I i I ~ ~V ( V/ ' j ' S; 1191 1 I ~ I X / / cf: I / 11 / • ~i lI ~ ~o \\\\1luuulllri~~,~
I , „ I BUILDING / / 1191 I I I O fFE~1540D - y / IIII 2~ + I h HORSESHOE ra / /
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IIII I couRr ~ k / / I I I , , I'9. / \ ' 1 ~~I l FA~sTa~ Ro. SfrE - ' ~ S
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sEr al PaNER Iii + iii I 6 SPACES SERVI E / / / / Q I + I I FIRE LANE FIRE LANE ~ / / a QI ~ oe a,P' '~~vq'° ,,~~NE~~°~p~. ~ / I Pay 1MAi8-50-5547 SCALE 1: J 000 ON
' EiEV~268.38' ,III ~ I I I I OU \ ~ / tNAD sal + i ii I io i ~ / ~ / ~ • ~ ~-la ~ec~Nr iii P, KE ffilll ! 1111111\\
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ni i I iii ~ j N 64 / I I III I I I I ~ 's" ~ / I ryII , ° SHEET NUMBER SHEET TITTLE
I 91 I I I 3~f I I I
=rx I I ui I I id i J I 1 z:: 1 I II I I , I I ~ I 40 SANITARY SEWER I 6 I ' / ( C-001 OVERALL PLAN I CRABTREE CREEK C-101 STAKING PLAN AREA 1
I I' I i V I ASE ENT E M . _ I . . . ..a€,r , t I II I I _ TOP OF BANK _ _ ~ . C-102........_.... ....._._.__..STAK?NG.~PLAN~AREA_p...._,.. _ _
I I I , 5<= I 91 j 1191 I I I {{r ,s C-103 SUNNIBROOK ROAD PLAN AND PROFlLE I „B. ~ c titan nrer"~HVL-itD~v^~1C`NT~
?il~j. ~ I I'I I I~ I '>~k I n , III PROPOSED LEFT ~I I 1191 ItI I C-201 EXISTING CONDITONS AND DEMOLITION PLAN AREA 1
91 1 I I TURN LANE I I I 19 I I C-202 EXISTING CONDITIONS AND DEMOLITION PLAN AREA 2
~ I I i~;„n,, ff,f.;f>~:f:: ~ EXISTING FLOODPLAIN I II ~ =s I C-301 GRADING AND DRAINAGE :PLAN AREA 1 I C-302 GRADING AND DRAINAGE PLAN AREA 2
^>si I I ~i BOUNDARY I I I. I I C-401 EROSION AND SEDIMENT CONTROL PLAN AREA 1
~ ~ ' I C-402 EROSION AND SEDIEMENT CONTROL PLAN AREA 2
Rlp BUFFERED STREAM I C-502 UTILITY PLAN AREA 2
qR a \ /iQ TOP OF BANK 1 I" / ~ N e `~I I I I °I C-501 UTILITY PLAN AREA 1 MEMBERS OF7HEAMERICAMINSTITUTEOFARCHIi j C-503 SANITARY SEWER PLAN AND PROFlLE COPYRIGHT 2008 ALL RIGHTS RESERVE
3y, I ~ ~F I ° y, FFR I _ <z; FALST ~ ~ \ I l I ~ C-60i LANDSCAPING AREA 1 PRINTED OR ELECTRONIC DRAWINGS AND I C-602 LANDSCAPING AREA 2
\ I I I I I NEW DRIVEWAY t~ PROPERTY ,B__cn: TDCC o~A1~CD1/ATARI D! AAI ADS 1 DOCUMENTATIONMAYNOTBEREPRODUC
a==.-~~~ _ 60' T1PE D 1RANSITIONAL PRO _ ° ' ° I I ~ - - _ _ - _ TECIIVE YARD ~ . BOUNDARY 2 I ~ ( t AAtncnAer Dr AAt rAtt ADnr®/cAtm INANYFORM WITHOUT WR?TTENPERMISSI
I _ _ I
( III ~ e ° III ( I PROPERTY I I I I I C-701-C-708 SITE AND LANDSCAPING DETAILS FROMLS3PASSOCIATESLTD.
119 III ' / Y \ \ I III ,III BOUNDAR \ . , ~ . ° I I C-709 STORMWATER WETLAND PLANTINGS REVISIONS:
I~ ~ ~ I I ,I I ) No. Desenption Date
° ~ I---- _ . 30 CP&L EASEMENT - I III / - h?~
lu IIII t ~'i---- III I~ I _l_ ~ 1
IIII t ~~5'SIDEYARDSETBA \ I I s,; I _ _ _ CK I - ~Lr i~PRoV Ear v~vr?r~
i% 119~ 1 ( I WNlE MEDICAL ~ N/P N ®~,~,~-n..,® - - -
I I I wAl~' METkCAL PROPERTY ~Rwces WM9E MEDICAL PROPERTY SFRwCES t:« I , I I I ~ ~ PROPERLY SERNCES DB 8314 PC 978 DB 7852 PG 412 d& HARRLSOIV PROPERRE$, LLC d & 11ARRIS~ PR~tR'R LLC ~ N/F ®..°-a ® ~ PHASE NUMBER(S): 1 PUBUC WATER (LF}; 115
I DB 8528 PG 1693 ~ ~ PARES ~ 7T1~AS L P~I,B0.Y TRUSTEES I i i1 I I DB 8314 P!? 978 PIN 9M108-39-8538 - / PIN/ 1723.88-39-7528 0 1MN617Z3.06 '{9-1'951 D8 9242 PG 582, U~ ~FH~ yV l~ II I OM-Z VACANr OAI-$ VACANT 081-2 DAY CARE P1N~ 1753,08-49-3484 PIN/ 1723.96-49-5494, ZONED Qa!-2 i~` DB 5~60'P0~623sU~ VACANT I ~ NUMBER OF LOT(S): 1 PUBUC SEWER (LF): 0
1 - ~r 1 2 ( { p R, R f , i... £ R ..s.. .3.. s: ~~,3~,. x3'. , c^ 'xa. a 3?~" s.. 3 r, Y, :I; , j,,, , , Y, , s,,1 3Y ~ , ....,,:a.~. . II:/~: ~<,,z:< owa,.o,,.,.,...,. '>~.%~..sf,:.!>: .,,,.~;~.:3.,,, £IsI!trl:fs.,l ,.£:£...I'.~~,I.. s~ ° yy yy ul, ff ffffff ^ (qq ~j„ .....,fG~....,. „f 3.<.<. , <.ull F..FS..~ ...,v.,S.YI~S lei!(<.,b tt,. ,.iv3,.< <v,'unb..~~LS. ~,,,i,u€~. <b,. ~(.i~, ...h :Y3:f^5~ i.. 5..i~. .,iH.,.,,: .n iuv.l~:,.~ r5ii`F5...5 SS i~iSfi~~FP6S:5 nE <.<:E <:E.t:F .n.. ,..a a />h.S~~,,.,, .........oo.. x~l y n..^.. , ?±ra„~a. , ";~r~t~ st ~::t<~tl<( <<fr~lrysa ~,g{cr~~, z, tOT NUMBER(S) BY PHASE: 1 PRIVATE WATER (LF): 1,570
II \ NUMBER OF UNITS: 2 PRIVATE SEWER (LF): 775
I I PROJECT: 8401-074730 LIVABLE BUILDINGS: 0 PUBUC STREET (LF): 250
( I DATE: 05.08.09
it OPEN SPACE: 1 PUBUC SIDEWALK (LF): 85 DRAWN BY: TN/RBT
NUMBER OF OPEN SPACE LOTS: 0
II CHECKED BY: JPK
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GRAPHIC SCALE kmof, w tit/ I
u 60 0 30 80 120 240
r 60
A
, v SOLUTIONS THROUGH LISTENING (Ul FEET
1 inch = 80 ft:
SERVICE BY DESIGN
1 2 3 4 5 CONSTRUCTION DOCUMENTS

Er rES e ®f
A 24° CURB & GUTTER, SEE DETAIL SHEET C-702.
6 ABOVE GROUND. FUEL TANK, SEE MECHANICAL PLANS e1 I laI eBf
C 'LIGHT" DUTY ASPHALT PAVEMENT, SEE DETAIL SHEET C-702. „1 „ e t ,
D 'HEAVY' DUTY ASPHALT PAVEMENT, SEE DETAIL SHEET C-702. 1.1 `.l
CURVE TABLE LINE TABLE
CURVE RADIUS LENGTH TANGENT BEARING (>HORD DELTA LINE BEARING LENGTH C1 770.00 87.65 43.87 N02'48'34"W i 87.60 631'20" L1 S0220'24"E 30.04 E CONCRETE SIDEWALK, SEE DETAIL SHEET C-702. are a 'CGS
C2 256.00 41:58 20.83 S10'34'30"W 41.53 9'18'20" L2 S15'15'08"W 8.40 BLE CURB RAMP, SEE DETAIL SHEET C-710. F ACCESSI
_ _ _ _ _ _ . G CONCRETE PAVEMENT, SEE DETAIL. SHEET C-702. aCf''~y
- - P ~ H SEE ARCHITECTURAL PLANS FOR CANOPY, MECHANICAL YARD LAYOUT, LOA 300 Merrell Drive
ZONES] ETC. p
~ COURTYARD WALL, SEE ARCHITECTURAL PLANS. Raleigh, C 27610
~ ;ACCESSIBLE PARKING AND SIGNAGE, SEE DETABL SHEET C-702.
® NF / N~ RIPLEY STATION LIMITED PARTNERSHIP K DUMPSTERS, SEE ARCHITECTURAL PLANS
~ ~ BRIAN CENTER OF RALEIGH, INC.
g m m m ~ C/0 MARINER HEALTH CARE TAX DEPT. OB 6746 PG 905 _ - - 718.17 L WHITE DIREC110NAC ARROW, SEE TRAFFIC CONTROL ND1ES THIS SHEET.
~ ~ DB 3192 PG 854 RIND 1724.18-40-2645 - - - - - - - - - - - - - - - " _ m ~ t tit ~ i PIN 1724.18-30-7536 11~ d I III I , 0&1-1, APARTMENTS _ - - - - - - - - _ - = - ® - - - - M SOLID MARKINGS, SEE TRAFFC CONTROL. NOTES THIS SHEET.
111 t d I III 1 I 0&1-1, VACANT ~ - - N SIDEWALK HUSH WITH PAVEMENT. SEE DETAIL SHEET C-702. ~ ~~ii~,,;,„,,
NI II I ill 1 i '~'F ® ~ 0111 11 I IIIII _ ,.E 54.00' " ® ® ~ C Q CONCRETE BASKETBALL. COURT, SEE DETAIL SHEET`C-.707
INI ~ I III 1 V N87°3515 I o N82°39'29 E E YARD SETBA
I IIII ll I ~ 111 1 IPF N s 5 SID I ~ IDE YARD SETBACK ® _ _ _ _ i VI 1 I IIII 5 S N I i Ni 11 I IIIII ~ - - - _ - - _ _ _ _ _ _ . _ _ _ - - P HORSESHOE COURT, SEE DETAIL SHEET C-707 ;
I INI 11 I IIIII ~ ® Q GEO-GRID REINFORCED GRASS SURFACE PAVING, SEE DETAIL SHEET C-702.
I 111 ~ II 111 I I .IPF ` 1d I i I R PROPOSED LEFT'1URN LANE
i IIII i I III I I I i NI V I INII
I I Nf li I III ! I- $ OUTDOOR COURTYARD AREA, SEE ENLARGED PLANS, SHEET C-104
IIII{ I I I INII N I II I II I I~ I I II f II j i II I I T HANDICAP PARKING CURB RAMPS SEE DETAIL SHEET C-702.
I i III II I I III i I - - ~ ANSITIONAL PROTECTIVE YARD U CROSSWALK MARKINGS SEE TRAfF1C CONTROL NOTES 1HIS SHEET.`
l I I I EA 2-30 TYPE B TR IIII ( II I I I11°-I I AR i IIII I I IIf I I B ~ STOP SIGN (Ri-1), TYP. ®ES' ~ N
i I III d I IIIII RETAINI
' TYPE B TRANSITIONAL PROTECIIVE YARD I I I~ ~ II ) IIIII I IIII II i INII _ AREA 3-60 W PEDESTRIAN REFUGE AREA IN SPCITER ISLAND CW Dea/gn, PA •100 Regency Forest Dr. Sutte 120
I IIII I I I III 1 1 84.90 L=51.72' I i II I ~ I i II I I IPF ~ ` ~ ~ > ~ 23 O6 B 201.5' X YIELD SIGN (R1-2), TYP. Cory, Nc 27518 Phone: [phone]
I I N I o I INI o wRASs vS~i1RFA~E~~ Q L, _ I Y MECHANICAL/ELECTRICAL UNIT, SEE MEP PLANS FOR DETAILS .Fax: [phone]
II N I I II I~ ~ I I I N I I R E LANE I ~~I_IIj I INI I - ~ A Z EXISTING 5' SIDEWALK TD BE EXTENDED AS A PART OF THE CITY OF RALEIGH
j N l ~ I III _ ~ ` C C I s I - Q - SUNNYBROOK ROAD WIDENING PROJECT (PW-2007-f0).
_ ' TYPE B TRANSITIONAL PROTECTIVE YARD L =42.41 ~~°`t ~ 5'CONC--•I ° 15'C NC i II I I AREA 1 80 ~ ~ ~9' SP. ~ ~ ~ A ~ ~ ~ ~ ~~12 SP. ~ ~ ~ ~ ~ I ~ EXTENTS OF PAVEMENT OVERLAY.
Ilill~- I L D _ ~ D SIDEWALK SID WALIQ~~ ' N9000 E ~I A _ _ 7,~ ~~'no B FENCE AT RETAINING WALL, SEE DETAIL SHEET C707 :a'~~^s•~ `
I INI I N I INII A - 9 ~ 11.5' f95:Ot)°° - IIIII I IIIII L L -42.41 L =42.41 CC "~~~.,•~3 ~~z~~~fi
II 'I I" f0 SP. 9'i i I III N II I IIIII 11 SP rn I ~ IIII ~ I ~ III I I :..r , , GROUND SIGN WITH LIGHTING (PROVIDED BY OWNER} ah~a~~~n ~ .
IIIII II I IIIII ~ ~ ~ ~ N I I~ Q I ~ C D 30 CURB & GUTTER, SEE DETAIL SHEET C-702. ~~~l h.:~;,'
II I~/ , I III ~ t>;~ ~ . ~ „ 1T; 1 L " - ,ky, ~ bq~x ~ p , EE REMOVABLE BOLLARD, SEE DETAIL SHEET C 702. ~
IIIII N I III ICI o $ f 12 -~=~~~i: III i I III IQI ~m IIIII II I III ICI s C C N0~ FF SIDEWALK AND DRIVEWAY. SEE DETAIL SHEET C-7t0.
I I ~ II o o . i 34.00 I I II10 ~ I~I ` , C ;.;a 34.00 y
Ci I I II I NiC II I IIIII o ~ • .,.,1 S . . , , . 10 SP. ~ . GG CHA?NLINK FENCE WITH GATE SEE DETAIL SHEET C-707. STANDARD ALUMINUM-- y~'~,
IIIII II I I III ICI ~ ,~o k ~ D q 90' , . L I IIII II I III ICI ® ® N~p ~p.F 249.00 TO BE PRCEDNASC~ 7ERNATOEBE PART OF BASE BID. PVC COATED ("VINYL) TO BE r~~~~~x~~M1 ~~,;~~~~~~yka~ ~~n~
I I II I O I I III Ivl o SEE ENLARGED L 9 a, it ~ I,,~`- I I ~ IIIII I III IZI w 78.07 8 SP. ~ I~ 11 SP. . . CONCRETE NMEEL STOPS SEE DETAIL SHEET C702. a
® II o a COURTYARD PLANS „ t.: IIIII q~ I I ( III lol ~ ` • , 22.00 I ( SI NI I SHEETC-104 ® ~ D ~ ~ 22.00
~i ~ I II lol ~ , ~ ~ II III Izl~--;~ _ C E..
I I II I Z I I III h.I o ~ k ~„/,,v. = i A E E L TE L 3P ASSOCIAr Lr .
I 'III 2 11 I ° Q ~ =1 E I I II ~x~ z o H I f IINI N I IN Iwl ~ p C C G 9. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH ALL CITY OF
I I N I N I INII cwn a FFE+258.00 20' o ` RALEIGH; AND NCDOT STANDARDS AND SPECIFlCAnONS. 434 FAYETTEVILLE STREET, SUITE 1700
~ ~ >4'~~ 9 SP. .a , . . 10 SP. ~ IIIII N i IIIII a 2 - II I I IIIII ~ B L 5' " 1 1 SE SH C 104 ~oR A D L N A L =5s°ss 2. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB :AND FACE OF BUILDING RALEIGH, NORTH CAROLINA 27601.1701 824,4E a WALL,; UNLESS OTHERWISE SHOWN. TEL. [phone] FAX [phone]
I IIII 1 II I i ~ ~ X 108.68 I II ISB LA A D IPROFIL I I o ~ ® G ~ f s}} °3 =5F48 g~ 213° 14 3 CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL DIMENSIONS WWW.LS3P.COM
® I III ~ .Is ~ z ' W I~ ~ ~ ~ I F L =43.1 C N . I % 9J.. ~J . , , ~ _ III I ~ I I III o ~ K ~ (r ~ ~ I ~ , r re; ~.I I , q~ SHOWN AND CONTACT THE ARCHITECT IF ANY DISCREPANCIES OCCUR.
I IIII ( I ~ 2 0 ~U • U-., 4. CONSTRUCTION STAKE OUT IS THE RESPONSIBILITY OF:THE CONTRACTOR. ~,~FqC~ O 5. PAVEMENT MARKINGS AND SIGNAGE SHALL CONFORM TO 1HE "MANUAL ON UNIFORM
III. ~ III w ~ ~ W ~ m ~ , I I I I I I ~ '~qO I I ~ I) I za ,4E i II ~ ° ~ ~NF~„ , ,IIIIIIf~11/ yF® TRAFFIC CONTROL DEVICES". Cq~o iii
I I B I II JI I M H W ~ IIII III . W 8' S 3..' k - w'4 " ry " , ~ 8• ALL PARKING SPACES SHALL BE 18'Lx9'W MIN. ~
I I ~ ~ IIII I~ III I II W D G-, Q 50' 7. (AC) DENOTES ACCESSIBLE. PARKING. SPACE. ~~EES$IQ~ ~%9'',
IIIII I I ~ IIII SEI2YlC~ ~ ~ _ IIIII I W III COURT ' ~ 4 ~ R _40.00 F T I ~ ti c~ ~ L-156.07 8 ..(VAC) DENOTES VAN ACCESSIBLE PARKING SPACE ; Q - 9. WITHIN THE-SIGHT'TRIANGLES SHOWN ON THIS PLAN, NO OBSTRUCTION BETWEEN 2 = S
1 1 II I I l 0 1 1 E "y. ~ ~ I~ ' I z z I ~1 v~ 4TIP FEET AND 8 FEET IN HEIGHT ABOVE THE CURB LINE.ELEVATION SHALL BE LOCATED -
I I ow ~ -J ~ a I IIII N ti ~ I r h Z 2' R =4000 1N WHOLE OR PART. OBSTRUCAONS INCLUDE BU7 ARE NOT LIMITED TO`ANY BERM, a FOLIAGE FENCE WALL, .SIGN OR PARKED VEHICLE REFER TO SECTION 10-2086 OF %v t~~:'
IIIII Q WW ~ p 3 ~ ~ L W 0 N36 3848 E I ail l i I w n. DD Z 5 A ~ SEE ENLARGED THE RALEIGH CITY CODE FOR ADDITIONAL DETAILS 1HE CONSTRUC110N PLANS FOR ~'~,~'9 p•.,G,INE°~~~Q~`~
IIII I w ~ y ENTRYPLAZA PLAN THE CITY OF RALEIGH SUNNYBROOK ROAD WIDENING PROJECT (PW.2007-10) i~~ N P, KE
IIIII N I w ~ E~ I I i II I t o SHEET C-103 r-" 48 INDICATE'THAT, UPON COMPLE7101d, THE SIGHT TRIANGLE TO THE SOUTH OF THE ~~~IlII~I111~~~ SITE ENTRANCE FROM SUNNYBROOK WILL BE CLEAR OF OBSTRUCTIONS SUCH AS fl$'09
I INI D I Q I F 20' ~ I 4 nP. ~ I I u i I° m J G (-~--°-I VEGETAl10N AND SIGNAGE
E IINI ' I °o ° ' FFEa254.00 10. PROPOSED OFFSITE ROADWAY IMPROVEMENTS TO SUNNYBROOK ROAD ARE BASED E P ON THE RECOMMENDAAONS INCLUDED !N THE TRAFFIC ASSESSMENT COMPLETED BY
IINI I W NO 36 E E F I Ills ~ I F _ 51.40 BY RAMEY-KEMP AND ASSOCIATES. THE TRAFFIC ASSESMENT IS CURRENTLY
I i II I I ~ 72.35 6' ` R -40.00 .p I EE I N I I V L =95.26 as. K UNDER REVIEW W11H CITY OF RALEIGH TRANSPOR7A110N STAFF.
I ~ III ' I I NcA. ~ X ' ti~ Y 20.... _ ~ 11. THE PROPOSED 100' CITY OF RALEIGH GREENWAY PRESERVATION IS MEASURED
I II f 1 I I ~ NOb'0°E II IIII III I I- _ 47.04 Y ` I
I I l A A I III I III I 6 SP. F I ~ INI .,b C T A ----~,p D
INI ~U 9 0 E I N I I IIIII QQ, N - - - 9(~ ~ SE'RVI(~E m
~ I i III R ! I IIIII N 53.43 D 173.65. $ ,p2 N 145.78 39.36 ,COURT IINI I IIIII ° a FFIC r r
I INI I IIIII Y 1. ALL SITE SIGNAGE SHALL BE IN ACCORDANCE WlIH THE MANUAL ON UNIFORM
I III I III ~ INI I I III ~ ~ L A 1RAFFIC CONTROL DEVICES (MUTCD) AND NCDOT STANDARDS.
I I I ~ I I IL~ III RI N000 E . -C LEFT TURN IIII I III ~I 43.84 B SIGN MUTCD SID. SIZE MEMBERS OF THEAMERICAN INSTITUTE OFARCHITECTS
LANE PER ilA I I = III hI F 20' 20' 5 S STOP R1-1 30"x30" COPYRIGHT 2008 ALL RIGHTS RESERVED NO PARKING ANY 11ME R7-1 12"x18"
BY RAMEY I I ~ ~ III Iwl KEMP, & I I Ili 3,5 I z III I~-I E YIELD Rt-2 36 z36"x36" PRINTED OR ELECTRONIC DRAWINGS AND
ASSOC IIII I ~ III ICI 2. ALL SIGNS SHALL BE MOUNTED WPlli 5-FT MIN. VERTICAL CLEARANCE 70 THE DOCUMENTATION MAY NOT BE REPRODUCED BOTTOM OF THE SIGN ON 2-LB. GALV. S1EEL U-CHANNEL POST SET IN 3-FT
I IIII L I w III ICI I I I l o( III Ipl DEEP x 12-IN DIA. CONCRETE FOOIiNG. IN ANY FORM WITHOUT WRl TTEN PERMISSION
~I I Q III IUI IIII I ~ II lol 3 .ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE MUTCD AND
I I I~ N Izl D II ~ _ IINI I II hI I D NCDOT STANDARDS ANO THE PROJECT SPECIFICA710NS FROM LS3P ASSOCIATES LTD.
I I l o l II I-I IIIII 36. I ° II Iw E MARKING NCDOT STD. SIZE COLOR REVISIONS:
III I ~ III SINGLE WHITE (PARKING SPACE) - 4-IN WHT.
I I~ 12' 10 I I 4,3'~~~ I NO PARKING -FlRE LANE • - 4-IN YEL. No. Description Date DIRECAONAL ARROWS 1205.08 SID. WHT.
I III i N I 1 I ul IN CROSS WALK 1205.07 8-IN WHT.
IINI I 7.2'11 I ° N0 PARKING -FlRE LANE MARKING SHALL CONSIST OF A 4" SOLID YELLOW
I I p~ STRIPE AND 8" HIGH YELLOW TEXT "NO PARKING -FIRE LANE" AT 50' INTERVALS PROVIDE IN ALT. PAVED AREAS AS DESIGNATED BY FlRE MARSHALL.
IINI II cc ~o, I I N&~s~~€~ ~yt:as~ .:~x, 600 LF INSTALLIN tOCAT10NS DESIGNATED BY FlRE MARSHALL.
EXISTIN SUNNYBRO _ ~ ~K ROAD ENIERLINE I ~ NI I F E 4. .ALL PAVEMENT MARKINGS ON SITE MAYBE EITHER 1HERMOPLASTIC OR
A! A A ALKYD-RESIN TYPE PAINT.
FF 5. ALL SIGNAGE SHALL BE FELD STAKED AND THE LOCA7)ONS APPROVED BY CLH DESIGN. PRIOR TO SIGN INSTALLATION.
_ ~ / ~ I A / ~ 6. CENTER ALL DIREC110NAL ARROWS WITHIN TRAVEL LANE PROJECT: 8401.074730
U ~ ~ N90 0'0"E ~ - - D 1 7 ~ \ Sp'
2 0.8 ® ~fUS£
- - - ~A~ / I I CI DATE: 05.08.09
FAISTAFF _ ~%N I R -144.00 ~ BUF FER ~ R®/~ L b L =226.19 APPROXIMATE 10t \ - 4'RAD DRAWN BY: TN / RBT
- A ^ D N ^ V NE ZOi FLOOD ZO PPROXIMATE 100 YEAR ~ CHECKED BY: JPK LOOD ZONE (ZONE AE)
~ -----P'~~ ~ - - - _ _ VAN ACC.
~ ~ - ' _60' TYPED 1RANSI110NAL PROT ECTIVE YARD ~TECTIVE YARD STALL
\~qM - _ I I ~ FF w Tpp OF HDCP 2 STANDARD
I I ~ A o. o ~ \ ~ BA ~ IIII Q Q NK . ° AISLE ~ °S STALL
I I V I m 2 _ HDCP
5'CONC ----~-I 9.62' BB F w c~ e 11 ~ ~ . SIDEWALK IIII I o p ~ / ~ STALL °f r I
-~Ih Q o ' ~ 18' 24' 18° L
IIIII 1 ~ \ I I II 190.00' R/W ~ _ ~ ` ~ STALL AISLE STALL
w ' o-- o ACCESSIBLE PARKING SIGN
I III , ~ z IIII M~ w ~ ° N07ES ALL DIMENSIONS ARE FROM FACE OF CURB
- 1 I II I I o rn' / M °
i( IIII n ._I I ' IN c' cinr ve nn ..,-r... \ i \ ALL STANDARD AND VAN ACCESSIBLE
I I III 2 ~ (I I I° ~=~uc rnrtu ~CrCNI;K - - - \ / PARKING STALLS SHALL BE 9° NRDE
I II I N/F - - ° - N88 5410 W 62 7.48 - / I II I 3 IIPF GRAPHIC SCALE Lof =-I U -1
i I II I ~ WAKE MEDICAL N~ N/F - -
i I II I WAKE MEDICAL PROPERTY SERVICES WAKE MEDICAL PROPERTY SERVICES NSF rlPF N 3 I II I ( PROPERTY SERVICES IF N~ ® 40 0 20 40 so f80 1
III I DB 8314 PG 976 DB 8314 PG 976 DB 7922 PG 412 J.B. DB HARRISON 8529 PG PROPERTI 1693 ES, LLC J.,B. HARRISON PR( ~ I I III I ' t, HARRISON PROPERTIES, LLC q 9242 PG 562, USE. OFFICE
i 45.5' I PIN# 1723.06-39-7526 PIN 1723.06-39-9536 PIN# 1723.06-49-1451 PIN' 1723.06-49-3484 DB 9242 PG 562, 0&1-2, VACANT ~ O&I-2, VACANT O&/-Z DAY CARE 0&1-2, OFFICE PIN# 1723.06-49-549A 123.06-49-5494, ZONED 0&1-2 ( IN F'EE'D ~ SOLUTIONS THROUGH LISTENING
W® ® 1 inch = 40 ft.
SERVICE BY DESIGN
1 2 3 4 5 CONSTRUCTION DOCUMENTS

tr "c~i~s ae Count
~ ~ A 24" CURB & GUTTER, SEE DETAIL SHEET C 702. ,y
42.13' ~ 60 W N 2~1'S"W
2 d~ Wm B ABOVE GROUND .FUEL. TANK, SEE MECHANICAL PLANS enfal ~ialll 1
I II I EXISTING MERRELL I I p l J V III C 'UGHT° DUTY ASPHALT PAVEMENT, SEE DETAIL SHEET C-702. ' `3' i~,'`' .
DRIVE CENTERLINE 111 W j I n p 'HEAVY' DUTY ASPHALT PAVEMENT, SEE DETAIL SHEET C-702 onf'nu
I AI III NSF E CONCRETE SIDEWALK, SEE DETAIL SHEET C-702. are a Ice
I a I pC a II ~ BRADLEY PARK CONDOS 31 N ~ W o III DB 4179 PG 469
I ~ I° ~ ~ III F ACCESSIBLE CURB RAMP, SEE DETAIL SHEET C-710. 1 " t~r~i
ii I~ PINS' 1724.18-40-7629 - - - - - - - - - - - - - I I ~ ~ 0&I-t CONDOMINIUMS V III ' G CONCRETE PAVEMENT,. SEE DETAIL SHEET C-702 clllfy
I I AIk ~M I NIW N~. In H ' 'SEE ARCHITECTURAL' PLANS FOR CANOPY, MECHANICAL YARD LAYOUT, LOADING 300 Merrell Drive
N i 8I II Ill I I ~J I zoNES,' Erc.
IPF ~ i 40 I fa , I COURTYARD WALL, SEE ARCHITECTURAL PLANS. Raleigh, IV C 276
° ? ® ~ TBM ~2 J ACCESSIBLE PARKING AND SIGNAGE, SEE DETAIIL SHEET C-702.
~ o ~ NAIL SET _ r, 7.93' ° h , IN BASE OF 18" PINE K DUMPSTERS, SEE ARCHITECTURAL PLANS.
- - - - - N 15_1518"E _ ~ ~ ~ WHITE DIREC110NAL ARROW, SEE TRAFFIC CONTROL NOTES THiS SHEET.
N~ ELEV= 211.20'
_ - 4 U ~ (NAD 83) _ _ _ - - - - - - Ip PROPOSED SLOPE EASEMENT M ` SOLID MARKING$ SEE TRAFFC CONTROL NOTES !HIS SHEET.
- - ~ ,~,y IP N 'SIDEWALK FLUSH WITH PAVEMENT. SEE DETAIL SHEET C-702. ,i~~~,~,,.. y
845 PG 107 s 0 CONCRETE. BASKETBALL: COURT, SEE DETAIL SHEET C-707
o BM 1gg5 PG 1235 S p HORSESHOE COURT, SEE DETAIL SHEET C-707
IPF o ~"4 (i 0.34 INSIDE LINE)
,Mh ' ~ . ~ 7S.7 IPF Q GEO-GRID REINFORCED GRASS SURFACE PAVING, .SEE DETAIL. SHEET.C-702.
'y ' ~h ~y5 i R PROPOSED LEFT TURN LANE.
$ OUTDOOR COURTYARD AREA, SEE ENLARGED PLANS, SHEET C-104 r ~ ~ `
D ~,.r;i ..,t 25 STREET PROTECTIVE YARD 1'
R47,5' T .HANDICAP PARKING CURB RAMPS SEE DETAIL SHEET C-702:
' ':;~v NSF PROPOSED RIGHT-OF-WAY Rss, ! TTY OF RA N C LEIG U CROSSWALK MARKINGS SEE TRAFFIC CONTROL NOTES THIS SHEET.
r ~ 3 DB 1264 PG 247 :,'f ~ STOP SIGN (R1-1), TYP. ~E~ICiN
' ' ~ BM 1958 PG 59
h~ A ~ ~ PINS 1724.18-40-8465 IN PEDESTRIAN REFUGE AREA 1N SPUTER !BLAND CLH Dealgn, PA 4p0 Regency Fonyat !k
r ~ R-f0 VACANT STORMWAIER BMP EASEMENT ' ~ ~ ~ ' ~ ° X 'YIELD SIGN (Ri-2), TYP. Su1te t20 Cary, NC 275f8 Phone: [phone]
r , ,r r~ ~ ~,i Y MECHANICAL/ELECTRICAL UNIT, SEE MEP PLANS FOR DETAILS. Fax: [phone]!6
~ , ...y IPF Z EXISTING 5' SIDEWALK TO BE EXTENDED AS A PART OF THE CITY OF RALEIGH
r ~i r SUNNYBROOK ROAD WIDENING PROJECT (PW-2007-10).
EXTENiS OF PAVEMENT OVERLAY.
\ / S ~ T~ 7675' B FENCE AT RETAINING WALL, SEE DETAIL SHEET C707 a~~~~;< ~~1:. Yij ~ka is !~~?~,y~t..:.
GG ~ ~ I / . ~ f ~8 E ~ I l~~°cr~ CC GROUND SIGN WITH LIGHTING (PROVIDED BY OWNER) ~ ~~~~,x^
~ / / / ~ ~ / - ~ ® z ~s,~n ~~~s ~ ~S~n~£~f NAY 's~`~4z
- ' T1PE B NSI ONAL PROTECTIVE YAR / ~ / i D 30" CURB & GUTTER SEE DETAIL SHEET C-702. ^ ^ f~~~„d ~zs `.~s~Z.i
AREA 4 150 / FF l CK ~ IPF EE REMOVABLE BOLLARD, SEE DETAIL SHEET C-702. ~~~~~s^ ' ~ ~^f. a~
/ / ~ YAK l l ~ Rj ~~%;~i~ FF SIDEWALK AND DRIVEWAY. SEE DETAIL SHEET C-790. ~E
/ / ~QP j
L' / ~ / q.0.24 ' S~ / t GG CHAINUNK FENCE W17H GATE SEE DETAIL SHEET C-707. STANDARD ALUMINUM- e~~~~~~~~a^^a.~^„'~~~~~°- COATED OR ZINC COATED TO BE PART OF BASE BID. PVC COATED ('VINYL") TO BE ~"^~~~~~~~=x'~~~~~` ^aa ~ "a^.e
/ / . x'30 W / / y S J`;, ~cE, TO BE PRICED AS ALTERNATE. rt~rR~~?~~~~ z~n~'rtg~,c~o2~~,~R~~,~~~y.
X / ~ / IRF $1 / / h / CONCRETE WHEEL S70PS SEE DETAIL SHEET C702. ~ rt ~ 'fi
/ 0 / / / p @ /
/ ~ / ~ / x O /
/ ~g E L NOTES L 3P ASS I T LT .
/ 0 ~ 1. ALL CONSTRUCiION SHALL BE IN STRICT ACCORDANCE WTH ALL CITY OF
G / oQ Q / ~ ~ _ / ~P/ ~ a~ ~ ~ RALEIGH. AND NCDOT STANDARDS AND SPEGFlCATIONS. 434 FAYETTEV?LLE STREET, SUITE 1700
STORMWATER WETLAND / / ~ / 2. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB AND FACE OF BUILDING RALEIGH, NORTH CAROLINA 27601.1701 WALL,. UNLESS 01HERWISE SHOWN.
k / ~ / / / ~ / C$ / 3 CONTRACTOR SHALL 8E RESPONSIBLE FOR FlELD-VERIFlCATION OF ALL DIMENSIONS TEL. [phone] FAX [phone]
/ / / SHOWN AND CONTACT THE ARCHITECT IF ANY DISCREPANCIES OCCUR. WWW.LS3P.COM
/ / ~ / 4. CONSTRUC1i0N STAKE OUT IS .THE RESPOldS1B?UTY OF THE CONTRACTOR. 5. PAVEMENT- MARKINGS AND SIGNAGE SHALL CONFORM TO THE "MANUAL ON UNIFORM
/ / ~ / ~ X / / P / h TRAFFIC. CONTROL DEVICES". \`,~~~ituuu~~~~~
/ ~ / ~ / / / 'h 6• ALL PARKING SPACES SHALL BE 18'Lx9°W MIN. CARQ~~%,,,
ro / / / / ~J / 7. (AC). DENOTES ACCESSIBLE PARKING SPACE. Q E~~f /y 8. (VAC) DENOTES VAN ACCESSIBLE PARY.ING SPACE. : ~Q~~ ~••••°9
/ / • 9. WiTFIIN 1HE SIGHT 1RIANGLES SHOWN ON THIS PLAN, NO OBSiRUC110N BETWEEN 2 S -
/ o . / k / / h / FEET AND-B.FEET IN HEIGHT ABOVE THE CURB LINE ELEVATION SHALL BE LOCATED - • -
/ / IN WHOLE OR PART. OBSTRUCTIONS INCLUDE BUT ARE NOT UNITED TO ANY BERM, FOLIAGE, FENCE, WALL, SIGN,. OR PARKED VEHICLE. REFER TO SEC110N 10-2086 OF ; ~ t~ :
/ / / U / / / Q 1HE RALEIGH CITY CODE FOR ADDITIONAL DETAILS THE CONSTRUCTION PLANS FOR '%9 • G ~ N~;~:•' ~O\~~
/ / 1HE CITY OF RALEIGH SUNNYBROOK ROAD WIDENING PROJECT (PW 2007-10) ~N INDICATE THAT, UPON COMPLEAON, THE SIGHT 1RIANGLE TO THE SOUTH OF THE /~~~hl~P• KE``\~~
x I / I ' SITE ENTRANCE FROM SUNNYBROOK WLL BE CLEAR OF OBSTRUCTIONS SUCH AS `
/ / / ~ / / / VEGETATION AND SIGNAGE ~"Iglo~ t0. PROPOSED OFFSIIE ROADWAY IMPROVEMENTS TO SUNNYBROOK ROAD ARE BASED
/ / ~ / ON 1HE RECOMMENDAiIONS INCLUDED IN THE 1RAFF7C ASSESSMENT COMPLETED BY
I l ~ l ,N BY RAMEY-KEMP AND ASSOCIATES THE 1RAFFlC ASSESMENT 1S CURRENTLY
/ / / 0 ry/ ~ Mal UNDER REVIEW WITH CITY OF RALEIGH TRANSPORTATION STAFF. 91. THE PROPOSED 100' CITY OF RALEIGH GREENWAY PRESERVATION IS MEASURED
. _ m_.._, _ _ _ _ _ _
/ / /
/ ~ NSF ? / ~
/ / / CITY OF RALEIGH F T S
B I / / DB 5443 PG 37 ~ ~ / / / v PIN,, 1724.19-50-5547
/ ~ 4~ l l • , W R-10, VACANT 1. ALL SIZE SIGNAGE SHALL BE IN ACCORDANCE WITH 1HE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (MUTCD) AND NCDOT STANDARDS.
/ ~ ~ ~ . /i / SIGN MUTCD BTU. SIZE MEMBERS OF THEAMERICAN INSTITUTE OFARCHITECTS STOP Rt-i 30 z30"
/ NO PARKING ANY TIME R7-i 12 z18" COPYRIGHT .2008. ALL RIGHTS RESERVED
~ / HELD Rt-2 36 z36"x36" PRINTED OR ELECTRONIC DRAWINGS AND
= / • a~ o / 2. ALL SIGNS SHALL BE MOUNTED N9TH 5-FT MIN. VERTICAL CLEARANCE TO THE BOTTOM OF THE SIGN ON 2-L8. GALS STEEL U-CHANNEL POST SET IN 3-FT DOCUMENTATION MAY NOT BE REPRODUCED
I ~ DEEP x 12-IN DIA. CONCRETE FOOTING. IN ANY FORM WITHOUT WRITTEN PERMISSION
i I 3 ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WI1H THE MUTCD AND NCDOT STANDARDS AND THE PROJECT SPEClFlCATIONS. FROM LS3P ASSOCIATES LTD.
~ / I °I
I I 40' 17Y 0 RAL 1G MARKING NCDOT STD. SIZE COLOR REVISIONS:
I SANI ARY EWER ASEMENT ( I DB ,269 G 18 SINGLE WHITE (PARKING SPACE) - 4-IN WHT. NO PARKING -FIRE LANE * - 4-IN YEL. No. Description Date
I 21 DIRECTIONAL ARROWS 1205.08 STD. WHT.
CROSS WALK 1205.07 8-IN WHT.
PN QI I o,l * NO PARKING -FlRE LANE MARKING SHALL CONSIST OF A 4" SOLID YELLOW STRIPE AND 8" HIGH YELLOW TEXT "NO PARKING -FlRE LANE" AT 50' INTERVALS.
I ~ W IPF I T PROVIDE IN ALL PAVED AREAS AS DESIGNATED BY FlRE MARSHALL.
I W DIS URBED I al 600 LF INSTALL IN LOCATIONS DESIGNATED BY FlRE MARSHALL.
I ~ w 4. ALL PAVEMENT MARKINGS ON SITE MAY BE EITHER THERMOPLASTIC OR
Q I r, I 3 I CITY OF RALEIGH ALKYD-RESIN TYPE PAINT.
I 4 ~ I m ~ ACCESS EASEMENT ' 5. ALL SIGNAGE SHALL BE FlELD STAKED AND THE LOCATIONS APPROVED BY CLH DESIGN PRIOR TO SIGN INSTALLATION.
I ~ z ~ DB 2153, PG. 319 I 6. CENTER ALL DIRECTIONAL ARROWS WITHIN TRAVEL LANE.
6i~ I I ~ BM 1972 VOL 11 PG 200 PROJECT: 8401-074730
2 I Q (FROM THIS LINE TO CL OR - I CRABTREE CREEK a I ~ ) DATE: 05..08.09
°I I w ~ . I ~ I~ 4'RAD DRAWN 8Y: TN / RBT
I w TYP
I I 2 N ,(EAR I i b o CHECKED BY: JPK
\ ATE 100 AE ' I ~ XIM NE ~ i VAN ACC.
APpRO ONE ~Z~ I . ~ 000 Z I STALL
- - - - I HDCP 2 STANDARD
• ~ IRF q I AISLE ~ STALL
I I HDCP ~ r ~ STALL
I i N I o'
40' CITY OF RALEIGH 40' I \ SANITARY SEWER EASEMENT m 18' 24' 18'
DB 1269 PG 18 I I ~ , STALL AISLE STALL
° ° I i ~ ACCESSIBLE PARKING SIGN NOTES: ALL DIMENSIONS ARE FROM FACE OF
\ - I v w . I CURB
I~ f+, ALL STANDARD AND VAN ACCESSIBLE
PARKING STALLS SHALL BE 9' WIDE q "
GRAPHIC SCALE 1 uZ
-4:.-WE YARD SETBACK 40 0 20 40 80 IBO
x
N/F ° ONE=
C \ HUBERT PARKS & THOMAS L PA SON TRUSTEES E DB 5460 624rdSE: VACANT ( IN FEET) SOLUTIONS THROUGH LISTENING
1-2 6.4PIN 1723.06-49-9424 ZONED 0&1-2 1 inch = 40 ft
SERVICE BY DESIGN
7 2 3 4 5 CONSTRUCTION DOCUMENTS

e ounfy
enfal al
Continuum of
are rvic
CITY OF RALEIGH SITE TRIANGLE PAVEMENT Facilify
15'X440' STA: LAY ~ ) -o- ~ o STA: + . STA: + CITY OF RALEIGH
iii 300 Merrell Drive
~ i ~ k U Raleigh, C 276?0 (I5'x44o')
STA: 10+00 ~ K i
R/ _ ~ : J- ~ i , ; ; _ _
- ~ ~ ` T-_-- - T--7-- - - - - 1 ,..~~y ~ ; r ~----f - - - ---Z---~--- --~---r------- - r j y Z 1- vp ~ r z Z __-d3 ,9
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1 v vI ~ ~ t - ~ ~ ~ ~ ~ ~ i _ NYBRK f~ AD\ R 2 ) _ _ _ - d3 P_ ~
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a I ~ ~ i ~ ~ - - I ~--I ~ f ~ r-_, , _
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~ --1- I -1- ~ - ---~a_=~__- - w
EXISI~NG CONC ETE ~fDFPJAL r R/W 1- EXIST
. 4 ~ ~ - - SIGN L C0~ C ~ ~ ~___EXISTING~CONC~ETE S~E-W-AL-K~ /
MAIN ESMT. ~ GNAL CON 7/ ~;~r:,,;f<,>~,,.:~, ` ~ \ 1 ~ I ' ~ " - AINT. ESM . ~ ~ \ ~ y NE 30 CUR AN GU' "R ~N _ - I _ _ _-1-- _ N x'45 E~ ° ~n ~ ~\4 ~ _ i DESIGN
~ ~ 15 x20' 1 \ 10' . P, & L. ~ G - ~ ~ ~ I 5 SIDEWALK A~ L CAn 0~' ~--L.---\ ~ ANSI ~ ~E S MENT
EASEMENT ~ ~ \J I ~ 1 nN I WAY. ~ ~ ~ \ <t~T. ~ .2 37 PG. 31 ~ EXS G - - - \ ~DI \ ~ \ i' CLH Design, PA
400 Regency Fomet Dr.
Suite 120 Cary, NC 27518 Phone: [phone]
Fox: 919.319.7518
1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE NCDOT ~~A ~
DIVISION OF HIGHWAYS' STANDARDS AND SPECIFICATION MANUALS. ~~~~u~`X~~~~~~
2. MAINTAIN TRAFFIC AND PROVIDE PROPER SIGNS, SIGNALS, LIGHTS ~ ~~~~~~f~a~
FLAGMEN AND OTHER WARNING DEVICES FOR. THE .PROTECTION 0~'
TRAFFIC IN CONFORMANCE WITH THE LATEST MANUAL ON UNIFORM t ~~~s&
2~0 TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. y~y~~~`~ ~r'•P~. :~,,,;ya,.,x"spa, R$ S 4ZZ% ~ tt
28O 3.OBTAIN AND KEEP ON-SITE A COPY OF THE NCDOT ENCROACHMENT ~ ~f x, ~~n ~•x ~'~~aa ~~ay. ~ n~ AGREEMENT AND DRIVEWAY PERMIT. ENSURE. ALL CONDITIONS OF ~<<~~~~~x~x~~~R~ a
C THE AGREEMENT ARE MET. ~~~~~3~,1~ hj~>'//I~~,~~fsZ t~~,
4. ALL PAVEMENT MARKINGS AND SIGNAGE SHALL CONFORM WITH THE a 4 ~ s~~,5 A"F
LATEST MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
5. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC.
6. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.
7. EXISTING STRUCTURES DISTURBED DURING L 3 ASSOCIATES .
CONSTRUCTION ARE TO BE REPLACED AND OR 434 FAYETTEV?LLE STREET, SUITE laoo
REINSTALLED TO THE ORIGINAL OAR BETTER CONDITION. RALEIGH, NORTH CAROLINA 27601-1701
8. MO ALLXOW F RPA SMOOTTHT~R~NSIT210NEVPI~-IERE oVER8AYTABUT~ TEL. [phone] FAX [phone]
EXISTING PAVEMENT GRADE. wwwLS3P.COM
270
27~ 9• SEE SIGNAL PLANS FOR POLE AND CABINET LOCATIONS. SIGNAL INSTALLATION TO BE COORDINATE WITH THE CITY OF RALEIGH. \\\\~~~~~~~CQRO~,,~~~//
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. _ . ~ _ _ . _ . _ _ . _ . w _ _ _ _ ~.._F . ~j~~ THIS SHEET
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B 1. ALL SITE SIGNAGE SHALL BE IN ACCORDANCE WITH THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND NCDOT STANDARDS.
2. ALL SIGNS SHALL BE MOUNTED WITH 7-FT MIN. VERTICAL CLEARANCE TO MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS
THE.. BOTTOM OF THE SIGN ON 2-LB. GALS STEEL U-CHANNEL POST SET IN
3-FT DEEP x 12-tN DIA. CONCRETE FOOTING. COPYRIGHT 2008. ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
3. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE Wd TH THE MUTCD AND DOCUMENTATION MAY NOT BE REPRODUCED
NCDOT STANDARDS AND THE PROJECT SPECIFICATIONS..
250 1N ANY FORM WITHOUT WRITTEN PERMISSION 25O KEY MARKING NCDOT STD. SIZE COLOR FROMLS3PASSOCIATESLTD.
10+00 11 + 0 12+ 00 13+ 00
A LANE LINE 1205.01 4-IN . WHITE REVISIONS:
B DIRECTIONAL ARROWS 1205.08 SlD. WHITE No. Description Date
~ SKIP 1205.01 4-IN WHITE
to ~2 4. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC WITHIN
C~~~ PUBLIC RIGHT-OF-WAYS.
45't R/W 45't R/W
32't 34't
EXISTING EXISTING PROPO ED XISnNG TRAVEL LANE
12' TRAVEL LANE 12' 7RA N 10' TURN LANE EXISTING TRAVEL LANE E VEL LA E 12.0 t 12.0't TRAVEL LANE PROJECT: 8401-074730 '.0'f
2.0't MEDIAN 2.0't DATE: 05.08.09
EXISTING WIDTH
C&G VARIES MATCH EXISTNG SL MATCH DRAWN BY: TN/RBT
EX E__ XIST SLOPE rsnNc CHECKED BY: JPK
LK
EXISTING PAVEMENT - - - - EXISTING PAVEMENT
CURB AND GU11ER ON EAST SIDE OF
AT
A PROPOSED FULL. DEPTH PAVEMENT SECnON MEDIAN TRANSInONS TO FLUSH EOP AT 1.5" S-9.5B SURFACE COURSE STAnON 10+65.60. SEE PLAN VIEW THIS N THIS R
3" I-19.58 BINDER COURSE SHEET. !O" ABC* cRr~ ~N,w es) PL
„ 1.5" S-9.5B SURFACE COURSE OVERLAY
~ USE 5 B-25.OB BASE INSTEAD OVER ENTIRE WIDTH OF EXISTNG PAVEMENT GRAPHIC SCALE
OF 10"ABC WHEN WIDENING PROVIDE WEDGING OR MILLING AS NEEDED TO WIDTH IS 6 FEET OR LESS ACHIEVE A MIN 2~ CROSS SLOPE IN TANGEt SECnONS ~ECnoN~ o ~ ~o ~
i
SUNNYBROOK ROAD -TYPICAL SECTION ( IN FEET )
i inch = 40 ft,
STA 10+00 THRU 13+04.26 HORIZONTAL: 1"=40'
N. T. S. VERTICAL• 1"=4' SOLUTIONS THROUGH LISTENING
SERVICE BY DESIGN
1 2 3 4 5 CONSTRUCTION DOCUMENTS

LEGEND•ST l1 E/ ILIES TO REMAIN ae COy
OVERHEAD E UGHT POLE ~ LP Q
ELECTRICAL e~l alL
UNDERGROUND _ _ _ _ _ _ _ UE-- U11UTY POLE ,e. PP . ELECTRICAL
FlRE PROlEC110N , -------FP------- MANHOLE. QMH OI OLIi
CURVE TABLE LINE TABLE
CURVE RADIUS LENGTH TANGENT BEARING CHORD DELTA LINE BEARING LENGTH C1 770.00 87:65 43.87 N02'48'34"W 87.60 631'20" L1 S02'20'24°E 30,04 GAS G CLEAN OUT ~ CO al O O I C~oe7
C2 256.00 41.58 20.83 51034'30"W 41.53 9'18'20" L2 S15'15'08"W 8.40 SANITARY SEWER -------SS------- DROP INLET,CATCH BASIN SDI, CB er a
_ TELEPHONE T------- FlRE HYDRANT ~-FH aCI1I
~ N UNDERGROUNQ W~ 300 Merrell rive
TELEPHONE -------UT--_--~_ WATER VALVE
~ E ^ FBER OP11C ------FO______ TOWARD TREE CONSERVATION. f~a'81Qh, IYC
°o--~~~,-- ~--225== -~s~==_-_-®._~ / _ _ - - - - - - 220 e. , / f - / e--- s / , ; ~ - ~ - ~ ~-o / / E WATER W-------
i/ FORCE MAIN -------FM------- INDIVIDUAL TREE USED
~ ~ ~ BRIAN CENTER OF ~ ~1 H, 1 C. L / / ~ ~ - TOWARD TREE CONSERVATION.
~ D m 0 M)4R A~ ~ E / ° - „`DB 6746~G-905 ~ / / LP I ~ - J- 23 - _ - ae- I -a -0 1- - E ~ B X19 ~ ~1 _ / / / ~i~~24.1~~40=26`~F5-_ ' a-,' - / / _ - - - - - - -.•7 / / / 718.17 _ _ ~ STORM .DRAIN _ = _ _ _ _ _
~-o ~ ~ ~ ~ PIN 24:48- ~I / =f A - - - - - - - - - - - - - "7~ ~ - -I- INDIVIDUAL TREE ~ ~ i TO REMAIN.
11 ~I ~ I I 1 ~ ~ N --v _ ~~i~~~~~y~~
I / III II IIII ~ - - oo' - - - - - - ~ ~ LEGEIV .S TES BE REMVED ~ ~~~~~~„q,~.
1 I I ~ I -r--~--'" 0 230 / ~ - - ° .::Y 2°~''" - - U I I~ I ~ I ~ ® _ w-- ~ -,f~.-f~ to ® _ _ -
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I I t \ / - - - - - - \ ~ UNDERtROUND -------UE------- UTiUIY POLE ~,FP
nt II I I 1 { 1111 I , ' s \ \ ELECTRICAL
I I \ III ~ , _ _ _ _ _ - ,L-- / / _ - _ _ °:c:.. - _ _ _ III / U f I I I \ _ _ - _ - I ~ i III / - - i III III \ I 1 { I ~~1``~ / / / \ \ FlRE PROTECTION -------FP------- MANHOLE OMH
\ \ \ \ GAS G------- CLEAN OUT ®CO
I I i / I I Ii III ~ ,,f,< \ f y<:Fss: , I I IIII' III / ~ ~ / / 'k$:ff4t I I j III \ ~ ` / III I ~ ~ \ ~ _ - I I III / ..:::fha:~:~~:;.~. s:<,::>.: \ \ \ \ \ SANITARY SEWER -------SS--_--_-- DROP INLET,CATCH BASIN ®DI, CB \ \ \ ~
I I ~ II I / „,f~v~5 :.a \ \ YARD- 40 f. ~%fu~~. : c'sz I ~ \ PR ~ I I I ~ I I ! ~ _ B ANSITI0IGAL - - - „ . \ \ FH \ \ TELEPHONE - T FlRE HYDRANT -b- ,f :a\
I I I I I IIII \ <,t.h. - - ~ \ ~ _ 5 EA / / - ° ' s.:a:~ I I I I \ / ~ / / III IIII II ~ - q ~ III I \ ~ \ ~ " UNDERGROUND WATER VALVE DESIG
I . \ I \ ` ~ / - - 11VE YARD \ - ~ TELEPHONE -°UT-------
I I~ III / I I (I ~ I I I ray' % ~ ~ / r a.-- ~ yA{.-PRA~ _ I / / _ TYPE B TRANSIAO i IIII I A I II I I I \ \ ~ ~ ~ ~ ~ / ~ / AREA 3 60 ~ ~ \ ' ~ ' ' FBER OP11C FO CONSTR./CLEARING UMI iS ~ " FAoroet or
/ I I \ I I IIII / I I ~ I I III / _ _ ® v ~ ~ ~ ~ / / ~ - , _ _ \ \ \ \ \ i ' WATER W------- PAVEMENT, S/W, STRUCTURES, Cary, to \ \ ~ ~ Poona 999.319.6796
i I I I I III ~ / ~ ~ ~ / ~ - \ e~ ~ \ \ \ \ \ FORCE MAIN °------FN------- C&G TO BE REMOVED. .Fox: 919.3~9.7~~e
Il I ~ I ~ III I I III ~ 240 ~ ! / / - I II I ~ / I I I \ III I I I ~ s ° ~ - - - ~ a ~ ~ ~ / / / - \ \ \ \ \ \ \ \ \ \ STORM DRAIN = = _ = _ _
\ \ \ INDIVIDUAL TREE
I I I ' TYP~TR~SrTIeNaL_PROTECTI ~ ~ _ , ~ _ _ - / - 5'CONC-----i 15'C NC NI I / / / / \ ~ - _ - - ~ / ~ % / - ~ / - ~ \ \ \ \ \ \ \ \ \ TO BE REMOVED. \
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III I / / I II I OC I Pp III ~s. / / / ~ ~ \ \ / / - ~ \ \ III I I \ 111 I/ / ~ \ \ ~ / \ \ \ \ \ \ \ oA TREE PROTECTION FENCE, SEE DETAIL SHEET C-701.--Q- ~ ~ s~~~t~
I I it ~I J yl I I / / \ ~ \ \T~ OB SAWCUT AND REMOVE PAVEMENT AND 51DEWALK. 4F~ ~
11 I - _ \ I~ - \ ~ \ \ REFER TO GENERAL NOTES THIS SHEET. 3~~~%2~
I /II I \ I / \ \ \ \ ,GRAVEL PARKING 70 BE REMOVED. z~K `yry~^;
\ ~ ~ 1 ~ ~D EXISTING PAVEMENT MARKINGS x5~~~~~;
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V ~ \ \ ~ ~ ~ ~ % ~ I iI ~ 2. ALL WASiE MATERIAL GENERATED FROM CLEARING AND DEMOLITION ~ ° ~ ~ ~ N I I ~ ~ N I ~ ~ N ACTiVI11ES SHALL BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH ''.'9 ~ ~ I NE~:•° Qom`
I / / ~ vvvvvvvAvvvvvvvvvvvvvvvvvvv vvvvvvvv'vvvvvvvvv. vvvvvvvvvvvvv / / \ v ~ ~ / / ~ I IIII ~ ( \ \ \ ~vvvvvvvvvv vvvvvvvvvvvvvvvv vvvvvv vvvvvvvv vvvvvvvvvvvvvvI ° / r%~ vv v v v :,;,v:;,;v„vvv;vvvv vvv vvvvvvv~vvvvvvv vvvvvvvvvvvvv / /
I I / A v vvv vvv vvvvv v vvvvvv vvvvvvvvv~vvvvvvvvvvvvv / \ \ \\\\\.\\\\\\\\J , / ~ I ~ I - - ~ 5! 'K ° / / J ~ ~ ~ ~ I I I ~ WITH ALL APPUCABLE RULES AND REGULAl10NS CONTRACTOR SHALL ~~ii~ 0/~/ P ~~K~~~~`` / ~ ~ ~ ~ ~ I SALVAGE ALL SIGNACE, METERS,' ETC. TO OWNER. COORDINATE WITH ~~U~iiiiiii~U~~~
/ / J ~ I ~ ~ I OWNER PRIOR TO DEMOLITION. f 8 09
I\\\\ \ \ \ \\\\\\\\\\\\\\\v\\\\\\\\\\\\\\\\\\\~\\\\\\\\\\\ \\\I\\\\\\\v\ \ i / '~~k Y\\\\\ \ ~ ~ \ \\\\\\\\\I\\\\\\\ \ / / / / / / / / J i ~ 3. INSTALL TREE PROTECiION FENCING PRIOR 70 BEGINNING CLEARING
I ~ \ p \ ~ / / / / ' I ~ I OPERAAONS CLEAR AND GRUB AS NEEDED WITHIN CONSTRUCTION
2651 rs~ a / / / / / / . y~yy, \ / / / / / III I~ x.;; vv vvvvvvvvvvvvvvvvvyvvvvvvvvvvAvvvv vvvvvvv vvvvvvvvyvv vvvvvvvvvvvvvvvvvvv~ / / / / o j j / / / ~ J J ~ UMITS PER SPECIFlCA 110NS ANO DRAWINGS. EXIS?iN6 TREES, / / / / l I SHRUBS OR OTHER LANDSCAPE MATERIAL WHICH WILL CONFLICT IM1H
/ / / / / / / % / NEW CONSTRUCTION SHALL BE REMOVED (WHETHER OR .NOT SHOWN ON
/ 5. I I / / - _ 1 ~ T ~v / e ~ / / / / / / / THE DRAWINGS) FOLLOWING APPROVAL OF ARCHITECT. BY ~~l// . j ~ ~ . / . /j SUBMITTING A BID-~C4NIRAGTOR ACKNOWLEDGES THAT-THE SITE-HAS
- v___ I / I -.~vvvvvvvvvvv,vvv~~ ~ / / ~ ~ / / I ~ I I i I I~ ;::itx.~s:~~ ..:sa~~:, ~ l vvvvvvvvvvvvv ~ - _ I ~ A I ~ ~ I ~ II / ~ VAvAAvvvAvvv~ / / / / / / / / / BEEN INVESi1GAlED TO DETERMINE TYPE, SIZE AND QUANi1TY OF
P ~ I / ~ / I ~ / I v v _ I ( ~ I ~ ~ / / / / i G I I / ( ~ / / / j / / CLEARING REQUIRED FOR CONSIRUC110N.
~ :II I I 1 / II I evvv I / / / / / / ~ 4. REMOVE EXCESS TOPSOIL AND DISPOSE OF PROPERLY OFF-SITE.
I 1v I it I / ~ _ A ~ I I ~ .v~ / / / / / g 1 ~ / J I ~i / r / ~ ~ / p l o ~ I v I I I <uL~;. "#:a:~~:,:,.,.,y>zg / A ~ ~ ~ I ~ I I I ~ ~ / / ~ / / / //;T: ~ ~ 5. ALL PAVEMENT OR CONCRETE TO 8E REMOVED SHALL BE SAW CUT / / / / / / / / j j/ ~ TO PROVIDE A STRAIGHT AND UNIFORM JOINT WITH NEW
I I ) I . / J ~ / o I I ~ ~i I I ~ / ~ A / 25 / / ~ ~ ' f~ ~ A V ~ I 1 1 I J ~ / / / II / III A \ ~ I / ~ / / / / / ~ / / / / / CONSIRUC110N. ANY EXISTING PAVEMENT, SIDEWALK, CURB & GUTTER,
- ~ I ~ I v / / ~ ~ / J ) \ / / / / / ~ ~ / / I ~ ~ / / / ~ ETC THAT MUST BE REMOVED 70 ALLOW NEW CONSTRUCTION SHALL
I ~ A ~ / .~i!'~, ~ / / / / III I ~g ` A ~ / / / o / / / ~ / X// / / / 8E REMOVED AND REPAIRED PER THE SPEGFlCATIONS AND DETAILS MEMBERS of rHE aMEa1cAN ?NSnrurE of aRCHITECrs / / / / / OR TO MATCH EXISTING CONDI110NS (WHETHER OR NOT SHOWN ON
I II /f I III \ ~ ~ ~ / \ ~ / / / ~ / s / / i s I I I ~ ~ \ ~ / / / j/ j/~ THE DRAWINGS TO BE REMOVED). UTiUTY INSTALLAl10NS MAY UT?UZE COPYRIGHT 2008 ALL RIGHTS RESERVED
- r ~ I I I I~ ~ \ \ ~ I ~ / / / / / / / / R(M-269.64 / ~ / ~ ~ / / / ,:E / j// / / / OPEN CUT OF PAVEMENTS UNLESS INDICATED OTHERWISE. TRENCH. / j/ ~ ~ IN IXISTiNG ASPHALT SHALL BE PATCHED PER PAVEMENT REPAIR PRINTED OR ELECTRONIC DRAWINGS AND
} III I \ 1 ~f2 / / / / / ° / 8" DIP - \ / \ \ 1 I( ~ / ` ; ~ ~ s i / , ° / ~ - I i'II I ~ I ft \ ~ ~ 1 ~ l-- pro:, ~ / 245 - ~ DETAIL ON SHEET C703. ;.;#s' ~ DOCUMENTATION MAY NOT BE REPRODUCED
MH ~ / / / I I I I ~ \ , I IIII . - / / ~ I / ~ / / / / / / / / 6. PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBUC AND
RIM-270.82' 'l t ~ III ~ ~ / r- ~ - / f, - - o / ~ > / ~ I I I I II I I \ \,.r~ars; I III I ~ ~ \ ~ r , ~ ' . - _ - ° - _ / / / / / / / / / / / / / ALL OF THE OWNER'S FACIUIIES SHOULD DAMAGES OCCUR, NOTIFY IN ANY FORM WITHOUT WRITTEN PERMISSION / / / / ~ / / ARCFJiIECT IMMEDIATELY.
INV IN-262.59' I I IIII I °~vsr ~ ~ III ~ ~ ~ / f ' III / \ .IV / \ fs / i - - - :..y.:ur ~s,,.r. ' i.~ v / / / I :3 / / I ICI / I / 1 II I I / \ / 1 - / / / - / ~ / / / / / / ~ FROM LS3P ASSOCIATES LTD. i j// j/ ~ / /j~ 7. THE CONTRACTOR SHALL EMPLOY A QUAUFlED UTUiIY LOCATOR
INV OUT=262.53 I III I / i / ~ / I I \ I I / I / / ~ f it / / ; - ~ _--240----- / / / / 1 l 11 I I / \ - v~I / ~ / / / / / ~ o, SERVICE TO LOCATE ALL UNDERGROUND UTJUIIES (INCLUDING BUT REVISIONS:
~ ti I I I 1 ) _ - ,II \ / ~ I ~I A ~ ~ I ~ / I ~ IIII l~ / I 1 1{ ~ I / / / v,:~~ / _ ~ _ , III / / ~ ~ I I / ~ ~ / ~ o / o°/ o NOT UMITED 70 ELECTRICAL, lE1EPHONE, GAS CABLE, FIBER OP11C) o o o / ~ o / / % WITHIN THE UMI1S OF CONSTRUCTION. No. Description Date
r / I ~ / / ~ - / / \ _ . i III l ~ 111 I I l 1 / / / - / ' 0 0 0 0°0 / /oo/ i%°oo! 8. VERIFY ALL ILLUSTRATED KNOWN UNDERGROUND ELEMENTS.
:I / I v / l I fl l / / / , , ~ / / / _ / / / I I; A llif I I / 1 / / I I I I / / / r' / / / ~ / 235- - / / / ~o///off / ~ EXERCISE REASONABLE EFFORTS TO PROTECT ANY UNKNOWN
I l ll l y~~ I l - , / / / - / I I / / / / I l ~ / / / ~ / / o0 0°~ / UNDERGROUND ELEMENiS. N07IFY THE ARCHITECT IMMEDIATELY IF
I x I III ° / / ~ ~ / / / ~ GW ~ / „y ~ I ~ ~ I / / /j~ / ~ / / / / / / / - ~ o///°o ~ i UNKNOWN ELEMENTS ARE DISCOVERED 7NAT WOULD NECESSITATE
~ a::;.. / , I I ~ ~ I I / ~ / / / / / / I f ~ I / ~ / r / - / / j ° !o/ o/ o ~ / / MODIFlCA 110N TO THE PROPOSED DESIGN.
i I,.. I Sys ~ ~z~:~~-,. a~~' I I ~ ~ l / ~ / / / / 2 / / ~ °~°o% jo o / 9. ALL WORK SHALL BE PERFORMED IN ACCORDANCE W17H APPLICABLE - / o o ° / j e LOCAL, STATE AND OSHA REGULA 710NS.
LP GW I A I / / / / / / / / - - / , / ° i i j%// /i// / / 10. EXISTING MANHOLES, VALVE BOXES, VAULTS, CLEANOUTS, UTILITY POLES
.r 1 ~ 11 I / / / / / ~ / Ill / / / i / ~ / / FH ~ GAS / ~ / / / / / / / / / " i / ° / j o j / / ~ ETC. TO REMAIN WITHIN THE GRADING LIMITS SHALL 8E ADJUSTED AS
- I / I ~ I / / / / f,:,, ~ o / / / _ _-225 / / TEST I / / / / / / / G / ~ ~ 111 / / / / / / / / / / / - _ / / ~ / I ~ ~ ~ / / / / / / / / / / % ° ~ o / o NEEDED TO FUNCTION PROPERTY WITH THE PROPOSED FlNISHED GRADES
WIRES I / / I ~ I / ~ / / / / / / / / / / / o / / - - - _ _ - / GTS w ~ / ~ I / / / / / / / ~,f / / ~ //i - / ,t / / / / / / / / / /i / / / wv / ll 1 ( , / / / - / % ° ° ° (WE]HER OR NOT INDICATED TO BE MODIFIED). PROJECT: 8401.074730
- - ~ 5 C / l ~ ~ ~ ~ ! ~ / / / / / / 5 / ~ ~ o// / - / ~ I AJ / ~ ~ / / / / / / / / / 2~ s., / !/ii / i / - - - _ _ / ice.,- / l ~ I ~ / / / / / / ~ / ~i = _ - - _ 220- ° ° ' ~ ° 11. CONSTRUC110N MANAGER TO COORDINATE ALL PEDESTRIAN ACCESS % % - - DATE: 05.08.09
WV ~ SIDE ~ / ~ ~ , , / i' / / / / / / /ii / / /,~i - - _ - - _ RA7HS, LOCATIONS, UGH7ING ETC. W/OWNER.
I h 3 / ~ ~ ~ I / / / / / /i' ROAD i I` / I I / / / _ _ ~ - - 12. EXISTING SITE INFORMATION TAKEN FROM SURVEY 8Y MCKIM AND CREED DRAWN BY: TN / RBT s- ' DATED 11/8/05. SURVEY PROVIDED 8Y OWNER.
I / I 1 1 / / / / 'h r., / 0 / ///i / - - - v / Ate' , _ GTS I / / / / ~ / L, / 2 / / / / - - ` ~ / 4"Gas ~ I / / / \ ~ ~ I I I I ( / / / / / / / / / / / / 2// ~ / i ~ - / / I I I / / / _ ~ / A~~~o--'= CHECKED BY: JPK - - - 13 REMAIAN D WHiCH~ARE DAMAGED DURXNG DEMOLITION ORHCONSTRUC110N
1 1 1 I i/ / / / / / /
\ l / ~ / / / / o _ / /i/ / . °e t~ . . , , I :d ; I / / / / / >`7`~ ~ ~ ~,~,1~ fiYP TRANS / i I l) J I ( / / ~ _ ~ e SHALL BE REPLACED BY THE CONTRACTOR UTILIZING A LICENSED ~ ` LANDSCAPE CONTRACTOR AT NO ADDI710NAL COST TO THE OWNER.
/ 2 ~ I B s< / / / / - / / / / / ~ ~ - _ os _
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5 coNC l l l / 1 ~ ~ ll / _ _ vv s ~ v / SIDEWALK / / / / ~ / / / - - \ \ 1~-, / % / ~ ~ \ ~ \ ~ NCDOT STANDARDS AND SPECIFlCA T10NS.
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SERVICE BY DESIGN
4 5 CONSTRUCTION DOCUMENTS

~ 60' ~ LEGEND-SCI' / IITIES T REMAIN ake COUnfy
OVERHEAD E_______ LIGHT POLE ~ LP Q Q }h
fLEC1R1CAl ' Gnfai Gall! 1 UNDERGROUND _ _ _ _ _ _ _ UE- - - - U1iUlY POLE PP
I tll QC wm ELECTRICAL
I 1205 v ~ f. FlRE PROTECTION -------FP------- MANHOLE QMH onfinuu f
1 ~h B I ~ ~3 ~~Y BRADLEY PARK CONDQS GAS C_______ CLEAN OUT ~ C0 are Services
1 3i ~ i W o .I-p pe 4779 PG 489 SANITARY SEWER. -------SS------- DROP lNLET,CATCH BASIN ~Dl, CB
.`D../ I I y' PINj 1724.78 40-7829
~ ~ IY , F' 3 I ~ & O&1-1 CONDOMINIUMS TELEPHONE T------- FlRE HYDRANT FH aCIII tJ/
x ~ I ~ UNDERGROUND ---_®--U7--_____ WATER VALVE ®WV 3®® M@rl'GI] ®1"iV@
PP_ TELEPHONE
FlBER OPTIC F°------ INDIVIDUAL TREE NOT USED + Raleigh, NC 27610 TOWARD TREE CONSERVATION.
WATER W-------
FORCE-MAIN - - - - FM- - - - - - - INDIVIDUAL TREE USED 0
D ~ ~ ~ I ~ 1 ~I ~ lj ~ ~ I f ~ / ~ I easE ~oF ~e` PINE TOWARD TREE CONSERVATION. STORM DRAIN
-~~-Z- L ~ -I--f-~ 1 /L-~- ~ I ~ ~ ~ ~ L ~v ~ ~zn).zo' INDIVIDUAL TREE
70 REMAIN.
~OB 1,845 P ~ 7 / ~ ~ ~ ~ ~ ~ / / IPF~ % ~ ~ LEGED• / CIE o BE REMOVED
BM p995 ~ 12~ ~ ` ~ l ~ ~ I I 1. r I ~_~1 ~-l ~ ~ ~ ~ ~ ~ ~ ~ I OVERHEAD E~____-_ LIGHT POLE ~ LI'
~ _~__C ~ ~ ~ ~ ~ ~ I ~ ~ ~ ~ I , \ ~ \ i~.L ~ ~ b.3~F' INg'IDE LINE) fLECTRICAL
\ \ ~ I I ~ ' ~ ~ ~ I ~ I I I I I 11 IPF I I l ...UNDERGROUND UE------- UTILITY POLE APP
ELECTRICAL FlRE PROTEC1ON -------FP------- MANHOLE OMH
f„ ,
GAS G------- CLEAN OUT. ®CO . ~ s ,
SANITARY SEWER. -------SS------- DROP INLET,CATCH BASIN ®DI, CB
\I II I V I I I I~~ I ~ I I I I ~ ~\1 N/F ~ I I I ~ I I l I I I I I ~ ~ .TELEPHONE T FIRE. HYDRANT -b- ~
~ \ ~ 1 ' I \ \ q ~ \ \pdg,T,r org rw.E~cri
TELEPHONOUND -------UT WATER VALVE ®ESI~J CONSTR./CLEARING LIMI1S ,Y fYF'~ , cw vestgn, PA
/ I ry ~ ~ ~ I ~ ~ ~ ~ ~ ~ I ~ ~ ~ ~ ~ ~ a m IiIfJ~ r~ a. g ads I~ FlBER OPTIC. ------FO----®_ ~l00 Regency Forost Dr. Suite 120
WATER W-®°®®®® PAVEMENT, S/W, SIRUCNRES, Cary, NC a751e
FORCE MAIN CBeG TO BE REMOVED. Phone: [phone] Fax: 919.319.751 B
STORM DRAIN = _ _ =
\ \ ~ ~ \ ~ ~ \ ~ \ ~ ~ \ ` \ ( ~ I ~ I I I ~ I I ~ I I IPF \ ~ o\ \\R 7 46' I I ~ INDIVIDUAL TREE
TO BE REMOVED.
\ ~ \ ~ ~ \ \ ~ ~ ~ \ 1 1 I I I I I I I I I / I I ~ ~ / / J ~ / E ~ I RSMH194.82' / KEY NOTES q ,f,~
~ ~ ~ 1~ III ~ I I I I 1 / / / ~ ~ ~ ~1~~ A~ TREE PROTECTION FENCE, SEE DETAIL SHEET C-701.
\ ~ ~ IB I~~N~~~,or~n~~ a i nJ~ }Ir-n-R~ I ~ I _-l- ~ ~ ~l- ~ ~ /-/--L / , ~ ~ ~ ~ zrs55. l / t~~~~ :
\ \ \ \ * I I I I I 1 ~ I I~ ~ / % ~ ~ ~ ~ ~ I/ ~ ~ ~ I ~Et ~ ~ IPF BO SAWCUT AND REMOVE PAVEMENT AND SIDEWALK. ~~~s s~: REFER TO GENERAL NO1ES THIS SHEET. ~r s~, ;1s
~ ~ ~ ~ ~ l I I ~ I I I I ~ ~ ~ ~ i I I I I / I I i l l j /~~~`r ~ ~ /j ~ / / o. ( ~ ~ C ~ ass f
~ ~ ~ III III ~ ~ ~ ~ I I I I I I I I I I I 1~~ I it l/ ~ R~Q ~ 4~ . o GRAVEL PARKING TO BE REMOVED. ~ Y ~ sy sz~~ ~,~~y ~~~~~f
C ~ I I I I / d / o / / z ~ 1 ~l I ~ I I I I I I I I I I I ~ ~ I ~ l / o / ,f~l~ W_~ao. DO EXISTING PAVEMENT MARKINGS
s$f R 9~
I I I I I ~ ~ ~ I i I I I I I I I ~ ~ ~ ~'/~ry~ ~IRF 57 \ ~ \ ~ ~ I I 1 ~1 I I I I I I I I I I ~ ~ / lj~/ l~~ S~? l` /
L3P ASS CIATES LT .
\ \ ~ ~ ~ \ ~ \ \ ~ III I I I I I / / / / / ~ ~ / ~ ~ ~ i ,/i~ l j / l - 434 FAYETTEV?LLE STREET, SUITE 1700
\ \ 111~I~~~ I~IIIII///~//// /i//~~j~ f~~s~sn,~~/Q~%~~/ / i' RALEIGH, NORTH CAROLINA 27601.1701
TEL. [phone] FAX [phone]
~ ~i~il iii lii~~iii iiii~ii~i ~iiii/~!r~i i~ i~~i~~i~~~/ ~ WWW.LS3P.COM
V I I I ~ ~ / li / e l/ ~itltl l i l l l ll it ~h
~ i~iiii~iii~i~ 'i'ii!iii~ iii 7777 7777 iii /~,%i~,/~~Q~~~~~~ii~/il/ ~o \ CARS ~~ii
EIVEAL TES. ,.~~o: oFESSio.ly9,,
~II~~I ~I~~Ij~lll III III~~ III I~III IIII ICI/ /j/~ p~y~'~lil/~~l Q 1. ALL U1)U11E& OR STRUCTURES NOTJNDICATED FOR REMOVAL OR ~ S
Il~~l~lj~i~~ijlll II~IIIIIIII IIII~IIII~~II(~~~' ~~~fl~~~~/l~ / MODIFlCATION ARE TO REMAIN AND BE PROTECTED FROM DAMAGE
. i i i I i i ii iii iiii)~i~ ~iiii i~~~~iiii `~'%'i ~`~i'~~i ~ ioi ii~iiii~iili~ iii~iii~~iii //i~~~ii~~i)i~iil'' ~~ir~~~~~iii~Q / 2. ALL WAS1E MATERIAL.GENERATED FROM CLEARING AND DEMOLITION
ACTIV111ES SHALL BE DISPOSED OF OFF-SITE IN ACCORDANCE WI1H '~,9 . ~ ~ ~IE~ • ~O\~~
i SALVAGE ALL SIGNAGE,RMETERSNEIC.~O OWNER. COORDINATE WI1H //i~~ONP K~~~~\\
I ~ i ~ I ~ i i ~ i i i ~ i i i ~iii~~~ii~ iiii~iiiiti~~ i~ ~ir f~,~,r,~iii~~l i i i i ~ i i ~ 7/777 i~ ~ iii 7777 iii, ,ice i ~ l / OWNER PRIOR TO DEMOLITION. ~lllttnlttttt
3. INSTALL 1REE PROTECTION FENCING PRIOR TO BEGINNING CLEARING fl g'O~
OPERAl1ON5 CLEAR AND GRUB AS NEEDED WITHIN CONSTRUCTION LIMITS PER SPECIFlCATIONS AND DRAWINGS. EXISTING TREES,
l l 1 1 it l n~° 1 I I o i i / ~ ~ I ~ ~ I ~ j i%l ~ l l~ ~lll l ~ ~l l l 111 ~ ~ ll ~ ~ a~ r~ i ~ ~ / ~ry/~ SHRUBS OR OTHER LANDSCAPE MATERIAL WHICH WILL CONFLICT W11H
NEW CONSIRUC11ON SHALL BE REMOVED (WHETHER OR NOT SHOWN ON THE DRAWINGS) FOLLOWING APPROVAL OF ARCHIIECL BY
i i i 1 I ll l l ~l~ ~ _ n _ SUBMLTTING.A BIA,...CQNTLiACTO1i. ACKNOWLEQGES.THAT, TFtE SITE HAS .
i~~/~ ~ lll~ ll /lll~ l~~~1~1/ y; 'r~""-~i,~.elf/~ l BEEN INVESTIGATED TO DETERMINE TYPE, SIZE AND QUAN711Y OF CLEARING REWIRED FOR CONSTRUCTION.
4. REMOVE EXCESS TOPSOIL AND DISPOSE OF PROPERLY OFF-SI1E
i i / / ~ / / / / ~ ~ ~ / l / ll ~ ~ ~ ~ l ~ l l i l i / L~~ pTY OF RAL~GH i , i i/~ / l ll l
B / ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ l !:m l l DB 5443 PG 37 5. ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT TO PROVIDE A STRAIGHT AND UNIFORM JOINT WITH NEW
i ~ ~ ~ ~j / / / j ~ ~ / / / / / / ~ ~ ~ ~ ~ ~ ~ l ~ ~ l l ~ / PIN/' 1724.19-50-5547 /ii~~j ~ dlll / ~ s~~y,~/ ~ ~4 R-10.VACANT CONSTRUCTION. ANY EXISTING PAVEMENT, SIDEWALK, CURB & GUTTER,
ETC 1HAT MUSt BE REMOVED TO ALLOW NEW CONSTRUCTION SHALL BE REMOVED AND REPAIRED PER THE SPECIFlCAl1ONS AND DETAILS MEMBERS of rHEAMER1cAN 1rosTarUTe oFARCH?rECTs
OR TO MATCH EXISTING CONDITIONS (WHETHER OR NOT SHOWN ON
THE DRAWINGS TO BE REMOVED). UALITY INSTALLA7TONS MAY UTILIZE COPYRIGHT 2008 ALL RIGHTS RESERVED OPEN CUT OF PAVEMENTS UNLESS INDICATED OTHERWISE 1RENCH
1N EXISTING ASPHALT SHALL BE PATCHED PER PAVEMENT REPAIR PRINTED OR ELECTRONIC DRAWINGS AND
DETAIL ON SHEET C703.
/j j~///jam/ I~~~/ / V 6. PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC AND DOCUMENTATION MAY NOT BE REPRODUCED ALL- OF 1NE OWNER'S FACIUIIES SHOULD DAMAGES OCCUR, NOTIFY IN ANY FORM WITHOUT WRITTEN PERMISSION
ARCHITECT IMMEDIATELY.
FROM LS3P ASSOCIATES LTD. 7. THE CON1RACTOR SHALL EMPLOY A QUAUFlED UIUflY LOCATOR
SERVICE TO LOCATE ALL.UNDERGROUND UIIUTiES (INCLUDING BUT REVISIONS:
/ / / / ~ ~ h ~ ~ / ~ ~ ~ A 1 A Yp WE ASEMEN7 NOT UNTIED TO ELECTRICAL, TELEPHONE, GAS, CABLE, FlBER OPTIC) Wf1HIN THE LIMITS OF CONSTRUCTION. No. Description Date
8. VERIFY ALL 1LLUS1RAlED KNOWN UNDERGROUND ELEMENTS EXERCISE REASONABLE EFFORTS TO PROTECT ANY UNKNOWN
UNDERGROUND ELEMENTS NOTIFY THE ARCHITECT IMMEDIATELY'iF
UNKNOWN. ELEMENTS ARE DISCOVERED THAT WOULD NECESSITATE MODIFICATION TO 1HE PROPOSED DESIGN.
9. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE
LOCAL, STATE AND OSHA REGULATIONS.
j / / / / ~ ~ ~ ~ ~ I ] I CITY OF RALEIGH
~ / ' I ~ ~ml/ I I~ o ACCESS EASEMENT 10. EXISTING MANHOLES, VALVE BOXES, VAULTS CLEANOUTS, UTILITY POLES ETC TO REMAIN WITHIN THE GRADING LIMITS SHALL BE ADJUSTED .AS
~i/ ~~i~/~/~/ ~ XIZY lJ ~ DB 2153, PG. 379 NEEDED TO FUNCTION PROPERTY NNTH THE PROPOSED FINISHED GRADES
~ ~ ~ ~ j / / / / ~ / \ / ~ I I 'I ~ ~ a,w is~z von a Pc zoo ~ ~ ~ ~ ~ ~ / / / / / ~ / ~ ` /yI ~ / ~ ~I~~ ,I ~ (FROM THIS LME TO CL OR (WETHER OR NOT INDICATED TO BE MODIFlED). PROJECT: 8401-014730
~i~ i ~ / / ~ ~ /l ~ ~ I I I ~l ~°n / '°I ~ I CRABTREE CREEK) 11. CONSTRUCTION MANAGER TO COORDINATE ALL PEDESTRIAN ACCESS PATHS; LOCATIONS, LIGHTING ETC. W/OWNER. DATE: 05.08.09
_-_~i iii// / ~ ~ / ~ / Ili rn 3 12. EXISTING' SITE INFORMATION TAKEN FROM SURVEY BY MCKIM AND CREED DRAWN BY: TN/RBT
N p DRIED 11/8/05. SURVEY PROVIDED BY OWNER.
13. ANY AND ALL LANDSCAPING AND EXISTING TREES & SHRUBS TO CHECKED BY: JPK
REMAIN WHICH ARE DAMAGED DURING DEMOLITION OR CONSIRUCAON SHALL BE REPLACED BY THE CONTRACTOR UTILIZING A LICENSED
LANDSCAPE CONTRACTOR AT NO ADDl11ONAL COST TO THE OWNER.
- = s-= f~ / ~ / /,-r ~ it
ALL CONSTRUC1ION SHALL BE IN STRICT
ACCORDANCE WI1H CITY OF RALEIGH AND ~ T1
NCDOT STANDARDS AND SPECIFlCATtONS T
~ ~ ~ i -40=EFW "RALE(UH~ ~ i ~ ~ l ~ _3ANLi8d~~ ~f I/i~~~ / al ~ Inv=779.34' I ITT
L
2
~ ~ ~ _ -r ICI ~
\ \ 185
GRAPHIC SCALE to mm uz
• \ ~ \ -tee 40 0 20 40 80 180 x
AIF I CP \ \ \ \
\ \ \ to ~MU4 h~PTR~I S7E S \ \ 78,5
\ \ \ 5 ( IN FEET) SOLUTIONS THROUGH LISTENING
o \ 6.4 \ \ \ \ \ \ \ \ \ i -4~ 4 E^0 0&~' cf) 1 inch = 40 ft.
SERVICE BY DESIGN
1 2 3 4 5 CONSTRUCTION DOCUMENTS

CRA®ING LE MASS ROC ~L OTE° I1
MASS ROCK REMOVAL AREA
i EXISTING CONTOURS l1taf l ALL ROCK. AND PARnALLY WEATHERED ROCK
THE TREE PROTECTION PRIOR TO ANY TREE DISTURBING ACTIVITY, FlNAL CONTOURS LOCATED IN THIS AREA, THAT MEETS THE
FENCING SHALL BE INSTALLED INSPECTED AND APPROVED BY OEFlNInON OF, MASS ROCK OR TRENG~ ROG(, n SHALL BE REMOVED TO THE DEPTHS LISTED BELOW ! I ~II I U
CITY FORESTRY SPECIALIST, MARY ANN METCALF [phone]. 270.4'+ EXISTING SURVEY SPOT ELEVAnON 1N A MASS- EXCAVATION. THE ROCK SHALL BE are a ices
REMOVED AND REPLACED WITH COMPACTED
270.50T SUITABLE FlLL TO FlNAL GRADES OR SHALL BE PROPOSED TOP OF CURB SPOT ELEVAnON PROCESSED AS REQUIRED. BY SPECIFlCAnON ,
SECnON 02200 -EARTHWORK FOR PROCESSED aCIII ROG( FlLL''AND COMPACTED BAG( IN-PLACE TO j
_ _ _ _ - - - - - - - - 270.50 PROPOSED GROUND/PAVEMENT ELEVAnON FlNAL GRADES 3OO MGrCeII PI Ve
WITHIN BUILDING AND SERVICE AREAS LIMITS
- - 29 STORM STRUCTURE NUMBER (INCLUDING 10-Fr BEYOND EXTERIOR BUILDING Raleigh, C 27610
- ~ -_=225_ a=--_--=__ ~ / --220.. - ~ S - ~--J / / / / / WALLS AND SERVICE AREA WALLS):
J T =EXISTING STORM. DRAIN PIPE 4-FT BELOW FFE i
° ° , R„__,P_LEa=~STA ~N~11TED PARfiNERSHiP- _ / % - BRIAN ~CENTER OF ~ ~I H, I C.~L L ~ - - - . - - ~ - _ _ - ° - / /
M~ARIN A EF~~ ~ ~ - e ~ ° DB- 8746' G-905~ ° e,. , ~ _ - ~ 1 \ B is 1~ _ - ~ ~4.~ --4o=2s45- ~ 2 -:..7 - ~ 4NTHIN UnLITY CORRIDOR OUTSIDE BLDG. LIMITS: PROPOSED STORM. DRAIN PIPE ®7t•- ~ 6-FT BELOW FlNISH GRADE.
t ~ 1 ~ ~ PIN 24:48- 7 ~61 ° =f A N~~ -
/ ~ 1REE PROlEC7)ON FENCE SEE DETAIL SHEET 0702. REMOVAL AND REPLACEMENT OF ROCK IN THIS may. / ~ AREA IN THE-BASE BID CONTRACT SHALL BE
I I III I \ I 1 I I \ - - - = --a'~' / - - - ~ ' _ ° ` ` - _ / I I _1_-- ~ - - - / / / £~£,f~%: fff, zxs EY:E;£.&£i CONSTRUCn4NUMITS APPUED.TO THE "ROCK REMOVAL IN OPEN AREAS
_ ~ ~ _ _ _ _ _ _ \ (MASS ROCK)" ALLOWANCE
- - - - ~ - ~ \ ~ SITE BENG-IMARK REMOVAL AND REPLACEMENT OF ROCK IN THIS
I I 411 III 11 \ ~ 1 ~ ° F~ - - _ - - _ - - - - - \ AREA IN THE UNCLASSIFlED ALTERNATE BID .
N1 I qp i I III II ~ e ~ „x. ~ z - - _ ~ x I i e _ _ \ \ ~ CONTRACT SHALL BE dNCLUDED IN THE ALTERNATE \ \ \ BID.
I 1 I \ III /I III ~ ~ - - - - - rr s.- / ~ J 4W.-252. - - - - I ~ I l IN ~ v,,. -
III ~ ~ ~ ,,;a-#~ r <<;,.;,,~`ys I / I ~t ~ ~ / - _ \
I I / i I \ I I III \ / - r~255.0 \ \ 235 / r- _ - u I III II III / - l I I I I I \ \ W: 244.0 ~ \ ~ 2 <-5, ~ III I f / \ 1. ALL CONSTRUCnON SHAU. BE IN STRICT ACCORDANCE WITH ALL CITY OF RALEIGH AND NCDOT ~1` \ \ STANDARDS AND SPECIFlCAnONS.
I / I l I I IIII ° sa;~~ e.;~ - - \ Q ~'a~ r:fr I I h l I ~ / _ \ \ \ 'fY~~~:y~'~ \ \ \ 2.ALL SPOT ELEVAnONS INDICATED AT CURB AND GUTTER ARE TO PAVEMENT SURFACE, UNLESS
I IN`I l II _ " I III I III I I \ ~ / - 2^~ - - \ ~xh £ ~ OTHERWISE SHOWN. 'T' DENOTES TOP OF CURB. ®ES B Ivl
I IIII I III 111 1 >u~~ / v A Ilf I I I I ~ I \ / \ v / - \ 3. TOTAL DISTURBED AREA = 12.00 AC.
I~61 / I ~ III ~ I IIiI ~ l I v III v / / / _ - v ~I I / I i II I ~'p ~ 254. 53, ~ \ \ \ j ' ~ Y' . 400 ~grxyforest Dr.
I I I \ I I I III / ~ / / \ I I/ I I I I - / 250 4. CONTRACTOR SHALL ADJUST ALL EXISnNG VAULTS, MANH0IES, STORM DRAIN STRUCTURES, Su11e 120 \ \ 1 ' CLEANOUTS, ETC. AS NEEDED TO MATCH FlNISH GRADE Cary, NC 27518 \ ~ ~ Phons:919.319.6716
I I ~ I I III ~ / - I y ~ I I I I I I ~ - 24 0 - \ \ I I CI 'i I I ~ 250 00 ~ 25 O7 ~ _ 247 ~ I p I I I 254.50 / - \ \ \ \ \ \ \ \ Fax: [phone]
III 1 I 1~ III I I I I IIII ~ g \ ~I ~ I I \ 4.80 0 - / / ~ _ I III m / I I \ III I ` \ / / i \ \ \ \ \ \ \ 5. ALL BA,GCFlLL, COMPACnON, SOILS TESTING, ETC. SHALL BE PERFORMED BY THE OWNERS ' \ \ \ ~ \ \ INDEPENDENT TESTING LABORATORY. (SEE SPECIFlCAnONS FOR ADDITIONAL INFORMAnON)
~ I I I I I I / - 5 A12 ~I a A I E s. / / ~ \ \
I IIII - 25 - ~ / ~ \ ~ 1 1 o I NI I I I e/~ - / \ \ \ ~ \ 6. ALL STORM DRAIN PIPES SHALL BE PR01EC1E0 N?TH STONE FlLTER PRO1ECTON AFTER. \ \ \ \ \ \ \ \ STOPPAGE OF WORK EACH. DAY. SEE DETAIL ON SHEET C-702.
IIII _ \ IIII I b I I ~ - t
III I I A III / IIII 11 ~ I I I I 1 1, / ,;I A~ ° - ~ - ~ \ \ \ \ 7. EXISTING VEGETAnON WITHIN TREE PROTECTION AREAS SHALL REMAIN UNDISTURBED UNLESS s%lt~'~x~~~.! ~ rya: \ ~ \ \ \ \ \ NOTED OniERWISE. ~~~~s~g~~~ G~~~~~<
I I , I i t I I / ~ s 0 \ s Qs \ \ \ \ ~av~usW~~KG G~S n
I I II 1 \ _ I I lu p~ ul I - \ q e--- - e - \ \ \ \ \ \ \ 8. ANY AND ALL LANDSCAPING AND EXISTING 1REES & SHRUBS TO REMAIN WHICH ARE DAMAGED ~~~~^~s~ \ \ \ \ \ DURING DEMOUnON OR CONSTRUCnON SHALL BE REPLACED BY THE CONTRACTOR UnUZING A ~x~~~ ;~:y s, a; f
II I ~ I \ III III 8-- \ \ 25 . - \ yll \ I~ ~ \ \ FD _ \ \ ~ LICENSED LANDSCAPE CONTRACTOR AT NO ADDITONAL COST TO THE OWNER. ~~f~ r:~ s
I I I u ~ I ~I I I II \ / A5 - ~ ~ ~ / \ \ \ \ \ \ \ \ 9. THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE CODES IN OBSERVING EROSION ~^~"r
I i I I I I ~ 257.50 \ \ 257.0 ~ - - ~ ..i \ \ \ III 0 ~ i~ III . ° ~ \ \ e- \ \ \ t~-ti I R , \ \ III / s ~ \ \ \ / A6 \ \ \ \ CONTROL MEASURES BOTH ON AND OFF-SITE. ~ys<%s'.,<S.y
C I I I CC II I I I I r \ ~ ~ / / _ - _ \ \ \ \ \ \ ~ 10. 1HE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AFTER EAG~ ;~Y t,~~.
I I I V ~ 250 % I II/ ~ 111I I I ~u \ / N ~ _ \ \ \ , \ RAINFALL EVENT OR AS DIRECTED BY STATE AUTHORITIES OR 7NE ARCHITECT. ~~~N~;.
I I I ® I \ IIII I v / 257. 0' \ \ \ / _ ~ _ ~7 ~ o \ I-_I II / 11 \ I I I I / \ \ MA S RdCK EMpV L / \ \ 1111•®e ~ I \ I I I r- ~ a 257.90 \ \ A ~ N 7. T \ ° / / \ \ \ \ \ 11. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE DISPOSAL `OF ALL CLEARING `
I I I,~ \I 'NI I I I 8.25 \ \ I E . \ e , / / AND GRADING WASTE MATERIALS GENERATED DURING CONSTRUCnON AND FOR OBTAINING ALL
m ~ III I \ \ Alt / III I \ I ~ ~ gb / 257.70 \ / \ 25 50 ~c ~5 50 APPLICABLE PERMITS FOR OFF-SITE STOCKPILES AND/OR WASTE AREAS
I II / V-- \ ~ 12. WWTHIN n1E SIGHT 1RIANGLES SHOWN ON THIS PLAN, NO OBSTRUCnON BETWEEN 2'FEET AND 8 A T FEET IN HEIGHT ABOVE 1HE CURB LINE ELEVAnON SHALL BE LOCATED IN WHOLE OR PART. L3P ASSOh-1 L
I I ~ FD e \ \ / \ / ~ ~ \ \ II ~ I I I I , O ~ \ ~ \ e ~ / \ \ \ \ 25 .25 OBSTRUCnONS INCLUDE BUT ARE NOT LIMITED TO ANY BERM, FOLIAGE, FENCE, WALL, SIGN, OR
Imo/ ~ \I \ I I / W ~ \ \ $ \ / ~ \ / \ \ I I ~ JY FF~ 2 ° \ \ PARKED VEHICLE REFER TO SECnON 10-2086 OF THE RALEIGH GTY CODE FOR ADDITONAL 434 FAYETTEVILLE STREET, SUITE 1700 DETAILS.
IIII ~ o C1 X25. \ r ° / ~ V \ I ~ I / t; ® \ / MAS OCK REA10 REMOV \ RALEIGH, NORTH CAROLINA 27601-1101
~ I a \ ~ f ° 257.70 \ \ \ ~ ~ / o , / / \ I ail II I I / \ / / \ AREA, E NO1~K I I p »r ~ fYrY, 1 ri Mgr ?s :g"sf o \ \ y \ / N0~ \ \ 13. A AORnON OF THIS SIZE LIES WITHIN THE 100 YEAR FLOOD PLAIN PER FEMA MAPS TEL. [phone] FAX [phone] DEL \ \ \ 3718300363 E, EFFECnVE MARGT 3. 1992.
At0 55 2 3.20 / Is r. ;III ~ Z \ / e ~ v e 2 \ ~ \ e~ II~~`. / x \ WWW.LS3P.COM
„II s I I i / z~\ 8'00 Iha / II III / ~ V~ • ~ / / \ \ 14. STREAMS-:HAVE BEEN FOUND ON SITE NO STREAMS ARE TO BE DISTURBED DURING \ \ \ \ \ ~ CONSTRUCnON.
I ill) l \ II / 2 Z,15- 8 \ \ 57. ~ I~ \ \ I` \ Q- ~ I I - \ ~ all \ \ 15. CONSTRUCnON MANAGER IS TO AMMEND 1HE TOP SIX ING~ES OF LAWN AREAS WITH 3" OF ~~~uinuir~i
~ ~ \ ' ~ I TOPSOIL. IMPORT ADDI110NAL TOPSOIL AS NEEDED TO MEET THE SPECIFICA710NS. ~<~RQ~~ i,~~
II Iv 1 - ~ / ~ e \ I ~a I ~ v IIVfi i ~ ~ , 55: vv A ~ \ I ' I I 16. ONCE TOPSOIL IS INSTALLED ON SITE, CONTACT ARCHITECT TO SCHEDULE AN INSPECnON BY ~~.~OEESSID°°'~9~'~
60 II ~ ~ - e \ I I I' / \ \ r ~ I I OWNER AND ARCHITECT. IF TOPSOIL IS ACCEPTED, CONSTRUCnON MANAGER SHALL COORDINATE ~ Q WITH LANDSCAPE CONTRACTOR TO BEGIN PERMENANT SEEDING, SOD, MULG~ AND PLANTING = S
;h~ ~ ~~Ks s:. ~ 257.20 \ \ \ \ 2 .708 I C I `I I I IrISrALLAnorvS °
I I ~ \ v v / o u I \ / <.a~<a, 2 .0 \ MA S R K REMOVA / r I ~ ~ o ~ I 17. CONSTRUCnON MANAGER SHALL BE RESPONSIBLE FOR KEEPING ALL EQUIPMENT
/ \ EA E NOTE RIPRAP RON / ~ ~'B I i \ e \ \ _ ~ - I o N I SUBCONTRACTORS AWAY FROM SEEDED AREAS. 1F DAMAGE OCCURS THROUGH N0 FAULT OF ~:r~9 G LN~t~~° ° O~~
I I \ < \ \ IS S ET. / L- / 7.5° e / e i~ I e \ ~ 257.75 ~ \ I W= 4' a 5 ,g TOETHE~OWNER.EAS SHALL BE REGRADED AND RESEEDED IMMEDIATELY A7 NO ADDITONAL COST '~,~ir~NP KE~~~\\ ~ 3. ~r~iilni~~N
I I~If~ I 2 .25 c, \ ~ ~ I / 252 OT _ . e e ems- 3 E;< ~ ~ A9 a - ~ 18 i i I \ - MAC RO R VAL 257.0 \ \ / / 4~ / ~ e / ~ , /i I 18. THIS WAKE' COUNTY PROJECT IS EXEMPT FROM GTY OF RALEIGH STORMWAIER REGULAnONS ,('.~g'oc~
NO I LASS= B e e I i ~ / I AREA, \ / / ~ / / / ~ ~ 257.4 \ SEE C-701 / I ° _ I / / ~ a SECnON 40-9003 (b)(8) OF RALEIGH GTY CODE STATES THAT ACnVITES FUNDED IN WHOLE OR
THIS SHEET. I / / / I I„„„le i / 27.2T \ \ / / / a / / / % % ~ IN PART, BY .THE STATE OF NORTH CAROLINA OR THE UNITED STATES ARE EXEMPT FROM / / / / CHAPTER 9, "STORMWAIER CONTROL AND :WATERCOURSE BUFFER REGULAnONS".
z65 ~ ~ / 1 / e ~ / ~ / III ~ „~y~~ :.T~ \ e e - ° , / e ~o / / / / 19. A STREAM DEIERMINAnON ISSUED BY NCDENR DIVSION OF WATER QUALITY (OWQ) DATED JUNE 3,
~ / / / / / > 2008 STATES THAT THE ONSITE STREAM FEATURE IS SUBJECT TO NEUSE RIVER BUFFER RULES.
J r-- ~ - ~ J l e ° ° / / . . _ _ ~ _ 25 . _ _...1... / / / / / NO IMPACT TO THE STREAM OUR ITS BUFFERS IS PERMITED WITHOUT WRITTEN NOnFlCAnON FROM /~Y_. ~ :..~..,20. NEUSE RIVER RIPPARIAN BUFFERS ARE TO BE~~Flf ~ ...L, . ~
I ~ ~ ~ ~ / IV; I I I II 'n~3:Fri;+azo , a^;:' / / ~ ~ I r , I / l I / / 25
I = I I ° i l I ~ . . ::x~ ~ 256. O7 I - - - ~ / / / / ~ LD STAKED AT ALL nMES DURING / / / / ~ / / CONSTRUCnON.
I I~ I I / / C5 / / ~ / / / III e / ~ 253. 0 ~~II ° / 259. OT 2 6. 5 ~ I / I I I C6 j j// ~ " 21. ALL OFFSITE FlLL MATERIAL TO 8E APPROVED BY OWNER PRIOR TO DELIVERY.
' I III ~ ~ / / / / / / / 2 .3 T 251.70 I v I I I I / / ~ 22. PRIOR TO ANY 1REE DISTURBING ACnV17Y THE TREE.PROTECnON FENGNG SHALL BE INSTALLED,
I L :I I I i I I: ~ 25,3:5 50 e ~ I~;; 1 R-, z \ 1 256.50 ~ 86 l / / INSPECTED AND APPROVED BY CITY FORESTRY SPEGALIST, MARY ANN METCALF [phone].
I I I/ i \ I I i ~ 255 / e /
16;I I I I r / fir/ E>~~ I v ~ ~~s a~<:a~% s:~ / ® / / / e I s s I :,Ii IIII I(/ //l~ 84 5 e / / ~~y~ / / j C ST TI IBILITY Ta MEMBERS OF THEAMEwCAN INSTITUTE OFARCHITECTS
/ ~ ~ / / / / 1. TREE CONSERVAnON PLANS ARE TO BE FOLLOWED AND ARE THE CONSTRUCTION COPYRIGHT 2008 ALL RIGHTS RESERVED / rl
RIM-269.64 '>a I I I I ~ / ~ ~ C9 L / ` \ / / / / / / j// / MANAGER'S AND LANDSCAPE CONTRACTOR'S RESPONSIBILITY THAT 1HE AREAS / / / ~ PRINTED OR ELECTRONIC DRAWINGS AND / / i DE51GNAlED FOR TREE CONSERVAnON ARE NOT TO BE DISTURBED IN ANY WAY.
27 s I I e ° ~ / I IIII / IA III I s e j / / / / / / ~ DOCUMENTATION MAY NOT BE REPRODUCED
/ ~ I / / I i I , I / _ - - - / ~5 a j» / >>`'~J./ ~j / / / / / 2, ALL CONTRACTOR'S SHALL REFER TO 1HE EROSION CONniOL CONSTRUCnON
Ia' I I IIII \ ,:;::.yes,. 1 11 I I \ \ r ~ - / yr / / / / / / / ~ / / / SEQUENCE AND ADD1nONA1 INFORMAnON ON SHEET 0401. IN ANY FORM WITHOUT WRITTEN PERMISSION
I / III I :a\:n'v ~ / 1 1 I I I \ f~.. / / / - / ~ ' E',- : sc. : x.::.:.:.: s, xy3:3:- / / / / / / / / / / / j FROM LS3P ASSOCIA TES LTD. / / / / ~ / / 3. TOPSOIL SHALL BE ACCEPTED BY THE OWNER BEFORE THE LANDSCAPE
I,; II / v I I I ~ 1 I 1 111 ~ / I , ~ mar=,-- , _ _ _ / / / / I I I \ I I I ~ 1 III / ' ~ ~ r / - __-240------ ~ / / / CONTRACTOR BEGINS WORK. CONSTRUCnON MANAGER SHALL .CONTACT THE OWNER ' ' o / / REVISIONS: / / / ~ / o o OR ARCHITECT FOR TOPSOIL 1NSPECnON.
I I/ / I I / 1 ~ ( r ° / -i ~ - - - / / ~ I I I d - J ~ / / .:ill 1 ~ I 1 I l \ - ~ / A / ~ ~ I ~ ~ / I ( I IIII / l 1 ll I I / / / / - - - - - - - e / 0 0' ~ o 0 o i % No. Description Date
III / I ~ I ~ ~ / - ~ / ,111 III l '1 ll 1 I l ~r /r / / - e ' j' % o00 / /oo / /
,II III i 1 1 \ ~.~1 r / / / o~ o /io
I I / l l 1 1 ~ /'x: e / / / / - - - 235 e e ' (C ST 1 E ESP IBILI
I 1 ~I ..era / ~ 11 / ~ / / / / ~ --------------tee / I F~ III L •F.,;,;r>. l l 26 1 / / / / / / e - . - - ° - - e / / , ~~~o~oi ~ 'i 1. CHISEL ALL CUT GRADED OR COMPACTED AREAS TO A MINIMUM DEF'TH,OF 8".
III / /`2. / / / ~ ;1%a~:. ~ .fir 1 ~ / /ease/ I / ~ y. 1 / / / e /o i ~ o /j 2. DISC ALL AREAS TO RECEIVE GRASS TO A MINIMUM OF 8 INCHES MIX AND
I ~:xa~ FY B3 ~ ~ / / / ~ / 230 e e / ~ /s ° ~o / / o / / AMEND WITH 3 INCHES OF IMPORTED TOPSOIL REFER 10 SPECIFlCAnONS FOR
I F' / 73.54 ~ 1 / / e e e e % i o ~j / / o TOPSOIL REQUIREMENTS. i/ /o
\ / / -ee / eee / ~ s / / ~ / / / 3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCnONS LEAVING
- / / / x: ~ / / / 225 e e j/ o ~ - SURFACE REASONABLY SMOOTH AND UNIFORM. CONSTRUCnON EQUIPMENT & - / i ~ o ~ o / TRAFFIC SHALL BE REMOVED PRIOR TO SEEDING.
U / / / l 1 ~ 2 / / / / e / e/ ei/ i _ ee / i i / / o % ~ PROJECT: 8401.074730
/ 1 ~ ~ / / ~ ss/e / - / i i/~%-~'' %%r ~ 4. CONnNUE TILLAGE UNTIL A WELL-PULVERIZED, FIRM, REASONABLY UNIFORM _ DATE: 05.08.09
/ / ~t / e/// i ism-----__._ :,5 SEEDBED IS PREPARED TO A 6 INCHES DEPTH.
FALSTAFF / / / / / /e / / ~ ~ ///ear ~ ~ _ - - _ / - j /~%~~i DRAWN BY: TN/RBT
ROAD ~ o / ~ / / / / _ e / /e - - / ~ , J _ / ~ ~ _ / ~ ~ N TES LEE CHECKED BY: JPK
/ ~ / / / - X~'.~~NE~~~-A~~~
/ /i / ire - / ee. / / _ ~ e . , . % ~ ~ 1. TOP ELEV OF YI IS RIM OF SURFACE INFLUENT; MH MANHOLE, .SEE DETAIL SHEET C-704.
/ / / / / / / / ' /i~~'"® - DI IS TOP OF GRATE; MH IS 70P OF RIM; CB CATCH BASIN, SEE DETAIL SHEET C-702.
/ A / 0 j// j / rj~--_- AND CB IS :TOP OF HOOD. D1 DROP INLET, SEE DETAIL. SHEET C-702.
I I ~ / / / - _ ~ \ \2Q \ \ ~ / / j / oc\ ~ , FES FLARED ENO SECnON I
I fk.~ I : II 275.90 I O / / ~ / ~ ~ / ) / / / / , \ ~ ~ ~ ~ ~ ~ ~ 2. REFER TO UTILITY PLAN FOR ROOF DRAINAGE _ ~©e~~ ~ YI OPEN THROAT YARD INLET, SEE DETAIL SHEET
I I / .a~; < sus! l I 1 1 / / / .s3~' ~ - - \ \ \ . \ • a o / l ~ l l ~ Fs„ / l ~ / / A~° _ - \vv v vvv v\v vim`- = _=~--e.: ~ ~ LATERAL PIPES C-705. FD FLOOR DRAIN.. SEE DETAIL SHEET C-704.
I l III / \ . _ ~ \ \ ~ - ~ I IIII r ~ I ~ ~ ~ - - - \ - - 220 \ \ ~ ~ I ~ ~ ~ ~ l ~ v v v vl ~ _ - _ v vvv ,vvv ~v vv v_-
~ ~\\e 3. ALL DOWNSTREAM OUTLET STRUCTURES SHALL BE CO CLEAN OUT. SEE DETAIL SHEET C-704. ~ ~ e~ \ CONCRETE FLARED END SECnONS (FES) UNLESS - ~ . ~
I I VI I I I ~ \ \ \ \ \ 2 \ ~ - _ _ _ ~ ~ ~ ~ 'rte _ ~ ~..°>.-.-r ° ?e.~\~~ c ~ ~ OTHERWISE .NOTED. a' p STRUCTURE 1D. NO.
III l ~ I ~ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I I I I ' \ \ \ A 235- ~ ~ ~ \ r-=---~\\
YI 11 I .1-~~ ~I•~ I ttL ~ - I ~ 1 _ .r~,.,,,~ L--- ~ ~ \ ~ e ~ _ _ ~ _ \ \ ~ ~ ~ \ _
I I I/ 7 III ( N~ \ GRAPHIC SCALE
i Iii 1 I ERIE CA I \ \ \ ~ y \ \ Wl:`91CAL NAI 40 0 20 40 B0 180 x
ERTY SE VICES \ \ \ \ i I I I \ AKE MEDICA P PE SERVI \ PRO ~~IR7 S S \w ~ViT \ \ \ \ ~ ~`~a.,1~VRR ~flE~,~E -e
I N I \ \ \4 PC ~7s \ s \ \ \ 6`4 2 FJRRRfS I III ~ I (DB 314 PC 976 DB I \ \ \ \ \ \ \ \ ~ ~ \ \ ~ ~ ~ ~ , I I I / , 1 I 1 \ 2s \ 1 s-39~ 9536 \ \ \ , \ imms
I I PIN 1723.06-39- 7526 S ~ \ \ \PIN 7 -49-1445,1 D8 -9242 \ 0&I-2 VACANT \ \ 2,! OA A~ R \ 723-0&-4
I I I \ \ \ \ \ _ `0 , -ONCE >e \ \ \ \ \ \ \ es l~ (tx~ 'b SOLUTIONS THROUGH LISTENING 1 inch = 40 &
SERVICE BY DESIGN
1 2 3 4 5 CONSTRUCTION DOCUMENTS

GRADING LEGEND MASS_ROC OVAL NOTE° n
60'
W DRAINAGE STRUCTURE SCHEDULE - EXISTING CONTOURS MASS ROCK REMOVAL AREA a e ®u fy ESCHEDULE / pf ila' pa'`
x ~ t ~ ALL ROCK AND PARTIALLY WEATHERED ROCK ~i ~i
;s I ~ I ~ ~ i I ~ STRUCTURE N0. PIPE PIPE PIPE PIPE UPPER LOWER UPSTR FlNAL CONTOURS LOCATED IN THIS AREA, THAT MEETS THE VER UPSTREAM STRUCTURE DATA
~ 125 J U ~ " UP S1RM DN STRM SLOPE DIA. LENGTH MATRL INV. INV. TOP ELEV. DE ~ J V. TOP ELEV. DEP1H TYPE NOTES DEFlNInON OF MASS ROCK OR TRENCH ROCK, OtId1UU B :n (rT1 (P~ 270.4'. IN A MASS EXCAVAl10N.m1HE~OCK SHA~ BELOW
I W m / N QN) ~P~ (F~ (P~ (P~ (F EXISTING SURVEY SPOT ELEVAnON
Q ~ Ot d ~ ~11 BRADLEY PARK CONDOS Al A2 2.37% 6 38 RCP 254.50 253.60 257.50 3. ~ ~1 [ I / w O ~ !?=3 DB 4179 PG 469 A2 A3 2.04°/ 12 162 RCP 253.50 250.20 256.30 2. 13.60 257.50 3.00 oTrIER FD + REMO'!ED AND REPLACED WITH COMPACTED Q ' so.2o 256.30 2.60 MH 270.50T SUITABLE FlLL TO FlNAL GRADES OR SHALL BE a/ ~i ~"VICe
I I I 1D 2 ~ A3 A4 0.94% 12 32 RCP 250.10 249.80 256.00 5. _ ~ 1~ PINS 1724.18-40-7629 Is.ao z5s.oo 5so MR PROPOSED TOP OF CURB SPOT ELEVAnON PROCESSED AS REQUIRED BY SPECIFlCAnON
1 A _ _ _ - - ~ ~ 'f< 0&I-1 CONDOMINIUMS A4 A5 1.74°/ 15 155 RCP 249.70 247.00 256.10 6. - - - _ _ - - - - - - ~ '-I ~ I ~ I ' A5 A6 2.82°1 24 103 RCP 246.90 244.00 252.30 5. 17.00 256.10 s.ao ce SECnON 02200 -EARTHWORK FOR PROCESSED ` ' 14.00 252.30 5.ao c6 ROCK FlLL' AND COMPACTED BACK fN-PLACE TO aCIIIty
- - ~ - ~ \ ~ \ ` I ~ ~ ~ I I A6 A7 1.30°1 24 77 RCP 243.90 242.90 250.50 6. 270.50 PROPOSED GROUND/PAVEMENT ELEVAnON FlNAL GRADES 12.90 250.50 6.60 CB 300 Merrell Drive
N _ _ ~ ~ 209' ~ I I A7 A7A 9.14°h 24 140 RCP 242.80 230.00 250.00 7. V - ~ I ~ I I ~ A7A A8 8.42% 24 95 RCP 216.00 208.00 240.00 24 lo.oo z5o.oo zzo ce WITHIN BUILDING AND SERVICE AREAS LIMITS ~r la.oo zao.oo z4.oo MN 29 STORM S1RUCIURE NUMBER (INCLUDING 10-FT BEYOND EXTERIOR BUILDING RG~IG'igh, I V C 276) 0
~ 1 1\ I I I I,,I
/ ~ \ I / -.,y 3' 'I'BM 2 A9 A10 1.34/ 24 127 RCP 250.00 246.30 255.20 5. / ~ I I I A1D A11 0.89% 16 56 RCP 248.20 247.70 254.00 5. 16.30 255.20 5.zo ce WALLS AND SERVICE AREA WALLS): Iz7o z54.oo 5.80 ce - - - ~ - EXISTING STORM DRAIN PIPE 4-FT BELOW FFE
® / I ~ x~ ~ I NAIL sEr ~ / 1 (n I " A11 A5 0.94% 24 64 RCP 247.60 247.00 253.20 5. 17.00 253.20 5.60 CB
~ l l l 1 I El I I / BASE OF 18 PINE
,,.,.L-- I I _ _ ~ - 't' ~ M<'; .ELEV - ~11.2D' A12 A13 0.71 / 15 7 RCP 244.00 243.95 246.50 2. _ / I I., _ ~ - 1 _I NAD ~ A13 A14 0.73% 15 46 RCP 243.85 243.50 247.00 3. _ _ T _ 1 / l ~ 13s5 z46.5o z.5o c6 PROPOSED STORM DRAIN PIPE IMIHIN UTILITY CORRIDOR OUTSIDE BLDG LIMI1S: 6-FT BELOW FlNISH GRADE. 13.50 247.00 3.15 CB
_ _ J - - - - .PROPOSED SLOPE EASEMENT / / - / ~ ` A14 A7 0.60% 15 83 RCP 243.40 242.90 247.50 4. Izsa z47.5o 4.1o ce -Q-- SEE PRO1EC110N FENCE SEE DETAIL SHEET C702. REMOVAL AND-REPLACEMENT OF ROCK IN 1HIS
- - f" I / / I / I I J- I / / / ) I / / / / / I I / „F / I A15 A3 1.56% 15 16 RCP 250.75 250.50 253.75 3. AREA IN 1HE BASE BID CONTRACT SHALL BE 10.50 253.75 3.D0 DI ~~~'u'°-
/ 45 P 107 / / / / ~ / DB 1~ I I 3 / I / I 1 s x »<a ~ r~F~ CONS1RUCnON LIMITS APPLIED, TO THE pROCK REMOVAL IN OPEN AREAS
/ ~ 1 y~~' ~ ~ I A16 A10 3.43°/ 15 54 RCP 250.15 248.30 263.15 3. o / BM 995 G 12 / / C ~ Bb' ~ / ~ 1 ~ v _ -~-i- - ~ / / 18.30 253.15 3.00 Q1HER {MASS ROCK)» ALLOWANCE
v v__~-- II I 1 _ _ ~ - - ~ ~ ~ ~ / A17 A3 9.52% 6 42 RCP 254.50 25050 257.50 3. - - \ V 1 ~ ~ 1 Soso 257.50 3.00 DI SITE BENCHMARK REMOVAL AND REPLACEMENT OF ROCK IN THIS
1 ~ I I r I I v v v y 11 I I 1 1 ~ ~ 1 ~ ~ \ 81 B2 1.14% 15 44 RGP 263.00 262.50 266.50 3. AREA IN THE UNCLASSIFlED ALTERNATE BID Iz.SO z66.5o 3.5o c6 CONTRACT SHALL BE INCLUDED IN THE ALTERNATE '
\ ~ I t ~ \ \ I ~ ' ~ , , 1 , ~ 82 B3 4.44% 15 99 RCP 262.40 258.00 266.50 4. \ \ 1 1 E2 ~ ~ 1 18.00 266.50 4.10 CB BID..
\ 1 { B3 84 3.59% 15 103 RCP 257.90 254.20 261.75 3. \ \ ~ 1 1 ~ ~ \ ~ 1 1 ~ ~ ~ B4 85 1.02% 15 44 RCP 254.10 253.65 257.50 3. A.20 261.75 3.85. MH R/~DINV TES °t ~ ;,:<3 i re s),# ~if, X3.65 257.50 3.40 CB
\ 1 \ ~ ' ? , , , , , , , 85 86 2.71% 15 48 RCP 253,55 252.25 257.50 3. \ 25 ST~tEE P O C VEI YA D I I > I b X2.25 257.50 3.95 c6 1. ALL CONS1RUCnON SHALL BE 1N STRICT ACCORDANCE WITH ALL CITY OF RALEIGH AND NCDOT
\ \ ~ J ~ ~ y ~ 86 C5A 0.83°/ 15 18 RCP 252.15 252.00 254.50 2. \ 1 1 1 1 , 1 1 1 I 1 ( ~ ~ I ~ 1 \ 1 1 ~ ,,y , N/F ~z.oo z54.5o 2.35 c6 STANDARDS AND SPEC1FlCAnONS
1 1 1 , ° \ 1 1 ~ I 1 Ct C2 4.63/ 12 58 RCP 254.70 251.90 257.70 3. \ 1 1 l I I 1 n of Rat.EiGH ~1so z577o 3.00 OTHER 2. ALL SPOT ELEVAnONS INDICATED AT CURB AND GUTTER ARE TO PAVEMENT. SURFACE; UNLESS C
1 1 ~ 1 ~ V 1 1 1 1 1 ~ C2 C3 0.95% 15 74 RCP 251.80 251.10 257.15 5. \ 1. 1 I I I I ` 1 64 PG 47 ° 11.10 257.15 5.35 DI OTHERWISE SHOWN. 'T' DENOTES TOP OF CURB. DESIGIvI
1 fl~~'~~H ~ ~ 1 C3 C4 0.76/0 15 46 RCP 251.00 250.65 256.00 5. ~.:.ye ~ , ors , ~r1,~ ~ I I I ~ ~ 1 G 59 ~ ,.f~,, , ~ ~~~a,, ,y~,~ ~ I , ~ C4 C6 0.48% 15 84 RCP 250.55 250.15 256.45 5. X0.65 z5s.oo 5.0o ce 3. TOTAL DISTURBED AREA = 12.00 AC. 10.15 256.45 5.90 CB ~ Dealgn, p~
tT l ~ I 1 ' ~ , ~ C5 C5A 0.50°10 15 190 RCP 250.05 249.10 256.30 6. \ 1 1 I 7 4. 8 845 1 ~ 1 ~ I I I I R s.1o 256.30 s.z5 ce 4. CONTRACTOR SHALL ADJUST ALL EXISTING. VAULTS MANHOLES, STORM. DRAIN STRUCTURES, ~e 1R 20 Y fo"at Dr.
1 1 v 1 V 1 1 ~ ~ ~1 A A 1 1 I I 1 ~ 1 ° 1 E T O ~ I ~ 1 C6 A10 0.60/ 15 117 RCP 249.00 248.30 251.70 2. I S~R WA R B P AS CLEANOUTS, .ETC. AS NEEDED 70 MATCH FlNlSH GRADE. cony, NC 2751s 8.30 251.70 2.70 DI Phone: [phone]
1 ~ ~ 1 ~ ~ ~ 1 5. ALL BACKFlLL, COMPACnON, SOILS 7ESi1NG, .ETC. SHALL BE PERFORMED' BY THE OWNERS Fax: [phone]
; ~ 1 ~ ~ ~ ~ ~ ~ C8 C3 1.75% 15 40 RCP 254.40 253.70 257.40 3. IP A ~ ( ~ ~ I 1 ~ ~ ~ ~ ~ ~ ~ I 1 a7o z5z4o 3.00 DI INDEPENDENT TESTING LABORATORY. (SEE SPECIFlCAnONS FOR ADDInONAL INFORMAnON)
L ~ ~ ~ t o l l \ \ ~ ~ ~ - \ \ r:'a .3 , , , ` ' ~ C9 C5 2.35 % 15 66 RCP 254.80 253.25 256.00 1. a.z5 z5s.oo 1.zo FES 6. ALL STORM .DRAIN PIPES SHALL BE PROTECTED WITH. STONE FlLTER PROTECTION AFTER
~ ~ K 3~ I N ~ ~ .,,~yl \ \ 1 1 l 1 1 ~ \ \ O S = ~ 1 1 1 1 ~ ~ ~ 1 1 G10 C2 1.00% 15 50 RCP 254.20 253.70 25770 3. STOPPAGE OF WORK EACH DAY. SEE DETAIL ON SHEET C-702. 8.70 25770 3.50 CB
I 1 ~ l:;F \ c 7 I~ ! 1 / ~ ~ / 7. EXISTING VEGETAnON WITHIN TREE PROTECnON AREAS SHALL REMAIN UNDISTURBED UNLESS ~ t ~ ~
~ 1 I l l l 1 ~ \ \ I / / f / ~ \ 1 f l ~ l NOTED 07HERIMSE. ~~s:. ,~s::.~:~~f~~::
\ ~ ~ I R P I I// l ~ \ ~ 1 P A R I / / / / 1 1 ~ ~ / D1 D2 0.66% 15 22 RCP 252.20 252.05 255.20 3. ~ ' y> ,z.o5 255.zo 3.os ce 8. ANY AND ALL LANDSCAPING AND EXISTING .TREES & SHRUBS TO REMAIN WHICH ARE DAMAGED ;~-Y~~~;~` ~>"%R:
IYA I 3 / l I l I L °I ~ I l ~ / l l E1 E2 0.53% 15 66 RCP ; 207.00'. 206.65'. 209.70 , 2. DURING DEMOUnON OR CONSTRUCnON SHALL BE REPLACED BY 1HE CONTRACTOR UnLIZING A ~ li
\ THK- 18 / / /1 F / / / \ \ ~ / / / / E~ ~ E2 E3 0.58°! 15 77 RGP 206.55 207.00 ~ 211.75' S. ~ CLASS- B I I I I X65 zos.7o z.7o c6 LICENSED LANDSCAPE CONTRACTOR AT NO ADDInONAL COST TO THE OWNER. ~ A 00 ! 211.75 ' 5.20 ! C8 , ~~7 ^ ~5
l I l..~s / / / /Yp,R~ / / SE C- 01 r / / P Y' ~ 9. THE GRADING CONTRACTOR SHALL COMPLY W17H ALL STATE CODES IN OBSERVING EROSION "~a~ '~''6
~ :~;3;. ' I l I l / / / R \ \ ~ / o ( / 1 I I / / /e / / v v i t.,~,,,~. 2 1 / / ~ / / CONTROL MEASURES BOTH ON AND OFF-S11E. ~ ~ ~~a . % ~1s,~.;
A ~ I ~ s~, / ~ / ~ / / C v ~ I ~ / ~ / / / I I l s I ~Iv r l f0. THE GRADING CONTRACTOR SHALL MAINTAIN .ALL EROSION CONTROL DEVICES AFTER EACH
~ I I I I~ l ~ l I l \ ~ Q II ~ ~ / , / ~ 1~ I I I G I / Im I ~,Jl rl l l RAINFALL EVENT OR AS DIRECTED BY STATE AUTHORITIES OR 1HE ARCHITECT. d~ : ~y~ F .s~
I w I F E s I€ d l/ A Ip I EE I ~ I I ~ l/ / 11. 1HE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SIZE DISPOSAL OF ALL CLEARING ~
00 ~ I s. / ~ 1 I 4 I / / /s / / / AND GRADING WAS1E MATERIALS GENERATED DURING CONSTRUCnON AND FOR OBTAINING ALL APPLICABLE PERMITS FOR OFF-SITE STOCKPILES AND/OR WASTE AREAS:
~ I I l f 1 1 l / / /:;N / ~ / / ~ 12. WITHIN 1HE' SIGHT TRIANGLES SHOWN ON ]HIS PLAN, NO OBSTRUCnON BETWEEN 2 FEET AND 8
i I / ~ lF=,, / ~ , /
II / / / / ® i /l f 1 / 1 oeSTRIUCnoNS INCLUDE BUT ARE NOTNUMlTEDA 00 AANY BERME FOLIAGE, IFEN E~ALL, SIGN, OR S3P ASSOCl~4TE LT . PARKED VEHICLE REFER TO SECnON 10-2086 OF 1HE RALEIGH CITY CODE FOR ADDInONAL 434 FAYETTEVILLE STREET, SUITE 1700
.25 I / / / . / / / / . III ~ I / I L I ~ l l DETAILS.
11 I I/ / / / I I I I t~/ / ( / / ~ I / / / 13. A PORnON OF THIS SITE LIES WITHIN THE 100 YEAR FLOOD PLAIN PER FEMA MAP~+ RALEIGH, NORTH CAROLINA 27601-1701
~ i II I / , i V I I l / \ I ;:I, l I l I l l 3718300363 E, EFFECnVE MARCH 3. 1992. TEL. [phone] FAX [phone]
I I I l i t I / I I I / / III / / / / ~ i 11 I. 14. SIREAMS`HAVE BEEN: FOUND ON SITE N0 STREAMS ARE TO 8E DISTURBED DURING WWW.LS3P.COM
o I l l i / f I I ~ II s / II /c / / / \ I I / l f~ 1 1 lr / co~ISnzucnoN.
i I I t l l I . l l~- I \ I / Q / ~ I I I r~~ f l I I I III a i 15. CONS1RUCnON MANAGER !S TO AMMEND THE TOP SIX INCHES OF LAWN AREAS WITH 3° OF ~TTiuuw17j
III I /i TOPSOIL:.: IMPORT ADDf nONAL TOPSOIL AS NEEDED TO MEET THE SPEGYFlCA nONS C p~O r~i~~~~
I I I p I I ,I~ I E P I I /r~ ~ / I /,t / I l/ I PO I J I / 16. ONCE TOPSOIL IS INSTALLED ON SITE, CONTACT ARCHITECT TO SCHEDULE-AN INSPECnON BY O FESS(• l~~ OWNER AND ARCHITECT. IF TOPSOIL IS ACCEPTED, CONSTRUCnON MANAGER SHALL COORDINATE ~ ?Q~~ 0•• °9
i I i II I I / r / /f. I I r N,, . r I l WITH LANDSCAPE CONTRACTOR TO BEGIN PERMENANT SEEDING, SOD,. MULCH AND PLANnNG = S
I I s ~ / I / I ~ 6 r / I INSTALLAnONS. _ _
/ ~ / I I I II l f f I l I I ~ i / 17. CONSTRUGnON MANAGER SHALL BE RESPONSIBLE FOR KEEPING ALL EQUIPMENT do
l a I I I ~ ;II~ . / v I 1:~~ / Q I I I /I I SUBCONTRACTORS AWAY FROM SEEDED AREAS. IF DAMAGE OCCURS, THROUGH NO FAULT OF THE OWNER, .AREAS SHALL BE REGRADED AND RESEEDED IMMEDIATELY AT NO ADDInONAL COST
/ I~~~~;~ i / / ~ /l r / TO THE OWNER. ~~i N P. KEG
5 .5 / / r/~ Il o t l l / l l I 1 1 l I / ~ / / ~ 1 ~ 18. THIS WAKE COUNTY PROJECT IS EXEMPT FROM CITY OF RALEIGH STORMWAIER REGULAnONS ~77j~~i~iiii~~U~~
/o / I Q l ~ l l i I ~ l I SECnON 10-9003 (b)(8) OF RALEIGH CITY CODE STATES THAT ACIIVITES FUNDED IN WHOLE. OR fl$'~~ IN PART, BY 1HE STALE OF NOR1H CAROLINA OR THE UNITED STALES ARE EXEMPT FROM
I / / Q I ~ ~ RIPRAP APRON / / / / ~i~ / ~ / 1 L= 20 / / 1~ I i , CHAPTER: 9, "STORMWAIER CONTROL AND WATERCOURSE_BUFfER REGULAnONS".
~ I ~ 1 I / w= s / / l 19. A STREAM DETERMINAnON ISSUED BY NCDENR DIVSION OF WATER QUALITY (DWQ) DATED JUNE 3,
I l l I I , 1 ~ / / / / CLASS= 2 I~ / ~ / 2008 STATES THAT THE ONSITE STREAM FEATURE IS SUBJECT TO:NEUSE RIVER'BUFFER RULES NO IMPACT ?0 1HE .STREAM OUR ITS BUFFERS IS PERMIIED WITHOUT WRITTEN NOnFlCAnON FROM
i i ) I ::1 / SEE C-701 ......I. ~ . , _ _ _ _ NCDENR.._.._......._._... . _ . _
/ / / / / ~ / ~ ~~z~, 20. NEUSE RIVER RIPPARIAN BUFFERS ARE TO BE FlELD STAKED AT ALL nMES DURING
/ / , l .l ~ x~s coNSTRUCnoN.
z, •';.y? d IlY OF RALEIGH ~~y~ ~ i l;~s. I ~1,~:,. DB 5443 PG 37 21. ALL OFFSI)E FlLL MATERIAL TO BE APPROVED BY OWNER PRIOR TO DELIVERY.
E ~ _ / i ~ / ~ s - i II l I / v PIN 1724.19-50-5547 22. PRIOR t0 ANY 1REE DISTURBING ACn~TY n1E 1REE PROTECnON FENCING SHALL`BE`lNSTALLED,
/ / I l I I ~ ~ I / / / ff,,~, lI / I l ~ ~ a R-10, VACANT INSPECTED AND APPROVED BY CITY FORESTRY SPECIALIST, MARY ANN METCALF [phone].
/ / / l l 1,:., y l / l / / / I ~ , C S TI ESPONSIBILITY NOT . MEMBERS OF THEAMERICANINSTITUTEOFARCHITECTS
/ / / / ~ / / / / / W ~ >r / iii 11 111 l l ~ ~ 1. TREE CONSERVATION PLANS ARE TO BE FOLLOWED AND ARE 1HE CONS1RUCnON COPYRIGHT 2008 ALL RIGHTS RESERVED MANAGER'S AND LANDSCAPE CONTRACTOR'S RESPONSIBILITY THAT THE AREAS
/ / iii / l ~l ~ l l ~ / / / / R WE` D / / / / / / / Q ~ ~ / / o DESIGNATED FOR TREE CONSERVAnON ARE NOT TO BE DISTURBED IN ANY WAY PRINTED OR ELECTRONIC DRAWINGS AND
/ / l2, N14 / l l l / l ~ / 1~' ~ / ~ / / iii ~ / / / / / ~ ~ ~ Alai / / /
/ i/ ~ .N / l l I/ l l / / ETC7~0./ / / / ~ / / 2, ALL CONTRACTOR'S SHALL REFER TO THE EROSION CONTROL CONSTRUCnON DOCUMENTATION MAY NOT BE REPRODUCED SEQUENCE AND ADDI nONAt INFORMA nON ON SHEET 0401. IN ANY FORM WITHOUT WRITTEN PERMISSION
all ~ ~ l I . / / l / / ~j N / / ~I/
l 1 1 / l I / / / / i/ ~ / / / / 3. TOPSOIL-SHALL BE ACCEPTED BY 1HE OWNER BEFORE THE LANDSCAPE FROMLS3PASSOCIATESLTD. CONTRACTOR BEGINS WORK. CONSTRUCnON MANAGER SHALL CONTACT THE OWNER
/ i i// ll/ l/l/ l / l/ I / / / ~ ~i l / / ~ ~ / rn o AL IG / / OR ARCHITEEC7 FOR TOPSOIL INSPECnON. REVISIONS:
e/ / / / e e / / h/ I A 1 A Y We~ ASEMENT / / ~ / /0 / / I e / / / / / / / / / / / / / 06 26 18
e / ~ e / / / SEE E TI No. Description Date
/ / l/ i l / i e / e / / / / / / e / e ~ / S 1 E ESP NSIBILI
~i e / / I/ i / / /ol l I ~ e e/ o o r~ I I
~ e e ~ WI / / /i e / / / / / e 1. CHISEL ALL CUT GRADED OR COMPACTED AREAS TO A MINIMUM DEPTH OF 8°.
/ e / lll' 2. DISC ALL AREAS TO RECEIVE GRASS TO A MINIMUM OF 8 INCHES, MIX AND
e /e / /I al / e / / / 1 1 l~ / e /e e/ e/// / l/ I AMEND WITH 3 INCHES OF IMPORTED TOPSOIL. REFER TO SPECIFlCAnONS FOR. TOPSOIL REQUIREMENTS.
e/ ~e / 1 ~ 1 e e / / / / / ~ I CITY OF RALEIGH
/ / e / ee e e / / / / / I / rn m , / / Access e/ e e / / / / / / / / ~ ~ EASEMENT 3. REMOVE ALL LOOSE ROCK, ROOTS, ANO O1HER OBSTRUCnONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. CONSTRUCnON EQUIPMENT &
ei / / e e e / / / / / ~ z / DB 2153 P . 31 e/ e e e e l// / 1 G 9 e e ~l TRAFFlC SHALL BE REMOVED PRIOR TO SEEDING
e /i e e e / / / / /I / BM 1972 VOL N PG 200 e / / 11 e e e e / / / l 1 FROM ~ e e e ~ / / / / / I ~ ~ / ( THIS LINE TO CL OR PROJECT: 8401-074730
e e e / / / / / / / 1 - CRABTREE CREEK 1- / e / / / / 1 a _ e i / / I l 4. CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FlRM, REASONABLY UNIFORM SEEDBED IS PREPARED TO A 6 INCHES DEP1H. DATE: 05.08.09
- e e / / / it o e / / / / / / / / DRAWN BY: TN/RBT
/ / / / i / / ~ /
- ~ / / / /I Z / N TE LEE CHECKED BY: JPK
- off'! ~ - eNC~ ~ /e / I / / / 1. tOP ELEU -0F 11 IS RIM OF SURFACE INFLUENT; MH MANHOLE, SEE 'DETAIL SHEET C-704.
01 IS TOP OF GRATE; MH IS TOP OF RIM; CB CATCH BASIN, SEE DETAIL, SHEET C-702.
A ~a - ~ ~ / - - - e AND CB tS TOP OF HOOD: DI DROP INLET, SEE DETAIL SHEET C-702.
~ a X90 / e/ ~j FES FLARED END SECnON
2. REFER TO UnUTY PLAN.FOR ROOF DRAINAGE ~ Opp THROAT YARD INLET, SEE DETAIL SHEET
~ o \ \ a - - -40--Ef 7Y-BFF~RAtE~ / e I ( \ ~ ~ ~ ~ - _.SANIT.SR X--SE-N!€~ -EASEMEN~j / e A / Inv=179.34' LA 7ERAL PIPES C- 705.
3. ALL DOWNSTREAM OUTLET STRUCTURES SHALL BE ~ DRAIN. SEE DETAIL SHEET C-704.
CONCRETE FLARED END SECnONS {FES) UNLESS CO CLEAN OUT. SEE DETAIL, SHEET C-704.
OTHERWISE NOTED. A~ p STRUCTURE ID. NO.
- \ T-18 ~ \ 1
GRAPHIC SCALE %me mwo LIZ
\ \ \ \ e ~1 40 0 w 40 ao 180
\ \ \ \ mom=
\ \ ~ _t~~*MA~91.i-PAUIS rRs~ s ~ ~ ~8 \ ( IN FEET) SOLUTIONS THROUGH LISTENING
\ \ \ I -49- 4 E~ 0&~ 1 inch = 40 ft
SERVICE BY DESIGN
1 2 3 4 5 CONSTRUCTION DOCUMENTS

LEGEND. aka COf
. , GRAVEL`CONSTR. ENTRANCE TEMP. DIVERSION DITCH / BERM ' { SEE DETAIL SHEET C-701. SEE DETAIL SHEET C-701. efal Health
. r~. , TEMPORARY SILT FENCE
V SEE DETAIL SHEET C-701' ®nflnUU 1
TEMP. INLET PROTECTION DEVICE EXISTING CONTOUR Q SEE DETAIL SHEET C-702. al ~i e
,~_,...i FlNISHED CONTOUR ~i G~i ~i ® REINFORCED SILT FENCE OUTLET ac'1?fy
SEE DETAIL SHEET C-701. _ ; ; TEMPORARY CONTOUR - - ~ PERMANENT ouTLET PROTECTIoN 300 Merrell Drive
- _ - ° - - - - E+ l'~ ` (TEMP. GRADES DURING CONSTR.)
~.r, SEE DETAIL SHEET C-701.
- -ORAI?~z~KN4~E6_B9SUsl _ ,EMP. CHECK DAM Raleigh, NC 27610
_-220--~--~ °/,--"~;1,----- ---225-~~-5- J;--' / / ~ DRAINAGE °~iQ,AC / / " ~ a.~? SEE DETAIL SHEET C- 702. / /
/ - - - - ° ~ - , ° ° - - - BEID ARF.AA: ° 4.00 AC _ ~ ' / NSF ~ / ° - - - ° ° ° RI -1~3TA T ~iMi~D L'AR~RSNIP" - `e / ` V01-."REQ:~~ "~-3200~ -e / ~ ° / - / / / / , .r _ ~ ~ TEMP. ROCK PILE INLET PR01EC110N
BRIAN\\CENTER OF f~AL~I H, 1 C. LL L ° - - - _ , --Q ~ - - _ - ° ~ - - - SURFACE~REA' 3~~SF ° ~ - / i / / ~ ® ® SEE DETAIL SHEET C-701. _ /
0 M~ARI~! A F~ CARE EF' ° - ° / D@- X746 G-~9B5 ~ _ _ _ . ~ \ ~ Z--- - _ _ _ / ° ~ ° ,---P ~ ~ ° ° 30 IMM~R BAR~EI~CEV: 233.0 - - - ~ - ~ ~ \ B 19 ~ 1 - - - ° - ~ 1324.1 --40~2b"45~ 2 N~IIR--EtEV~~" ° - X35-88'- _ ~ ~ = - - _ ~ 7' _~7=
d i i ~ ~ ~ \ ~ `e ~ ~ - 225 i ° ° , - : - ~ _ - - _ _ ~ ~ ~ I PIN 2418- 7 .~6' ° ° ° ~ A NTS` = - - - - _ _ ~E~E1~ 23T.00-' / ~ _ - - - - - ° ° - ~ ' TEMR CHANNEL LINING
V L - _ _ - - OTT f.LEV' - ~3E5- u1 ~ ~ i I I 1111 o&I vac N ~ - _ - ors I ~ ~ _ _ - ` ~-~~---j ~ ~ SEE DETAIL SHEET C-70L ice,«..,, ~ii,<
I I I \ - ~ - _ _ - SKIMMER DIA: I I III 111111 ~ \ e ~ . _ _ v
i II,II I I I I ~ ~ ~ \ ° ° ° - s. 1 I I I ~ Itl ~ ' I .1® - ~ -"_L~ - - ~ / 230 ~ ° ° s ~ - - . ~aY ~y~~:s',s. ~ _ ~A - - - _ _ - / \ ( \
I I ~ ~ 1 ~I III l~. / s :sac _ ~%h>:f;:;2:: - _ _ _ _ - _ -
pl 1 I' lit 1 I ~ / ,~.r.~ _ _ - - ° - - - ° _ - I i ill I 1 l ~ ~ ~ ~ ~ 1 1 ° ~ 2;~; / ,~~~~:.,nz• - _ _ :z~:~-:. -
I I nl 11 I V ul i ~ ~ I~ ~ ~ 1 ~ ~
I / 111 I+I _ GENE /~L N S
f 1 1 ° \ \ 1 I I \ { i ,.,kx: - - - 755-3 _ - \ \ \ 1. ALL CONSTRUCTION SHALL BE tN STRICT ACCORDANEE WITH ALL CITY OF
:~:,,-s ~ \ \ \ \ RALEIGH AND NCDOT STANDARDS AND SPECIFlCATiONS ~ \ \ \ ~ THE CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL CODES IN
111 ~ ~,r. I I p l ~ ~ ~R \ \ \ ~ +~x~,<~';~ ° \ OBSERVING EROSION CONTROL MEASURES BOTH ON AND OFF SITE ALL
II I I 111`1! I \ / III ! I~ I III I I I ° tI 1111 ! I\ I I V I I I £~s;rs,£ \ M OFF-SITE SOIL BORROW AND WASTE SITES SHALL $E PROPERLY PERMITTED FOR DESIGI~i
y I ~ ~ I III \ - ~ ~ \ \ p~ ~ SUCH ACTIVITIES. cui oeerQr,. Pa
I~ III / ~ I II ~ ~ I l l ,4~' x I f I s:1 ° \ I ~I I I I I I~ ~ ~ ~ ° _ _ / / \ \ \ 3 THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AFTER goo R~enoy Forest or. \ \ \ ~ ~ EACH RAINFALL EVENT OR AS DIRECTED BY LOCAL AUTHORITIES OR ARCHITECT. sutra 120
I I I \ III I I~I / _ \ I I ~ 11 I ~ - ~ I Cary, NC 27518 t ( 4. TOTAL DISTURBED AREA: 10.15 ACRES. Phone: [phone]
\ \ \ \ Fax: [phone]
If I ~ ~ III I l l i l v 4o e ~ ~ 5. ALL OPEN STORM. PIPES SHALL BE PROTECTED WITH STONE FlLTER PROTECTION AFTER -WORK STOPPAGE EACH DAY. SEE DETAIL SHEET C-702.
\ \ 6. .ALL STORM DRAINAGE PIPES SHALL BE THOROUGHLY FLUSHED OF ALL
I I i r NI I _ / \ \ \ \ \ \ \ SEDIMENT FOLLOWING SITE STABILIZAAON. INTERIOR FLUSHING OF SYSTEM SHALL
III ! II I I I ~ ~ - \ \ BE PERFORMED AS,N~EDED TO MAINTAIN PROPER FUNCTIONING OF THE ~ \ \ \ \ ~ DRAINAGE SYSTEM. ~~4L ~x~" s~fN{~
III I I V 1 \ ° AREA S G-ARE I I II ~ ~ I I ~ L ~ \ s t, quo
1I I II `I I I ~ ~ - - - I II ~ I I I ~ \ I I III ~ ~ ~ / v A - 0 \ \ ~x ~,gT~gL S~0(\ \ 7. THE INDICATED STAGING AREA IS INTENDED FOR VEHICLES AND NON-ERODIBLE '~'~~s~x;~~~iy~sz~ s ~ MAlER1ALS ONLY. NO SOIL, SAND OR OTHER ERODIBLE, FINE GRAINED ~y, }6~'£~~~~~£tiy~~
I I II I~ OC III I ~ ~ ~I A / --.i - - ° - _ ~ - \ \ ~PILE~AREA\ ~x, Kf y \ \ ~ \ ~ MATERIAL .SHALL BE STORED OUTSIDE OF 1HE LIMITS OF THE SITE PROTECTED ~
III ~ I I V III ~I \ r - \ II I I I ~ . + . - ~ ~ BY SEDIMENT AND EROSION CONTROL DEVICES AND. MEASURES. ~ ~t:
~ I~ \ \ ~ ~ \ \ ~ \ 8. SOIL AND OTHER MATERIALS SHALL ONLY BE TEMPORARILY STOCKPILED WITHIN ~ ~ ~
I!I 0 ~ I` III / ° \ \ / ° ° \ ~ II ~ f vv ~ / \ V A / ° v V A \ \ \ \ \ THE CONSTRUCTION LIMITS- PROTECTED BY SEDIMENT AND EROSION CONTROL. r~~rr ~ ~ „ fir,
II I ~ ~ 250- ° dEVICES AND MEASURES STOCKPILES SHALL BE STABILIZED AS REQUIRED AND ~'~531l3;y ~~~~'+~£"''~y \ \ \ \ \ AS INDICATED IN THE SLOPE & SURFACE STABILIZATION NOTES THIS SHEET. x~~lY~~~
k ~ 1 ° / - I I it l 0 I \ I II I I ~ / s \ \ \ ~ / - cr / - - ~ ip Y1ntRh, RY
~ \ ~ ~ 1 9. NITHIN THE SIGHT TRIANGLES SHOWN ON THIS PLAN, NO OBSTRUCTION BETWEEN 2 FEET AND 8 FEET IN .HEIGHT ABOVE THE CURB LINE ELEVATION SHALL BE
~ LOCATED IN WHOLE OR PART OBSTRUCTIONS INCLUDE BUT ARE NOT LIMITED TO
I 00 I/ I\ III z \ \ \ \ J \ l / a l.~ I \ - ~ ~ \ \ \ \ \ ANY BERM, FOLIAGE, FENCE, WALL, SIGN, OR PARKED VEHICLE REFER TO
I ~ / - Q Z ~r A / - ~ r- / SECTION' 10-2086 OF THE RALEIGH CITY CODE FOR ADDITIONAL DETAILS. ~s °~-c y-
II ~ I I I I 1 w p \ ~ / \ / / \ \ 10. CONSTRUCTION MANAGER. IS TO AMEND THE TOP SIX INCHES OF LAWN ~ P ~ Ci e c r °
I I cn . FF~ 25`x.00 \ I \ \ ~ AREAS WITH 3" OF TOPSOIL IMPORT ADDITIONAL TOPSOIL AS NEEDED 434 FAYETTEV?LLE STREET, SUITE 1700
I I III ~ o z :;r ; - \ \ \ \ \ a / » HD E~SEE\ I\ I I/ ° ~ \ FO MEET THE SPECIFlCAI)ONS RALEIGH, NORTH CAROLINA 27601.1701 \ ID f ~E \ \ a \ \ 11, ONCE TOPSOIL IS INSTALLED ON SITE, CONTACT ARCHITECT TO SCHEDULE TEL. [phone] FAX [phone]
I ~ II I I I I ° \ \ ~ / / / / / \ \ D ! SHED \ I / \ / ~ / / \ ~ I :~a::;>a>,. N ,.:a~<<~,9~ae,:s:;~ut: I I - CS" • \ , \ J/ , 255 / / \ C-70
I{III I z \ / " \ AN-.INSPECTION BY OWNER AND ARCHITECT. IF TOPSOIL.. IS ACCEPTED,.
111 ° it I I I / ~ ; ' • - \ \ \ ~ ~ ~ / / \ \ \ \ ~ CONSTRUC110N MANAGER SHALL COORDINATE WITH LANDSCAPE CONTRACTOR WWW.LS3P.COM \ \ TO BEGIN PERMENENT SEEDING, SOD, MULCH AND PLANTING
I ~ ° A ~ alJ \ ° - \ \ ~ \ \ \ \ INSTALLATIONS. ~~~~~~`,,u~~A~'t~~~~%i
I,I III ~ • • • o / \ ~ \ \ \ ~ ~ ~ i 12. CONSTRUCTION MANAGER SHALL BE RESPONSIBLE FOR. KEEPING ALL ~E~~
\ 1 ~ , I ~ EQUIPMENT & SUBCONTRACTORS AWAY FROM SEEDED AREAS. IF DAMAGE ; ~.~0 ;9
260 °~II / ~ > ' _ - _ \ \ \ - ° - / \ ~ I ~ I OCCURSr THROUGH NO FAULT OF THE OWNER, AREAS SHALL BE REGRADED AND RESEEDED IMMEDIATELY AT NO ADDITIONAL COST TO THE OWNER. _ S
~I I~ ~r • • \ V ~ / Ih~. ~ / / ~A / /A~®
\ \ o ~ \ / / 13. SEE SHEET 0402 FOR CONSTRUCTION SEQUENCE AND ADDiONAL EROSION ° : I N I ~ I CONTROL NOTES : v t °
'%9 oNG I,NE~ ~~a,.~'
I I \ \ J I ~ I I ~ MAI NTE ANCE P. KE~',~~~''
- ° ~ ~ 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE s~8~o~
~I / I IVY ~ ` I \ \ °,-FI:E-254 Q9. / / / / ~ CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY / / / ~ ~ RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE
265 f ,"'rx;, - ~ 1 \ l / / / ° / ° / i / / / / EVERY WEEK. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY. i ~ / / / / TO MAINTAIN ALL MEASURES AS DESIGNED.
I I sA ~ \ r ; - '53 / / / / / ~ 2. PERFORM REGULAR SAMPLING AND QUALITATIVE OBSERVATIONS OF
~ ~ ~ / 253 / / I \ I :,r / ~ ( ~ _ . . ~ _ ~ w..., v._ __.25.5,. ~ / / / / / / 1_.__ / . . w ..a.. ..S.TORMWA..TER..AL,9LL..DISCHARGE~POtNTS..~_DOCUMEN.T~ALL .
l ~I,~,~ I t i ~ f I~~~~~ ~sK~ ,l ~ ~ / / ? ~ ~ ? ~ / 252" / / / / ~ SAMPLING AND OBSERVATIONS. SEE SPECIFICAAONS (02220) ~5~ / j j / / FOR FURTHER DETAILS
I :E r I II I I/ ~ / • / / - ~j' 3. REMOVE SEDIMENT FROM SEDIMENT TRAPS AND BASINS WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FlLLED.
B I~ / \ • / ( ° I \ i I i ~R:Y:$: i{',:&'.s,:Si%y?i s2~js / I 1 I • / / / / ~ CLEAN OR REPLACE GRAVEL FlLTER WHEN THE SEDIMENT POOL
I I,1 I I I I 112: / ~ ~ ~ ® / / 250 / ~I" J ~ ~ ' ' / ° /j / , / NO LONGER DRAINS PROPERLY.
III ° ~ III / / / / ~ r ~ / 5 / r- ~ / ~ / 4. REMOVE SEDIMENT FROM BEHIND SILT FENCE WHEN DEPTH REACHES
I (!°i I I I!: % ~.F.~ a;sl®~!"4::~Y`2,s,.n::zc`fx?s'~? ~ »Fjf 4,'J / / / 3,.s ~ ~ ` \ III I I ~r I~/ / ~~/~j N 1 ® - s / / / j / 6-INCHES AT THE FENCE REPAIR SILT FENCE AS NECESSARY TO MEMBERS of THEAMERICAN 1NSrerurE oFaRCH1TECTs / / / MAINTAIN A BARRIER.
II III / / ~ / / / / ~ 5. ALL SEEDED AREAS SHALL BE FERTILIZED, RE-SEEDED AS COPYRIGHT 2008 ALL RIGHTS RESERVED
/ ~,R / NECESSARY, AND MULCHED ACCORDING TO PROJECT SPECS / / / / ~ PRINTED OR ELECTRONIC DRAWINGS AND
O I;II I is I II^' ~ / - / is L?V / II ~ I v / / - I loll l / \ ° '~a I I / _ / i TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE GROWTH. /
I I~,~II / I A I ~l I I I I / I III I \ _ . MP ~ aaE - / _ .2,:x. ' / / / / / ~ 6. MAINTAIN TREE PROTECTION FENCING THROUGHOUT DURATION OF DOCUMENTATION MAY NOT BE REPRODUCED y<. / / ~ / / j CONSTRUC110N.
~ ~ I I I / I ~~~F~, I ~ ~ - ~R - - ~,r. - - ~ / P R I ~°h:^. T,X:~A ~ ~ ~ ~ ~ 2? ~2 o.?;:',ii,i~tr,;:; / M ~ Pf R 1N ANY FORM WITHOUT WRITTEN PERMISSION
y u III ~ ~ ~ \<'e \ / e~~i - '~VI ~ / - / I I ~'s ~ ~ ~ ~ ~ ~ ~ ~ / ~ - - - ° ° - ET9CIL SFfE 1YHE/ / j~~ FROMLS3PASSOCIATESLTD. ~ E.>~14 SFEF~T / ~ SL E S ILIAION
ICI I/ v I I I x l I l ~ I I" I \ I I I / ~ ' ~ ~ ~ I / r' ; ° ,--,..J - ° _---240------ ~ ~ 4 ~ ~ /i i / ~ j ~ REVISIONS:
~ / ~~i / DURING ALL. PHASES OF CONSTRUC1i0N, GROUNDCOVER OR OTHER. ~ ij ~ i ~ i / / DEVICES OR STRUCTURES SUFF7CtENT TO RESTRAIN EROSION SHALL No. Description Date
r / A / I ~ 1 / / ~ - / . III III l l l 11 l I l _ _ ° i o ~ / i /i,/ / j/ BE PROVIDED ON ALL DISTURBED AREAS NITHIN f5 WORKING DAYS
: I III ~ ~ ~ ~ ~ Y~~ ~ / / I / ~ ~ ~ / ~ / °°2.1YA / / ~///i/ ? OR 2i CALENDAR DAYS (WHICHEVER PERIOD IS SHORTER) FOLLOWING
I ~ / l l ~ ~ ~ ~ ~ , 235 ° / I I/ / I V I a'~ I A_ / ~ ~ ~ , ~ ~ I _ - Ml2 D R A~ / 1.8sYA , ° / i Ids'; I e2: 2 efl;£?R: '~D2 x<.a( ~a ~ / / I I / f` / Imo.-~JI l ~'~l%~ ~ ' / % / i ~ i i~~i / / ~ A TEMPORARY OR PERMANENT STOPPAGE OF GRADING WORK IN A j ~ j /ice ~ % SPECIFIC AREA. TEMPORARY SEED IMMEDIATELY ALL DISTURBED
kE 11 III _L ,h..,. / / ~ 26 s ' / / / ~ / / ° j %~~~/~i ~ / AREAS WHERE GRADING AC11Vi11ES HAVE STOPPED AND WILL NOT
j e !s/ ~ ~ / CONANUE FOR MORE THAN 15-DAYS
I G:. '~'1 ~ ECE ~ 4~• / ° 230-- / j ~ j j j i ~ ~ % FlNAL PERMANENT GROUNDCOVFR OR OTHER SURFACE STABIUZA110N
~ / / o ? ~j ? / ~ SUFFlGENT TO RESTRAIN EROSION SHALL BE PROVIDED ON ALL / r j / / / ' ~i DISTURBED AREAS WITHIN 15 WORKING DAYS OR 21 CALENDAR DAYS
~ / j / / i ~i / / / (WHICHEVER PERIOD IS SHORTER) FOLLOWING COMPLETION OF ALL
/ / '~2? _ _ 225 / / / ~ / / / / i / CONSTRUCTION ON THE PROJECT. r , j/ice i'
/j ~ i° THE ABOVE REQUIREMENTS ARE THE MINIMUM NECESSARY TO MEET PROJECT: 8401-074730
w / ~ 1 / / ~ _ _ / ~ ~ ~!o / / ~ / EROSION AND SEDIMENT CONTROL REGULA i10NS THE CONTRACT ~ - ; - - - DOCUMENTS INCLUDE ADDI iIONAL SEEDING AND STABIUZA TION DATE: 05A8.09 REQUIREMENTS AND SCHEDULES WHICH MAY EXCEED THOSE ABOVE.
~%%~i' DRAWN BY: TN/RB7
7Sr I ROAD ~ / o / ~ ~ ~ ~ / / O / / / ' ' ~ _ - ` SLOPE EROSION CONTROL MATTING SHALL BE INSTALLED FOR
S1 ~ ~ / / bf~9Xf,~-~~`F~L`~i.--e TEMPORARY STABILIZA710N DURING THE ESTABLISHMENT OF CHECKED BY: JPK
I / / / ?d9' ~ _ ~ VEGETATIVE COVER DN ALL STEEP SLOPES (8: f OR STEEPER). ' -_i- REFER TO SPECIfICA110N SECTION 02220 FOR MATERIAL
~ / / / / o / / _ ' j~i%.== SPECIFICAAONS. INSTALL MATTING PER MANUFACTURER'S INSTRUCTIONS
/ / / / G ~ ~ 2175 / //Q/ / - -
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:~:~x,~~ , / / / / / / / ~ A vvv ~ v~ _-vv v vvv~vvv v vvv ~ ° e`er
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KZ~E ICAy MU Z)r4,tfALlK'-,. NI-F MICAL'PRSERVIMS\
T S V( S MEDICAL P SERVI RO R ° s o HARR t~ X76 \ \ s De c`4 2 ?RRtS \ \ \ \ \ 40 0 20 40 80 160 x a _
I\r i DB 314 PG 976 \ \ \ ,\,A' \ \ \ \ \ \ \ \ S ' \ \ \ \ \ \PIN 172 -49-14 1 \ \ ° pg'9244 I I PIN 1723.06-39-7526 'Pl
\ \ \ \ - ° ° L >t ° / \ , I \ \ OO~a1~2 AC T \ \ \ \ \ \ \ \ \ \ ° ` _ PaN'. Q $3484.,, Q 17 0&1-2 VACANT \ \ &7~ , AY \ 306 IN FEET , SOLUTIONS THROUGH LISTENING
1 inch = 40 ft
SERVICE BY DESIGN
1 2 3 4 5 CONSTRUCTION DOCUMENTS

LEE
60' ake Onty
Ly - - . ~ GRAVEL CONSTR. ENTRANCE TEMP. DIVERSION DITCH / BERM en tal Health
Z; oC 3 i. INSTALL TREE PROTECTION FENCING ' SEE DETAIL SHEET C-701. SEE DETAIL SHEET C-701.
® iii ~ ~ ~ I ~ 05 ~ 'x 2. OBTAIN APPROVED PLAN AND APPROVAL PLACARD. A C( ACARD. A COPY OF THE EEPD~ETA?L SHEETEC C Ot. 'n
~ 2 v c: APPROVED PLAN MUST BE ON FILE AT THE JOB SITE N( JOB SITE NOTIFY EROSION o®®i TEMP. INLET PROTEC710N DEVICE On~I? 1UUn1
V Wm/19 NF I : I NI ~ ~ / CONTROL AUTHORITIES OF PROPOSED STARTING DATE OF F" 1 o l . n. I 1NG DATE OF ,LAND DISTURBING, SEE- DETAIL SHEET C-702. - ~ , - EXISTING CONTOUR Q ~+Q
I, pC ' BRADLEY PARK CONDOS ACTIVITIES. I ~ W b I DB 4179 PG 469 FlNISHED CONTOUR al ~i erVIC
I ~ ' I ~ ~ ~ 3. CONDUCT PRE-CONSTRUCTION CONFERENCE _ 11 I 1/ I V PIN# 1724.18-40-7629
_ _ - ~ III ~ 0&I-1 CONDOMINIUMS _ _ _ _ _ _ _ ~ N 4. INSTALL CONSTRUC1i0N ENTRANCE, PERIMETER SILT FENCE SEE DETA~ SHEET CNC OUTLET ER SILT FENCES, SEDIMENT TRAPS, TEMPORARY CONTOUR Facility
~ , --~l~~a i I I - - - - - - ° ` ~ I i ~ ~I I AND INLET PROTECTION DEVICES ON EKISTiNG INLETS INS'. G INLETS INSTALL DIVERSION DITCHE ~,,s PERMANENT OUTLET PROTECTION (TEMP. GRADES DURING CONSTR.)
fN I I N I I / TO DIRECT SURFACE RUN-OFF TO TEMPORARY TRAPS AN[ 4Y TRAPS AND BASINS SEED AND sEE DETAIL sHEEr c-7o1. 300 Merrell Drive
I u I T TRAP AND DIA \ i 1 I I MULCH DISTURBED SURFACES OF SEDIMEN _e / ~ \ / l ~ AS NECESSARY FOR INSTALLAI)ON OF TEMPORARY DEVICE TRAP AND DIVERSIONS CLEAR -ONLY TEMP. CHECK DAM Rat@igh, C 27610 ORARY DEVICES SEE. DETAIL SHEET c-~o2.
~ I I I s TBM ~2
/ ~ ~ I I + I I ® / I 1 ` I y NAIL SET _e / ~ • , '~,t ® ~ p 5. AS SITE GRADING PROGRESSES STORMDRAiN SYSTEM WITH SYSTEM WITH SPECIFIED INLET AND TEMP. ROCK PiLE INLET PROTECTION
~ / / / ~ L I / , I IN BASE OF 18 PINE OUTLET PROTECTION SHOULD BE INSTALLED PRIOR TO THE I ~ ~ .4 ® , I l ~ . - PRIOR TO THE DISTURBANCE OF THE ® ® SEE DETAR SHEET C-70i.
,,,Z _ I _ _ _ - - ) ,e , I t ELEV - X211.20 RESPECTIVE ATTRIBUTING DRAINAGE AREA. INSTALL AND ~ • t _ - / 1 _ 1 _I_ ~ NAD DITCHES CHECK DAMS AND ALL INLET AND OUTLET PROTi INSTALL AND MAINTAIN DIVERSION OUTLET PROTECTION UNTIL FiNAL ~ ; TEMP. CHANNEL UNtNG
_ _ ~ ~ / t--~ PROPOSED SLOPE EASEMENT / - - - - - - / :3. I GRADING AND STORMWATER SYSTEM IS COMPLETED.
` SEE DETAIL SHEET C-701: y HHA..,.
/ ~y f'' / l I 1 F N TALLED DEVi ES. / 45 P 107 / / / / . d, 6. CALL FOR NSPECTiON 0 ! S C / DB 1,8 , I
o / 95 G 123 / / / • / BM (19 ~ ( _ ~ - _ F. _ , • ,i , / / ~ I 7. PERFORM CLEARING OPERA TiONS.
~ \ ~ -I- - - - ~ - - - ~ ~ I I ' ~ ~ / / 8. STRIP TOPSOIL, STOCKPILE TOPSOIL WITHIN CONSTRUCTION \ \ \ I 1 ~ ~ I ~ONSTRUCTiON LIMITS.
\ \ \ \ ~ I I I ~ ~ _ MAINTAIN ALL INSTALLED MEASURES. 1 I h. ti: y
\ I r I lir~ R a ~ \ \ I I i I I I ~r r , ~ ~ ~ 9. BEGIN ROUGH GRADING OPERA TiONS. \ I I t, ~ ~
v v I i l I~ , 1~ ~ ~ ~ \ J I f~•:" f ~ , , AT THE END OF EACH DAY INSTALL AND ADJUST DIVERSI DJUST DIVERSION DITCHES AND 1. ALL CONSTRUCTION SHALL 8E IN STRICT ACCORDANCE WITH ALL CITY` OF
~ ®rti ~ \ I / ~ ~ ~ , ~ , ~ TEMPORARY SLOPE DRAINS AT THE EDGE OF THE FlLL SL( \ 25 ST~'EE P O C 1VEI YA D I THE FlLL SLOPES TO CONTINUE TO RALEIGH AND NCDOT STANDARDS AND SPECIFlCAiIONS
\ \ I \ I I ~ ~ ~ ~ ~ DiRECT RUN-OFF TO TEMPORARY TRAPS AND BASINS. I I I I I I I i ~ 1 N F 'D BASINS. 2• THE CONTRACTOR SHALL COMPLY WITH ALL STATE .AND LOCAL CODES IN
\ I 1 1 / I 1 1 ~1 1 ~1 \ I I I I I I t 11, INSTALL STORM DRAINAGE SYSTEM AS GRADING OPERAT10i \ i i I I , C TY OF RALEIGH ~?NG OPERATIONS PROGRESS INSTALL OBSERVING EROSION CONTROL MEASURES BOTH ON AND OFF SITE. ALL
I I 1 I \ I I I I ~ ~ ` INLET AND OUTLET PROTEC110N DEVICES AT NEW STRUCTI \ i I I I I I I i I ~ ~ 1 64 PG 47 NEW STRUCTURES AS THEY ARE OFF-.SITE SOIL BORROW AND WASTE SIZES SHALL 8E PROPERLY PERMIIIED FOR ESI
I _ I i ,y v ~ s, ,f,~ ~ , , ~ ~ CONSTRUCTED. PROTECT ALL OPEN STORM DRAIN LINES ~ n ;,n~s.~, ,zit, ~ ~ I I 1 5 G 59 "'tea&a, ,.i s~.~~m~<. DRAIN LINES UNDER CONSTRUCTION sUCH AcTLV111ES )RK EACH DAY OR ONSET OF RAIN. 3. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AFTER cry ~9n• PA
~,<<:~ W~~:, ~ ~ I I ~ ~ WITH STONE FlLl'ER AFTER STOPPAGE OF WORK EACH DA1 ' ~ , , 1 7 4, 8 ,8465 i I I I i I ( SEE DETAIL SHEET C-701 FOR INLET PROTECTION AND Sh ~ ~ 1 CT10N AND SHEET C-702 FOR STONE EACH RAINFALL EVENT OR AS DIRECTED BY LOCAL AUTHORITIES OR ARCHITECT. 'eoo Regency Fomet SuRe 120
l1 \ i ~ ~1 A A ~ FILTER PROTEC110N FOR PIPES UNDER CONSTRUCTION DE1 o I I I ~ EVEL I S AS E~1T ~TRUCTiON DETAIL. 4. TOTAL DISTURBED AREA: 10.15 ACRES Cary, NC 27518 Phone: 918.319.671 B
C I I ~ ~ PR E E 1 E DR IN 2 ~ ~ I ~ ~ 12. NKE'~ Fox: 919.319.7516 ;TiON BLANKETS AND 5. ALL OPEN STORM PIPES SHALL BE PROTECTED WiTH STONE FlL1ER PROTECTION
\ ~ I I i \ ETA L r ~ ~ ~ ~ RESPREAD TOPSOIL, INSTALL SLOPE PROTECTION BLA \ ~ 2 HD~'E ~SE ~ ~ ~ I 1 \ I 7~1. ~ VEGETATE STEEP SLOPES AS THEY ARE ESTABLISHED. TABLISHED. AFTER :WORK STOPPAGE EACH DAY. SEE. DETAIL SHEET C-702.
\ \ TENT l 1~~ 1 \ ~ 1 1\ o ~1~ 1 1 C 7 \ fir, ~ ~ ~ ~ ~ I / GRADE VEGETATE AND INSTALL TEMPORARY LININGS OF i I' LININGS OF CHANNELS 6. ALL STORM DRAINAGE PIPES SHALL BE THOROUGHLY FLUSHED OF ALL
\ I I I N ~ I AFTER STABILIZING UPSTREAM SLOPES \ ~ i I ~ ~ ~ SEDIMENT FOLLOWING SITE STABIUZA110N. INTERIOR FLUSHING OF SYSTEM SHALL
\ \ I i I~ ~ S ~ I \ \ 1 D ~E\ I / ~ ~ ~ ~ \ ~ ~ I I I~ l ~ A p l BE PERFORMED AS NEEDED TO MAINTAIN PROPER FUNCTIONING OF THE ~ DRAINAGE .SYSTEM. ~ s~~ ~s~~g~~ ; AVEMENT, BUILDING PAD, ~ s
\ D Ai S \ I i I i S / ~ / 14. VEGETATE (OR OTHERWISE STABILIZE WITH PAVEMENT, BUI \ I 1 1 l I ]S- 4 i I ~ ~K / ETC. IMMEDIATELY ALL DISTURBED AREAS WHERE GRADIN WHERE GRADING ACTIVITIES ~~~~~~4
\ { \ I l l,."/ l l I l / / HAVE STOPPED AND WILL NOT CONTINUE FOR MORE THAP ~ I / / S'FOCK\ \ I ~ i lI )R MORE THAN 15-DAYS' 7. THE INDICATED STAGING AREA IS INTENDED FOR VEHICLES AND NON-ERODIBLE ~ 9f ~ MATERIALS ONLY. ' NO SOIL, SAND OR OTHER ERODIBLE, FlNE GRAINED ~ 6, 5a ~ t
\ / ~ / / REA \ P IYA I / / / / / 15. MAINTAIN ALL EROSION do SEDIMENT CONTROL MEASURES \ \ o I ~ / / / / OL MEASURES THROUGHOUT MAIERIAI SHALL BE STORED OUTSIDE OF THE LIMITS OF THE SITE PROTECTED ssy" ~ v~ '
~ / / F / / / / coNSTRUCr~oN. \ \ \ / / / / ~ETB ~ BY SEDIMENT AND EROSION. CONTROL DEVICES AND MEASURES ~R~~ ?~r i ~~%f
l / / / / /Y R ~ / \ V l / I , A ~ 16. CALL FOR INSPECTION OF STABILIZED SITE IF APPROVEL \ ~ ~f~:~~ l 1// l l l R IF APPROVED, REMOVE SEDIMENT 8. SOIL AND OTHER MATERIALS SHALL ONLY BE TEMPORARILY STOCKPILED WITHIN ~~t `~~~y~~~~;
\ \ .n / / / / / 0 ~ / ~ ~ FROM BASINS AND GRADE TO FINISH CONTOURS. CLOSE I \ V I ~ : ) I ; / / /Q / / )URS. CLOSE VALVE OF WET 7HE CONSTRUCTION LIMITS PROTECTED BY SEDIMENT AND EROSION CONTROL ~t y ~y ~ u fj~
\ ) I / / / R / DETENTION POND OUTLET STRUCTURE AND REMOVE SKIMh I I I ~ I r~::: I l l l ~ NT ~ I I / / ~ / / SLOPES OF DISTURBED AREAS SURROUNDING ALL DETE REMOVE SKIMMER. SEED AND -MULCH DEVICES AND MEASURES. STOCKPILES SHALL BE STABILIZED AS REQUIRED .AND ~~~fr~ti~~~ ~'f G ALL DETENTION PONDS AS INDICATED IN THE SLOPE & SURFACE. STABIUZAIiON NOTES. THIS SHEET. ~ ~ ,~SSS~f~x~r,~ srff~~,~~~s ~~~a~
\ I <y ~ ~ E l l III I I / ~ L 1 I li 1 1 l l L/ / / l
I I I ~ / y:. d 17. REMOVE TEMPORARY TRAPS AND BASINS, REGRADE TO E, I I I _ l y/ l l 1 i I ~ I I/ ~ ) I / 3~ / / ~ / / / INSTALL CHANNEt AND SLOPE PROTECTION BLANKETS. ,EGRADE TO EXISTING/FiNISH GRADE, 9. WITHIN THE SIGHT TRIANGLES SHOWN ON THIS PLAN, NO OBSTRUCTION BETWEEN ~h~~, BLANKETS. 2 FEET AND 8 FEET IN HEIGHT ABOVE THE CURB LINE fLEVA710N SHALL BE
~ / / \ ~ I I I I I I I I ~ li . r-: ~ 1 1 LOCATED iN WHOLE OR PART. OBSTRUCTIONS INCLUDE BUT ARE NOT UNITED 70
~ ~ o /t,/ 2;~ / CALL FOR INSPECTION OF STABILIZED SITE. IF APPROVED ~ ) o / / / 18. 1 ) I l l / l~ ~ l/ l l ~ / / TEMPORARY EROSION & SEDIMENT CONTROL MEASURES. IF APPROVED, REMOVE REMAINING ANY BERM; FOUAG~ FENCE, WALL, SIGN, OR PARKED VEHICLE REFER TO MEASURES. SECTION 10-2086 OF THE RALEIGH CITY CODE FOR ADDITIONAL DETAILS
z I / / / / / / ~ ~ , i
~ ~ ~ / / / 19. RESPREAD TOPSOIL, INSTALL SLOPE PR01EC110N BLANKET III / ~ / ' / / 1 / i ~ l ~ ~ I l ~ ININ ! REED AREAS. / / ~ / / / _ REMA G D STU !110N BLANKETS AND VEGETATE 10. CONSTRUCTION MANAGER IS TO AMEND THE TOP SIX INCHES OF LAWN L 3 ASS I Tl~ T
/ / / ~ / / / l l i Ill l ~ i n-~~~= I I/ / I/ / Q l l ~ l AREAS 'WITH 3" OF TOPSOIL. IMPORT ADDITIONAL TOPSOIL AS NEEDED TO-MEET THE SPECIFlCATIONS. 434 FAYETTEViLLE STREET, SUITE 1700
l /ryl l ~ ~ /l / / / . RALEIGH, NORTH CAROLINA 27601-1701
~ I / \ I / L ~ l l \ ~ I l ~ l I/ / 11. ONCE TOPSOIL tS INSTALLED: ON SITE,, CONTACT ARCHITECT lO SCHEDULE TEL. [phone] FAX [phone]
~ I ~ I I I / / III I I / 1. TREE CONSERVAl10N PLANS ARE r0 BE FOLLOWED AND ARE iHf AN INSPECTION BY OWNER AND ARCHITECT. IF TOPSOIL IS ACCEPTED, WWVILLS3P.COM :D AND ARE THE GENERAL CONSTRUCTION MANAGER SHALL COORDINATE WITH LANDSCAPE CONTRACTOR
O ( I ~ ~ / / / / / / CONTRACTOR S AND LANDSCAPE CONTRACTOR S RESPONSIBiUTY RESPONSIBILITY THAT THE AREAS TO BEGIN PERMENENT SEEDING, SOD, MULCH AND PLANANG
\ ~ ~ ~ ~ ~ ~ ~ ~ / 1,3~"i` / / / DESIGNATED FOR TREE CONSERVATION ARE NOT r0 BE OISTURBE ~ / \ ~ ~ I t~ / Q \ ~ ~ ~ ~ / / Q / TO BE DISTURBED IN ANY WAY. INSTALLATIONS \~~~~~iuiur~~~~~
I ~ ~ ~ ~ ~ ~ ~ ~ / TEMPORARY SKIMMER BASIN 1 111 ~ / ~ I ~ i ~ / / / / . LAND i ~ ~ / / / / 2. TOPSOIL SHALL BE ACCEPTED BY THE OWNER BEFORE THE 12. CONSTRUCTION MANAGER SHALL BE RESPONSIBLE FOR KEEPING ALL ~AR~(/ ;FORE THE LANDSCAPE ~ ~ •
I I i ~ ( ~ ( ~ ~ ~ / / ~ / /w DRAINAGE AREA: 8.60 AC I I I ~ ~ ~ I I l CONTRACTOR BEGINS WORK. CONSTRUCTION MANAGER SHALL Cf I ~ ~ ( / / J / / / ~ DISTURBED ARE 8.30 AC VAGER SHALL CONTACT THE OWNER EQUIPMENT & SUBCONTRACTORS AWAY FROM SEEDED-AREAS IF OHMAGE \~~.~~°~~~ESS/Q° °~9''~
/ / x~ / / i I ~ ~ ~ ~ ~ ~ / OR ARCHITECT FOR TOPSOIL INSPECTION. / / / / / / VOL REO: 14940 CF I i ~ / / OCCURS, THROUGH NO FAULT OF THE OWNER, AREAS SHALL BE REGRADED ~ Q S AND RESEEDED IMMEDIATELY AT NO ADDITIONAL COST TO THE OWNER.
I I ~ / ~ ~ ~ / SURFACE AREA: 15745 SF I ~ ~ ~ zx l l/ I I I ~ ~ ~;r~/ / / 13. SEE SHEET C402 FOR CONSTRUCTION SEQUENCE AND ADDAONAL EROSION =
I I ~ I° / SKIMMER BARREL ELEV.• 203.0 I I I I I y / / / / ;,f/ d / I I I ~ I / ~ WEIR ELE~ 208.0 I I ~ ~ / / / CONTROL NOTES
o I I I / ~ / / / ~ ~ I ~ ~ E / / Q EMBANKM NT ELEN 210.0 --,~9 ' . G I yE,. ~0~,
I I <r l l BOTTOM LEN 207.0 i I I / / ~ l ~~~I / / / I h / / / / SKIMMER DIA: 3.0
I I ~ / o / p I / / o / / / ORIFlCE DIA: 2.5 I / / / s / I / 6T ANCE ''~%,,°,N P. KE~~~~
l l e (I I / II Q / / / / I / 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE fl $/D~ CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
i / / / i I / II i ~ / 1 ~ l l RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE
I ~ I ll ~ I / ~ i I ~ . / / ~ TO MAINTAIN ALL MEASURES AS DESIGNED.
/ . i I i / l l ~k~. I / / ~ .~.1 ~ E EVERY WEEK. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY 2. PERFORM REGULAR SAMPLING AND QUAUTA7IVE OBSERVATIONS OF
/ ) / 1 ~ . , _ STORMWATER AT ALL t)13CHARGE _.FLAN7JNG-RATE._~ _ DOCUMENT ALL
/ / l / / / / / ~ '~5~:;:3~> AUG 15 APR 15 3 WAY TALL FESCUE BLEND AND 70 LB; SAMPLING AND OBSERVAiIONS. SEE SPECIFICATIONS (02220) ~ _ _ _ . iD 70 LBS/ACRE FOR FURTHER DETAILS
/ / i / I ~ N/F 25 LBS/ACRE 3 REMOVE SEDIMENT FROM SEDIMENT TRAPS AND BASINS YYHEN
/ / ~ l ~ l l l I f~ CITY OF RALEIGH WINTER RYE (GRAIN) 25 LB; / / =s / ~ / ~ STORAGE CAPACITY HAS BEEN APPROXIMATELY 50~ FlLLED.
/ r ~ l l ~ A~;~s , DB 5443 PG 37 / /w.,. I / ~ / ~.3,<. ~ APR 15 -AUG 15 3-WAY TALL FESCUE BLEND AND 120 LE ~ ~ ~ PIN 1724.19-5D-5547 ID 120 LBS ACRE CLEAN OR REPLACE GRAVEL FlL1ER WHEN 7HE SEDIMENT POOL. / NO LONGER DRAINS PROPERLY.
/ / ~ X~~;~~: / / / / / ~ Q GERMAN MiLLEt / l ll / l l i l R-1o, vACANT 25 LB, 25 LBS/ACRE
~~f~. / / / / / / / i / / / / / / / / / / ~ OR SUDANGRASS 30 LB, 30 LBS/ACRE 4. REMOVE SEDIMENT FROM BEHIND SiLT FENCE WHEN DEPTH REACHES 6-INCHES AT THE FENCE REPAIR SILT FENCE AS NECESSARY TO MEMeERSOfryenMER?caMlNSnruTEOfARCHlrecrs
/ / ' ~ / / / / / ~ ~ (SMALL-STEMMED VAR.) / / / / / / / / / / / / 4r ~ MAINTAIN A BARRIER
/ / / w / ~ ~ / / / / / ~ 'ro 5. ALL SEEDED AREAS SHALL BE FERTILIZED, RE-SEEDED AS COPYRIGHT 2008 ALL RIGHTS RESERVED
/ L ~I / / / / / / / / / / CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE I / / /Hr~JFi~ / / / / / / / / / / Q / / / / / / / / / o ADDI110NAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEG A1)ON SERVICE FOR NECESSARY, AND MULCHED ACCORDING TO PROJECT SPECS !ATiVES FOR VEGETATION OF TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE GROWTH. PRINTED OR ELECTRONIC DRAWINGS AND
/ r~l r/ / / / / ~ / / / / ~ / / / / / / / / / / / o v DENUDED AREAS. 1HE ABOVE VEGETATION RATES ARE THOSE WHICH !E THOSE WHICH DO WELL 6. MAINTAIN TREE PROTECTION FENCING THROUGHOUT DURATION OF DOCUMENTATION MAY NOT BE REPRODUCED
/ / / C,~7 4 / / / / / / \ / / / / / / I / / / ~ U R L AL ON 1 ON • OTHER SEEDING RATE OMBINAAONS ARE / / / / / / / / / / I / / NDE OC C DTI S, C / / / / / / / ~ i A8INAAONS ARE POSSIBLE CONSTRUCTION. IN ANY FORM WITHOUT WRI TTEN PERMISSION
/ / / //o/ / ~ / /
/ / / / / / ~ / / ~i / / / / / / / / / / / / / / / / ~ TEMPORARY -RESEED ACCORDING TO OPAMUM SEASON FOR DESI / / / / I/ /I / / / / ~ / PERMANENT vEGETA7)oN. DD NOT ALLOW TEMPORARY COVER r0 GRO / / / I / :ASON FOR DESIRED CI E 'e ~A'~''~p l FROM LS3P ASSOCIATES LTD. COVER TO GROW OVER JL L I tl
/ / / / l l I ~ ~ l 4/0 TTY O AL IG 12 IN HEIGHT BEFORE MOWING, OTHERWISE FESCUE MAYBE SHADED / / LAY BE SHADED OUL DURING ALL PHASES OF CONSTRUC710N, GROUNOCOVER OR OTHER REVISIONS:
e/ / / / / / ~ / e/ / / / h l I A 1 A Y WE EASEMENT / / ~ / / /o / / I e i / / / DB :2 18 DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION SHALL No. Description Date
8E PROVIDED ON ALL DISTURBED AREAS WIiHiN 15 WORKING DAYS
/ / /e / I / I / / / i e / / / / / / / i / e / / ~ / OR 21'CALENOAR DAYS (WHICHEVER PERIOD IS SHORTER). FOLLOWING A TEMPORARY OR PERMANENT STOPPAGE OF.GRADING WORK iN A
~i e / / I/ SPECIFIC AREA. TEMPORARY SEED IMMEDIATELY ALL DISTURBED.
e o o ~ / / e e / /tip/ ~WI / / i/ e / / / / / AREAS WHERE GRADING AC71VlTIES HAVE STOPPED AND MLL NOT. CONi1NUE FOR MORE THAN 15-DAYS.
/ f / e e / I I I ~ W e / e e / l i l i
e /e ~ /I ~I / e / / I I l~ / e / /e e ~ / / / I I FlNAL PERMANENT GROUNDCOVER OR OTHER SURFACE STABILIZATION
e / / 1 ~ ~ e e / / / / / / / ~ I CITY OF RALE(GN SUFFCIENT TO RESTRAIN EROSION SHALL BE PROVIDED ON ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 21 CALENDAR DAYS
~ / e / ee /e i / / / / I / rn m / / Access Ea e / / / / / / / / / ~ ~ I SEMENT (WHICHEVER PERIOD IS SHORTER) FOLLOWING COMPLETION OF ALL
/i / ~ / / e / / / / / ~ z / DB 2153 PG. 319 e / e ee / / / l / I ~ e e / e / / / / / / /i / BM 1972 voL I1 Pc 2oD CONSTRUC710N ON THE PROJECT.
SKI / / / / II / e e e e / / I I I FRO ~ e e e ~ / / / / / / I a ~ / ( M THIS LINE TO CL OR THE ABOVE REQUIREMENTS ARE 7HE MINIMUM NECESSARY TO MEET PROJECT: 8401-074730 EROSION AND SEDIMENT CONTROL REGULATIONS. THE CONTRACT
e e e / / / / / / I - ~ CRABTREE CREEK / e / / / / / ~ cr DOCUMENTS INCLUDE ADDITIONAL SEEDING AND STABIUZA710N DATE: 05.08.09
- - e / / / / I I o REQUIREMENTS AND SCHEDULES WHICH MAY EXCEED THOSE ABOVE.
/ / / / I / / i l DRAWN BY: TN/RB7 SLOPE EROSION CONTROL MATTING SHAU_ BE INSTALLED FOR
~ /i / / / / 1 ~ l TEMPORARY STABIUZAiION DURING THE ESTABLISHMENT OF CHECKED BY: JPK VEGETATIVE COVER ON ALL STEEP SLOPES (6:1 OR STEEPER).
~ OD E / / I / - ~ -i I / REFER TO SPECIFlCA710N SECTION 02220 FOR MATERIAL
SPECIFICATIONS. INSTALL MATflNG PER MANUFACTURER'S INSTRUCTIONS
~ ~ o ~ ~ i _ -40=EF~Y-@F~TiAt"EiGH e / / ~ ~a ~ -_SAN1Tl~RY-S€W€1~fA3EMEiV ~ / / ~ ~ / T
\ - - --DB-1~?69- ~PG- t8" i ~ v E
mac. \ = ~ ~ ~ s~ I N
VA\ VA \ t-185~v \
GRAPHIC SCALE q too MW4 uz
40 0 20 40 80 lw
jj~ mm~ i I
\ \ \ \ \ F \ \J \ \ \ \ \ \
\ \ H ~Otv4Q 9b. PA XS TR( ST€ S \ \ Ig \ D~.S ANT \ ( IN FEET) SOLUTIONS THROUGH LISTENING
\ \ \ i ~-4~ 4, \NE6t 0& -2- 1 inch = 40 !t.
SERVICE BY DESIGN
1 2 3 4 5 CONSTRUCTION DOCUMENTS

uT'u LEcE ® Public ak
~ ExisnNG PROPOSED
OVERHEAD ELEC E---- Water Distribution /Extension System ental ealh
UNDERGROUND ELEC _ - UE- _ = _ The City of Raleigh consents to the connection and extension of the City's GAS _ _ G _ public water system as shown on this plan. The material and consauction ~ p~ f
SANITARY SEWER SS- - methods used for this project shall conform to the standazds and specifications ®n tIn l./ 1
of the City's Public Utilities Handbook. TELEPHONE T ~+Q Q .fie ~a
UNDERGROUND TELE ---UT---- City ofRateigh al ~i ~i Ili a7
WATER W---- Public Utilities DepartmentFermit# ~ .
STAND PiPE SUPPLY ----SP---- aIII _ _ _ _ _ - - - - ' FIRE PROTECTION ----FP---- Authorizationto Construct
_ ~ nl FORCE MAIN ----FM---- 3OO Merrell DCiVe
Date FlBER OP11C ----FO---- FO-
ROOF DRAIN ---RD---- RD- Raleigh, iVC 27610
E - E - - ` - E - - - E ®STORM DRAIN _ _ = _
D ~ - N/F E E LIGHT POLE # LP Private
ro PP RIPLE~ I10N~ML~€B-P#R~TI~EFt3pIP- BRIAN CENTER OF RALEIGH, (NC. - - UTILITY POLE ~ PP WaterDistribution /Extension System
D C 0 MAR ER HEALTH _CAR~ T X~EP--T: - - - E - E DB 6746 PG 905 - ~ - ~'p LP E - - - E - DB 3192 PG 854 PiN# 1724,18-40-2645 - _ _ _ _ _ _ _ _ _ _ _ _ - - _ - -a-= = _ MANHOLE OMH
~ --rn ~ PIN 172418-30- 7536 0&I- i APARTMENTS - - - - - - - - - - - - - - - II fl I Ill i l # ~ _ _ - ` ` - _ - _ CO The City of Raleigh consents to the,connection to it's public water system CLEAN OUT op p and extension of the private water distribution system as shown on this plan.
NI 11 ~ IIIII 0&I-1, VACANT DI, CB The material and constructions methods used for this project shall conform ~~~n y DROP INLET,CATCH BASIN ~ to the standards and specificationsofThe City's Public Utilities Handbook.
i ' NI VI I, INII _ III II 'Irn IN III -
~ I ~ ` - - - - - - - BACK I I N I III I~ INII - - ~ IDE YARD SET NI II ~ ~ IN ~ 5 S FlRE HYDRANT ~ City of Raleigh
III ' E YARD SETBACK NI II IN l 5 S1D _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ " WATER VALVE Public Utilities.DepaztmentPermTt #
ill II l III III - ~ I { 1I NI tl I I III , i CONC THRUST BLOCKING ~ Authorization to Construct
I 111 II ~ { I ~ II i III l -r I
I Illl tlm 1 III I I III II ~ i I I III I _ SANITARY- SEWER S1RUCIURE LD. Date ~ ,-i a s ,
I i NI III III I i---- I II lil II ~l p II I
IINI III I III 1 I) I I I I I III II p II I ILI TES
IIII III I I I - PROTECTIVE YARD I I I I III - .TYPE 8 TRANSITIONAL 1. ALL CONSTRUC110N SHALL BE IN STRICT ACCORDANCE WITH ALL CITY OF RALEIGH AND NCDOT STANDARDS AND
I III I I AREA 2 30 IIIII Ipl I I ~ I~ I I III I SPECIFlCATIONS.
IIIII pl I ill I I - - 2: INSTALL WAIERMAINS WITH A COVER OF NO LESS THAN 4-FT. INSTALL WATER SERVICES WITH NO LESS 1HAN 18-IN OF ~~IG~
I I I I i L PROTECTIVE YARD IIIII III I RANSITIONA I I pl I Ip I I AREA 3-60' TYPE B T `COVER TO SUBGRADE. cCN ~g"• PA 400 Regency Foroet Dr.
~ I II I ~ II i I III I I ~ I WV I 3. INSTALL SEWER MAINS WITH A COVER OF NO LESS THAN 3-FT TO FlNISHED GRADE UNLESS DUCTILE IRON PIPE IS USED. sure 120 Cary, NC 27518 INSTALL SEWER SERVICES WITH NO LESS THAN 18-IN OF COVER TO SUBGRADE Phone: [phone]
NI ~ ® all I Q Q Q I III ~ II I III FIRE LANE 4. INSTALL ALL' U1)UT1ES' TO PROVIDE REQUIRED CLEARANCES AS INDICATED IN THE SPECIFlCAl10NS. Foxy 919.319.7516
L I I GRASS PAVERS I III ~ I I I IN f I III I II I ~ I I I I N Iq SS C
I Q I I I N C A4 SS R" ~tP $ 5: WATERLINES AND SEWER MAINS SHALL BE INSTALLED WITH A MINIMUM HORIZONTAL CLEARANCE OF 10-FT.
i 90 ~ - YPE 8 TRANSITIONAL PROTECTIVE YARD Q III "o I Ip I I AREA 1-80 T 6. WATER AND SEWER. MAINS SHALL BE INSTALLED WITH A MINIMUM VER1?CAL CLEARANCE OF 12-IN 10 S70RM DRAINAGE
I ~ A B B N sp I II! I I I ~ 6 N 8" PIPES 7. COORDINATE AND SCHEDULE INSTALLATION OF ALL UTiU11ES IMTH 01HER PRIME CONTRACTORS, UTILITY COMPANIES AND 2„~~ J~~~
I II I III III U I Ilm I I ' B B I III ~ I III a O1HER TRADES INCLUDING BUT NOT LIMITED T0: NATURAL GAS, ELECTRICITY, TELEPHONE AND CATV. ~T~
p I ~ I III I III N III ~I IIIII ` I III N I l it III o 4 8. VERIFY EXiS11NG CONDITIONS AND CONNECTIONS TO EXISTING U71UilES PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT IF
I plot II P I 111111 D N 4 ANY OISCREPANCIES'ARE DISCOVERED. F~ ~~fr~~~`
lu ~ ~ III II I I D _ I III N I III I FD ~ a 9. CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES DURING CONSTRUCTION AND SHALL MAKE REPAIRS AT NO EXPENSE TO rv ~ts'y 1HE OWNER. ,~~f
III I I IIII I ~ I S N I I I cc I III III ~ 9 yjY~~i 10. ALL CONSTRUC110N SHALL COMPLY WiTH ALL APPLICABLE NCSBC ANO OSHA REQUIREMENTS. ~3~I i5 y -
III Q I IIII 0 I I IIIII ~ i1: THE CONTRACtOR,SHALL PROVIDE AN AS-BUILT SURVEY, OF ALL UTILITY AND STORM DRAINAGE IMPROVEMENiS FOLLOWING ~'~„`~C~h~~k
C I III oC N I I IIIII UT UT V' II I CONSTRUCTION. - ~~~~N~,~a~,R ~z t€~~~~~z~~~
I ~ I III I J BpXS' I II I IN III $ p $ 12. CONTRACTOR SHALL PHASE OEMOU1101d AND NEW CONSiRUCilON TO ENSURE UNINTERRUPTED ACCESS AND UTILITY SERVICE ~xa^ a~~,~a~a~~~~
~ I II I O ( I IIII I o DIP C ~ J III p ~ l ~ C A6 A5 B I 0 III, nl III Q TO ADJACENT FACILITIES COORDINATE SHORT-TERM; OFF-HQUR, TEMPORARY SHUT- bOWNS N?1H THE OWNER. y~ h,~ ~
I 4 1 ill oC I I I IIIII ',P 55 w 13: SEE: GENERAL NOTES ON EXISTING CONDI110NS AND DEMOLITION PLAN FOR .REQUIREMENTS FOR, REMOVAL AND PATCHING OF
'O m I III 111 W e 0 I III I p I III ICII Q ~A ~ 8 F- PAVEMENT FOR U11LIlY INSTALLA110N. 14. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS AND SPECIFlCATIONS
~ I III ~ I x Z III HI U ~ l../~~ - ~ I II _
,III 2 I, (I IIIII ~ ~ s s° I FD BUILDING I III II I II I ~ ~ D F J H 15.,~LL ROOF DRAINS SHALL BE 8" PVC (SCH 40) ®1.04X MIN. SLOPE UNLESS INDICATED OTHERWISE. USE DUC1lLE IRON L 3P ASS CI TES L . - WHEN COVER IS LESS THAN 24-IN.
I IIII II I I I I w O _ J a I I INII cn ~ FFE-258.00 " o I III N I INII o ~ e Q 16. ALL SANITARY SEWER SERVICES SHALL BE 6" DIP ®1.04X MIN. SLOPE UNLESS INDICATED 01HERWISE 434 FAYETTEVILLE STREET, SUITE 1700
MH III II I I I INII ~ ~ I I a 17. WITHIN THE SIGHT TRIANGLES SHOWN ON THIS PLAN, NO OBSTRUCTION BETWEEN 2 FEET AND $ FEET IN HEIGHT ABOVE RALEIGH, NORTH CAROLINA 27601-1701
_ I III N I INII Q R J 8 DIP t~ A RIM-257.77 III II ~ I ~ ~ ®o Q p p ~ ~ I III O THE CURB:UNE ELEVATION SHALL BE LOCATED. IN WHOLE OR PART. OBSTRUCTIONS-INCLUDE BUT ARE NOT.UMITED TO TEL. [phone] .FAX [phone]
INV IN=254,59 III p I I~ ~ Z 8 XS ~ w I 1111 I 2 ANY BERM, 'FOLIAGE, 'FENCE, WALL, SiGN, OR PARKED VEHICLE REFER iO SECTION 10-2086 OF THE RALEIGH CITY CODE WWW LS3P.COM FOR ADDIiIONAL DETAILS.
INV OUT=254.57 I III I I I p ~ ~ B F/ II • • • s ~ R I IU I I III ~ . +G'QgSF I I IIq ~ o Z QQ FF S p~F
I If l ~ I I I I ~ IIIII q I , f o ~S ~S) \\\`tlU tl ll t ttttr~
N II „I ~ I I I JI I ~ o 0 0 0 I I II, I II(I I R uT ~~i TES CARp~/
N III FF I IIII . I III I IIII I w , ;~~0: ~FESSIp ?9~~, oA FIRE HYDRANT ASSEMBLY, .SEE DETAIL P TELECOMMUNICAiION PULL BOX, SEE ELECTRICAL - ~ Q~ S
II II II I I i III ~ I ~ IIII I II VALVE, SEE DETAIL SHEET C-703 PLAN FOR DETAILS -
a THRUST BLOCKING TYP, SEE DETAIL SI1E UGHi1NG SHOWN FOR COORDINATION, SEE
~~I I II I~ N I I I I w SHEET C-703 Q PROGRESS ENERGY SITE UGHi1NG PLAN.
~ II I E D F I I N ~ I . ~ ~ SANITARY SEWER MANHOLE, SEE %v9 ~ ~ NE~`~°° DETAIL SHEET C-704. ~R MECHANICAL EQUIPMENT, TRANSFORMER AND ~C.~~
I Ili I EE ~ II
I III i I I M S III S.A.U. O EXTEND SERVICE TO WITHIN 5'-0' OF PG~NNRATOR, SEE ELECTRICAL AND MECHANICAL //~i~~NtP,IIK~`,~\\~ .BUILDING WALL. REFER TO PLUMBING
I II i I 4 Q PLANS FOR EXACT LOCAl10N AND POWER SERVICE TO BUILDING,. SEE ELECTRICAL f~8~09 INVERT ELEVAl10NS. PLAN.
II NI ~ ~ BUILDING IN I I Q I III I ~ FFE=254.00 of EXTEND WATER MAIN TO 12-IN ABOVE 1RAFFlC SIGNAL POLES SEE SIGNAL PLANS
II I I I ) BB II I F C FlNISH FLOOR FOR FlRE PROTEC110N TRAFFC SIGNAL CABINET. SEE SIGNAL PLANS
I I III I ~ C 0 I III I s"XS FH A BB CONNECTION,. SEE DETAIL SHEET C-704. U
u I I I Y I B. _ _ _ _ _ _ p . _ p.. _ _ _ ~..._._.w, _ _ .~J STANDARD CLEANOUT, SEE DETAIL SHEET V TRAFFIC SIGNAL CONSTRUCTION AND MAINZ
i N I I TEE' _ _ . I ~ I . I i~ U U UE UE UE M ° ° C704. PROVIDE PRECAST DONUTS FOR ALL STANDARD CLEANOUTS W NATURAL GAS METER. SEE MECHANICAL PLANS
u~ I Q G Q 8" PVC ROOF DRAIN. SEE PLUMBING PLAN FOR DETAILS
I III I II GW I ~ R N I DIP W ~ w FOR INVERT ELEVATION AT BUILDING. ~X 8" TO 6° DIP REDUCER.
g I N I H FP FP FP FP R nIP $ 4.I I III I IIIII 8 DIP U E OH 16"X8" AND 16"X 6" TAPPING SLEEVE,
I I I ~ F ~ I III IIIII Z VALVE ASSEMBLY ANO BLOCKING, SEE DETAIL Y CONTRACTOR TO COORDINATE WIiH LOCAL GAS DETAIL SHEET C-703 COMPANY FOR SERVICE TO TAP i0 GAS MAIN
NI i IIIII ~ UE- G _ G G p p I ,I ~ s I p p 8X8 I it IpI K X B p p X4 J TEE B X EE IN SUNNYBROOK ROAD.
I / I III xs B TEE I III I - I ~I FlRE DEPARTMENT CONNEC110N, SEE MEMBERS OF THEAMERICANtNSTBTUTEOFARCHfTECTS DETAIL SHEET C-704. Z NATURAL GAS SERVICE TO 9UILDlNG SEE
I IIII / I IIIII TEE INII spxs A MECHANICAL PLANS COPYRIGHT 2008 ALL RIGHTS RESERVED
RIM=269.64' i III I IIIII lEE B NI / I III . II ~ J~ GATE VALVE AND VALVE 80X, SEE DETAIL CONDUITS FROM CAU TELECOM ROOM TO PRINTED OR ELECTRONIC DRAWINGS AND SHEET C-703 ENTRANCE SIGN AT SUNNYBROOK ROAD. SEE
I III I 4 DIP 8"DIP I III W IIIII B I I w
MN I it I I 1 II I I I III III 8" DOUBLE DETECTOR CHECK VALVE ELECTRICAL PLAN. DOCUMENTATION MAY NOT BE REPRODUCED OASSEMBLY (DDCV) WITHIN HEATED B PRIMARY POWER FEED PROVIDED BY PROGRESS INANYFORM WITHOUT WRITTEN PERMISSION
RIM=270.82' III I IIII I - I I III III ENCLOSURE, SEE DETAIL SHEET C-704. ENERGY.
INV IN-262.59' I III I II I I / I MODEL 450DA BY WILKENS. FROM LS3P ASSOCIATES LTD. CC CONDUIT FROM CAU TELECOM ROOM TO EACH
INV OUT=262.53 I III I III III ~ i III ®L POST INDICATOR` VALVE W/ TAMPER PEDISTAC MOUNTED SECURITY TELEPHONE. SEE REVISPONS: SWITCH, SEE SPECIFlCATIONS ELECTRICAL PLAN.
I ~'ul n I I I 4".DOMESTIC<WATER METER AND VAULT, D PEDISTAL MOUNTED SECURITY TELEPHONE. SEE No. Description Date
I II I ~ I IIII I I I II IIII I ..SEE DETAIC SHEET C-704. ELECTRICAL DRAWING FOR DETAIL..
N I IN I II IN e' n1 .BLOVhOFF ASSEMBLY, SEE DETAIL EE DOMESTIC BACKFLOW DEVICE INSIDE THE BUILDING
i I I IIII T I SHEET C-703. SEE PLUMBING PLANS
I ~I III 0 I .N I-- C TELECOMMUNICA1101d DUCT BANK SHOWN FOR. FF CONDUIT FROM DEMARCATION .POINT TO LIGHTED COORDINATION. SEE'OETAIL SHEET C7.5. BOLLARDS. SEE ELECTRICAL PLAN.
i ~ IINI ~ _ ~ ~ ~ J~
I~I II , E i NI -I U GG CONDUIT FROM DEMARCATION POINT TO FLAGPOLE UPUGHTS. SEE ELECTRICAL PLAN
LP Gw PP UE UE
__J 1 FH_ _ ~i GAS ~ ~ ATTENTION CONTRACTORS Private
T ~ TES I I
WIRE~S~ I 3 ~ G S ~_.1_ WV w ~ W L ~ ~ \ S0, PROJECT: 8401-074730 The Consruction Contractor responsible for the extension of water, Sewer Collection /Extension System
_ / I Nf W I * \ OSE sewer andlor reuse,as approved in these plans, is responsible for contactiuR DATE: 05.08.09
R the Public Utilities Department at (919) 85~-4540 at least TheCiry of Raleigh consents to the connection to it's public sewer system ~ twenty fora hours prior to beginning any of their construction. and extension of the private sewer collection system as shown on this plan. DRAWN BY: TN / RBT
FALSTAFF ~ BUFF ER ROAD I I ~ The material and constructions methods used for this project shall conform
I ~ v APPROXIMATE APPROXIMATE 100 YEAR ~ to the standards and specifications of the City's Public Utilities Handbook. CHECKED BY: JPK FLOOD ZONE (ZONE AE) Failure to notify the City Department in advance of beginning
4"GAS GTS ~ I FLDOD ZONE I ~ ~ ~ construction, will result in the issuance of monetary fines ,and CityofRaleigh
~ GV ( ~ i~ ~ I ~60' TYPE D TRANSITIONAL PROTECTIVE YAR require reinstallation of any water or sewer facilities not inspected as Public Utilities Department Permit # ~ROTECTI VE YARD ~ ~ ~ ~ result of this notification failure.
Id W \T~OF Authorization to Constuct
I I ~ WM I v ~ egNK III - Q Q Failtue to call for Inspection, Install a Downstream Plug, have
~ ct T m ~ I I N ~ -il I w ~ - ~ Permitted Plans on the Jobsite , or any other Violation of City of Raleigh Date TIL I
I II \ I I VIII ~ ~ IIII I I O I I o ~ Standards will result in a Fine and Possible Exclusion from future work in the Ciry of Raleigh, pC /0 p ~
9 v ~ ~!h I Q O
M I N I / I I N I / ~
I ~ IINI ~ o ~ z
IINI . I + ° ®E ~ PP -
PP IIIII I ( - -----E
I III n ,I ,i I ~ clnc vn on rrr~...~, E F C S r- _ i
I IIII ~ - - - - - - - -
IIII i N/F j--- E--- GRAPHIC SCALE - - - - CO
I IIII WAKE MEDICAL /
IIII I PROPERTY SERVICES WAKE MEDICAL PROPERTY SERVICES WAKE MEDICAL PROPERTY SERVICES N/F N~ III N DB 8314 PG 976 J.B. HARRISON PROPERTIES, LLC N/F _ 40 0 20 40 80 160
III I DB 8314 PG 976 DB 7922 PG 412 J.,B. HARRISON 1 I IIII 1 PIN# 1723.06-39-7526 PIN# 1723.06-39-9536 PIN# 1723.06-49-1451 DB 8529 PG 1693 DB 9242 PG 56 l.,B. HARRISON PROPERTIES, LLC q DB 9242 PG 562, USE: OFFICE
Li I I I P1N# 1723.06-49-3484 i 0&1-2, VACANT 0&1-2, VACANT 0&1-2, DAY CARE 0&I-2, OFFICE PIN# 1723.06-49-5, 1723.06-49-5494, ZONED 0&1-2 ( IN FEET) x SOLUTIONS THROUGH LISTENING
1 1 inch = 40 ft.
SERVICE BY DESIGN
1 2 3 4 5 CONSTRUCTION DOCUMENTS

UTILITY LECE Public ake of
60'
4,~ EX?snNG
2 OC 3 OVERHEAD ELEC E---- Water Distribution/ExtensionSystem ental al
® , „ ~ ~ ~ ATTENTION CONTRACTORS III ACTORS UNDERGROUND ELEC - - - - UE- - - - The City of Raleigh consents to the connection and extension of the City's r , GAS G public water system as shown on this plan: The material and construction ®n ~'n ~ U
I I VI J ~ IV 181 tjm IV N F SANITARY SEWER ----SS---- methods used for thisprojectshallconformtothestandazdsandspecifications of the City's Public Utilities Handbook:
181 ~ ~ / he extension ofwater, iELEPHONE T ' /
I V I a III BRADLEY PARK CONDOS The Construction Contractor responsible for the extension of wa1 OC ___.J I ~ W I d DB 4179 PG 469 sewer and/or reuse,as approved in these plans, is responsible for c is responsible forcon~ UNDERGROUND ISLE ----U7---- City ofRateigh Care Serf/Tees
N I I ~ ~ ~ V the Public Utilities Department at [phone] at least _ _ ~ , PIN# 1724.18-40-7629 twenty fourhours prior to beginning any of their construction. {540 at least WATER W---- Public Utilities DepartmentPennit#
_ _ _ _ _ _ _ - - - - - ~i I I ~ ~ q 0&I -1 CONDOMINIUMS eirconstruction. STAND PIPE SUPPLY ----SP---- FaCllfty FlRE'PROlEC110N ----FP---- Authorization to Construct ,J
_ _ V I ~ V Failure to notify the City Department in advance of beginning
~ I V I lp~y V ranceofbeginning FORCE MAIN ----FM---- Date 30® M21T"e'I ®I"fVG tetaryfines ,and FlBER OP11C ----FO----
I I I ~ - E PP construction, will result m the issuance of monetary fines ,and PP - - -1-~ ~ require reinstallation of any water or sewer facilities not inspectec ilitiesnotinspectedas ROOF GRAIN ----RD--=- Raleigh, l.i 27V
PP E 1 IV E - - ~ - _ J TBM #2 result of this notification failure. STORM DRAIN = _ _ _
p _ ~ J____ NAIL SET UGHT POLE LP PP PTlvate
~ IN BASE OF 18" PINE Failure to call for Inspection, Install a DownsUeam Plug, have ream Plug, have U11UTY POLE: ~ 'iolation of City of Raleigh MH WaterDistnbution/Extension System
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ELEV = 211.20' Permitted Plans on the Jobsite , or any other Violation of City of = = - ° ~ - _ _ _ _ _ _ - - - (HAD 83) Standards will result in a Fine and Possible Exclusion from futw _ - _ _ ° _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - ° PROPOSED SLOPE EASEMENT in the City ofRaleigh. rclusion from future work MANHOLE The City of Raleigh consents to the connection to it's public water system
- ~ CLEAN OUT oQ CO 0 and extension of the private water distribution system as shown on this plan. ~~/~/~~~~~~/~~~~y~
The material and constructions methods used for this project shall conform DROP INLET, CA TCH BASIN ~ Dl, CB to the standards and specifications of the City's Public Utilities Handbook. ~~~~~//l/%/,~i~H,A,.,
DB 1845 PG 107 p w FlRE HYDRANT ~ ~
o BM 1995 PG 1235 City of Raleigh
- X WATER VALVE Public Utilities Department Permit #
Public CONC THRUST BLOCKING , Authorization to Construct
Water Distribution /Extension System rn System SANITARY SEWER. S1RUCIURE LD. Al Date $i
25' STREET PROTECTIVE YARD The City of Raleigh consents to the connection and extension of the Cis d extension of the City's UTi~~TYNOTES
0~ public water system as shown on this plan. The material and constructi~ 0 N/F methods used for this project shall conform to the standards and specifi aterial and construction standards and specifications
of the City's Public Utilities Handbook. CITY OF RALEIGH 1. ALL CONSIRUC110N SMALL BE IN SIRICT,A000RDANCE WITH ALL GTY OF RALEIGH AND NCDOT STANDARDS AND
DB 1264 PG 247 sPECiFlCAnoNS. E51GN
City of Raleigh BM 1958 PG 59 Public Utilities Deparhnent Permit # 2..lNSTALL WAIERMAINS WITH A -COVER OF NO LESS THAN 4-FT. INSTALL WATER SERVICES WI1H NO LESS THAN 18-IN OF COVER TO' SUBGRAOE CLH Deatgn, PA
PIN# 1724.18-40-8465 400 Regency Fomet Dr
\ A R-10, VACANT Authorization to Construct 3 INSTALL SEWER MAINS WIiH A COVER OF NO LESS THAN 3-F7 TO FlNISHED GRADE UNLESS DUCTILE IRON PIPE IS USED. Suk® t2o INSTALL SEWER. SERVICES Wi1H NO LESS THAN 18-1N OF COVER TO SUBGRADE cary, NC a7sis Phone: [phone]
STORMWATER BMP EASEMENT 1 Date 4. INSTALL ALL` U1IUiiES' TO PROVIDE REQUIRED- CLEARANCES AS INDICATED IN THE SPECIFlCA110NS Fox: 919.319.7516
0. 5: WATERLINES AND SEWER MAINS SHALL BE INSTALLED WITH A MINIMUM HORIZONTAL CLEARANCE OF 10-FT.
~ \ / SSMH $ 8" DIP \Q RIM=185..46'
/ 6:WATER AND; SEWER MA1NS-SHALL BE INSTALLED W?TH A MINIMUM VERTICAL CLEARANCE OF 12-1N 70 STORM DRAINAGE .,PIPES.
3 \ / s s, 0 / T'° r 7. COORDINATE AND SCHEDULE INSTALLATION OF ALL UTiUT1E$ WITH OTHER PRIME CONTRACTORS, U11UTY COMPANIES AND ~~~N~G~~~W ~y
l l \RD SETS SSMH Bq e / / / CK RIM=194.82' Private OTHER 1RADES INCLUDING BUT NOT UMJTED TO: NATURAL GAS ELECTRICITY TELEPHONE AND CAiV: ~ ~ t=~ .~.k;a f,~~
/ , / ~ ~ ~ / r VERIFY EXISTING CONDITIONS AND CONNECTIONS TO EXISANG U1)U11ES PRIOR TO CONSiRUCT10N. NOTIFY ARCHITECT IF ~~~r~~
TIVE YAR ~ ~ Water Distribution/ExtensionSystem to S stem ANY DISCREPANCIES ARE DISCOVERED. ~'~`%y "~Y~ Y
- 0' TYPE B NSI ONAL PROTEC ~ / / / AREA 4 15 / F CK k ~ / / 0J / SETI j The City of Raleigh consents to the connection to it's public water syste 9. CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES DURING CONSTRUCTION AND SHALL MAKE REPAIRS AT NO EXPENSE TO =sr~ it's public water system THE OWNER. s ` ,
/ / ~ / / and extension of the private water distribution system as shown on this C ~ ~ EAR ~ The material and constructions methods used for this ro'ect shall confc / PQ. ~ 0 {j f P 7 ;em as shown on this plan. ~g~ ~~f~ his project shall conform 10. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE NCSBC AND OSHA REQUIREMENTS ~ ;
blic Utilities Handbook. s~~~x sr~r' 11. THE .CONTRACTOR SHALL PROVIDE AN AS-BUILT SURVEY OF ALL UTILITY AND STORM DRAINAGE IMPROVEMENTS FOLLOWING s ~s,
/ A2 / ~~Q ~ to the standards and specifications of the City s Public Utilities Handba CONSTRUCTION.
/ / ~ / City of Raleigh / / / Pubhc Utilities De artrnent Permit # 12. CONTRACTOR SHALL PHASE DEMOU110N AND NEW CONSTRUC110N TO ENSURE UNINTERRUPTED ACCESS AND U1WTY SERVICE 4 ~ ~i
x / 0 / P / / ~ / TO ADJACENT FACILITIES COORDINATE SHORT-TERM, OFF-HOUR, .TEMPORARY SHUT- DOWNS Wf1Ti THE OWNER. Y f
PP 0 / / Authorization to Construct 13 SEE .GENERAL NOTES ON EXISTING CONOi110NS AND DEMOU110N PLAN FOR REQUIREMENTS FOR REMOVAL AND PATCHING OF PAVEMENT. FOR U11U1Y INSTALLA110N.
0 / RS 1 7.36' / ~OJQ/ IN=65.33 x 0 / / . Date 14. ALL CONS1RUCilON SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS AND SPECiFlCATiONS.
~ Al /o 15. ALL ROOF DRAINS SHALL BE 8" PVC (scH 40) ®1.04K MIN:. SLOPE UNLESS INDICATED OTHERWISE USE DUCTILE IRON LS3P ASST L .
~ o~~`u/ / WHEN COVER IS LESS 1HAN 24-1N.
o Q / / . / Q~- Q / ~ 16. ALL SANITARY SEWER SERVICES SHALL BE 6" DiP ®1.0491; NIN. SLOPE UNLESS INDICATED OTHERWISE 434 FAYETTEVILLE STREET, SUITE 1700
f7. WITHIN THE SIGHT TRIANGLES SHOWN ON 1NtS PLAN, NO OBSTRUC110N BETWEEN 2 FEETAND 8 FEET IN HEIGHT ABOVE RALEIGH, NORTH CAROLINA 27601-1701
l tub l ~ ~ I 195.94 STORMWATER WETLAND ~ / ~ / THE CURB LINE ELEVATION SHALL BE LOCATED IN WHOLE OR PART. OBSIRUC110NS INCLUDE BUT ARE NOT UNITED TO TEL. [phone] FAX [phone]
/ / / J Private / ~ , ~ ANY BERM, FOLIAGE, FENCE, WALL, SIGN, OR PARKED VEHICLE REFER TO SECTION f0-2086 OF 1NE RALEIGH CITY CODE WWW.LS3P.COM FOR ADDITIONAL DETAILS
/ ~ ~ ~ Sewer Collection /Extension S stem / / ~ / ~ y t System
x ~ / P ~ /
/ / Q / ~ The City of Raleigh consents to the connection to it's public sewer syste / ! ~ ~ and extension of the rivate sewer collection s stem as shown on this 1 / P Y P p y EY ®TES ,,,,,.1.1.11,,, , it's ublicsewers stem xxv~~ m as shown on this plan.
/ ~ / ~ The material and constructions methods used for this project shall confc / ~ ~ tis project shall conform ~~E~~Q•(/i'
l / ~t~ / / / to the standards and specifications of the Ctty s Pubhc Utilities Handboc 0 FlRE HYDRANT ASSEMBLY, SEE DETAIL ~p TELECOMMUNICATION PULL BOX, SEE ELECTRICAL : 9 b6c Utilities Handbook. ~ Q ~ - VALVE, SEE DETAIL SHEET C-703 PLAN FOR DETAILS.
k / o / / / h ~ / City of Raleigh OB 1HRUS7 BLOCKING, TYP, SEE DETAIL SITE UGHi1NG SHOWN FOR COORDINATION, SEE
/ / ~ ~ Public Utilities Department Permit # / / ~ SHEET C-703. ~ PROGRESS ENERGY SITE UGHITNG PLAN. •
/I / r JQ / ~ / Authorization to Construct O SANITARY. SEWER. MANHOLE, SEE %v ~r°•~~ OE7AIC 'SHEET' C-704. R MECHANICAL EQUIPMENT, TRANSFORMER AND '%9 • G I NE~;.°
I / OD EXTEND SERVICE TO WITHIN 5'-0" OF P~~RATOR, SEE ELECTRICAL AND MECHANICAL ~'~i~~~l~l'pIIK~~1~x~`~
x / / ~ / ~ Date ~ / ~ BUILDING WALL. REFER 70 PLUMBING
/ ~ / ~ aQ PLANS FOR EXACT LOCAl10N AND S POWER SERVICE 70 BUILDING, SEE ELECTRICAL f'g(09 INVERT ELEVAl10NS. PLAN.
/ / ~ / ~
~ / ~ k / / ~ O EXTEND WATER MAIN TO 12-IN ABOVE T .TRAFFIC SIGNAL POLES. SEE SIGNAL PLANS. FlNISH FLOOR FOR FlRE PROTECTION TRAFi•7C SIGNAL CABINET. SEE SIGNAL PLANS.
/ / \ / o CONNECTION, SEE DETAIL SHEET C-704. ~
/ " . / SMI~ STANDARD CLEANOUT, SEE DETAIL SHEET V TRAFFC SIGNAL CONSTRUC110N AND MAiNT. .,.EASEMENT. _ _ _ . . . C704. PROVIDE PRECAST DONUTS-FtIR
/ / RIM~~9 ,8 ALL STANDARD CLEANOUTS Vd NATURAL GAS METER. SEE MECHANICAL PLANS
+ ~ N/F 8" PVC ROOF DRAIN. SEE PLUMBING PLAN FOR DETAILS.
/ / CITY OF RALEIGH FOR INVERT ELEVATION AT $UILDING. X 8" 70 6" DIP REDUCER.
B ~ / / / DB 5443 PG 37 / ~ v OH 16"X8" AND 16'X 6" TAPPING SLEEVE,
~ / / PINS' 1724.19-50-5547 / ~ / ~ R-1Q VACANT VALVE ASSEMBLY AND BLOCKING, SEE DETAIL Y CONTRACTOR TO COORDINATE WI1H LOCAL GAS DETAIL SHEET C-703. COMPANY FOR SERVICE TO TAP TO GAS MAIN
/ / / . SSMH ~ ~ W ~ RIM= 94,33' iN SUNNYBROOK ROAD:
` ~ ~ ~ nI FlRE DEPARTMENT CONNECTION, SEE MEMBERS OF THEAMERICAN INSTITUTE OFARCHITECTS DETAIL SHEET C-704. Z NATURAL GAS SERVICE 70 BUILDING, SEE
ll ~ l to I MECHANICAL PLANS COPYRIGHT 2008 ALL RIGHTS RESERVED
/ ~ / ' ( I ~ ~ GATE VALVE AND VALVE BOX, SEE DETAIL CONDUIiS FROM CAU TELECOM ROOM TO SHEET C-703. ENTRANCE SIGN AT SUNNYBROOK ROAD. SEE PRINTED OR ELECTRONIC DRAWINGS AND
/ / I I 8" DOUBLE DETECTOR CHECK VALVE ELECTRICAL PLAN. DOCUMENTATION MAY NOT BE REPRODUCED
I ~ I I OO ASSEMBLY (DDCV) WITHIN HEATED B PRIMARY POWER FEED. PROVIDED BY PROGRESS IN ANY FORM WITHOUT WRITTEN PERMISSION
I/ ENCLOSURE,. SEE DETAIL SHEET C-704. ENERGY.-
I ~ I ~ MODEL 450OA BY NILKENS FROM LS3PASSOCIATES LTD. GG CONDUIT FROM CAU TELECOM ROOM TO EACH
I I I I 40' ITY 0 RAL IG~I ~L POST INDICATOR VALVE W/ TAMPER PEDISTAL MOUNTED SECURITY TELEPHONE SEE SWITCH, SE6 SPECIFlCATIONS. ELECTRICAL PLAN. REVISIONS:
I~ SANt ARY WER EASEMENT
I DB .269 G 18 I I I 0 4" DOMES1iC WATER METER ANO VAULT, D PEDISTAL MOUNTED SECURITY TELEPHONE SEE No. Description. Date SEE DETAIL SHEET C-704. ELECTRICAL DRAWING: FOR DETAIL..
I oI I I
t~N 1 QI a I I O BLOW-OFF ASSEMBLY, SEE DETAIL EE DOMES]1C BACKFLOW DEVICE INSIDE 1HE BUILDING, SHEET C-703 SEE PLUMBING PLANS..
I o°~.I to i I ( O iELECOMMUNICAiION DUCT-BANK SHOWN FOR FF CONDUIT FROM DEMARCAiION POINT TO LIGHTED COORDINATION.. SEE DETAIL SHEET C7.5. BOLLARDS SEE ELECTRICAL. PLAN.
PP I ®W ~ ~ I W I ~
~I ~ ~ GG CONDUIT FROM DEMARCAl10N P01NT TO FLAGPOLE UPLIGFtTS SEE ELECTRICAL PLAN
I ( I ~ ~ ~ I ~ CITY OF RALEIGH
az / ~ W I m .ACCESS EASEMENT A TTENTION CONTRACTORS private
I ~ I z ~ I DB 2153, PG. 319 Q
61J I rr I ; I 8M 9972 VOL II PG 200 I ~ Q o (FROM THIS LINE TO CL OR The Construction Contractor responsible for the extension of water, Sewer Collection /Extension System PROJECT: 8401-074730
Z I ~ ~ o - o ~ CRABTREE CREEK ~I I ) ~ / \ i sewer and/or reuse,as approved in these plans, is responsible for contacdn
I I w cn to ~ the Public Utilities Department at (914) $57-4540 at least The City of Raleigh consents to he connection to it's public sewer system DATE: 05.08.09 twenty four hours prior to beginning any of their construction. andextension of the private sewer collection system as shown on this plan. DRAWN BY: TN / RBT
f ~ V I w ~ ! ~ I ' I The material and constructionsmethods used for this project shall conform to the standards and specifications of the City's Public Utilities Handbook CHECKED BY: JPK
I z ~ YEAR I I o I ( Failure to notify the City Department in advance of beginning
pTE 100 A ( I u~ construction, will result in the issuance of monetary fines ,and City of Raleigh
ROXIM ZONE ~ I AP Op ZONE . require reinstallation of any water or sewer facilities not inspected as Public Utilities I)epamnent 1'ermit# result of this notification failure.
® FLO/ ~ I I ( I I Authorization to Construct
Failure to call for Inspection, Install a Downstream Plug, have
I Permitted Plans on the Jobsite ; or any other Violation of City of Raleigh Date r Standards will result in a Fine and Possible Exclusion from future work L
I I fit! I N in the City of Raleigh.
I , 40' CITY F RALEIGH 40 I ( ~ Inv=179.34' SANITARY SEWE EASEMENT ~ ~
DB 1269 PG 18 I I ~ , E
/ I _ ~ I _ 30" P ~ I In v-181.05 ~
®7~ I a
I 1 ~ '
I
\ E ' I GRAPHIC SCALE
~-&5= DE YAR P SETBAC I to 40 0 20 40 80 180
~ ley c
HIBEBT PAIRK-S & THOMAS L`'P SON TRUSTEES E ( IN FEET) SOLUTIONS THROUGH LISTENING
DB 5460 6 SE: VA-CA < I-2 V) PIN 1723.06-49-9424, ZONED 0&12 1 inch = 40 ft. x
SERVICE BY DESIGN
1 2 3 4 5 CONSTRUCTION DOCUMENTS

R RESP NSIILITY N TES: CONTRACT I/Vake Ou
1. TREE CONSERVATION PLANS ARE TO BE FOLLOWED AND ARE THE GENERAL KEY QTY PLANT NAME SIZE REMARKS e11fal l
CONTRACTOR'S AND LANDSCAPE CONTRACTOR'S RESPONSIBILITY THAT THE AREAS
DESIGNATED FOR TREE CONSERVATION ARE NOt TO BE DISTURBED IN ANY WAY. TREES onti
CURVE TABLE LINE TABLE Z TOPSOIL SHALL BE ACCEPTED BY THE OWNER BEFORE 1HE LANDSCAPE CURVE RADIUS LENGTH TANGEN BEARING CHORD DELTA LINE BEARING LENGTH BC 9 BALD CYPRESS 2 ~ 2 1 2 CAL B&B, STRAIGHT TRUNK ~ ICS Taxodium distichum 10 -12 HT FULL CROWN ®7
CONTRACTOR BEGINS WORK. CONSTRUCTION MANAGER SHALL CONTACT THE OWNER OR ARCHITECT FOR TOPSOIL INSPEC110N. C1 770.00 87.65 43.87 N02'48'34"W 87.60 6'31'20" Li 502'20'24"E 30.04
C2 256.00 41.58 .20.83 S10 34'30"W 41.53 9'18'20" L2 S15'15'08"W 8.40 CM 7 NATCHEZ CRAPE MYRTLE T-8' MIN. HT. 3-5 TRUNKS } La erstroemia indlca x.t: 'Natchez' BdtB MATCHED SPECIMENS Facilit
3. ALL CONTRACTOR'S SHALL REFER TO THE EROSION CONTROL CONSTRUCAON SEQUENCE AND ADDITIONAL INFORMATION ON SHEE15 C-401 AND C-402. _ _ _ _ _ _ _ _ _ _ - - - - CP ig CHINESE RISTACHIO 3"-3 1 f2" CAL BdtB, STRAIGHT iRUNK
_ _ _ _ - - - - - - - - - ^ ~ Ristacia chlnensis 14°-16 HT FULL CROWN
Lp 28 LOBLOLLY PINE 4-1 2 MIN. LOOSELY STAKED 300 Merrell Drive Pinus taeda CONT.
oc F OKAME CHERRY 8' MIN. HT. STRAIGHT TRUNK Raleigh, C 27610 Prunus x 'Okome' BdcB 2" CAL. MATCHED SPECIMEN5
® N RB 8 Redbud 7'-8' HT. B&B STRAIGHT TRUNK
N~ RIPLEY STA710N LIMITED PARTNERSHIP Cercta canadensis 'Forest Pans ' i-1 2" CAL. MATCHED-SPECIMENS
BRIAN CENTER OF RALEIGH, INC. C/0 MARINER HEALTH CARE TAX DEPT. DB 6746 PG 905 ® RC 25 EASTERN RED CEDAR 4-1 2 MIN. LOOSELY STAKED
DB 3192 PG 854 PINS 1724.18-40-2645 _ 718 " _ Junlperus vlrgfniona CONT. _ _ _ _ _ _ _ _ . RM 4 OCTOBER GLORY RED MAPLE 2 -2 1 2 CAL Bb,B, STRAIGHT TRUNK
11 ~ ~ 1 l PINS 1724.18-30-7536 0&1-1, APARTMENTS - - - - - - - - - - - - - - - - ` ~ _ I 1 III _ Acer rubrum 'October Glory' 10'-12'~ T FULL CROWN ~ryir/
NI ~ I III I i 1-, AN ® NI II I Iii I I ,m.^ ~ RM-L 9 OCTOBER GLORY RED MAPLE 3"a 3 1 2" CAL. 8&B, STRAIGHT TRUNK ~ ~j~„~~„, Acer rubrum October Glory 14-16 H7 .FULL CROWN
~ i III II I III I I 4.00 i _ _ 87°35'15"E® 'TRACK 00 11 OVERCUP OAK 2 -2 f 2 CAL BBcB, STRAIGHT TRUNK
I I NI i I III I I - ~ - 0 2' IDE YARD SE I i pl II I ~ INI - - ~ - SETBACK N ,k.!:3=' 5 S Quercus lyrata 10'-12' HT FULL CROWN ~ '
I I Vi U I III I 5 SIDE YARD N ~ ' Ni it i i k'.~. ~k ® _ _ _ - - - - - - - - ~ - - - _ - - 00-L 4 OVERCUP -OAK 3"-3 1/2" CAL B&B, STRAIGHT TRUNK Quercus lyrato _ 14'-16' HT FULL CROWN _
I I61 II I III I II I I N ~ V I I ~ I I WM-315 ~ - SW 13 SWAMP WHITE OAK 2'-2 1 2' CAL BdcB, STRAIGHT TRUNK
II I I I s:s: „ I I I I III , r `£Y 1REE PROTECTION Fl Ill II I I N I I j~s , PROTECTION FENCING Quercus bicolor 10'-12' HT FULL CROWN
i I - I INI II I III I I _ s f: ZE 5 GREEN VASE JAPANESE ZELKOVA 2"=2 1/2" CAL B&B, STRAIGHT iRUNK Zelkova serrata 'Green Vase' 10'-12° H7 FULL CROWN , < ~ _
I I l ll - ~ I III II I III I I ~ 7 E ,y 4 ~ "hex III it I N I I~ € ~ ^rA,r ZE-L 10 . GREEN VASE JAPANESE ZELKOVA 3"-3 1/2" CAL BtICB, STRAIGHT 1RUNK
r :P. I IIII I I III I i s ~ ' Zelkova serrata °Green Vase' 14'-16° HT FULL CROWN
I I )N r ~ ANSITI W- ?:a,°. I III I I I ~i I • A P- ~ SHRUBS
I .NO•MOW I i III II I III I I s , _ W--' - C-3 ,NO M W ' IIII I I III i i k'' SEED MIX „5 C o ~ 0 ' N, CJ 231 NICK'S COMPACT JUNIPER ~ 48"-24" HT. FULL PLANTS ES'~ MOW Junl eras chinensls Pfltzer Com acts CONT. 5 O.C.
I ' YARD• SEED MIX' I I I I I ~ ° ~ NAL PROTEC III I I III ` ~ ~ • g ANSITIO :~D MIX', . ~3~ F~~' ~ ~.y • ; ~ ~ ~ 'CHANSONETTE` CAMEWA 18" MIN. HT. FULL PLANTS CLH Dealyn, PA
t I II I I I it I I • • * SEEDED LAWN -3 REA <.0 i ~ ZE-2 I I ; • Camellia sawn ua 'Chansonette' CONT. SPACED 4' O.C. ~R 20 cy Foroet a
l IIII I III I i ' %r ' + , m BC- SEEDED WN Z~ J I III I III I I € r ~ + MCP-5 + + • ZE~~ ~ ' ' ~ • CH 35 CARISSA HOLLY , 18" .MIN. HT. FULL PLANTS Pone 919.319.8718 • Ilex comuto 'Carless CONT. SPACED 4 O.G Fox: a1sa1s.a51s
i I II I V I INI ~ ' • : " : CA:WN. ~ : ' ~ • ' , CPB 10 CRIMSON PYGMY BARBERRY 18"-24" H7 FULL PLANTS
IIII .;i I I I II I I • ~ ~ ~ LP-- ' , . , s , I ~~~~~it~l m II I I IN I I 00- W- + ' • • Berberls thunber ii 'Crimson P m ' CONT. 30" O.C
j Ni 4 . I INI ~ • I 90 D ~ • 9 ~ a ' YPE B TRANSITIONAL CTIVE YAR RC-3 - = CH-i1 ' • CH-it ' ' DB 1Z, DWARF BURFORD HOLLY 18"-24" HT./SP CONT., FULL . Ilex comufa 'Burfordii Nona' CONT. 5' O C.
I I III o I IIII LP-3 •ARE '1 0 ~ . • ' ~ FD" 20 FORTUNES OSMANiHUS 18"-24" HT. FULL PLANTS
I I III I I ~q I I ~ . RM-~ • SEEDED LAWN ~ ¢ VL-60 , r' I I IN I II I I II ~ I " ~ > - VL-90 VL- 75 VL-60 • Osmanthus x fortunel ~ ~:~%y%- ~~hrsy " " 3G~~^:~Fy'v ~~~il
I IIII II l III I ~ ~ RML-2* I IIII ! I it ' HENRYS GARNET 1TEA 18 -24 HT. FULL PLANTS ~Ay'/"y~~~~~~~n~~~ a ' HGI 11 ltea vtr Jnlca 'Henr 's Gamet° ~~~~~~~~a
~ ° ~ , ~ ~ „Y. 9 . I I t E I N it I I II ~ , III N II - "`I ry 4 t. Np 6 NEEDLEPOINT HDLLY 24"-36" HT. FULL PLANTS , ~~~~~~P~~"~
I I III OC I III I I Q z ~C. 3 `u ~°t..,, : II III : • . . • ~ ILEX CORNUTA NEEDLEP~NT' CONT. 4 O.C ~
NI~ II I III I I o III I III ••'~k° CJ-9 J-18 I I N I I I I o~_ ' ~ , ~ ' • OH: 10 OAKLEAF HYDRANGEA 18"-24" HT. FULL PLANTS ~ ~~~f~' ~y • • . H an ea uercifolia 'Snow. Queen' CONT.... CONT... s.
I IIII i ~ III 00- . CJ 1 I III I I III I N ~ k ~ RML-2 • ~ WM 401 WAX MYRTLE 18"-24" HT. FULL PLANTS
I III Q 0 ~ I II ~ ~ ° ,oti • SEEDED I fs2u~ ' u . M ca cerfiera s
C I I II l CC N I I II I I o LAWN « • • VL-90 VL- 75 r I I II I II I I I II I I ° ' ~ ' ' LV 6 LEAIHERLEAF VIBURNUM 24°-36° HT. FULL PLANTS 4~s~i~ } r` ~ Viburnum x rh id h lam CONT. 5' O.C ~~~c~;~u~~x 7`. ~ @~
II ~-8 u<-65 I l ll l k I I II I I *OOL- a I IIII Il I III I I VL-90 VL-75 *RML-2 ~ s0-2D S's2 9,~ , ~ ~ ORNAMENTAL GRASSES ~~f~~~€~s,~~~
I I III 0 II I III I I w REFER TO ENLARGED RML-2~ ~
I II ~ CJ-12 "<j I III p~ I I I I II I I ~ ~ PLANS SHEET C-605 I ~1 ~ I I it I I W CJ-10 'f ~ ~ FG 42 FOUNTAIN GRASS i GAL SPACED 18" O.C. CJ-10 Pennisetum alopecuroides 'Hameln' CON7
~I I a Q I III I Y J-10 SI Z` IIII o 4 s MAIDEN GRASS 1 GAL SEEDED LAWN MG 27 SPACED 18" O,C.
I I II I o Q = o ,:yeas .1 Z -1* 111112 u I ~ ~ z m W ,u ' Miscanthus sinensls Momin L hf CONT.
I _ ILI cJ 1 I IIIi~ II I IIII I ~ o o B 3 , ~ ' ~ PERENNIALS/ GROUND COVERS LS3P MSS ' 9 L 1 "
I II I ~ II I I II I I cn ~ . W , fFE=251,00 ~ ' ~ ~i u INI II I III I O ~ ~ ' ' . • I o z r M 1~ VL-65 s; ' 434 FAYETTEVILLE STREET, SUITE 1700 ~~y VL 1090 VARIEGATED URIOPE 4' POTS SPACED.90-12" O.C.
I I N I I N I I I II I I ~ ti. - VL-9 'ti ~ Urio a muscari 'Varfe ata' RALEIGH, NORTH CAROLINA 27601.1701 `~A ' SJW 208 ST. JOHNS WORT FULL POTS SPACED f8" O.C. TEL. [phone] FAX [phone]
i NI N III I Q II~ • DB~3 ' ' VL SO VL-8 , ~ a . ~ I I~4 ~k., N ~ . ~ •.a.. ~ € CJ-1 ML-1* ~ ~ , CPL-1 `CPL-1 * ~ H erlcum col lnum 1 GAL CONT.
,III ;sil::a~~~> ~x~: a,,w<. 2 • ~,E ~ II II1l 2 \ ( III I I p ~ ~ : ~ MG 422 MONDO GRASS 4" P0•~ SPACED: 10" O.C WWW.LS3P.COM ' ' . hIo on onlcus
I IIII ~ I III ~ ~ ° i{ I~ I I~ I O III ~ , . CM 1 ? I I I ~ RC-4 BES 135 BLACK EYED SUSAN FULL PO75 SPACED 18" O.C.
fI"£II ~ IIII ~ ~ ~ II o ~ 0 ~ s ODOED I llll I IIJI l; M n ~ a ; , W • ~ ~ - ~ Rudbeckia oldstrum 1 GAL- CONT.
I i'N l ~ II(I I°F 0 c • ~ III : ..o........ 1 , ( i• ~ . . DL 124 DAYULY FULL POTS SPACED 18" O.C. . HemerocaBs 'Mary Todd' 1 GAL CONT.
a III • • NP 3 f e - NP-3 • H0 33 HOSTA ~ FULL POTS SPACED 18" O.C.
II I I 1- R - , I I I C I• I I Ir:ll I . Hosts seiboldiana EI ans 1 GAL CONT.
I W ~ I I ~ ~ ~R.,,N, . , O t RM-3~ • pA 518 PACHYSANDRA FULL POTS ACED 18" O.C. ' Pach ands terminalis 'Green Co et° 4" P015
I III I l ;s£srw~;°ti ti N :I I ell I a ° L~.~
I r ~ y REFER TO ENLARGED
I ~N I ~ ' PLAN SHEET C-605 I I SEEDED LAWN I r'II I I ~ u W „I \~u I:. I ~ IY 0, y '3 ' SEE SHEET C-706 FOR PLANTING DETAILS, SEEDING MIXES, AND ADDITIONAL PLANTING/ SEEDING NOTES.
I :III I ~ • ~ I~: - DB-3 ° I I~il I I I \~`~~uinuuri~~i
I III I o _ NP-2 RC-2 DUI I ,
I IIII I ~ ~ FFE 254.00 I pdi I ° SW-2* RC-3 ~pNDSCgp~ , ~jlj%~
I I i f . • DED I I'll I I , . ~ LABEL NOTE. ~ •w
11„I I e. i I III I I . , - 1 ~ • LAN S ' ~ ZE-2 (BOX AROUND LABEL DESIGNATES TRANSI110NAL = * ~ 68 -
I III I I I ~ RM-2 s" . •RM-1 DTI " IECfl LAflONS PROTECTIVE YARD REQUIRED TREE) = • • . ~
. l I I ( III ' • • REQUIRED ~
4NI1 l III l • . ~ OC-4 I I";III III I ~ SW-1 SW-1~ LAWN , 1 z TYPE B 1RANSITIONAL PROTECTIVE YARD (30' MIN. REQUIRED WIDTH) SHRUBS /~~'~i,F00RY LAWN ' ' . ~ YARD REQUIRED/ ~~~~mnu~~~~~~
I )III I I II I I ° . ' . ' TREE/SHRUBS NEW 63/52 QQ OBI
I ';III I ~ IIII " . ' " RB-3 I I' 111 I I II I I ez::~: , • • . • . UNEAR FEET PER t00LF TREES 5'~"'
I l 3s I I , I I IIII " SEEDED SEEDED • • III III ~ LAWN ° , . : ~ AREA 1-80' AVG WIDTH, TYPE B BUFFER 156 FT. 6/40 10/8
° (~Ii l I I II I I I I I • ' + ; ~ ' . • ' NO'MOW'SEED' M VO'MOW'SEED' MIX ~ -82% OF BUFFER IS DISTURBED AND REPLANTED. EXISTING VEGETATION TO REMAIN IN UNDISTURBEf~~ ;~x, MEMBERS OF THEAMERICAN INSTITUTE OFARCHITECi
I YII ( I IIII I ~ ° , . £ ~ ~:.:h~£;~Nzy : £:a : rr t~;: , III I I ~ • •
III I ' _ F,: r ; , , I III I I Y I ;rll I I ,I 0 M W S MIX ~ f. ° • `R8-3 • . I~ I I IN I Ip ~ ~ QED + WN , ' AREA 2-30' AVG. WIDTH, TYPE B BUFFER 219 FT. 8/120 18/18 COPYRIGHT 2008 ALL RIGHTS RESERVED ' 140/86
IsFlll I 1 to ! I . • ~ PRINTED OR ELECTRONIC DRAWINGS AND
,,:III ~ F£, ;x.,~~ ' :Q~~^^'~~ AREA 3-60' AVG. WIDTH, TYPE B BUFFER 233 FT. 6:5/60 15/9 % DOCUMENTATION MAY NOT BE REPRODUCED
I i~III ( III I I , . • • ~£4£;~-£E:f£~ ' . ~ k~'~`RR ~kr IIII ' ' ' -61% OF BUFFER IS DISTURBED AND REPLANTED. EXISTING VEGETATION TO REMAIN IN UNDISTURBED AREAS . IN ANY FORM WITHOUT WRITTEN PERMISSION
I I ~ I III ~ s>.~ + AREA 4-150' AVG. WIDTH, TYPE B BUFFER 528 Fl: 0/0 % FROM LS3PASSOCIATESLTD.
I I I IIII ~ ~ 3£~koe ~ ~ I Ik<III l I I I I i, :I
J i"' l ( IIII d€, ' 's I „NI I I I I I REFER TO ENLARGED TYPE D TRANSI110NAL PROTECTIVE YARD 10' MIN. REQUIRED WIDTH REVISIONS:
I ~I01 ! nl I I~I i ~ II I I PLANS SHEET C-605 • ~''3 REQUIRED/ REQUIRED/ No. Description Date TREE HRUBS PROVIDED PROVIDED
II ~ • • • TREE PR07ECTION FENCING I Ns I III ( ' Ali FENCING YARD TREES SHRUBS
Jl l I IIII ~ ' I ;:af`` I ~NI III ~ • 60' AVG WIDTH, TYPE D BUFFER 953 FT. 0/0 % 0/0
A l l kf' 1 '3~ 3ti?k 3;G ,6"a3"e N ,"a£a ~ •
Is III _ ``v N0. MOW SEED' • MIX I IAN I - ~ • . • : ' TREE CONSERVATI®N AREA F ~c Y nays
I I II Is~~~s:~p~k se~~ Wn.;ra - ~ ~'3,°F. ~ • SUNNYBROOK ROAD (50' RESERVED STREET YARD -MINOR 1HOROUGHFARE)
I G.. L i ~zul ~h.:,f DED UNEAR FT. OF FRONTAGE = 604 UNEAR FT. (INCLUDING DRIVEWAYS):
SEE .a! LAWN a ,=y • YARD AREA REQUIRED = 30,200 SQUARE FT: (UNEAR FOOTAGE X 50 FT.)
_ _ ~ £i£. pI ANT?NGS REQUIRED FOR C•!?ADING IMPACT (~$ADiNG IN EXCESS OF 30%)r
• ;1 30,200 SF X .30(ALLOWABLE DISTURBANCE) = 9,060 SF
F: , • •'y~y ACTUAL DISTURBANCE IS 4,065 SF (13.5% DiSNRBANCE) PROJECT: 8401-074730
~ NE .:,f USE DISTURBANCE REMAINS UNDER THE 30% 1HRESHOLD, THEREFORE DATE: 05.08.09
+ + ~ • NO', MDW SEED MIX' ' f<I qR _ fALSTAFF a " ~ REFEi~• TO ~S • EET.C706' ~ ~qti ~ REPLACEMENT TREES ARE NOT REQUIRED. ~ PLANTINGS REQUIRED NON-DISTURBED (REMAINING iD YARD): DRAWN BY: TN / RBT
~ ' f£' ~ BUFF ROAD h • • , • . EI ER ° , • FOR NOTES, . , v
CP-3 ZEL-8 ~ • ~f' ~ 6" OF CALIPER PER 50 LF - MlN. NEW TREE SIZE 3.5" CAL ANO 14' TALL CHECKED BY: JPK
EXISTNG TREES WITHIN PRIMARY TREE CONS. AREA TO SATISFY REQUIREMENT..
- ~ SEEDED LAWN . . ' . •~-T--.. i ~ . _ ~ ~ -60' TYPE DD TRANSI110NAL PROTECTIVE Y~ Eq M PROTECTIVE YARD ~ NEW 35" CAL TREES PROPOSED WHERE EXISTNG TREES DO NOT EXIST.
I ~ TOP
CU A ENTS SQUARE FT. OF TOTAL NEW VSA = 88,626 SQUARE FT. L
I ~ II I W O •
it I ~ O ~ ~ ~ PLANTINGS REQUIRED: A
1 TREE PER 2000 SQUARE FT. -0F VSA = 45 TREES LABEL NOTE.:.
1z:~;1 caT:r r£rr;:££;£a: rsssr.;:, rkf/ ti ~ 3~;' I ,h,~,, 1 SHRUB PER 500 SQUARE FT. OF VSA = 178 SHRUBS ZE-2 * (ASTERISK DESIGNATES
PLANTINGS PROVIDED: VCA REQUIRED TREE)
I < I III 1 ~ fl _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 TREE PER 2000 SQUARE FT. OF VSA = 45 TREES
1 SHRUB PER 500 SQUARE FT. OF VSA = 17R SHRUBS _ _ _
III _ I II I ~ 5' SIDE YARD SETBACK i _ i 1~0
t N F N88541'-0"-W 627.48'- ~ I I III I ° GRAPHIC SCALE
J II I t WAKE MEDICAL NIF N/F ° f I N I i WAKE MEDICAL PROPERTY SERVICES WAKE MEDICAL PROPERTY SERVICES N/F I N/F 40 0 20 40 eo 100 x
N I PROPERTY SERVICES J.B. HARRISON PROPERTIES, LLC DB 8314 PG 976 DB 8314 PG 976 DB 7922 PG 412 J.,B. HARRISON I J.,B. HARRISON PROPERTIES, UC q
DB 823. PG 1-3 I I N i i PIN, 1723 06-39-7526 PIN,>~ 1723.06-39-9536 PINS 1723.06-49-1451 PIN 1723.06-49-3484 DB 9242 PG ; DB 9242 PG 562, USE. OFFICE
0&h2, VACANT 0&I-2 DAY CARE PIN 172306-49- - I 0&I-2, VACANT ~ 0&I-2, OFFICE ~ I# 1723.06-49-5494, ZONED 0&I-2 ( IN F , SOLUTIONS THROUGH LISTENING
1 1 inch = 40 4t.
SERVICE BY DESIGN
7 2 3 4 5 CONSTRUCTION DOCUMENTS

60' '~«U®~?NGSH Wake County
1VS APE C W VERA~L IV E c6o~ Q
2 ~ 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CIl CE WITH ALL CITY OF RALEIGH STANDARDS AND KEY. QTY PLANT NAME SIZE REMARKS ental alt
E, SPECIACA 110NS. 1 VI d U
I V I W m i p N 2. LOCATE ALL EXISTING U11U71ES PRIOR TO INSTALLATION OF I p I ~ ; /F >TALLATION OF PLANT MATERIAL NOiIFY OWNER TREES OntIn 1
' I V I o. I p B ADLE OF ANY DISCREPANCIES BETWEEN FlELD CONDI110NS AND 1T I W• I V 3i R Y PARK CONDOS JDITIONS AND THOSE SHOWN ON THE PLAN. BC g BALD CYPRESS 2"~ 2 1 2 CAL BdtB, STRAIGHT TRUNK ~•Q Taxodlum distichum 10-12 HT FULL CROWN Cale C I C
o I V ~ DB 4179 PG 469 3. VER?FlCA 110N OF TOTAL f?UAN1T71ES AS SHOWN ON THE PLAA M ON 1HE PLANT US7 SHALL BE THE ~ 7 NATCHEZ CRAPE MYRTLE T-8' MIN. HT. 3-5"TRUNKS
I II I I V " RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR AND 1HE V I PINS 1724.18-40-7629 TOR AND 1HE TOTAL QUANTITIES SHALL BE AS Lo erstroemia indica x.f. 'Natchei BdcB MATCHED SPECIMENS Faclol ty
- - - - - - - - - - - - - - I I ~ ~ 08t1-1 CONDOMINIUMS SHOWN ON 1HE PLAN. ° if I CP j8 CHINESE PISTACHIO 3"-3 1 f2" CAL B&B, STRAIGHT TRUNK
- - - - _ - - - - - - - - - - - - - - i II I I N 4. PERMENANT LAWN AREAS SHALL BE SEEDED WITH COMMON I WITH COMMON BERMUDA. GRASS 95X COVERAGE Pistocia chinensls 14'-16 HT FULL CROWN LOBLOLLY PINE 4-1 2 MIN. LOOSELY STAKED 3OO McCreIl ~I V@
~ N i V I i V SHALL BE A1TA~ VI I i'- (BASED ON A PER SQUARE YARD SAMPLE) III SHALL BE ATTAINED PRIOR TO FINAL INSPECTION. ~ 28 Pinus taeda CONT. OC 6 OKAME CHERRY" 8' 'MIN. HT. STRAIGHT TRUNK Ralelgll, NC 276,
~ I I ~ CONFORM WIi11 THE STANDARDS THE STANDARDS SEt FORTH BY THE AMERICAN Prunus x 'Okame' B&B 2" CAL. MATCHED SPECIMENS
~ ® ® TBM 2 5. ALL PLANT MATERIAL SHALL ASSOCIATION OF NURSERYMEN ANO THE WRITTEN SPECIFICA ® NAIt SET IT1EN SPECiFICA110NS RB g Redbud T-8' HT. B&B STRAIGHT TRUNK
'BASE OF 18" PINE 6• PLANTING BEDS TO BE MULCHED W11H A MINIMUM OF 3" OF Cercis canadensla 'Forest Pans ' 1-t 2° CAL. MATCHED SPECIMENS IMUM OF 3" OF DOUBLE SHREDDED HARDWOOD RC 25 EASTERN RED CEDAR 4-P 2 MIN. LOOSELY STAKED
_ _ _ _ _ _ _ _ ELEV - 211.20' MULCH. ALL PLANT GROUPINGS SHALL BE MULCHED AS ONE IULCHED AS ONE BED. Junlperus vlrgfiiana CONT.
1NG BEDS ANO AWAY FROM BUILDINGS RM 4 OCTOBER GLORY RED MAPLE 2 -2 1 2 CA B&B, STRAIGHT TRUNK Acer rubrum 'October Glory' 10'-12° HT FULL CROWN
- - - - - - - - - - - - - - - - - - - - - - S15'15'08"W yY ~ PROPOSED SLOPE EASEMENT 7. ESTABLISH POSITIVE DRAINAGE IN ALL PLANTING BEDS ANO _ 8• APPLY PRE-EMERGENT HERBICIDE TO ALL NEW PLANTING BEI 'W PLANTING BEDS AT AT MANUFACTURER'S OCTOBER GLORY RED MAPLE 3"-3 1/2" CAL BBcB, STRAIGHT TRUNK ,,~,e~''
~ RECOMMENDED RA7F PRIOR TO ?NSTALLA110N OF MULCH. DB .1845 PG 107 Cr RM-L 9 /~i16,~~/~~~ N OF MULCH. Acer rubrum 'October Glory' 14'-16' HT FULL CROWN
w 5® LAWN ° BM 1995 PG 1235 .3:9;a _ 9. DO NOT INSTALL PLANT MAIERIAI fN IMPERVIOUS SOILS, (Lt OVERCUP OAK 2 -2 1 2 CAL BBB, STRAIGHT TRUNK IOUS SOILS, (Le. HOLES WHICH , WHEN FlLLED ~ 11 Quercus lyrota f0'-12' HT .FULL CROWN ` "
_ - - - - - - - ~ + _ 3 WITH WATER, DO NOT COMPLETELY DRAIN WITHIN TWO HOUR ITHIN TWO HOURS) 00-L 4 OVERCUP OAK 3"-3 9/2" CAL BBcB, STRAIGHT TRUNK
~:4 ~ ~y • f 3 - 10. ALL SODDED AREAS SHALL BE 11FWAY 419 SOD. 'OD. Quercus lyrata 14'-16' HT FULL CROWN
75 ~5 • {4. ~ 11. ANY TREE WRAP SHALL BE REMOVED IMMEDIATELY AFTER IN: SWAMP WHITE OAK 2"-2.1/2 CAL BdtB, STRAIGHT TRUNK 4TELY AFTER INSTALLATION. SW 13 Quercus bicolor 10'-12' HT FULL CROWN
12. WITHIN 1HE SIGHT 1RIANGLES SHOWN ON THIS PLAN, NO OBS ~ PLAN, NO OBSTRUCTION BETWEEN 2 FEET AND. 8 ZE 5 GREEN VASE JAPANESE ZELKOVA 2"-2 1/2" CAL BdcB, STRAIGHT TRUNK
I + FEET IN HEIGHT ABOVE THE CURB UNE ELEVAI)ON SHALL BE 'p ! ~ ' 4T10N SHALL BE LOCATED IN WHOLE OR PART. Zelkova serrate 'Green Vase' 1Q'-12' HT FULL CROWN - ° ` ' '
25' STREET PROlEC71VE YARD CP'6 f OBSIRUC110NS INCLUDE BUT ARE NOT LIMITED TO ANY BERM, (Street Protective PARKED VEHICLE REFER TO SECTION 10-2086 OF THE RALEI ~ TO ANY BERM, FOLIAGE, FENCE, WALL, SIGN, OR ZE-t 90 GREEN VASE JAPANESE ZELKOVA 3"-3 1/2" CAL B&B, STRAIGHT 1RUNK ~6 OF THE RALEIGH CITY CODE FOR ADDI110NAL 7elkova serrato 'Green Vase' 14'-16' HT FULL CROWN _
Yard Trees} ~ N/F DETAILS. SEEDED SHRUBS
1 LAWN ' CITY OF RALEIGH 13. SEE SPECIFlCAl10NS REGARDING WARRANTY/MAINTENANCE RE 9AINTENANCE REQUIREMENTS FOR ALL PLANTS, "
DB 1264 PG 247 SOD, AND LAWN SEEDING. CJ 231 NICKS COMPACT JUNIPER 18 -24 HT. :FULL PLANTS D ES' ~ N Jun e,NS chlnensla 'Pfltzer Compacts' CONT. 5' O.C
, > x € ~€~s~~ SE D ~p~ o BM 1 5 P ~ ~ ~ ~G~u . ?„hr7ly2~ .c£Y Ells~£ ;9: ~ 9 8 G 59 „ , z~~~~Y<~s~ .sr ~ ~ ' LA ~ ~ CS 3p °CHANSONETTE` CAMEWA 1t3" MIN. HT. FULL PLAhIT5 Cup Design, PA
• b o, PIN 1724.18-40-8465 • ~ + ~ R-10 VACANT Camellia sasan ua 'Chansonette' CONT. SPACED- 4' 0.0 '?oo Regency Fomst Or Suits 120
STORM4YAl1:R ,bMP EASEMENT~•' ~ ~ ' CH 35 CARISSA HOLLY 98" MIN. HT. FULL PLANTS Cary, NC 27518 Ilex comuta 'Carless' CONT. SPACED 4' O.G Phone: 9f9.3i9s71s
s ~ ~ 3, • ~ CPB 10 CRIMSON PYGMY BARBERRY. 18"-24" HT. .FULL PLANTS Fox: 919.319.7518
Berberis thunber ~7 °Crfmson P m ' CONT. 30" O.G
NO •MOW ' ~ . DB 17 DWARF BURFORO HOLLY 18°-24" HT./ CONL, FULL Ilex comuta 'Burfordii Nona' CONT. 5' O C.
• • • SEED MIX • • • . ~'~:<<. FO 20 FORTUNES OSMANTHUS 18'-24" HT. FULL PLANTS
Osmanthus x fortunel 3 ~:g ~F2pn~~~`k~ ti~~~
HGI 11 HENRYS GARNET ITEA 18"-24" HT. FULL PLANTS fh s~~ lteo vJr mica 'Hear 's Gomet' ^~~f s£
• . • ' ' • . ~ • . SEED, MIX... • ' ~ ® 215,5 NP 6 NEEDLEPOINT HOLLY 24 -36 HT. FULL PLANTS a~~~~ h~ r~~ ILEX CORNUTA 'NEEDLEPOINT' CONT. 4' O.G a^~N a -
' ' ' ' . ~T NSI~ONAL PROtEGTt~VE'YAR• _;~_•r-•..,_._..~:-~:.~ / / ® 5' • ~ ~ A 4=150 • TYPE B , • , F ~ • • ARE / F i CK OH 10 OAKLEAF HYDRANGEA 18 -24 HT. FULL PLANTS ~ rf~
H ran ea uerclfolia °Snow Queen' CONT. " CONT..... n`"~f~ , `
WM 401. WAX MYRTLE 18 -24 HT. FULL PLANTS ~~'n S
~ / LV 6 ry~~f~ ~~~~x~y~, LEATHERLEAF VIBURNUM 24 -36 HT. FULL PLANTS ~7~~•, d;~,,. ~t y.
p" F• 30 Vlbumum x rh id h lum CONT. 5' O.C ~~~~i
=~~s ORNAMENTAL GRASSES ~~~~3~~<~;~-`~-<,
i ~ FG 42 FOUNTAIN GRASS 1 GAL SPACED 18" O.C
e• / Pennlsetum alopecuroldes °Hameln' CONT. MAIDEN GRASS 1 GAL
MG 27 SPACED 18" 0 C. Miscanthus stnensla Momin Li ht CONT.
~~S PERENNIALS/ GROUND COVERS LS3P ASSOCIATES LTD.
STORMWATER WETLAND ~ . ~ NO•.MOW • REFER TO SHEET C-709 FOR • l / -
• • S Eta. IX~ PLANTING PLAN ' F / i VL 1090 VARIEGATED URIOPE 4• pO~ SPACED 10-12" O.C 434 FAYETTEVILLE STREET, SUITE 1700 Url a muscari 'Vane eta' RALEIGH, NORTH CAROLINA 27601.1701
SJW 208 ST. JOHNS WORT FULL POTS SPACED 18" O.C.
• ~ . / ~ / • g ti / . H ericum cal inum 1 GAL CONT. TEL. [phone] FAX [phone]
/ / . MG 422 MON00 GRASS 4• pO~ SPACED f0" O.C WWW.LS3P.COM 0 hio 0 on onlcus
BES 135 BLACK EYED SUSAN FULL POTS SPACED 18" O.C
Rudbeckia oldatrum 1 GAL .CONT.
~ / DL 124 DAYULY FULL POTS SPACED 18' O.t'.. HemerocoHs 'Mary Todd' 1 GAL CONT.
HO 33 HOSTA FULL POTS PACED 18" O.C. Hosto selboldlana 'Ei ns' 1 GAL CONL
r. • • • , o / PA 518 PACHYSANDRA FULL POTS ACED 18" 0 C.
•Y ~}/Y / Poch andra terminalls 'Green Ca t' 4" POTS
S /
fi . / : / Q
/ ~ / ~
. I SEE SHEET C-706 FOR PLANTING DETAILS, SEEDING MIXES, AND ADDITIONAL. PLANTING/ SEEDING NOTES. ~~1111 U I I I I IU~~~
`\Q~~~ao ~R~li~,
r ~
• ~ • :924:"v %~v ,ry LABEL NOTE
. ~ I' YAN~~:Zf • ry :~I
• ~ ~n AL TECVE Y sAnONS ZE-2 PROTECTIVENDARDBREQUIRED TREE ~ANSITIONAL = * ~ 6$
~ , .REQUIRED
' ' t . / N~ r.~ ~ / ~ CITY OF RALEIGH TYPE 8 TRANSI110NAL PROTECTIVE YARD (30' MIN. REQUIRED WIDTH) NEW YARD REQUIRED/ SHRUBS ~'~i~,~~ORY SI`~~~`~
x#;:, , .'SEED,MIX TX,"` l c€, . ~nnnnll ' TREE/SHRUBS NEW 63/52 5 ' DPI
B . , ~ . . • i~ss / DB 5443 PG 37 § x, • ~ • . , / / INS 1724.19-50-5547 UNEAR FEET PER 100U" TREES
,..z; ~ ~ / / / ~ R-10, VACANT AREA 1-80' AVG. WiDTH, TYPE B BUFFER 156 F1: 6/40 10/8
-82X OF BUFFER IS DISTURBED AND REPLANTED. EXISTING VEGETATION TO REMAIN IN UNDISIURBEf~~I'i MEM6ERS OF THEAMERICAN INSTITUTE OFARCHITEC
/ AREA 2-30' AVG. WiDTH, TYPE B BUFFER 219 FT. 8/120 18/18 COPYRIGHT 2008 ALL RIGHTS RESERVED
~ / 0~ 140/86
/ ~o / PRINTED OR ELECTRONIC DRAWINGS AND
I ~ ~ AREA 3-60' AVG. WiD1H, TYPE B BUFFER 233 FT. 6.5/60 15/9 % DOCUMENTATION MAY NOT SE REPRODUCED
I -61% OF BUFFER 1S DISTURBED AND REPLANTED. EXISTING VEGETATION TO REMAIN IN UNDISTURBED AREAS 1N ANY FORM WITHOUT WRITTEN PERMISSION
AREA 4-150' AVM WIDTH, TYPE B BUFFER 528 FT. 0/0 0/0 FROM LS3PASSOC?ATES LTD.
I ~
~ 40' (TY 0 RAL 1 ~ SA 1 ~ NARY EWER ASEMENT TYPE 0 TRANSITIONAL PROTECTIVE YARD tO' MiN. REQUIRED WIDTH) REVISIONS:
~ ~ DB ,269 G 18 REQUIRED/ REQUIRED/ No. Description Date TREE HRUBS PROVIDED PROVIDED
~ 21 YARD TREES SHRUBS
r° !°nl ~ Q~ • 60° AVG. WIDTH, TYPE D BUFFER 953 F1: 0/0 000
o°~~ • I W~
~ ~ ~ F ~c noes
i d~ SUNNYBROOK ROAD (50' RESERVED STREET YARD -MINOR 1HOROUGHFARE)
I ~ w UNEAR FT. OF FRONTAGE = 604 UNEAR F7 (INCLUDING DRIVEWAYS)
I Q~ ~ ~ ~ ~ j CITY OF RALEIGH ~ 4 W D m o ACCESS EASEMENT YARD AREA REQUIRED = 30,200 SQUARE FT. (UNEAR FOOTAGE X 50 FT.) pt ANIINGS REQUIRED FOR C~ADING IMPACT (GRADING IN EXCESS OF 30%):
~ ~ ~ z DB 2153, PG. 319
Oi,~ ( ~ ~ BM 1972 VOL II PG 200 30,200 SF X .30(ALLOWABLE DISTURBANCE} = 9,060 SF ACTUAL DISTURBANCE IS 4,065 SF (13.5 DISTURBANCE) PROJECT: 8401-074730
~ ~ a (FROM THIS LINE TO CL OR - I CRABTREE CREEK DISTURBANCE REMAINS UNDER THE 309 THRESHOLD, THEREFORE DATE: 05.08.09
~ ~ ~ ) I ~ w 3 • REPLACEMENT TREES ARE NOT REQUIRED.
i ~ ~ ~ PLANTINGS REQUIRED NON-DISTURBED fREMAiNING 7D YARD): DRAWN BY: TN/RBT
~ W N' Z N I f O O 6" OF CALIPER PER 50 LF - MiN. NEW TREE SIZE 3.5" CAL AND 14' TALL CHECKED BY: JPK
N ~ EXISTiNG TREES WITHIN PRIMARY TREE CONS AREA TO SATISFY REQUIREMENT.
NEW 3 5" CAL TREES PROPOSED WHERE EXISTING TREES DO NOT EXIST.

SQUARE FT. OF TOTAL NEW VSA = $8,626 SQUARE FT. L C
~ o 40' CITY OF RALEIGH 40' a PLANTINGS .REQUIRED:. e p C q
SANITARY SEWER EASEMENT ~ 1 TREE PER 2000 SQUARE FT. OF VSA = 45 TREES LABEL NOTE /TGf'1
• DB 1269 PG 18 I ~ v , ~ ~ ' l 1 SHRUB PER 500 SQUARE F7: OF YSA = 178 SHRUBS ZE-2* (ASTERISK DESIGNATES
~ I ~ ~ ~ . PL.ANIINGS'PROVIDED: VCA REQUIRED TREE)
1 TREE PER 2000 SQUARE FT. OF VSA = 45 TREES 1 SHRUB PER 500 SQUARE FT. OF VSA = 178 SHRUBS
- - - - ~.li ~n. m • 1
i I i GRAPHIC SCALE m
5' SIDE YARD SETBACK 40 0 20 40 eo lw
\ N/F
C \ HUBEBT RQ4S & THOMAS L P SON TRUSTEES
DB 546'0-PO 624r1'1SE. VACANT (IN FEET) SOLUTIONS THROUGH LISTENING
I-2 PIN 1723.06-49-9424 ZONED 0&1-2 6.45' 1 inch = 40 !t,
SERVICE BY DESIGN
1 2 _ 3 4 5 CONSTRUCTION DOCUMENTS

Wake County
B' MAX. enfal elth
8' NOTES: VARIABLE AS DIRECTED BY THE ENaNEER CONSTRUCTION SPECIFlCATIONS C/ ®n fIn u
- STEEL POST VARIABLE AS DIRECTED BY TiiE ENGINEER 1. ENTRANCE(S) SHALL BE LOCATED TO PROVIDE MANiMUM UDUTY BY ALL CONSTRUCTION VEHICLES. 1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, SNMP$ O~~ OF Fl,gy 00iNy lRrO>Si!lt1BED gYppE AND OTHER OBJEC110NABLE MATERIALS
WOVEN WiRE WARNING SIGN FABRIC Z. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE 1RUCKS IS TO BE PROVIDED. ; 2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTiON MEETS ~ t t ~ i Care Servo
WARNING SIGN ' f~ s: : ORANGE UV RESISTANT o I oT '`F IN. 12-i/2 GA. 3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT 1RACKING OR DIRECT FLOW OF MUD ! , K, h MIN. 12-i/2 GA. ALL DESIGN REQUIREMENTS. , A
0 o MGH-iENSILE STRENGTH INTERMEDIATE ONTO STREETS. PERIODIC iOPDRESSING Wi1H STONE WiIL 8E NECESSARY. CONTRACTOR SHALL <s ; > ' INTERMEDIAiE ~ ~ POLY BA RI ADE p WIRES MAINTAIN AS NECESSARY. ! F ~y M ~ FABRIC ~TYP~ MIN. 10 GA. _ _a MIN. i0 GA. WIRES 3 ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT t Facfl i~ iHAN THE DESIGN ELEVAiION PLUS THE SPECIFlED SETIIEMENi ~ TO 0 y
r , LINE WIRES 3~ t ~ UNE WIRES f ~ a ~ Y~3~' y~`; A GRADE 4. ANY MATERIAL WHICH S1TLL MAKES IT ONTO THE ROAD MUST BE CLEANED UP IMMEDIATELY. ~ , ~ 4. PROVIDE SUFFlCIENi ROOM AROUND DIVERSIONS 70 PERMIT MACHINE CENTER '
GRADE s - ":at, I GRADE M x, rTZ . T nar ~~2, : ~ 5. FRE UENT HECKS F TH N - ~ ~.L ~a Y ate. Q C 0 E EN1RA CE(S) AND 7TMELY MAINTENANCE SHALL BE PROVIDED. ` < REGRADING AND CLEANOUT ' 3®® Mel'C~-i{I ®11V~
z ~ r 'o /3. z r~ i _ ~ r:. "l,,., ai, as °,no :ir 7>.a ~ ~ C 6" MIN. COVER ~ 6. NOTES ARE APPLICABLE AT ALL POINTS OF INGRESS AND EGRESS UN1Tl SiTE IS STABILIZED. 'rr; r~ ; cr. ; ; a~I pow 5. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS Raleigh, C 27610 IT WiLL REMAIN IN PLACE LESS THAN 30 WORKING DAYS
o OVER SKIRT * ORANGE UV RESISTANT,
~ HIGH-1ENSILE STRENGTH N ANCHOR SKIRT AS DIRECTED BY ENGINEER * POLY BARRICADE FABRIC (TYP) 2' r A 3y
100' ; < MIN. PLAN VIEW i,
SIDE VIE FRONT W ~ , , FRONT ViEW 18"
STEEF 25' OR WiD1H OF STEEP CUT OR FlLL SLOPE : " ty.;
PROPOSED STREET 2:1 SLOPE MAK ,.r ( ) ~x ~ LEVEI. UP OF
EXISTING 2"-3° MIN. OR DRIVEWAY, POST NOTES: 40" COARSE AGGREGATE WHICHEVER IS STEEL 2" LEI7ERS(7YP) ROADWAY (CLASS 'A' RIP RAP) USE SILT FENCE ONLY WHEN x; SPREADER im~..•, ,
1. WARNING SIGNS 10 BE MADE OF DURABLE, WEATHERPROOF MATERIAL. . GREATER' WOVEN WIRE DRAINAGE AREA DOES NOT CROSS SECTION SEpIRE ~4V STAPLES L,A ~TN = 16' END NrDTH
2. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED. TREE PROTECTION AREA FABRIC EXCEED 1/4 ACRE AND DO NOT ENTER . NEVER IN AREAS OF POSITIVE GRADE 1.OX MAX. z 0.B' _ ~ UNDISTURBED
3. SIGNS SHALL BE PLACED Ai 50' MAXIMUM INTERVALS. Z NA E PR TE I N SiLi FENCE FABRIC CONCEN1RAlED FLOW. O D O CS ON UPSLOPE i0E N ,
E SiGN AT EACH END OF LINEAR 1REE PROTEC110N AND 50' ON CENTER °I o FlLL SLOPE 4. PLAC A PARA ARBOLES • NO ENTRE THEREAFTER. M ~ SiDE SL( SiDE SLOPES L.__L_
a 2 2:1(MAX. 5. FOR TREE PROTECTION AREAS LESS THAN 200'IN PERIMETER, PROVIDE NO LESS pL ~ l.ONdiUD1NAL SLOPE SECURE MATTING
1HAN ONE SIGN PER PROTECTION AREA. WARNING SIGN DETAIL GRADE NEW CONSIRUC710N h ;~~i' EXISTING • ~ ~A ~~1ALL Ud 8-1N TRENCH , s. i' ` ;^d rS:.
6. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. ROADWAY zc, ~,t'`" 35' MIN. 15' MIN. * FOR REPAIR OF SILT 6" MIN. COVER
7. MAINTAIN TREE PR01EC110N FENCE THROUGHOUT DURA110N OF PROJECT. FENCE FAILURES, USE ' OVER SKIRT ~ j, \ \ \ \ \ \ \ \ \ \ \ SECTION A-A
6" ~F 12" MIN. No. 57 WASHED SiONF i 8. ADDIiIONAL SIGNS MAY BE REQUIRED BY THE GTY OF RALEIGH 1NSPEC110N =..r <; . .'s N ANCHOR SKIRT AS DEPAR1MENi BASED ON ACTUAL FlELD CONDITIONS MIN, , FOR ANCHOR WHEN SILT \ \ \ \ \ ~ ~ \ 1. nrsPECt LEVEL sPr~AOER AFTER Evart RAnrFAU EVE)dr 1K~rTU vECETATroN rs ESTABU9IED AND MAKE APPROPAUTE REPAIRS
r`. DIRECTED BY ENaNEER * 6" MIN. FENCE IS PROTECTING r ;r 9. PLACE A SIGN AT EACH END OF 11NEAR TREE PROTECflON AND 50' ON CENTER 1HEREAFTER. CATCH BASIN. z AF'TCR AREa HAS BEaI STABILIgD, .MAKE PERK)DIC INSrECnoNS, ANO KEEP ®ES I G
FOR TREE PROTECTION ONLY CROSS SEC110N ~ ~ ~ SIDE VIEW STEEP CUi OR FlLL SLOPE VE!>'ErA1KAN MI A HEALTHY, NGOROUS CONd110N CLH Deslgn, PA
PLAN VIEW X00 Regency Fonset Dr. soRe Tao
Cory, NC 27518 Phone: [phone]
Fax: [phone]
r s. GRAVEL CONSTRU 110N ENTRAN E rs TEi TREE PROTECTION FENCE C C STANDARD TEMPORARY SILT FENCE N.T.S. TEMPORARY DIVERSION 'DITCH N.rs LEVEL SPREADER N.rs
sm sllr FENCE METAL POS75 _ a~^~a~~F""~~ax ?t ,fin 3ayy~r;ta POST ~F~.•"&,~~^~~~~~R~~r
i POST (TYP) ! _ •
a ¢ 2 NOTES: 10' p ~oxyya ~ H ~Z~~f 74
GALVANIZED HARDWIRE ~ , L , f0' ; SECTION THRU BASIN BELOW ~
WIRE EXTENDS TO TOP ; ~ ' • 1. PLACE CONCRETE BLOCKS LENGTHWiSE ON TYPE STONE I ` , THEIR SIDES IN A SINGLE ROW AROUND 1HE , ` PERMITER OF THE INLET WITH THE ENDS OF A A ~ Y g 2& ~j~~ I L ~y~ Y„ f~~ Ff~'~ l
1 ; aYt_' ~ ADJACENT BLOCKS ABU171NG. THE HEIGHT ~ ' y? s ' • ~ OF THE BLOCKS SHALL BE 12". i~ 6 3~
C x; 1 , , y.`~ 0 '.3 ~ 2. WIRE MESH OR HARDWARE CLOTH SHALL BE ' ! ~ f ~~~s ~gg~~
F I' u ~ ~ PLACED OVER THE OUTSIDE VERTICAL FACE ~ ~ r ~ ! ,E
' I`4 (WEBBING) OF 1HE BLOCKS, TO PREVENT s ; is , , r ,V.j STONE FROM BEING WASHED THROUGH. THE ~r , r ~ , ~ r , r~ r r~ , ELEVA 0 ' ~ ~x '
- ~~r„•, ~~.,_t.L~, t t,: x ~ HOLES IN THE BLOCKS ;.,,F ' INVERT , r. 9 PIPE . 4 RI ADWALL •H
a ~ ~ i Y~' ~ 3. #'S7 WASHED STONE SHALL BE PILED AGAINST X57 WASHED STONE ' ~ ~ ' ~ ' ~ ~ ~ THE WiRE TO 1HE TOP OF THE BLOCK. PLAN i T P STD. SILT FENCE DE E STD, SILT FENCE DETAIL. j
r..' <M r i 2 .SECTION A-A (AMOCO 2006 1. INSTALL SL FENCE ER c , ° , °'T ~ ~ 4. MAINTAIN DEVICE AFTER EACH RAIN. OUTLET TO FLAT AREA WiTH NO WELL DEFINED CHANNEL OR EQUIVALENT) 2. LOCALE REINFORCED OUTLET AT LOW POINTS TFT AT LOW POINiS OF SILT FENCE ' WASHED STDNE L3 ASS CIT L .
~'ts ' . ~.k°„ ! ~ ~ ( ) FILLER BLANKET REPLACE x/57 WASHED STONE IF 17 CLOGS BARRIER. W/ SEDIMENL 3. PLACE RIP RAP WITH CARE. DO NOT TEAR Slt L 3 1,, THICK X 3 HIGH MIN. RE. Do Noi TEAR sLr FENCE FABRIC. - - seo,M fNr sroRA~ f • 434 FAYETTEVILLE STREET, SUITE 1700
S PLACE 1°x4" BOARDS THROUGH THE HOLES TYPE STONE
OF CORNER BLOCKS. B B INLET PR01EC110N PRIOR t0 CURB & GUTTER ~ - • ~D~ RALEIGH, NORTH CAROLINA 27601.1701
~W " p NOTCH AND FCLD TEL. [phone] FAX [phone]
2z ~ FABRIC OVER STEEL F 2a ~ HORIZONTAL POST sTEEL Posr WWW.LS3P.COM
IV o i 3 DEWATERINO N......_. ~ WOVEN AREA TO BE WOVEN WiRE FABRIC DISNRBED PERSPECTIVE VIEW
m_. CONCREIE^BLdCK ~o ' yn € x ~a SECTION B-B FILTER BLANKET 12" X57 WASHED OVERFLOW WiRE ao ~ STONE HORIZON (CUT, FlLL, ETC.) HORIZONTAL POST 1.^~IC~D PIPE INVERT
rs p ~ (AMOCO 2006 . ~s r SCREEN ~ r OR EQUIVALENT) n r~, SILT FEI ;::,~r~.;., SILT FENCE FABRIC spy,
w. y:,R~ zy SEDIMENT aY'~ r„a . ~ z NOTES LADEN m 3' ~ CcAcR ~~j~%~, Q CLASS B' RIP RAP. (lYP) ~ ~ ' NANRAL O ~JJ~ D : ~ /i
r r, ~ t • r; RUNOFF f' „ ,,i ^a:~:u•;'•;.:. PLAN 1. TOP OF RIP RAP A7 a,".:; ~ A..,,• ` , , „ DOWNSTREAM END OF APRON SHALL BE CLA ~ _ 2.5 12' GROUND ~Q~ °q
• . ~ ~ i6" (OUTLET TO WELL DEFNED CHANNEL) (LUSH WITH NATURAL GRADE OF 1HE RECEIVING CHANNEL. r,; ~ ~ ~ n < : s ~ • ~+'•7 2. VEGETATE ALL DISTURBED AREAS IMMEDIATELY AFTER INSiALLA710N. i') ~ 1 12' 3 = S
' I if . 0t ~/~X. . ~ 3. SEE EROSION CONTROL PLAN FOR DIMENSIONS. ' 12' FLOW -
zY^d aq Z,~ {g a+ tys-- ..e p t 1 N ~,x,,,y sk„>, 6 n. DROP INLET SEDIMENT STORAGE I ~ M • CLASS B STONE ~ °
i W11H GRATE ~ ~ i /57 WASHED STONE %v c~~; ~ MIN. ~i,'9 ~ ~ N`..'`~,\~~~~~
~ i°x4" BRACE FILTERED 2:1 SLOPS GRAVEL FlLTER WATER S 110 MAX. SEDIMENT DEPTH. (CLEAN OUT POINT) DI~I
SECTION /////uP~in
INLET PROTECTION AFTER CURB&GUTTER INSTALLATION .~~8~09
N CATCH BASIN AND YARD INLET PROTECTIO N.T.S. OUTLET PROTECTION N.T. REINFORCED SILT FENCE OUTLE NCE OUTLET ~.rs TEMPORARY ROCK PILE INLET PROTECTION N.rs
BASIN A B C D E F G
B 5' MIN. TOP OF EMBANKMENT EL = D MIN~+ NUMBER (FT) (FT) {FT) (FT) (IN) (IN) (FT j 1. 205.5 .207.0 208,5 .210.0 3.0 3.0 , 30
EMERGENCY SPILLWAY 2 232.5 234.0 234.5 236.0 ZO 1.5 10
EMER. SPILLWAY CREST EL = C NOTES ~ , 3 231.5 233.0 235.0 237.0 25 2.5 15 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITEC'.
1. SEE SPEGFlCA710NS FOR TEMP. LIMING, RIPRAP AND FLTER FABRIC ROPE FOR ACCESS 70 y UNE EMERGENCY SPILLWAY
REQUIREMENTS. - SKIMMER FOR MAINTENANCE I WIiH LAMINATED PLASTIC OR RGENCY SPILLWAY z -4 2A3;5 2@5.v-2@5~~5 28~~0--- °zv--c~tv uNATFD PLasnc oR , COPYRIGHT 2008 ALL RIGHTS RESERVED
2. RIPRAP CHANNELS SHALL BE OVER-EXCAVATED RIPRAP i0 BE IMPERMEABLE GEOTEX7TLE PLACED FLUSH WITH PROPOSED CHANNEL GRADE. `~f,. FABRIC. SEE NOiE 5. aeLE cEOTExnLE SEED & MULCH PRINTED OR ELECTRONIC DRAWINGS AND SEE N01E 5, ~ EMBANKMENT
3. PREPARE SOIL BEFORE INSTALLING MA15 OR NETS, INCLUDING FLOATING SKIMMER APPLICATION OF LIME, FERTILIZER AND SEED. SKIMMER SIZE: E -~G'' DOCUMENTATION MAY NOT BE REPRODUCED.
4. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE NET OR ORIFICE SIZE.• F COMPACTED 'ACTED ` , s~x2'wxlz°D IN ANY FORM WITHOUT WRITTEN PERMISSION
MAT IN A 6° DEEP TRENCH. BACKFlLL AND COMPACT 1HE TRENCH MANUFACTURER: J.W. FAIRCL0IH & SONS SELECT FlLL AFTER STAPLING. CT FlLL 7 CLASS A STONE POROUS BAFFLE (TYP) 0`~ FROM LS3P ASSOCIATES LTD. r '~'=s EARTH BERM
CHANNEL SCHEDULE 5. ROLL CENTER MAT OR NET IN DIREC110N OF WATER FLOW ON 1EMPORARY OUTLET PIPE: PVC (SCH. 40) ' r IPE: PVC (SCH. 40) ®1.0~ SLOPE DIA E REVISIONS:
tioTroM SIDE SLQ°E CHANNEL CHANNEL PERM. TEMP. MIN. tMDTH DEPiH BOTIad ~ CHANNEL. BASIN INV EL = B EXCAVATE 18° DEEP PIT BELOW SKIMMER TO PREVENT IT FROM '
cNANNEL 1MDiN (F>T (N: v) cRAOE tENCTH uNRlc uNnlc F LINlNC ( (IN) 6. PLACE MAi OR NEi END OVER END (SHINGLE STYLE) WITH A 6" OVERLAP. USE DOUBLE ROW OF STAGGERED STAPLES 4" APART _ SEiIUNG IN MUD BOTTOM ELEV - A No. Description Date
i0 SECURE. ;:1s~a~::::5:::•~:w?;,;, 1 - 3:1 t0.J0% 155 LF CRASS SttL1NE11C 8 N A .":~?r<..<_<r. ;.,;.2;; .y.° m
~ Z FULL LENGTH EDGE OF MAT OR NET AT TOP SIDE SLOPES SHALL BE ANCHORED IN 6° DEEP TRENCH AFTER STAPLING. BASiN SECTION
8. MATS OR NETS SHALL BE OVERLAPPED 4° OVER THE CENTER Nrs
BLANKET AND STAPLED. 9. THE TERMINAL END OF THE MAT OR NET MUST BE ANCHa2ED IN
A 6" DEEP 1RENCH. BACKFlLL AND COMPACT THE TRENCH AFTER
STAPLING. TOP OF EMBANKMENT EMER. SPILLWAY SEDIMENT Pli
J J W/ PLASTIC
~ EMER. SPILLWAY CREST ~ i. INSPECT DEVICE AFTER EACH RAINFALL. REMOVE SE r DEPTH Of NO MORE THAN ONE-HALF THE HEIGHT I TAINFALL. REMOVE SEDIMENT WHEN SEDIMENT REACHES A 6F .y :-HALF THE HEIGHT OF THE RISER. REPAIR BAFFELS IF Ap
'f THEY ARE DAMAGED. ~ LINE EMERGENCY SPILLWAY 0 3.5 STAPLES/SY 3.8 STAPLES/SY
a W11H LAMINATED PLAS)1C OR 2. PULL SKIMMER TO SIDE OF BASIN WI1H ROPE AND I b USING 6", it GAUGE USING 6`, 11 GAUGE G IMPERMEABLE GEOIEXITLE HEAD, ORIFlCE AND PIPE FREE OF DEBRIS. REMOVE SIN WiH ROPE AND INSPECT REGULARLY KEEP SKIMMER PROJECT: 8401.074730 OF DEBRIS. REMOVE SEDIMENT FROM BENEATH SKIMMER WOVEN COIR FlBRE MESH PERSPECTIVE .VIEW
v % X X WiRE "U" STAPLES. o X X X WiRE `U" STAPLES. 20" USE B" STAPLES USE 8" STAPLES FABRIC. SEE NOTE 5. AND ENUSRE VEGETATION DOES NOT INTERFERE VWT ~ FOR LOOSE SGLS. ANCHO NETDNG i NOT INTERFERE VNTH SKIMMER OPERATION GEOTEXTiLE FABRIC DATE: 05.08.09
9 GAUGE STAPLES FOR LOOSE SOILS. IN A 6~ DEEP TRENCH EMERGENCY SPILLWAY SECTION 3. CHECK FABRIC LINED SPILLWAY FOR DAMAGE AND A X X X 9 GAUGE STAPLES Nis THAT SPANS THE FULL WIDTH OF THE SPILLWAY. OR HEAVIER IN 10° X % X X OR HEAVER IN ~ ' FOR DAMAGE AND MAKE ANY REPAIRS W11H FABRIC ATTACH TO i0P WIRE -+-HORIZONTAL POST OF THE SPILLWAY. TO PREVENT SAGGING. SET TOP OF FABRIC DRAWN BY: TN/RBT
HARD OR ROCKY Y0' HARD OR ROCKY 2' BELOW cRESr OF EMERGENCY CHECKED BY: JPK
sals. sons. ~ % % % CONSTRUC710N NOTES SPILLWAY
1. PLACE TEMPORARY SEOIMEN7 CONTROL MEASURES BELOW BASIN AS iNDI! 1ELOW BASIN AS INDICATED. CLEAR, GRUB AND WIRE ATTACHED TO
STRIP 1HE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND ROL VEGETATION AND ROOT MAT. REMOVE ALL TOP OF POSTS FENCE AND FABRIC NIC MATTER. TO EACH SIDE OF TRAP BURIED IN TRENCH
I~ 6.5' ~ ~ 6~ TEMPORARY LINER SURFACE SOILS CONTAINING HIGH AMOUTS OF ORGANIC MATTER. f~ SYNTHETIC MAT STAPLE PATTERN /f 2. PLACE OUTLET BARREL ON A FlRM, SMOOTH FOUNDAiION Of IMIRVOUS 4110N Of IMERVIOUS SOIL. DO NOT USE
A EXCELSIOR MAT STAPLE PATTERN NTS ,r ~ PERVIOUS MATERIAL SUCH AS SAND, GRAVEL OR CRUSHED S70NE AS BA PLACE FILL MAERIAL AROUND PIPE IN 4-fN LAYERS AND COMPACT 17 UN tUSHFD S70NE AS BACKFlLL AROUND PIPE.. 6'x6" TRENCH ~ AND COMPACT IT UNDER AND AROUND THE BAFFLE INSTALLATION - STEP ] BACKFlLLED AND ' a
N1S ~ / ~ PIPE 70 AT LEAST 90% OF THE STANDARD PROCTOR DENSITY CARE SHA MIN. W1D1H OF RIPRAP ~ y'; RAISE 1HE PIPE FROM FIRM CONTACT WITH IT5 FOUNDAiiON. 2 DENSITY CARE SHALL BE TAKEN TO NOT COMPACTED A ATE VDA110N.
MIN. WIDTH OF TEMP. LINER ~ _ , ' MANUFACNRER'S INSTRUCnorls. arracH SECTION AT OPENING IL
,s, i ~ ~ 3. ASSEMBLE THE SKIMMER IN ACCORDANCE WiTH THE MANUFACTURER'S IN9 r ~ z 1EMPORARY ~~r{~'{ .t„ ~DEP1H / ~ ~ ~ ~ SKIMMER TO BARREL PIPE WITH FLEXIBLE JOINT AND POSIiION THE SKiMb LINER R. ~ H„. ;~s ~ RIPRAP ~ ~ I I PIT. ATTACH A ROPE TO 1HE SKIMMER AND ANCHOR IT 70 THE SIDE a i POSITION THE SKIMMER OVER THE EXCAVATED )R IT 70 THE SIDE OF THE BASIN,
rY~.,.r... k's,, LINING ~ ~ r ( I iRUCNRAL SOIL, FREE OF ROOTS, VEGETATION, BAFFLE INSTALLA110N -STEP 2
BOTTOM WIDTH %I'-'- ~ -"r r 4. EMBANKMENT SHALL BE CONSTRUCTED OF CLEAN STRUCTURAL SaL, FR6 BOTTOM WIDTH FILTER » ~ r ROCKS & OTHER OBJECflONABLE MATERIAL. SCARIFY SURFACES BEFORE FABRIC ` IN 6-8 INCH LOOSE UFiS COMPACT TO A7 LEAST 90% OF THE STANDI f SURFACES BEFORE PLACING FILL. PLACE FlLL i~L 90X OF THE STANDARD PROCTOR DENSITY.
_ CHANNEL LI ER 5. UNE )HE ENTIRE EMERGENCY SPILLWAY W11H LAMINATED PLASTIC OR IMP. 17ED PLASTIC OR IMPERMEABLE GE07ExTiLE i. DRIVE STEEL FENCE POST AT LEAST 24'
n~ACC_r rnsn lgJAAlA1Cf RU RAC IINF~ CHANNEL ceRRrr ceRRrr cuerr RC WIt1G CNAIIG41 TA CA VCR TNC RATTAIL INl7 S r ndc annnu eun svncc nF nac sau i weV wrn ciu in rani Tun
VI\/11.1-LIIYLV VI IrII YIYLL NTS NTS AND EXTEND ONTO THE TOP OF THE DAM FOR ANCHORING IN A TRENCH. 10RING IN A TRENCH. THE EDGES SHALL BE Z WOOD POSTS ARE NOT ACCEPTABLE Ap-sk Arm prm
SECURED WITH B-IN STAPLES OR PINS THE FABRIC SHALL BE LONG EN THE SLOPE AND EXIT ONTO STABLE GROUND. THE WIDTH OF THE FABRIC C SHALL BE LONG ENOUGH TO EXTEND DOWN WIDTH OF THE FABRIC SHALL BE ONE POECE, 3. USE TIES f2" APARi'TO ATTACH FABRIC
NOT JOINED OR SPLICED. IF THE LENGTH OF THE FABRIC IS INSUMCIEN LENGTH OF THE SPILLWAY, MULAPLE SECTIONS, SPANNING THE COUPLE] ABRIC IS INSUFFICIENT FOR THE ENTIRE TO WIRE u 7u ANNING THE COMPLETE WIDTH, MAYBE USED. 4. BAFFLE SPACED AS PER APPROVED PLAN
THE UPPER SECTIONS SHALL OVERLAP THE LOWER SECTIONS SO WATER l FABRIC. SECURE THE UPPER EDGE AND SIDES OF THE FABRIC IN A THE IECTIONS SO WATER CANNOT FLOW UNDER THE fHE FABRIC IN A TRENCH WITH STAPLES OR
PINS.
SKIMMER SEDIMENT BASIN (NCDENR) N.T.S SOLUTIONS THROUGH LISTENING
CHANNEL SECTIONS N.rs. TEMPORARY SKIMMER SI
SERVICE BY DESIGN
1 2 3 4 5 CONSTRUCTION DOCUMENTS

ake County
25" R
s 2-D 1~8 R SURFACE OF i/2' d01NT SEALER 6-1~2 3 4° Mental l
GUTTER / 1/8" R. 1/8" 1/4° FENCE POST CAP S1EELfENCEP09T(TYP., Continu o ENCE POST CAP
SLAB REINFORGNG 6' GROOVE JOINT W/ i/8°
6" 10" " CONCRETE PAVEMENT SLAB d 4 RADII & JOINT SEALER 7 d i2" 12 18° R UPSTREAM END Care a sc OF STORM
s" 1 ~ DRAIN
7° - ' /
~F ~ J e tea, „ :~;;::x 2 0 a a TYPICAL CONTROL JOINT OVERFLOW Facility
2 6 CONIRACITON JOINT N>s -~--6" O.D. SCHEDULE -6' s~HE°ULE 4D 300 Merrell ®rrve
4" MIN. ABC REINFORCING SHALL 1/4° STEEL PIPE SECTION A-A - SECTION A-A " Nor PASS THRu STEEL PIPE
JOINT GROOVE JOINT W 1 8' 30" CURB & GU71ER (LJ~DOT) ~ ~ AGGREGATE BASE do/4 RADII & JOINT S~AL~R _ _ COURSE (ABC) N~ , . . Raleigh, C 27610 ,
A 1/B"R STANDARD VALLEY GUTTER F, ~ ' 6-1/a" LD. SCHEDULE 40 ~-COLOR. WARM GRA ® ~ 12' 6' $ TO MATCH METAL R -COLOR: WARM GRAY 1/3 of PIPE TO MATCH METAL ROOF -6. WAMEIER
PVC PIPE SURFACE OF 1/2" JO1Ni SEALER i..
GUTTER SCORE FULL WIDTH COMPACTED SUBGRADE 5 8° DIA x 16" LG SMOOTH SLIP DOWEL BARS ANCHOR PiPE IN 1/8" OF CURB AND GUTTER ~ EXPANSION JOINTS Ai 18" O.C., GREASED BOTH SIDES. CONCRETE PAVING CONCRETE f00TIN -ANCHOR PiPE IN ~ CONCRETE f00nNG
TYPICAL THICKENED EDGE Nrs TYPICAL CONSTRUCiTON JOINT 2' x 2' x 2'6" 2' x 2' x 2'6" s
6 _ 4-6" Nis ' .k'.. ~ 12 PLAN 2 0° i/2. ~ .e
1/8" RADII AND << • • JOINT FILLER iv 6° 1'-6" ~o JOINT SEALER I-) I I I-. " ' - I I-) I I- .•k
~ Qo CONCRETE PAVEMENT DIMENSIONS I - - 1• ';•,'•k - - = I I=111= ~ ~ ~,~~,Ah... -III-III- FlLTER FABRIC (SEE SpECIFlCAnoNS _ _ ~5 FOR REQUIREMENTS)
A-J 6:1 TAPER 24' CONC SLAB iHICKNESS, dC = 7" a ji - - - ~ i• • - - -III-I I i FILTER ~~,~E
1RANSVERSE EXPANSION JOiNT ABC THICKNESS dB 4" _ ~ I_) ~ a ~ REINFORCEMENT = 6x6-W2.9xW2.9 OINT FlLLER -I (-I • ~ k'" • ' " ~ I- WPE INLET
i/2" R a ~ OR, FlBER (SEE SPECS) ~ : • •s • ' . s 1'-6" FRONT NTS ' ` s' NOTES:
PLAN - I I-III-I - - I
1 8" R, STANDARD METHOD OF CATCH BASIN IN CORNER NOTES' - - - - - 9 / ENDING CURB AND GUTTER -I - I - I I-) I - ~ ws3,sfs , = 1. ALL OPEN STORM DRAIN PIPES SHALL BE PROTECTED AFTER STOPPAGE OF WORK
NOiES; i. ALL CONCRETE SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH ( - -III-I EACH DAY AS ILLUSTRATED. ACCUMULATED SEDIMENT SHALL BE REMOVED AND
-i I - - 12" OF 4000 PSI (ASTM C39). COMPACTED I _I (I_ ~ 6, 1. ALL CONCRETE SHALL 8E 3,000 P.S.J. EXPANSION JGNTS SUBGRADE 2• PROPERLY DISPOSED OF AND THE TRENCH BOTTOM REGRADED AND COMPACTED IN
„ 2. CONTRACTION JOINTS SHALL BE SPACED AT 15 FT O.C.EW. MAN. 2 CONTRACnON JOINTS SHALL BE SPACED AT 10' INTERVALS, SPACING MAY BE OR AS INDICATED ON THE PLAN. 2'-0" ACCORDANCE w/ SPECIFICAl10NS PRIOR TO CONTINUANCE OF LAYING PIPE.
;.her r ..,.,,,4 .;:...,.a -'1- ;:i'", ~ ~ 6 3 4° INCREASED TO 15' IF MACHINE IS USED. 4'_6" 4'_8" / 3. EXPANSION JOINTS SHALL BE SPACED AT 50 FT O.C.E.W. MAX. ®ES'~N
s ...::......:......._..,_......n..~.~..,:,:~.....,..,..,.. 3. CONTRACnON JOINTS SHALL BE INSTALLED BY THE USE OF TEMPLATES OR OR AS INDICATED ON THE PLAN AND WHERE CONCRETE PAVEMENT 2'-O" FORMED BY OTHER APPROVED METHODS. WHERE SUCH JOINTS ARE NOT FORMED ~ ABUTS ANY RIGD OBJECT. CiH Design, PA
BY TEMPLATES, A MINIMUM DEPTH OF 1-1/2' SHALL BE OBTAINED. ~ 400 Regency Fonsat Dr. Suite .120
4" MIN. ABC 4, EXPANSION JOINTS SHALL BE SPACED AT 90' MAX INTERVALS, AND 24° 8'1 TAPER ~ 6:1 TAPER 24" SEC110N A-A ADJACENT TO ALL RIGID OBJECTS. C&G C&G Cary, NC 27518 Phone: [phone]i8
24° CURB & GUTTER 5. ALL JOINT5 SHALL BE FlLLED WiiH JGNT FlLLER AND SEALER, PLAN Fax: [phone]
CATCH BASIN IN TANGENT
STANDARD CONCRETE CURB AND GUTTER N.rs CONCRETE PAVEMENT N.rx REMOVABLE BOLLARD ARD N.r.~ STONE FILTER INLET PROTECTION FOR STORM DRAIN UNDER CONSTRUCTION Nrs ~ y , ~x.4 ~~hf RA a~~;~,
~y3`~~~~~'~ia
HEAVY LIGHT FULL OVER- ~~~~~~~n~~~a~~ R~~£ .;£K~~Ra~~`9r
DUTY DUTY DEPTH LAY FlRELANE- POROUS PAVING SYSTEM `~1 z'~~"
/ TYPE 5-9.58 1.5-IN 2.5-IN 1.5-IN 1.5-IN JGNT SEALER SURFACE COURSE 5' MIN PROVIDE ONE (1) OF THREE PRODUCTS ~~yV~~~ ~ IT SEALER USTED OR AN APPROVED EQUAL ~ a ~i~~x~ s '
TYPE 1-19.58 2.5-IN - 3.0-IN - (SEE PLAN) ' 1- GRASS PAVE 2 8Y INVISIBLE ate' ' ALL SIGNS SHALL BE PROViDEO AND INSTALLED 1N STRUCTURES, INC. (1-800-233-1510) s~ z
BINDER COURSE. 1/8" RAD. ACCORDANCE W11H LATEST MANUAL ON UNIFORM TRAFFlC y,~ 6 2- HASTINGS CHECKER BLOCK BY ~ ~ s CONTROL DEIRCES, NCSBC AND ADA SPECIFlCATiONS ~~~,9 ~s ? RFACE OF PAVEMENT HASTINGS PAVERS 1 800-669-9284 ,1~;~ ~ yl~y~
C TYPE 8-25.08 - - - SLOPE 1 4' PER fi: 1/8° RAD• SURFACE OF PAVEMENT BASE COURSE 5.0-IN ,,;p,.,.•.,.4,.,, ;•q Q, .,•,Q.•,..•,.•.,.G; D ,.a.., o. .p D, AND REQUIREMENTS. ) „ ~ ~ 3- GRASSCREiE BY BOMANITE rs>rycr~i~y#zfs/
. , s • • e':. VAN CORPORATION (1-559-673-2411) ~(,pz fY
r:' f AGGREGATE _ _ ~ BASE COURSE 6-IN 6-1N 1/ ' • - . a . , RESERVED AC
s"~ s PROPOSED C&G q ~ COMPACTS R
< t ~ ~ SUBGRADE SECTION ViEW PLAIN BUTT JOINT TNT R7-8D VAN ACCESSIBLE ASPHALT PAVEMENT
3' s COMPACTED PER GEOTECHNICAL REPORT7ERRACON 6 9 2008. ASPHALT PAVEMENT- ~ , : '°E 3 : ' E ~ JGNT SEALER NOTE:. MAXIMUM PENALTY SHALL BE PER LATEST L3 ASST TES L .
R SURFACE OF GUTTER GENERAL NOTES: FINE AMOUNT AS SPECIFlED :NERAL NOTES er LOCAL AUTHORrnES. 434 FAYETTEVILLE STREET SUITE 1700
1/8° RAD. 1. A GROOVE JGNT 1' W11H i/8° RADII SHALL A GROOVE JOINT 1' DEEP , TH i/8° RADII SHALL BE - 'VAN ACCESSIBLE"
REQUIRED IN THE CONC ° SIDEWALK AT 5' INTERI iQU1RED IN THE CONCRETE F;7-8A - SIGN RALEIGH, NORTH CAROLINA 27601-1701 DEWALK AT 5'INiERVALS
N07ES ttII UNLESS INDICATED OTN -'1f-- JOINT FlLLER SEE SPECS FOR ADDITii TEL. [phone] FAX [phone] VLESS INDICATED OTHERWISE - SIGN R7-8 OR E SPECS FOR ADDITIONAL BOTTOM OF SIGN R7-8A WWW.LS3P.COM
i• SEE SPEGFlCA710NS FOR PROOFROWNG, JGNT SPAGNG REQUIR! COMPACTION & TESTING REQUIREMENTS TRANSVERSE EXPANSION JOINT NNT SPACING REQUIREMENTS R7-8 OR R7-8A
2. ONE 1/2' EXPANSIO ONE 1/2' EXPANSION JOINT
2. THE CONTRACTOR MAY CHOOSE TO INSTALL WiLI BE REQUIRED AT INTERMEDIATE COURSES OF PAVEMENT TO STABILIZE INTERVALS. LL BE REQUIRED AT 50' _ SIGN R7-8D IERVALS.
THE SiTE DURING CONSTRUCTION AT NO ADDITIONAL COST. THE ADEQUATE THICKNESS REQUIRED FOR INTERMEDIA1E SURFACE OF PAVEMENT 3. A 1/2" EXPANSION A 1/2" EXPANSION JOINT ,1111111111//
PAVING.. INCREASES IN THE DESIGN PAVEMENT SECflON WiLL BE REQUIRED WHE TO FACILITATE INTERMEDIATE PAVING SHALL BE STD. 4" SIDEWALK SLOPE 1/4° PER fT. 1/8" RAD. SIDEWALK JOINS ANY R LL BE REQUIRED WHERE THE CQ~D DEWALK JOINS ANY RIGID ° 1 1 l
PROVIDED AT NO ADDInONAL COSL STRUCTURE IRUCTURE, ~°o FLUSH CONCRETE ~ •II• ~//ice
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 4. ALL CONCRETE SHA! REPAIRING ANY DAMAGES TO SUBGRADE INSTALLED 3,000 P.S.I. W11H FlBER ALL CONCRETE SHALL BE GALV. STL. POST ~ ; ~ \O ~~`'-"ro••%-r 000 P.S.I. W!)H FlBER ti . • •s. _ J
BASE COURSE AND/OR INTERMEDIATE PAVING ip° REINFORCING. PRIOR TO PLAGNG SUBSEQUENT PAVEMENT LIF15 ' ` FlNISHED GRADE ~ ~ • . • 4 + " ~ 4 . 4 . - -
AT NO ADDInONAI COST. ' • ' COMPACTED `
4. 1HE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBGRADE 6°
PROTECTING PAVEMENT WRING ALL PHASES OF WORK. THE FlNAL SURFACE OF PAVEMENT SHALL 3' DEEP CONC COMPACTED SANDY s..•.•`a,\,\' FOOnNG NOTES GRAVEL ROADBASE ////~'r P, KL';\\`~\
BE FREE OF ALL DEFECTS OR DAMAGE. SECTION OF SIDEWALK ABUTTING PAVEMENT 1- SEE SHEET C-101 FOR FlRE LANE AND OVERFLOW PARKING DIMENSIONS //Illllllllll 2- INSTALL APPROVED SYSTEM ACCORDING 70 MANUFACTURER'S RECOMMENDAnONS ~'$Io9
3- CONCRETE SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH OF 4000 PSI (ASTM 39)
ASPHALT PAVEMENT SECTION DETAIL N.r.~ CONCRETE SIDEWALK N.r.~ N.r.~ ACCESSIBLE. PARKING SIGNAGE N°r~ GEO-GRID REINFORCED GRASS SURFACE PAVING N.T.S
EXPANSION JOIN E+6 ~ro ~ ®3 EQUAL SPACES
B ° SiD. S1EPS 40.66 NORMAL GUTTER U BARS "V° w STD. S1EPS X840.66 DEPRESSED GUTTER U 6
WELDED STUD TOP ELEV. OF SIORMWATER . i/2'-1' 8 B 'MIN, ~ ~ 3" i/2" 6~ 1/2"
~ ANCHORS 8" LG. ~ ~ ~s oR /sT WASHED sravE ° ~ -1 ~ PARKING AREA--~ ~ F; , ~ S 'c i e" MIN. A "MIN. MEMBERS OF THE AMERICAN lNS71TUTE OF ARCHiTEC i
(4"+4° ANCHORS „1 s <';; ,Max > . EXPANSION _ DIMENSIONS FOR DROP INLET r JGNT PIGGYBACK -8) ~ R ~ ° R ~ ~ COPYRIGHT 2008 ALL RIGHTS RESERVED
EXISRNG SLOPE z..-.,,..aR C&G GUTTER GJ C&G DIMENSIONS OF BO% rk PIPE ~ ,y,, ~ g _ I I . .
Y ~ " i'-9° 1'-9" VARIES CLASS 8 s''sy 3 6' Y 2" WEEP PEE SPAN WIDTH HEIGHT oESaT of sPx.l.wars RiP RAP p Q ~ : ° ~ ~ PRINTED OR ELEGTRONIC DRAWINGS AND G ELEVA110N
X HOLESX I Z 1 1 ~ DRAINAGE AREA MW. xtiR LENGTH 1:1 ~ M ~ ~ ~ ~H0 NG POST ON OF Li~ D A B H (ACRES) (Fi) # 8 = D NORMAL CURB AND GUTTER oN UGHi• GRADES ~ ~ DOCUMENTATION MAY NOT BE REPRODUCED , USE ON FIAT GRADES 2X AND UNDER
2 s.o SIDE VIEW ' a° MIN IN ANYFORM WITHOUT WRITTEN PERMISSION
tY 3'-0° 2'-0' 2'-8° 4 too END ELEVATION CURB ANO GUTTER WITH CATCH BASIN ON S1EEP GRADES S WHERE 30" TO 36` PIPE IS USED `c ' EXPANSION JOINT FROM LS3P ASSOCIATES LTD.
w GRATE & FRAME REMOVED 6 12.0 VARIES SEE STAKING PLAN / 15° 3'-0° 1. HEIGHT AND INDIH DETERMINED BY EYI§iMG SE TC ION-JJ PLAN OF TOP SLAB SEC110N-SS SIDE ELEVA T10N NORMAL GUTTER UNE
18° 3'-5° TOPOGRAPHY AND SEDIMENT STORAGE RE(NXRED. PLAN VIEW FRAME & GRATE 3/8"DIA.x 8"LG. 24° 4'-0° 2 RIP RAP To BE KEYED INTO THE DAM FGR SECTION-MM DEPRESSED GUTTER UNE REVISIONS:
STANDARD: VULCAN-4870-i WELDED PIGGYBAG( 30° 3'-0° 2'-0' 4'-3° ExlsnNC SLOPE sraBluzAnoN. aARS °v° No. Description Date ®3 EQUAL SPACES
OR APPROVED EQUAL 4'-0" 3'_O" STUD ANCHORS 3. MAXIMUM SPACING OF DAMS SHALL PLACE THE TOE-OFiHE UPSTREAM DAMAT 1NE SAME 6' ,~8 BARS °W
°y. a VARIES ELEVAnON AS THE TOP Oi THE 3° i" --I 3° 3' 3° ~ DONNSiREAMDAM.
° DIMENSIONS FOR CHANNELS 4. USE NCOOi LASS B STONE AND UNE 7NE WIDTW i~ ~ GJRB) 6 :e A . • • 6" g" B 8" 1/2' - 1' , , UPSTREAM SIDE OF DAME INiH NCDOT /5 OR z
N0. SDE LENGTH TOTAL ~~_xEYED RIP RAP ~7 STONE 6' MIN. UN. fT ~ ~ SIDEWALK (FLU N17H GUTTER ELEV)
S n '0 n ~ 2 3x41" 4' 0° 8'-0° OR 7 WASHED STONE 4" a } F M a 9: M ELEVATION
L M ` 'i..~-.~• l5 ~ 2' oEfECrAe~E • 2 3'x4.1° 2'-8" 5'-0° ' wARwNC ooL1ES 1~A1L %.I NORMAL CURB AND GUTTER ON S1EE~ GRADES 6 E-I~~`4 BARS "U" '.F ' ~ USE ON GRADES OVER 2X
T SEC110N-RR --°EXPANSION JOINTS---
n ,T ExPavsloN ~ SEE NOTE ~2 DOWEL ~ FRONT VIEW _ ~ ~ 6" -4'-s" 4=6=
~,~,ON-YY N CONTRACTION JGNT SECTiON-XX n EXISRNC SLOPE JGNT
STEP SEQUENCE SEC110N VIEW 39~/e" PROJECT: 8401.014730 PLAN ~ ~I' s - s° DATE: 05.08.09
~ NOES 2'%4
1.DEIECTABLE WARNING DOMES SHALL COVER 2'-0" LENGTH ANO FULL W1D1H OF 1HE 2 ~ DRAWN BY: TN/RBT
T TEMPORARY CHECK DAM N,L~ RAMP FLOOR AS SHOWN ON THE DETAILS. T n n o 41~'B" , ~4 BAR 2. THE RAMP MAY BE YELLOW IN COLOR OR ANY COLOR W17H A 70% CONTRAST RAilO. N FRAME, GRATE & HOOD a SEE SiD. NO. 840.03 I CHECKED BY: JPK
M! ~ N ~ n N N N N N h 39~" 3. REFER TO NCDOi STANDARD DETAIL 848D05 FOR ADDITIONAL INFORMATION. BACK OF CURB ~ ~ ,
COPING ANCHOR AS ~ 20" 4. RAMP SHALL HAVE BRUSHED SLIP RESISTANT SURFACE. X B ~ 'SECTION- YY
6" REQUIRED BY MANUFACTURER r SLOPE CAST STONE COPING 2" ~ 3/8" DRIP BRICK S. ALL CONCRETE SHALL BE 3,000 P.S.I. WiTH FIBER REINFORCING. I B" a° y A Y
~ 37/4" DOWEL TO MATCH BLDG. 6.ONE 1/2" EXPANSION JOINT WIL! BE REQUIRED A7 50' INTERVALS. 5 , SEE ARCHITECTURAL PLANS 4 42" CONCRETE FlLLED CMU ~ ( ~
l4 18° NOM. 0 j° B `
MULCH 1/2° EXPANSION JOINT W A W+A+9" X B ~ ~ Fe S' FQ ~ ~ II I ~ DE RAMP WIDTH AREA 5' 0.0' 6.8' 5.8' S.0'° ~L . , ~ i -y-- X
e 2 E. IS VARIABLE 6' 0.0' 6.8' 6.8' 6.0'"" GENERAL NOTES ~ ~ ® ® 0 ~ ® 0.45 R 8' 0.0' 8.8' Z3' 6.5'et tD SEC110N-XX GENERAL NOTES T
1. CLASS "B° CONCRETE 70 BE USED THROUGHOUT: ~?J - ~ 0 0 0 5' 2.0 7.8' Z8' 5.0' 9 : ~ ® 0 ® 0 ® 0.02'R 5' 25' d3' di' 4.8' 1. MORTOR JOINTS 1/2" TO 1/8' THICK. 2. CLASS °B' CONCRETE TO BE USED 1HROUGHOUT.
2. OPnGVAt CGVSTRUCTION -MONOLITHIC POUR, 2" KEYWAY, OR ~4 BAR DOWELS AT 92" CENTER, AS DIRECTED ¢ ° 5' 3.0' 8.8' d3' 4.4' BY THE DESIGNER. ~£A 3 CLEAR 0 0 0 8 0 0 MINIMUM DIMENSIONS AND QUANnnES FOR BRICK CATCH BASIN 3. THE POURING OF FLOORSLAB TO BE ACCOMPLISHED BY FORMING. 4. DEDUCT FOR PIPE'S) FROM TOTAL CU. YARDS OF BRICK MASONRY.
5' 35' 9.3' d4' 4.1' 3• TWO 2" PIPE WEEP HGfS ro BE PLACED AS GRECTEO BY DESIGNER. ~ ~Y \ , , ' N ® c0 ~ 00 00 00 5' 4.0' 9.8' b.6' 3.8' DIMENSIONS OF dOX AND PIPE COVER 5. ALL CATCH BASINS OVER 3'-6' IN DEPTH 1D BE PROVIDED iNTH S1EPS 1'-2'
4. FORMS ARE i0 BE USED FOR 1HE CONSTRUCTION OF THE BOTTOM SLAB. • 1 k 5' 4.5' 10.3' 8.T 3.4' "''~~-CONTINUOUS ~'4 REBAR 5' S.0' 10.8' 8.9' 3.1' 5. IF REINFORCED CONCRETE PIPE IS SEi IN BASE SLAB G" BOX, ADD TO BASE AS SHOWN ON N.C.D.O.L STANDARD f ""<::I' • ~ ~ ® ~ ~ 0.9" 0.4' 2.35' , PIPE SPAN N9DTH WIDTH SPAN HEIGH HEIGH DIMENSION BARS-U BARS-V BARS-W TOTAL ON CENTER. S1EPS SHALL BE IN ACCORDANCE W11H SiD. N0. 840.66. D A B C G MIN H H2 E F N0. G N0. G NO. NG LBS. 6. USE TYPE "E", "F" AND 'G" GRATES UNLESS OTHERWISE INDICATED.
d40. 00. flv naonrt w 10 v.t,. -1 r- 7 3000 PSI CONCRETE 20• 8 = x-(A+9') i[ 1) -u [ [ - JUMHU HHIGK WILL Ht PhI M1I ItU. GUNGHt It HNIGK ON 4` SUUV GUNGNt It 15' 3'-0" 2'-2" - - 2'-6" - - - - - - - - - - BLOCKS MAY BE USED IN LIEU OF CLAY BRICK. 004% 1
6. A STONE DRAIN CONSISTING OF 1 CUBIC FOOT OF NO. 78M STONE CONTAINED IN A BAG OF POROUS FABRIC 16:: ? j B = DISTANCE FROM FRONT EDGE OF SHALL BE PLACED AT EACH WEEP HOLE 7- SIDEWALK TO BACK POINT OF COMPACTED i PRECAST 12.1 (8.33%) SLOPE. 18° - - Z-10 - - - - - - - - - - 8. IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OR BOX, ADD TO BASE
7. ALL DROP INLETS OVER X-6" IN DEPTH TO BE PRONDED WITH STEPS 1'-2" ON CENTERS STEPS SHALL BE SUBGRADE 4CLASS •8• • BACK OF SIDEWALK DROP REQUIRED IN ACCORDANCE WITH N.C.D.O.T. STANDARD 840.66. CONCRETE FOR ALL SIDEWALK SLOPES. - ma'02 Z 24' - - 3'-2" - - - - - - - - - - AS SHOWN ON NCDOT STD. NO. 840.00. 30' X-4" 3'-4" 1'-10' 4'-4' 4 1'-6" 3 4'-i" 3 4'-1" 45 g, FOR 8'-0' IN HEIGHT OR LESS, USE 8" WALLS. OVER 8'-0" IN HIGHT, USE 12° WALL 36' 3'-10' - 3'-8" 2'-4" 4'-4° 4 2;-0' 4 4'-1" 3 4'-1" 49 TO 6'-0" FROM TOP OF WALL AND 8" WALL FOR THE REMAINING 6'-0".
SEC110N THRU SEAT WALL WARNING DOMES BACK OF SIDEWALK DROP REQUIRED FOR SIDEWALK SLOPE 0.04. 42' - 4'-5" 4'-4" VAR. 2'-1" 3'-6' 4 1'-9" 3 3'-3° 3 X-3° 38 QUALITIES TO BE ADJUSTED ACCORDINGLY.
48" - 5'-0" 4'-10 2'-8" 3'-6' 4 24 3'-3" 3 3'-3" 40 54' 3'-0" 2'-2` - 5'-7" 5'-4` 3'-3" 3'-6° 4 -0" 6 3'-3° 3 3'-3' 48
STANDARD DROP INLET (NCDOT) N•ra SEAT WALL N. ACCESSIBLE PARKING CURS RAMPS N.T.s
rs. STANDARD CONCRETE CATCH BASIN N.T.s SOLUTIONS THROUGH LISTENING
SERVICE BY DESIGN
1 2 3 4 5 CONSTRUCTION DOCUMENTS

i
Wake Co
THRUST COLLAR „C„ ~n}^'
FINISHED GRADE PROPERTY `d
~ LINE MINIMUM 36" HORIZONTAL CLEARANCE . FROM ANY OBJECT.
onti
FIRE HYDRANT, PUMPER NOZZLE TO
BE POINTED TOWARDS FIRE TRUCK ACCESS. Care ices
NEW ASPHALT SURFACE COARSE
2" MINIMUM ° EXISTING PAVEMENT EXISTING PAVEMENT /e%°•i:::•!::~ :•:;i ~a~::•: TRAFFIC FLANGE BETWEEN " , 0 2" - 6" ABOVE GRADE Facility
" `•.~.•3."•^A~::t~•~ UNDISTURBED SOIL 5• STDRZ "DZZLE 300 Merrell rive
SIDEWALK CURB AND GUTTER PAVEMENT
EXISTING BACKFILL • +::e'°~~"w' 32" Raleigh, NC 27610
z_ ® ~ VALVE BOX 6" GATE VALVE "X" BAR UNDISTURBED SOIL "DOpo .Qo
UNDISTURBED SOIL m COMPACTED BACKFILL 18" °ij s :y~:°, wY D o°
COMPACTED FILL I CONC. THRUST N TAMPED IN 6" LIFTS IN 6" LIFTS ~ ) BLOCK
PIPE • ~
.6" M N. A PI GROUND LINE I BR NCH PE .3.J - - ID LINE 1 5~8" y;; r . cw ; °s:rf • ~M
•tt' MAIN 2 N022LE W/ rs v P, e:• ::A~; e'. . A4.1' h /Rica>,,.,
REFER TO W-3 STANDARD r • . ;1' °:ae
NOTES, ON . I 3/4" HOT DIPPED RALEIGH .~,e'..,r"p a • » e;?~:.x..'.7r"~ o THREADS SEE t. » r; .i ~:a'~;~ •~i's;. "•.h....
t. The avement cut shall be defined b astral ht ed e C C SETTNG SLAB 1'_ P y 9 9 ALVANIZED BRIDLE and cut with an approved saw cut machine. 1'-3"X 1'-3"x 4" THICK DETAIL W-6" , _'a. ~+•oc • a'"r•..r. Do°°o
2. The trench subgrade material shill be bockfilled ROD MAY BE COUPLED ~iMINIMUM SIDE 3000 P.S.I. CONCRETE ONCE. with suiiable material and compacted to a density 6" OF #67 STONE 6" .D. OF PIPE 6" CLEARANCE THRUST BLOCKING 3" MIN. "Y" BAR 3" MIN. CLEARANCE .B" CLEARANCE
of at least 959 of that obtained by compacting o WHEN ROCK 7 CU. FT. CRUSHED REINFORgNG REQUIREMENTS
sample of the material in accordance with AASHTO OR WATER IS NOTES: STONE MIN. NDISTURBED EARTH. T-99 as modlf(ed by NCDOT. ENCOUNTERED ID. PPE RFB,W 5@ X BAR IENBIB BM fk701T Y BAR IEN8R1 Y BAR tlF14MI x0. REganED £ 3~,'; s 4 , s s 8' - JY A 7-7+ Q0. PPE LOi3 LBS/}T I'-0' 1.1 IBS. FAfAI %-2A w12
3, The final 1' of fill shall consist of ABC t. FlRE HYDRANT SHALL BE AS MANUFACTURED: MUELLER, AMERICAN DARLING, KENNEDY, M & H, material compacted to a density equal to 1009 WATEROUS, GLOW, EAST JORDAN IRON WORKS, OR US PIPE. - AB° t P•~. PB s-B•A D.D. PPE t.A08 U6/PT 1'-3' to 18S ENtlI R-24 wlE
of that obtained by compacting a sample of the 2. BRANCH PIPE SHALL BE DUCTILE IRON AWWA C150-96. THRUST COLLAR AND THRUST SCHEDULE
material in accordance with AASHTO T-80 as 3. 6" GATE VALVE SHALL BE AWWA C500-86 OPEN LEFT. modified by NCDOT. ux PPE 'a' °e° •o-e•-ir, a7-2t. w'-M. ee' s• - x° r-r r>r r s° r
4. the entire thickness/ vertical edge of cut NOTES, 4. STEEL RODS AND BOLTS SHALL BE 3/4" HOT DIPPED GALVANIZED.
shall be tacked. 1. Trenches requiring shoring and bracing, dimensions shall be 5. FlRE HYDRANTS WILL BE INSTALLED IN TRUE VERTICAL POSTION. 5. The same depth of pavement material whidi exists taken from the inside face of the shoring and bracing. 6. RODS SHALL NOT BE COUPLED MORE THAN ONCE. IF THE LENGTH FROM THE VALVE TO THE NOTES CLH IkBlyllo PA
shall be reinstalled, but in no case shall HYDRANT EXCEEDS 20FT, THEN A MECHANICAL RESTRAINING GLAND WITH A REBAR CAGE the asphalt be Tess than 2" thlde. 2. No rocks or boulders 4" or SHALL BE INSTALLED NO MORE THAN LOFT FROM HYDRANT AND POURED IN CONCRETE. 400 Regency Fomat Dr t. SEE STANDARD DETAIL W-9 FOR THRUST BLOCK LOCATIONS SU9fe !20
6. The asphalt pavement material doll be installed larger to be used in backfill, 7. FlRE HYDRANTS TO BE LOCATED IN ROW OR 2 FOOT EASEMENT ADJACENT TO ROW. and compacted thoroughly with ° ~nooth drum roller Cary, NC 27518 coNCRETE eE 3000 aS AND maNST Phone: 999.d 99.8716
to achieve a smooth level patch. 3. All backf(II material shall be 3. REINFORgNG BARS SHALL BE DEFORMED AND TIED TOGETHER. Fax: [phone]
7. Refer to Clty of Raleigh standards for suitable native material irerchea and pipe bedding, W-3. 4. Backfill shall be tam ed in 6" 4. TRENCH BOTTOM WID1H IN VICINITY OF THRUST BLOCK INSTALLATION SHALL ~ 7HE MINIMUM WITH AS SHOWN ON STANDARD OETAA. W-3.
for additional details. CITY OF RALEIGH P CITY OF RALEIGH CITY OF RALEIGH B. Na Hand Patching allowed. IiftS. ANYTIME SITE WORK, CONSTRUC110N, ROAD WORK, .CITY OF RALEIGH s. eACKFTLL TA?a~ED IN s' uFrs rER CITY AF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES oR ANY OTHER woRK cHANCes THE GRADE of DEPARTMENT OF PUBLIC UTILITIES 9. Pavement cuts within NCDOT ROW 5. Achieve 95% compaction in THE FlRE HYDRANT, 'THE PERSON RESPONSIBLE DEPARTMENT OF PUBLIC UTILITIES.., sTANDARD DETUL W-a. DEPARTMENT OF PUBLIC UTILITIES 8. THRUST COLLAR MUST BE FACTORY
fall conform to the approved STANDARD ASPHALT backfill. TRENCH BOTTOM DIMENSIONS & BACKFlLLING FOR THE WORK IS RESPONSIVE FOR ADJUSTR•1G STANDARD FIRE HYDRANT on site encroachment permit. PAVEMENT PATCH DETAIL REQUIREMENTS FOR DUCTILE IRON TPIE FlRE HYDRANT TO STAY WnHIN COMPLIANCE. INSTALLATION DETAIL STANDARD .fIRE HYDRANT WITH. wa.DED oN eoTH sroES ALaNC eoTH THRUST BLOCKING DESIGN DATA ~y~~y;,,E~~~j~~, „ EDGES OF COLLAR ARWND gRCUMFERENCE. FOR WATER MAINS 5~~~ys~
DWG, NO. REVISIONS DATE REVISIONS DATE DWG. NO. REVISIONS DATE REVISIONS DATE DWG, N0. REVISIONS DATE REVISIONS DATE DWG. N0. REV 5 STORZ PUMPER NOZZLE ~~~~~a~~~~'~r DWG. N0. REVISIONS DAIS REVISIONS DATE DWG. N0. REVISIONS DATE RENSIONS DATE E~~ f~~.~r~.
1 -1- 3-i-87 RRH -31-0 ABB a-s-oa W-2 RRH -31-00 - - W-3 - - _ W-4 W-5 RRH -21-00 y'~ ;5::~r~~ n
ABB -15 0 W-5 RRH 3-31-0 W-~ ~ y4~y %e i~~k~k 5 .
REACTION BEARING AREAS FOR HORIZONTAL WATER PIPE BENDS W Q to A:''v,~ . POTABLE WATER REUSE WATER ~ fy
N BASED ON TEST PRESSURE OF 200 P.S.I. o f17~ ~m0 1d'°A •'d• • " CENTERLINE OF r ~n~`
Z ~ ALL AREAS gVEN IN SQUARE FEET. ~ U ~~N r, ~d. " J - ~ >MAIN & MARKER CENTERLINE OF. S~ ~ 5 iYGly"C MAIN & MARKER ~sY~ss~%s~y~
m ~Osl ~a;.'d'. e Q Q O QO M~ N
alp ..d:.•.s~.
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W P... • ....1~• ~ J ~ 0 / Q Q v " of ..4; ~~'.•4', w vi 4'-6" MARKER q'_6^ PLASTIC ' ~ . o:. ° ~ MARKER
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Z ...e.d•a.... a OWO ~ ^f 'P:.~.• lV J O ~ v 00 Nf~~mF "a'~ ~ m m ~ m ~ w ° ti ~ ~e o 0 00 0 00 ~eoo ~ oo e' 00 Q~oo J~ o 0 0• ' ..o . ' • • • ~ z S3P SSIA L a• w o TOP OF GRADE
~ m 8 - ,r o ~ ~ TOP OF .GRADE
••!•o'a~ • ° 6 N ~ ~ ~ ~ ° ~ 434 FAYETTEVlLLE STREET SUITE 1700
~ ~ 111 4° 1,108 1 1 1 1 1 1 2 1 %4 z z z z 2,-6" 12" HOLE 2'-6" 12" HOLE RALEIGH, NORTH CAROLINA 27601.1701 a ~ FILLED WI1H
W ~ !.a aJc,~ 22 1/~' 2,207 1 2 2 1 1 1 3 1 t ~ m a v ~ CONCRETE FILLED .WITH TEL. [phone] FAX [phone] cD w r CONCRETE
~ _ ~;.o,•,; 1 c 45 4,328 2 3 3 1 1 2 5 1 o f z Z ~ ~ ~ ~ WWW.LS3P.COM
d Q - (,e•~.,• y..0.a Q 90 7,996 2 4 5 1 1 2 6 1 QZ ~ ; 0' ` , v>a 3 1 eo - .;4' Z PLUG 5,655 2 3 4 1 1 2 6 1 ~ O U L ~ w ° °w.~-avai ~ o. a o rn
N~ U~ W z° N ~ w t Q~ Z ° _ m W B ~ z - o: ~ ? ooaw z j y o W~ z
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-I 90° 14,215 4 8 9 2 2 4 15 2 I ~ t m: m ~°3 Jtn nom'- ~W ~ ~ eh~~MlD ~ m m ~ O ~ " % I
t° PLUG `10,053 3 5 6 2 2 3 10 1 Z ~ o 0_ ~ w U Q ~ I-' n Q?~ m Z ZH Y w° Ua a H J - -
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a ~ ~ m 11 1/4° 4,433 2 3 3 1 1 2 5 1 ~ d P w~ il d o w~ w ~ o ~ o WATER MAIN REUSE ~'v ~ N r ~ i f~ m o o 'z ~ WATER MAIN ',9 ~ ~ Q
1=- ~ ; a 22 1/~ .8,826 3 5 6 2 2 3 9 1 v ~ 3 ~ p _ ~ a a 45° 17,312 5 9 11 3 3 5 18 2 o I- w o m
I- w o j4°. U Q to Q~ a v °a ~ o a a ~ ~ NOTES ~i~~~~~ P•I IKj11,~~~ N o 1. POTABLE WATER MARKER TO BE BLUE IN COLOR. .~IS'Oq
~ G., o x a v, 90 31,983 8 16 19 4 4 8 32 4 4, a,; Z g~~ ~ m LL o~ PLUG 22,619 6 12 14 3 3 6 23 3 N m DD ~ N ~ o W w 2. POTABLE WATER MARKER TO BE LABELED
O ~ 4 ~ » °z ~ ~ a ~ "RALEIGH WATER".
m U d~~o~Z~, 1114° 7,881 2 4 g 1 1 2 8 1 Q ~ o ~ ~ 3. REUSE WATER MARKER TO BE PURPLE IN COLOR.
~ ~yW~~+Z~~~yj+Wgo~~I,a~~ 221/ 15,691 4 8 10 2 2 4 16 2 ~ d"',•6, 's° W N ° ~ ~ 4, REUSE WATER MARKER TO BE LABELED d•a'~.6• Z
\ ~ ~5~~~&U1 am=z 45 30,779 8 16 19 4 4 8 31 4 3 ~ N ~ "RALEIGH REUSE WATER".
Z_ ~~~~z~Q~~~~~~ 90° 56,861 15 29 35 8 8 15 57 6 ~ ~q•.~ :9 0 5. TO BE SPACED EVERY 300 FEET ON EACH
°z~Nm~,"T~na~$vT~,m PLUG 40,213 10 21 25 5 5 10 41 5 J= ~~a'' .4 W JO ~ Q • SIDE OF ROADWAY OR TRENCH. 5. MARKERS TO BE ROUND AND 4" IN DIAMETER
I~ CITY OF RALEIGH • ~ CITY OF RALEIGH REACDON BEARING AREAS ARE IN SQUARE FEET CITY OF RALEIGH ° ° z w CITY OF RALEIGH CITY OF RALEIGH
° e• MEASURED IN A VERTICAL PLANE IN THE F I Q Z p DEPARTMENT OF PUBLIC UTILITIES - 4'.'••:. • a . DEPARTMENT OF PUBLIC UTILITIES TRENCH SIDE AT AN ANGLE OF 90 °TO THE THRUST DEPARTMENT OF PUBLIC UTILITIES ~ 3 x ~ a z _z ~a z DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UilU11ES
~y'••Q•.~:~et• VECTOR, O:W W-OWJ "~~.R+.~.'.° f STANDARD THRUST BLOCK INSTALLATION _ . •o o usE s" - so° BEND VALUE FOR HYDRANTS FOR THRUST BLOCKING DESIGN F ~ ~-,a:ca ~ •R..••ps~~ ~ STANDARD MAIN & VALVE MARKERS MEMBERS OFTHEAMERICANINSTITUTEOFARCHITEC STANDARD VERTICAL BEND FoR POTABLE & REUSE WATER
FOR VALVES AND DEAD END MAINS - ' STANDARD THRUST BLOCKING VIEWS • ADDrnoNAL sAFETY FACTOR. QUANTITY TABLE _ oV• IN EASEMENTS
DWG, N0. REVISIONS DATE REVISIONS DATE .9•.v DWG. NO. REVISIONS DATE REVISIONS DATE DWG. N0. REVISIONS DATE REVISIONS DATE DWG. NO. REV W_$ Y.C.A. - - D.W.C. 9-7-99 - - RRH -31-0 .W.C. -23-9 AI DWG. N0. REVISIONS DATE REVISIONS DATE DWG. N0. REVISIONS DATE REVISIONS DATE COPYRIGHT 2008 ALL RIGHTS RESERVED
6-92 3-31-0 W-9 W-~~ W-~2 W-12 ABB 4-6-0 W_13 - - RRH -31-0 .W.. 9-7-9 PRINTED OR ELECTRONIC DRAWINGS AND
APPROVED METHOD FOR EXTENSION OF VALVE BOX NOTE: 2'z 7z 6" CONCRETE PAD REQUIRED ON ALL VALVES. W0: x NO PRECAST C~JCRETE DOUGHNUT ALLOWED. > W i~ w ~ DOCUMENTATOON MAY NOT BE REPRODUCEG
GATE/TAPPING VALVE 4 : d : • • • • o ~ W z ~ z Y OPEN END IN ANY FORM WITHOUT WRITTEN PERMISSION z ~ o o NON SHRINKING
~ x „ z Z " ~ GROUT CLEANOUT FROM LS3P ASSOCIATES LTD.
SEE STANDARD W-18 •e ' D • CAST DATE ~ o a W x D D =W FOR COVER DETAILS. a , d ' ArER • ; p 2~ ¢ ~ 3 a APEN END
i ~N o ~ NON SHRINKING ~ CLEANOUT il ° ~ ~ REVISIONS:
v. D. .•o Q: 'd' ~Wa . •a. ' ' . o.. o• ~ ~ ~ Manuf ct rer o m w M 3 GROUT No. Description Date
SERVICE LINE TEE
' o o STANDARD VALVE BOX > ' MO~DAY~YR Z Ise d • • v ° 5~a TOP SECTION TO BE ~2~--~ ~ B~ • ~E MANHOLE WALL
4 p. ,'4'' ° ° DOMESTIC CIOSS 35 N 3 Q• ~ 80 LBS. HEAVY WEIGHT CASTING. Q ~ .pP ° W • t:
. ' ~ • •p n ' PAVEMENT - G•'v J N
a.•Q ...t ~ Q z o • i ~ ° TEEL STRAP 6" 6" " . z rn Q 3
.r.f d:~D ,'6'j~.~ 0 •':.^ti ~.r;, VALVE BOX ':•:j,,..•.; y^ o 1 ^ o ~ o ° DOWNSPOUT -~-DOWNSPOUT
TOP VIEW ''~~'~4:'' covER *:+''4•' W v ~ „ ~ F ~ ~ ro m °w ¢ STRAPS 3' MAX a
. 1~ _ ~ . b ~ ° a ~ . ~ STRAPS 3' MAX o~ z°. z
VALVE ~ ? z m z BOX PLAN VIEW BOTTOM VIEW 3 n. ~ ~ ~ o za moo, a 1 WIDTH 1/8"
3000 PSI SOLID CONCRETE USE 5" SOIL PIPE ~ ~ ° W ~ J ~ .SHALL BE USED AS FOOTING FOR FOR EXTENSIONS a °a ~ W a ~ ~ o MANHOLE WALL-~-'.•a' THICKNESS PROJECT: 8401-074730 rri w ° > ~ o 6" STEEL STRAP
DUCTILE IRON PIPE. j', ; 7 ~ W f Q o: a a ~ ° 90° BEND „ ATTACHED WITH DATE: 05.08.09
o! o ~ o 0 VALVE TAMPED °z ~ ~ a ~ ~ 0 0 ° ~ ~ W ~ 6 ANCHOR BOLTS
BACKFILL' ' ~ ~ o r7.. FLANGE m N ~ o! M ° m rn m ~ Z ' ' ; TO THE MANHOL DRAWN BY: TN / RBT WALL z ~ ~ CHECKED BY: JPK
M.J. FITTING $ 90' BEND
p a;d. 'i
'0 • A • . D EXIS NG A , e" Z A• :a A ..;0 0 o W R ALVE a W 3NZ
.Q, ATE ~ a o ~ •'e MAIN
a• • .D• . .Q• M N 0 0 4" W A a'.~v ~ MAIN N Q o 3 ~ ~ Q LINE MAII ~ o: ~o ; LINE ,
r STAB-IN C.I. OR ~ ~ ~ ,a~: . o ~ o ~ ~z 1T
''Q:• v•o r D.I. PIPE GASKET a',: • • o_ W > F aLL? za
D' v: , a BACKFILL Note 1 - 'Water Lettering must be 1° 0_ g m 5" Ralaed (Recessed Flush) C ~ ~ TAPPING SLEEVE NOTES: Note 2 -Valve Cover shall be ~ o o ~
5 t/Y-5 5/6' t) VALVE BOX NOT TO CONTACT WATER Z" domestically cast. Z W O U MAIN 5 Note 3 -Cover must have a m,mmum W ~ ~ ~ W ~ m NOTES:
SIDE VIEW 2) ALL 1RAFFlC CASTINGS MUST BE CLASS 16 weight of 25 pounds. N d m 35 OR GREATER. Note 4 - Cover must ba class 35 err Q 0_ 1. PIPING CONFIGURATION. TO BE USED
3) FOR ANY VALVES OVER f0' DEEP, A SECTION VIEW greater. VALVE STEM EXTENSION MUST eE USED TO Note 5 -Cover must meet or exceed ON ALL DROPS OVER 30";
BRING TO A DEPTH OF NO MORE THAN 5'. „ 2 DROPS TO BF CONSiRI1CTFD OF A.A.S.
NUItS. 4 TOTAL VALVE Box WEIGHT. MINIMUM OF ~ P.V.C. OR D.I.P. PIPE. '03
1. CONCRETE SHALL NOT CONTACT STANDARD VALVE BOX BOTTOM SEC110N 65 LBS N BOLTS OR ENDS OF MECHANICAL N 3. SERVICE LINE MAY NOT ENTER MANHOLE THROUGH CONE SECTION OR ITS JOINT.
JOINT FITTINGS. CITY OF RALEIGH CITY OF RALEIGH CITY OF RALEIGH z cl, CITY OF RALEIGH
2. SEE STANDARD REACTION BLOCK TABLES, W-10 AND W-11 FOR DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES Q I DEPARTMENT OF PUBLIC UTILITIES
AREA OF CONCRETE REQUIRED. 4 - 24 STANDARD TAPPING 6 7 VALVE BOX INSTALLATION 5 1/4 Valve Box Drop Lid .6'-6' TEMPORARY WATER MAIN
SLEEVE AND VALVE ASSEMBLY 7 6 6-6 2 AND EXTENSION DETAIL 4" Skirt BLOW OFF ASSEMBLY
DWG. N0. REVISIONS DATE REVISIONS DATE 10 14._ne DWG. N0. REVISIONS DATE REVISIONS DATE DWG. N0. REVISIONS DATE REVISIONS DATE DWG. N0. REV 3-1%7 D.W.C. - - Y.C.A. 2-31- 1 RRH -31-0 AB8 -12-0 D. DWG. N0. REVISIONS DATE REVISIONS DATE SOLUTIONS THROUGH LISTENING
W-14 112-31-911 RRH -31-0 W-17 D.W.C. 9-7-99 • W-16 W-21 F W-21 D.W.C. 12-28-99 A.B.B. -12-o STANDARD INSIDE DROP FOR SANITARY SEWER SERVICE N.T.S. RRH 13-31-001 1 SERVICE BY DESIGN
1 2 3 4 5 CONSTRUCTION DOCUMENTS

m 0 W m NEW MANHOLES USE AN APPROVID BINMINWS I--T2 BARS AT 8' CTS TS° Wake onfy
Z BILL OF MATERIAL FOR 4' MANHOLE ° ~ tai ~ ~ Ut Q SEE C.O.R. STANDARD 5-25 THE TOP OF THE CONE~SECRBIXJ TO POViDE
O a a W ° 4 TYP. 4 ~ FOR- MANHOLE FRAME AND COVER A WATER RGHT SEAL ~ BAR s~ LENGTH N0. wr. tBS m NW~ NW? ~ 0) ~s ,2 3,4' /PAVEMENT enfal ealf
J a ° W N J 0: M oo T2 95 5'-6' 18 103 w a 0 to v1 } w~ UF11NG HOLES c F ~ m m I- Q W a ~ a 0: / TYP 4X ro < CL 'A' CONCRETE TOTAL CU. YDS. 1.000 r ,oOO 13/8r~ ~ 13/4'MIN, COnflnUU ®A
....11!1.1...- 4' MA?f. 4'
mNVI ::4 z ~ - 24" MAX 4'~ : d o•° s ~
~ w ~ ~ b Z ~.'0• n • ° + •4. Z _ 1 Care Services 5 I.
Q a, e Z + + t + + e :p W N ~ + + + + =D • 5 3/B' FacilifV
F M Q + + + + + I REINFORCW CONC. FOORNG FOR N W ~ + + + + + , nr iV 4 ' • 4' PRECAST MANHOLE u B.
W ~ O= ~ ~ 25 ALUMINiJM Ll~} t+++ ~ 2 u ~ - Q •Q ~ ' ECCENTRIC M.H. CONE MAY N +I-J ~ + + '4,,', BE USED ON 8' , 10' AND
~ W W + + ~ 'p 12' SEWER MAINS. W a, ~ ~ e 300 Merrell Drive 5' S' PVC sroa. Raleigh, Nc 27610
w > ~ m n ° " 0' MANHOLE CONE AND BARREL m J J ~ ~ Q PIECE
O a a SECRONS SHALL BE AS PER ~ > J > ~ q ~ •d• ASTM. STANDARDS I-T1 BARS AT 8' C75--I
° e BILL OF MATERAL FOR 4' MANHOLE ® r.°w a a a o ° '•,P 4-6 DIA. AS ' 'D REQUIRED w N U Z U J ~ BAR SIZE LENGTH N0. WT. LBS TOLE wr. LBS. A
vZ¢ m a Q;'. 'm 11 ~ 6'-6' 20 138 t~s 00~~0~~ WYE
o ~ Z d:: ` ~ a "0" RING SEAL ° a a O 35 a 1` CL 'A' CONCRETE TOTAL W. YDS. 1,361 sst
~co w ; 4" •I ~ > " • •:1 OR RAM-NECK m J° m HallidayS1R2535 ~e.• 4 m ww ~ o ~ '
a a _ Typ shape Access Door or Equal ; •e • ~ rn o W ~ ~ Do house • . ' RUBBER BOOT A SIDE ~,~ai~~~~~ PLAN ELEVATION
z B W/Slam Lock , ? .e f- W ~ m O •••p ' Q' , ;•v',;.; LATERAL INVERT SHALL NOT ~Y-0•--)
r~i i o z ° ~ Shipped Loose ; , . • o C K' BE LOWER •fHAN MAIN SPRING- •'•v a UNE MANHOLE NEEDS TO ~ W m ° x a W J u Q• .4~•''•e, : ;,,e • ~ Q', ABOVE 100 YEAR FLOOD PLAIN REINFORCED CONC. FOORNG FOR SLIP .RESISTANT CLEATS
O , d ~ > W J ~ J U 4 ~ e D y ° ° . ' V • r OR SEALED AND VENT TO BE 1' S' PRECAST MANHOLE W w W J w W a z •p • • • .a.. ; ' s •p 6" ABOVE 100 YEAR FLOOD PLAIN,
a w W ° W a w x ~ ~ a a• . o':. a •P'• v' . • • ' : ! . . l WHEN MANHOLE TOPS ARE IN a J i, - O W W > Z W ~ _ •,.'e;; EXCESS OF 3' ABOVE GRADE, REFER TD DRAINAGE STRUCTURE SCHEDULE FOR PIPE SIZES, `
V. - 9" OUTSUE STEPS MUST ~ d Q N n ~ F 1+• U A 0 ~ ~ rn W ~ - x ~ PROVIDED. SEE STANDARD O O MATERIAL, INVER)5 AND GRATE roP ELEVano"s
~ . o _ a o: ~ SECTION A-A ~ s-2e FGR sTEP DETAIL IN cy Z = ~ ? ° U ~ LL } m FRAMEA D COVER SHALL BE T2 BARS AT B' CTS
a J ~ -I a Z O INSTALLED A MIN. OF P ABOVE ° O I- ! . FlNISHED GROUND SURFACE ~ BILL OF MATERIAL FOR 4' MANHOLE Ian
a to W ' " , 0, ~ BAR SIZE LENGTH N0. Wf. LBS. C7 ~ 0! Z - 6 • P'' • SEE SEWER DESIGN ~CRON o Lam' ELEVATION
Z W a • •d ' 'v • ~ 17 ¢.''i 7'-8' 24 165 h 's' •a• ~ a ~ ~ 12"W x 18"H A A ~ < a. "A° CONCRETE TOTAL cu. YDS. tnB ,ss ,na
O Z DOGHOUSE a MIN. 9' COMPACTID ~7 STONE m O OU ~ ~ ,e' BASE TO BE INSTALLED c ®ES'~..eN
~ ° N ~ WEIGHT: 2,900 Ib$. UNDER NEW MANHOLE m ~3 OR ~4 REBAR CLH Design, PA
~ ~ g J j„ _ • ~ IN NON-TRAFFlC AREAS, TOP OF I~ O U 3 Z O° Q FRAME AND COVER SHALL BE I1 CORROSION RESISTANT MATERIAL X00 Regsnoy Forest Dr. Suite 920
F Z O ® a ~ INSTALLID A MIN. OF 1' ABOVE I--B'-0'--1 ~ Y ~ J O ^ „ NOTES: ~ • FlNISHED GRWND SURFACE ° ALT. BASES ARE MINIMUM 9' 1HICK ~ Y w v. z ~ N 1 REINFORCEMENT: ~4 ®6" OCEW ••Q, , G• MiCx RUBBER, PLASTIC Cary, NC 27598 = Phone: [phone]
°z o a ~ 2 CONCRETE; 4,000 PSI 28 DAYS ' •D. •4; • REINFORCED CONC. FOORNG FIXi 6' PRECAST MANHOLE w m m W CITY OF RALEIGH 3 6" OF X67 STONE SHALL BE CITY OF RALEIGH n.`.'. CITY OF RALEIGH CITY OF RALEIGH Fox: 919.399.751 t3
m ° PLACED IN BOTTOM OF VAULT ~ a a z DEPARTMENT OF PUBLIC UTILITIES 4) METER FLANGE SHALL BE DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES (.-T1 oR rz BAR-{ DEPARTMENT OF PUBLIC UTILITIES RALEIGH CITY OF RALEIGH PUBLIC U11LI11ES DEPARTMENT OF PUBLIC U11LIlIES
_ ~ F TYPICAL 4'=- DOMESTIC WATER PLACED 42 "BELOW FlNISHED TYPICAL 4" WATER EXTENDED BASE OR CAST-IN-PLA( SECTION A - A STANDARD SLIP RESISTANT }2• D~a, SLOTTED OR CAST-IN-PLACE CASs IRON GRATE
p z GRADE STANDARD PRECAST SANITARY ~ sTRacHT ~ ~ 1cRErE ensE MANHOLE STEP DETAIL ZURN FLOOR DRAT", MODEL ~ Z-526-VP
a ~ METER BYPASS INSTALLATION METER VAULT SEWER MANHOLE REINFORCED CONCRETE BASE Q a DWG. N0. REVISIONS DATE REVISIONS DATE DWG. N0. REVISIONS DATE REVISIONS DATE DWG. N0. REVISIONS DATE REVISIONS DATE DWG. N0. REVISIONS DATE REVISIONS REVISIONS DATE DWG. N0. REVISIONS DATE REVISIONS DATE ~T/ F
D.W.C. - - A.B.B. -26-0 Y.C.A. 12-31-9 pBg 2-21-05 3-i-B7 ABB W-29 A.B.B. -30-0 W-32 5-20 ~ RRH 3-30- S-21 RRH 3-30-00 ABa 2-9-os S_2$ RRH 3-30-0 s~s'~~~~~'`' ~h~~s~
W ~
~ MANHOLE FRAME AND COVER Z I~ ' • . • Z ~ IIi~ • z 12 ADJUSTABLE MEDIUM DUTY FLOOR DRAIN w.rs
9 0„ COVER 120 LBS. MINIMUM ° rn m ~ i`I~~: ' ~ ; • ~ • • o z z n•; `y a`u `r.~ -
~ III W ~a } ~ hk3~.'•'' ~ a w~a F U ~ y q~~ i 4F
ww ~ m a~' ~'o oa I-w~ a\w N o? Q ~ ~ 1" 0 W Jrn w ~ IIp~.; ~ W a z a i~~:y,;;~~:riy~;Yy~, >TT Nl~~~«
> & a u, ~ Z rn o: z o W ~ < lij a a ~ f ° Z xm ~ = z z ~ o. ~°°i~arn°° a~Q aJ UU III .=Sd UQOv ~y` ? ~
m < ~ p a O F J W U II~~ , m m U , ~ ~JW ~ ,cr 2_ I ( a~Iy \ Wp, } ~ - MUST BE 2' BELOW GRADE y~' ~'~r~'~~%
9w ~ NJ F 41 a2< mi 0 RFn' O Wzo 4.DD"_ ~ t-Ow J 4.DD° 'i r 49~+ to ~ s .~S ~
~ ifs ~ a ~ -m mo ~ T sUN o INCREASER`
~ w= ~ io< Y/ m irk ~ ~ Q N I~u' ° z~' w~•a Z~f ~Q w Q ~ a.~W II~• W m ~z m CLEANOUTIN PVMT CLEANOUT STD VALVE BOX SHALL BE INSTALILED IyyE
rca a aid s~~ ~ 231/2" 21" ~z~ w II~~.:"~' o~ 0 0 3 a m., z~ O Q o w~ O STANDARD 4" BRONZE CLEA 4° BRONZE CLEANOUT PLUG. NTRi SEWERLOR STORM LINE ~
- .:e G` 5130 W Jn I\ 1,. w ti O CDVER AS APPUGABLE LS3P ASCI TES L T. - o
~L~ilz ~~III a ~ ~ a°z ~ is ~ \ ~ h- >a~ O O ASPHALT PAVEMENT INSTALLATION 434 FAYETTEVILLESTREET, SUITE 1700 cLrANOUr s"ALL BE LocATED oN RALEIGH, NORTH CAROLINA 27601-1701
w a 3 p.. cd'. a` w a J o Ind ~ y 0 aS aW ''•v~.•..,.. w o° w BRANCH LINE, UPSTREAM OF Fl7nNG.
uNE slzE cwANGES SHALL TEL. [phone]. FAX [phone] OCCUR UPSTREAM OF FlTIING WWW.LS3P.COM
NDTES: {sEE unuTr PLAN FoR PIPE SIZES).
4~z& .a o m ww ~9 O°w '.5':V..: ZJIa- v~c g N wg ~ Jm m •o'. ,ZW7W Z +v o: : wz ~m 23/4" ZJJ ao'•a;; .a_ma° o THE FULL LENGTH OF THE SERVICE DITCH 8E COMPACTED IN 6° LAYERS WITH MECHANICAL TAMP. 4° ROUND SLOTTED CAST IRON,
i ~w woo: ~'.am.' Jaa°=° o~ Q~ . g~ a~ <W J ~ az°tt z a N BRASS OR CROME GRATE MAIN LINE-+-
m" ~ `m o oz~' aJ~aza n.W ° ~°M CASTIRON FERRULE WITH FLUSH W11H FlNISHED GRADE COUNTERSUNK, BRONZE PLUG (STORM SEWER) \~~11111111111//7
Eta '0' ~ o~ oR ¢ o: v fSaJWaZ az w ~Qrn 1 i 257/16" cO 3m '''=Z~°zl- ~ I n Z~~i (SANITARY SEWER) CARD/ FlNISHED GRADE
=Sz so~® ® 2311/15" ( 1° 3 N~~ •',FiaapN NZ ~ w.- za ~ O 3 _U=Nwi` jWr<t \ i~ PLAN VIEW AT F1111NGS \O ~OFESSID •`'~9
b J Z O O W U m0 ~ I a AVa ~ W m wfx ..W~W~ o:o a,• om HO ~Z F Ow O.' ~ W QUjN t :Q S _
Z BUTYL-NEK OR m U W mil? x~ APPROVED N - S~FcOFzw oo ''NO Naa
m 8 a SEALANT 22" w i w~ a o~ ~Y•Z ~ cW > 3 N m Ul ~JNK 00 to ~ N O ° ~ Wmo ox ~ gg rc BETWEE FRAME o coNC coLLAR 12'x}2°x6' 'MK % t/ (`Q
w U u c< ~S ~ k AND COVER F ~ w~ F n s ' ~ J Q
~ w ~ WSW / 3 ~ W ~ ~ ~ U o ~ a WQW ' O >Z~ F< 4' CAST IRON PIPE (ONE CONTINUOUS PIECE). //7/TIIII~jIIK' 1~`\\
m U ? m a G) to ~ r, o , • ~ ° J ~ o ~ X ~ CLEANOUT FERRULE WITH OUT FERRULE WITH PLUG ~ f g'09
P ~ w °N 251516" W~J~WJ w .
m Ct ~ / ~ JUG a U N _wz 331/4" JaN .WD ~
' • • ° c > °z ~ ~ a z m o STYLES ACCEPTED: _ _ ...,..~._w__ _ _ _ ~ _ - .A . . . . . 4. ,.tr.~F..H.., ~ . _ _ _ ~.~..a.__...__ . _ _ . ....___`SEE'UTILITY"PLAFT FOR ~ . _ . . _ .
w w ~ -E N ~ NOTES: ~j8"X3" LAG~HIELb IN HOLE ~ Q ~ o^m w J a j ? ~ INVERTED NUT ~ a ,•.i': m DRILLED INTO CONE OR I- W F ' ' ~ RAISED NUT MIN. GRADE i ~ SIZE AND MATERIAL
a 5 ~ 8 ;y, a 1) ALL MANHOLE FRAMES SHALL BE RING WITH ANCHOR SUNK TO 0- U w z m a ~ ~ ~ a a o n ~ BE DOMESTICALLY CAST DESIGN DEPTH, AND 5/8"X3" ~ z Y ~
~ =r- j 2) FRAME SHALL BE A MINIMUM Z OU_ CITY OF RALEIGH HOT DIPPED GALVANIZED I- ~ CITY OF RALEIGH
a WEIGHT OF 182 LBS, WITHIN LAG BOLT AND WASHER. Z U~ a ~ ~ PUBLIC ROW AND 160 LBS, W w= a DEPARTMENT OF PUBLIC UT1LI11ES [ ~ m ~ 'MTHIN EASEMENTS. ~ TYPICAL SANITARY SEWER DEPARTMENT OF PUBLIC U11LI11ES BARREL OF PIPE t0 REST ON UNDISTURBED SOIL
k CITY OF RALEIGH 3) COVER SHALL WEIGH A CITY OF RALEIGH W ~ o: 4" CLEANOUT PLUG PA°Mre>E~"RnAinY°NArLi~ ,/8' BEND
a ; DEPARTMENT OF PUBLIC UTILITIES MIN. OF 120 LBS. DEPARTMENT OF PUBLIC UTILITIES ~ a J LATERAL CONNECTION ~ 4) ALL MANHOLE FRAMES OUTSIDE Q ° )WG. NO. REVISIONS DATE REVISIONS'. ' DATE '
~ HEATER AND POWER CORD BY TYPICAL FIRE MAIN DOUBLE OF PAVED SURFACES SHALL BE ~ O DWG. N0. REVISIONS DATE REVISIONS DATE DWG. N0. REVISION: 3 c.c., SEE SPECIFlCATIONS aoLTED TD THE coNE STANDARD MANHOLE COVER S-3O 'C.A. 2-31- RRH 3-30-0 S-34 S-34 3-}-a7 RRH 3-w-oo MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS D.W.C. 3-27-98
INSTALL PER MANUFACTURES DETECTOR CHECK VALVE ASSEMBLY SECTION OR RING WITH A .C.A. 6-92 A.B.B. 4-8-04 D.W.C. INSIRUC110NS. PROVIDE DWG. NO. REVISIONS DATE REVISIONS DATE MINIMUM OF 4 BOLTS PER DWG. N0. REVISIONS DATE REVISIONS DATE COPYRIGHT 2008 ALL RIGHTS RESERVED
TAMPER SWITCHES ON BOTH Y.C.A. 2-31- 1D.W.C. 1-3-99 FRAME. 3-1-87 3-1-87 A.B.B. 2.9.05 GATE VALVES, W-37 Y.C.A. - ABB 0-4-04 $-25 RRH 3-30-0
C AOUT ors PRINTED OR ELECTRONIC DRAWINGS AND
2 m DOCUMENTATION MAY NOT 8E REPRODUCED
W ~2 IN ANY FORM WITHOUT WRITTEN PERMISSION
x o ~ ~ 0 1. WALL AND GEOGRID SHALL BE INSTALLED ACCORDING TO FENCE FROM LS3P ASSOCIATES LTD.
ti SEE FENCE DETAIL o pZ THE DESIGN DRAWINGS SUBMITTED BY THE CONTRACTOR REVISIONS:
~ AND APPROVED BY THE ENGINEER, rnn '•2•xs• RED acN xnH No. Descri hon Date
o 0 0 2. S E CI E SPE FICATIONS SECTION 02200 FOR WALL BACKFILL A 12" CORRUGATED HDPE ~ • : , A MATERIAL REQUIREMENTS. CONTRACTOR SHALL INCLUDE f IJb FDC° IN WHnE LETTERING p AND BORDER. (EACH
SMOOTH INTERIOR ALL COSTS ASSOCIATED WITH PROVIDING SUITABLE PIPE : 3,;; BACKFILL MATERIALS. CAP UNIT SIDE OF POST)
p ;z: ~ f~~ : K 6"GALY. S1EEL EL80W
~ • • s • • • : • • • • : ~ : 2 3. REFER 70 SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. TOP OF WALL VARIES FINISHED GRADE s'xs° sTORz
~ . + SE RADING P A ' 4. DRAIN PIPES SHALL NOT DISCHARGE DIRECTLY ONTO E G L N v ' TEE PAVED SURF A ~ CONNEC'DON
• ACES. DR INS THAT PENETRATE FACE OF CONCRETE F WALL SHALL NOT EXTEND. MORE THAN 3-IN FROM CONCRETE AROUND POST
8'Wx10'LX22"T FACE OF WALL. 1', }/4 NRN SLEEVE-IT 1224R OR` ~ °
CLASS 'B' STONE SLEEVE-1 5. CONSTRUCTION MANAGER. TO PROVIDE POSITIVE DRAINAGE APPROVEI ~ 4' APPROVED EQUAL. ~ iNt~ocP~ 'GALV S1Et1 61LK SR. P06T
oo AWAY FROM ALL AREAS OF THE WALL DURING ALL PHASES OF CONSTRUCTION. MODULAR WALL ~ "
= UNIT ~ W% CBSSO~4 FRAME & COVER ~ PROJECT: 8401.074730
04 / L SELECT PLAN _ ~ BACKFILL SELECT nNISHED GRADE
z~ COLOR OF WALL TO-- : TOP OF HAND- m m~ 4" CAP UNIT BE COMPAIIABLE WITH BACKFILL ~ ~ ~ ~ ~ ~ I I ~ DATE: 05.08.09
COMPACTED o BUILDING. ~ DRAWN BY: TN/RBT
FILL (ISLAND) 4' z ~ (2 - 4" CAP UNITS OR 8" COMPAC UNIT CONTRACTOR TO GEO( MIN (1 - 8" CAP UNIT SUBMIT SAMPLES TO GEOGRID (TIP) ~ ~ , ; FREEZE uNE CHECKED BY: JPK
DIKE ANCHOR 70 ARCHITECT FOR ~ }s°x}s°xs• , coxc.
APPROVAL PRIOR TO ` STAKES ; • 2 INLET N~::•:;''., 3 INSTALLATION. ~ cows
APPROXIMATE
EXCAVATION LINE ~ ' ' i ~ rHRUSr
f : : ' ~ WAFER CHECK ' C01LAR w~T L<. , VALVE W/ v\
0 FINISHED GRADE " BALL DRIP ' ' 10' MIN. .
: , ETIL ~ CONCRETE THRUST BLOCK~,:.q.,
12" CORRUGATED HDPE SMOOTH INTERIOR INLET DRAINAGE STONE iTONE ~ MIN. 1/3 C.Y. 0 3000 PS •,y
PIPE GRADE TO ENSURE (3/4 WASHED DRAINAGE AWAY ROCK OR STONE) iHED ~ TONE) ~ .
FROM WALL a: 8'Wx10'LX22"T MIN (2) 3/4° ROD N (2) 3/4' RODS
• ~ r.,>w, 4" PERFORATED DRAIN PIPE CLASS 'B' S70NE ' I F EXTEND TO DAYLIGHT 4TED DRAIN PIPE ~ W/ BnuMlNOUS w/ aITUMINOUs DAYLIGHT COATING WASHED ST~IE COATING
SECTION A-A Tnn nc luA I I crr-n CI C-1/A TIl1A1 UNREN ORCED CONCRETE OR
I Vr Vr rrnL-L- J 1 Gr GLG vM IIVIV CRUSHED STONE LEVELING PAD
. ~ i~ r\ r\ r\ r\ r\ r\ r\ r\ r\ r~ tov = f U4
RETAINING WALL SECTION
4" MIN LEVEL SECTION SOLUTIONS THROUGH LISTENING
N. T S. NAS
TEMPOR RY SLOPE DRAIN N.T.S. SE MENTAL R AINI LL SERVICE BY DESIGN
1 2 3 4 5 CONSTRUCTION DOCUMENTS

PONDING L?MITS SEE GRADING PLAN ake County
SURFACE AREA = 1 SEE SITE PLANTING PLAN FOR
BiOREaEN110N AREA PLANTINGS STANDARD OPEN THROAT PLAN1)NG SOIL. BED MIXTURE YARD INLET Mental ~lal 72' MIN.
pH RANGE 5.2 TO 7.00 OFF " onfinu o
HYDRAULIC CONDUCTIVITY 1 - 2 IN/HR ~Q~T 8 _ RIM ELEV= A ~
STANDARD OPEN THROAT SHALLOW PONDING PONDING DEPTH = B P-INDEX < 30 IING DETPH = 8 Care a ices NOTES:
_ 0 YARD INLET ~ 4x4 MIN. TOP OF MULCH EIEV OF MULCH ELEV= ~ SAD ~ Facility
MAGNESIUM 35 LBS. PER ACRE, MIN. INTERIOR ,,i.~ TOP OF SOIL E1EV= DIMENSION SiD. MANHOLE RING AND SOLID BLOgf MAY 8E USED. OF SOIL ELEV= D O corER BAST ~ sue
PHOSPHORUS P 0 75 LBS. PER ACRE MIN. ~ ~ . , ~ • M~ STANDARD STEPS REWIRED ®ts®° ~ 300 Merrell Drive NHERE DEPiFI ExcEEDS 3~
POTASSIUM K 85 LBS. PER ACRE MIN. SHALLOW PONDING `i ' ~ ~ PLAN7ING SOIL BED VTING SOIL BED usE MIN. 300o P.SI. MIX Raleigh, NC 2761®
INSIDE DIMENSION FOR 30° PIPE 8'x8' BPoCIf PIER
SOLUBLE SALTS 500 PPM MAXIMUM ` COARSE HARDWOOD MULCH t.:~ >=r°~~ INV OUT ELEV= H (PLUS t2') , 2 cavRSEs EACH CORNER
SPHAGNUM PEAT MOSS 3%5X ; ~ ' • ° , . 4' ` ' , TOP OF SAND ELEV= OF SAND ELEV= E >~-tOxiO MMf CONCRETE SLAB sue r,
COARSE SAND 85% 88~ 2 . ,
. ~°~f' ~ PLANTING SOIL. BED C~NCRETE- . „ . • . ~ . ° TOP OF STONE ELEV PLACE IN 1 ?FTS OF STONE ELEV= F
CLAY/SILT CONTENT < 10~ ~ LOOSELY EOMPACTED
HARDWOOD MULCH 2%4X iM ELEV= G e• ~-~e'(~s° oPEr~NC~, ~ ~,~~HH,~_ ' SwES
NOTE: HARDWOOD MULCH SHALL BE SHREDDED AND ~ R ,e° MIN. ~ ? _ ~
TO HAVE BEEN AGED FOR 12 MONTHS MINIMUM. COARSE SAND .LAYER
NON-WOVEN FILTER FABRIC 00 7 WASHED STONE PROTECT PLANT ?mo om PROTECT PLANTING SOIL WITH PERIMETER
SILT FENCE ANC SILT FENCE AND A TEMPORARY COVER '
10 D.C. 10 O.C OF NON-WOVEN MAX MAX. UNAL COMPLETE OF NON-WOVEN DRAINAGE (FILTER) FABRIC UNAL COMPLETE SITE STABILIZATION IS ~ <;,<. , , 3 ,
sroRMWATER Ra?NGARL)EN sub-DRAIN STORMWATER RAINGARDEN OUTLET STRUCTURE SECTION ESTABLISHED. 6 PERF. SCH-40 PVC PIPE ESTABLISHED. ? ? PIPE
WRAPPED IN NON-WOVEN REMOVE SILT FENCE AND DRAINAGE FABRIC a•~ a~uF~' 4'
GEOlEX71LE FABRIC REMOVE SILT FE AND INSTALL Mi AND INSTALL MULCH AND PLANT MATERIAL. ;a ~
ISOMETRIC SECTION VIEW orvcE SITE Is c. PERMANENt GR( ONCE SIZE IS COMPLETELY STABILIZED WITH ' ° a ' PERMANENt GROUND COVER. ~ ~ ~ ~ " ~ ' ~ c
4® ~ ~ ~ ~470~
PLAN S CTION aooD P9 coNr,REtE cw Design, PA
810•RETENl10N TREE AND SHRUB LIST ~10•RETE ON FI ~ACEOUS PLA LIST X00 Regency Foroet Dr Suite 120
KEY QTY PLANT NAME sizE KEY PLANT NAME REMARKS Cary, NC 27598
QTY. STANDARD OPEN-THROAT YARD INLET siss99.isis
BC X BALD CYPRESS 2-1 2" CAL. _ GROUNDCOVERS ~I ®TE~ TAXODIUM DISTiCHUM B& QUART CONTAINERS
" ASCLEPIAS TUBEROSA- BUTTERFLY WEED X 1. MULCH ENURE 810-RETENTION AREA WI1H 3" OF IB X INKBERRY 18 -24 ' ° ' AMSONIA LUDOVICHIANA- LOUISIANA BLUE STAR X TRIPLE SHREDDED HARDWOOD MULCH. AGE OF
ILEX GLABRA 'NANA' 3-GAL. MIN. ACORUS CALAMUS- SWEET FLAG 42" AVE. SPACING MULCH SHALL BE 12 MONTHS.
FT X FRINGETREE 2" CAL " AMSONIA HUBRICHTII-NARROW LEAF BLUE STAR X ~y~; ~'FA~ $~i3~ab/~~~
CHIONANTHUS VIRGINICUS B&B 3-5 STEM ECHINACEA PURPUREA 'MAGNUS'- CONE FLOWER X LANDSCAPE ARCHITECT 2. MAINTAIN MULCH t0 A MINIMUM DEPTH OF 2 ; AS PH X POSSUMHAW VIBURNUM 18"-24" + + _ NEEDED.
URNUM NUDUM 3-GAL MIN. HEMEROCALLIS JOAN SENIOR DAYLILY X TO APPROVE LOCA110NS w6 IRIS VERSICOLOR -BLUE FLAG X IN THE FIELD. • I SURVEY E 1 E S ATE RAINGARDEN. S EULE `~°'y~~~~°~ ~y~`~~ Nay 4%~S"~rY,
SW X SWAMP WHILE OAK 2-1 2" CAL. 3. SEE SHEET C7.6 FOR ADDI110NAL DETAIL NOTE CONTRACTOR SHALL PROVIDE AS-BUILT TOPOGRAPHIC BID-REIENiION ~y£~~
QUERCUS BICOLOR B& NOTES CONTR, " " SURVEY PERF VS X VIRGINIA SWEEISPIRE 18 -24 CERi1F11NG E~ AREA A B C D E F G H I SURVEY PERFORMED BY A PROFESSIONAL LAND SURVEYOR Na (Fr) (iN) (Fr) (Fr) (iN) (iN) AFT) (Fr) ~sF)
ITEA VIRGINICA 'HENRY'S GARNET' 3-GAL. MIN. ELEVA 110NS, i CERTIFIING EACH STORMWATER RAINGARDEN-DIMENSIONS, F ~ ELEVATIONS, OUTLET STRUCTURE INVERTS, ORIFICE DIAMETER,
WI X WEEPING WILLOW 2-1 2" CAL. PIPE SIZES AI PIPE SIZES AND CLEANOUF LOCATIONS TOPOGRAPHY SHALL ~ ~~~~~ft~.r~i uy~~~~~-~: BA-1 253 12 252 251.67 248.67 248.33- 247.67 249 3400 N1 H~~u,~du~~y„~
C SAUX BABYLONICA B EXTEND 20 FI WM X WAX MYRTLE 18"-24" 420 TOTAL RAINGARDEN. EXTEND 20 FEET OUTSIDE LIMITS OF THE SiORMWATER '4~~~~~ RAINGARDEN. art R ~a ~~~N~a
MYRICA CERIFERA 3-GAL MIN. PLANTS r s~f~~h.ei~23 y~~/ K y ~r ~~3u~~'~s";~
GRAPHIC SYMBOLS SUPERCEDE WRITTEN QUANTIIES WHERE DISCREPANCIES OCCUR
STORMWATER RAPNGARDEN ~°rs L3 ASIATES L.
STORMWAIER RAINGARDEN CONSTRUCTION SEQUENCE 434 FAYETTEVILLE STREET, SUiTE 1700
FINISHED GRADE FOLLOWING FULL STABILIZATION OF THE SITE AND APPROVAL BY NCDENR INSPECTOR AND RALEIGH, NORTH CAROLINA 27601-1701
FINISHED GRADE THE SI1E ENGINEER, CONVERT TEMPORARY SEDIMENT TRAP TO FlNAL STORMWAIER TEL. [phone] FAX [phone] RAINGARDEN AS FOLLOWS. WWW.LS3P.COM
- - - I I (=III=III EQUAL DUCTBANK
`I = - DUCTBANK " -i I IJ I i- MARKING TAPE II-III=II1• EQUAL 24 MINIMUM 1. ENSURE ENi1RE PERIMETER OF THE STORMWATER RAINGARDEN IS STABILIZED W11H A HEALTHY STAND OF VEGETATION.
4" MINIMUM i I-i I MARKING TAPE 2 EQUAL
#4 REBAR (TYPICAL) 2. REMOVE ACCUMULATED SEDIMENT AND EXCAVATE TO SUB DRAIN ELEVATIONS, ~Ullilllll ~ ~ DISPOSE OF EXCAVATED MATERIALS AND SEDIMENT OFF-SITE. C~D /r~~
EQUAL 3000 P.S.I. CONCRETE • #4 REBAR (TYPICAL) ° . • ~ , 3000 P.S.I. CONCRETE
3. FlNE GRADE INTERIOR OF DEVICE ~~~\\~`:•'°°"I°ro~/%~' \~~~JQ~~FE~IQ °•~q~%
• . ° 4" P.V.C. CONDUIT ° ° ° ' a, ° " .~'a . a ..a• ~a' . • ° . TYPICAL # ( ) . ~ ® v 4 • 4 REBAR TYPICAL 4. REPAIR ANY DAMAGED VEGETATED PERIMETER AREAS. WIT>•/ SOD OR RE-SEED AND S
4 P.V.C. CONDUIT as ' • ( ) _ " ~ ® 1 -6 ON CENTER (TYPICAL) COVER WITH SLOPE PROTECTION MATi1NG. INSTALL SILT FENCE AS NEEDED TO KEEP = ! ANY SEDIMENT FROM DRAINING INTO EXCAVATION.
• ti n C .D 5. INSTALL SUBORAiN PIPING WASHED STONE DRAINAGE LAYER AN0 FLTER FABRIC. %~q ~ I NE~~•' a DO NOT LEAVE STONE EXPOSED WITHOUT FlL1ER FABRIC COVER. ~i
7 1 2 TO • a 4 REBAR TYPICAL BASE AND INTERMEDIATE MINIMUM 1 -6 ON CENTER SPACERS 4 -0 ON pN P e•K~~~1\~~
a CENTER a° SEPARATION • •'a ~ 6. REMOVE FAIRCLOTH SKIMMER AND PATCH HOLE IN RISER.. ~~/hlll??lii~~~~
a 7. PLACE PLANTING SOIL MIX IN DEEP, UNCOMPACTED LIFTS STAR1iNG AT FAR END OF fl gl
CELL TO AVOID PLACING EARTH MOVING EQUIPMENT ON PLACED SOIL. NO HEAVY EQUIPMENT SHALL 8E ALLOWED ONTO THE PLANTING SOIL.
a 3" MINIMUM CLEARANCE
MASONRY LEVELING BLOCKS 7 1 2" TO MINIMUM / ~ BASE AND INTERMEDIATE ' • AT BASE SPACERS SEPARATI N s.. 8. FINE GRADE SURFACE PLANANG SOIL BED BY HAND.
SPACERS 4 -0 ON a 9. INSTALL ALL PLANT MATERIAL BY HAND. INSTALL MULCH BY HAND.
CENTER a' . ~I 10. REPAIR ALL REMAINING DISTURBED AREAS 4WTH SOD OR RE-SEED AND COVER
NOTE: REBAR REQUIRED UNDER ROADWAYS ONLY WiTH SLOPE PROlEC710N MAi11NG.
11. PERFORM GRASS MAINTENANCE UN1R FULL COVERAGE IS OBTAINED.
3" MINIMUM CLEARANCE
" U 0® b E I MASONRY LEVELING BLOCKS 7 1/2 TO C MINIMUM N® 12. REMOVE PERIMETER SILT FENCE AND STABILIZE RESULTING DISTURBED AREAS
AT BASE SPACERS SEPARATI N DUCT BANK 2 TO BE INSTALLED FROM PROPERTY LINE TO CAU 1ST FLOOR TELECOM ROOM LUNG R~ MEMBERS OF THEAMERICAN INSTITUTE OFARCHITEI H~ 13 SILT FENCE BELOW TRAP SHALL REMAIN IN PLACE UN11L CONVERSION TO PERMANENT
FACIUAES AND FlNAL STABILIZATION ARE COMPLETE COPYRIGHT 2008 ALL RIGHTS RESERVED
NOTE: REBAR REQUIRED UNDER ROADWAYS ONLY ~ PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCEI
®U 7E IN STORMWATER RAINGARDEN MAINTENANCE SCHEDULE
°I 12"x12°x DUCT BANK 1 TO BE INSTALL FROM PROPERTY LINE TO SAU fST FLOOR TELECOM $~Mp 1 Zo x 12° X ° ® IN ANY FORM WITHOUT WRITTEN PERMISSION
ROOM.. PIT ATP DESCRIPTION METHOD FREQUENCY SEASON FROM LS3PASSOCIATES LTD. SOiL REVISIONS:
INSPECT AND REPAIR VISUAL MONTHLY ALL ' • ~ ~ ~ EROSION No. Description Date
FINISHED GRADE
0 ORGANIC LAYER.
. ° . RE-MULCH ANY BY HAND WHENEVER NEEDED ALL
- L ~I = - EQUAL DUCTBANK ®oooo° °ooc VOID AREA
" i I I-I I i MARKING TAPE ® ° ® ® ® ®~6 24 MINIMUM aoo°oooo°oo°ou® REMOVE PREVIOUS MULCH BY HAND ONCE EVERY SPRING
DD®o0® °o0®oD EQUAL 4 REBAR TYPICAL LAYER BEFORE APPLYING 2-3 YEARS
# ( ) 3000 P.S.I. CONCRETE HEN/ LAYER (OPTIONAL)
' a T L ADD MULCH BY HAND ONCE PER YEAR SPRING
' c 4.d ~ a.., a PLANTS PROJECT: 8401.074730
4" P.V.C. CONDUIT a ° a ° ' d ~ a a . ®oo°oooo® o°oo® (TYPICAL) ® ® ® ® ~
. a®oo®oo® o®o REPLACE ANY DEAD OR SEE PLANTING TWICE PER YEAR MAR 15 -APR 30 DATE: 05.08.09 DISEASED VEGETA110N SPECIFlCA110NS OCT 1 - NOV 30
o®oo®oo®o®o " 4 REBAR I a ® ® ° ® SCHEDULE WIDTH X LENGTH X H VGTN X HEIGHT CONSIDERED BEYOND DRAWN BY: TN/RBT
7 1 /2 ~ TO ~ ~ (TYP CAL) Qoo MINIMUM 1 -6 ON CENTER o TREATMENT
PULLING IRONS SEPARATION • ,a • .a INTERIOR 6'-699 X 8'-0" X 'a I'-O:, X ]'-O" NOTES: TREAT ALL DISEASED MECHANICAL WHENEVER NEEDED ALL CHECKED BY: JPK
a DIMENSIONS PLANTS NOT TO BE REMOVED OR BY HAND
a TWO 2 ON SHORT 1. 2-2" GROUND ROD. HOLES PROVIDED WATER PLANT MATERIAL BY HAND IMMEDIATELY AFTER N/A
4 .q WALL AT 1 3 & 2 3 AND END OF EACH DAY COMPLEliON OF
EXTERIOR 7 -6 X 9 -0 X A BASE AND INTERMEDIATE -O" X 8'-0'° 2. 7/8" PULLING IRONS DAYS AFTER PLANTING PROJECT T
OF WALL LENGTH DIMENSIONS SPACERS 4 -0 ON 4 ALL SIDES GALVANIZED REPLACE SUPPORT BY HAND ONCE PER YEAR SPRING I r
CENTER b THREE 3 ON LONG " UTILITY MANHOLE MANHOLE sTAKES IL
36
" WALL AT 1 4 1 2 & 3 MINIMUM CLEARANCE 9 REINFORCED FOR HS-2044 BR MASONRY LEVELING BLOCKS 50 IS-2044 BRIDGE LOAD REPLACE DEFlCIENT BY HAND WHENEVER NEEDED ALL STAKES OR W1RES
3 4 OF WALL LENGTH. AT BASE SPACERS
7 1/2" TO CL MINIMUM NOTE: REBAR REQUIRED UNDER ROADWAYS ONLY SEPARATI N nenniuni ~ Qinir_ nP rn~«p CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE UNTIL SUBSTANTIAL COMPLE110N AT WHICH TIME OWNER WiLL ASSUME MAINTENANCE RESPONSIBILITY.
N U I ILI I Y MANNULt Ut I All Aff- _L UL I AIL - LLLG I KIU I LANDSCAPE WARRANTIES SHALL APPLY TO STORMWATER RAINGARDEN PLANTINGS
DU BANK 3 SECTION . N.T.S. C=70cmmlw
DUCT BANK 3 TO BE INSTALLED FROM THE SAU 1ST FLOOR N. T. S. N.T.S. TELECOM ROOM TO THE CAU 1ST FLOOR TELECOM ROOM
TELECOMMUNICATION DUCT BANK N.T.s. STORMWATER RAINGARDEN N.TS
SOLUTIONS THROUGH LISTENING
=SERVICE BY DESIGN
1 2 3 4 5 CONSTRUCTION DOCUMENTS

SEEDBED PREPARATION LANDSCAPE NOTES
f ae Conf
1. APPLY AGRICULTURAL UME, FERTILIZER, AND PHOSPHATE UNIFORMLY AS PER / ental all
SPECIFICATIONS AND MIX WELL WITH SOIL. ~
2. SEED AT RATE SPECIFIED. ACHIEVE AND MAINTAIN MINIMUM 95~ COVERAGE ~ Confinu
PRIOR TO FINAL ACCEPTANCE, AS DETERMINED ON A PER SQUARE YARD SAMPLE BASIS. ARBORTAPE OR 3/4" Care e 1C
I WOVEN BELT SYNTHETIC
3. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. BEGIN THOROUGH 1. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING ALL PLANTS AND LAWN FABRIC STRAP, GREEN. ~aClllfy .FADER.
WATERING OF GRASSED AREAS IMMEDIATELY UPON INSTALLATION. DO NOT AREAS AT HIS COST FROM HIS OWN WATER SOURCE INCLUDING DURING PERIODS OF DO NOT PRUNE OR CUT LEADER. ALLOW GRASSED AREAS TO BECOME EXCESSIVELY DRY. DROUGHT UNTIL FINAL COMPLETION. PLANT MATERIAL OR AREAS OF GRASS WHICH PERISH SEE SPECIFICATIONS SECTION
SHALL BE RE-ESTABLISHED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER. 2900 FOR DETAILS. FLUORESCENT ~ 30® Merrell Drive
4. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60~ 2. LANDSCAPE CONTRACTOR SHALL WATER AND MAINTAIN LAWN AREAS UNTIL THEY ARE AT 95~ SAFETY FLAGGING \ \ ONLY STAKE TREES ON SLOPES 3:1 OR GREATER / Raleigh, C ZTV t
DAMAGED, REESTABLISH FOLLOWING ORIGINAL l1ME, FERTILIZER AND SEEDING COVERAGE AT SUBSTANTIAL COMPLETION. OR' IN HIGH WIND CONDITIONS. 2" x 2"
RATES. ORIENT 1REES AS THEY WERE IN THE FIELD. STAKE A
5. REFER TO WRITTEN SPECIFICATIONS FOR WARRANTY AND MAINTENANCE OF 3. SUBMTITUTIONS OF PLANT MATERIAL (IN LANDSCAPE CONTRACTOR'S BID PACKAGE) SHALL WRAP ONLY TREES SUSCEP116LE TO SCORCH. ~4„ / START TREE WRAP, IF REQUIRED, AT SECOND BRANCH. EDGE OF HOLE ` l
LAWNS PRIOR TO OWNER'S FINAL ACCEPTANCE. ACCEPTED 60 DAYS PRIOR TO COMMENCEMENT OF PLANTING OPERATIONS. SUBSTITUTION REQUESTS ARBORTAPE OR 3 4" /
MUST BE IN WRITING AND WILL ONLY BE ACCEPTED FOR LACK OF AVAILABILITY REASONS WHICH CAN WOVEN BELT SYNTHETIC 6. IF CONFLICTS OCCUR BETWEEN WRITTEN SPECIFICATIONS AND THE DRAWINGS, BE SUBSTANTIAED OR FOR SUPERIOR STOCK SUBSTITUTIONS. FABRIC STRAP, GREEN. liET1C 11E SECURELY AT TOP, BOTTOM, AND AT 2' INTERVALS. STAKES IN SOLID 'FEN. GROUND ONLY
THE WRITTEN SPECIF(CA110NS SHALL PREVAIL. /
2" x 2" STAKE 48" MIN. GUYING PLAN
ABOVE GRADf
FLUORESCENT SAFETY FLAGGING
TOP OF ROOT BALL AT FINISHED GRADE. REMOVE
MULCH IS NOT TO BE UME & FERl1UZATION SCHEDULE NATURALIZED SEEDING SCHEDULE FOR SURFACE BLANKET IN CONTACT WITH TRUNK BURLAP AND TWINE FROM
4" MULCH TOP 1/3 OF ROOT BALL.
A 6" EARTH APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY A MINIMUM 3,000 LB ACRE GROUND NATUR UZED SEED MIX (NOT TO BE .MOWED) / SAUCER \ FINISHED
AGRICULTURAL LIMESTONE AND A MINIMUM 500 LB/ACRE 10-10-10 FERTILIZER, AS NEEDED TO ESTABLISH r. 95q COVERAGE (AS DETERMINED ON A PER SQUARE YARD BASIS) PRIOR TO SUBSTANTIAL COMPLETION, DATE T1PE PLANTING RATE r 5:~:,~ x ; ~ ~ SIDEWALK, CURB OR ~~~5~~ s{~~St ~F ; GRADE s S` ' ~ MOW STRIP
CONTRACTOR TO SUBMIT A COPY OF ALL SOIL REPORTS TO OWNER UPON RECEIPT. ' PREPARED & MULCHED PLANT 8ED DESIGN!
APR 15 -JULY 30 WARM SEASON GRASS MIXTURE (BELOW) 35-40 LBS/ACRE OR (OR AS RECOMMENDED BY ERNST SEED CO. (1-800-873-3321) PER MANUFACTURER'S OR PREPARED LAWN AREA SOD _ CLIi Des/gn, PA
BY MANUFACTURER) OR APPROVED EQUAL REQUIREMENTS FOR 90q 2" x 2° STAKE 400 Regency Foroat Or. 3 a SOIL BACKFILL MIXTURE L'~ Suite 120
COVERAGE 4" MIN. 40q HORDEUM VULGARE GRAIN BARLEY 2 1 PART GROUND PINE ' / ~ Cary, A1C 27598 Phone: [phone]
BELOW GRADE 26~ ANDROPOGON GERARDII 'NIAGRA' NIAGRA BIG BLUESTEM ` BARK TO 6 PARTS SOIL Fax: [phone] , WITH 8-8-8 FERLMIXED ,
' 14% ANDROPOGON SCOPARIUS 'CAMPER' CAMPER LITTLE BLUESTEM IN A T 1 LB/100 S. F. TIGHT BEVELED JOINTS
SURFACE STABILIZAl10N REQUIREMENTS 14~ SORGHASTRUM NUTANS 'RUMSEY' 'RUMSEY' INDIAN GRASS REMOVE TOP 2 3 6~ PANICUM VIRGATUM 'CANE-IN-ROCK' CAVf-IN-ROCK SWITCHGRASS / i.... ~
ADD OF WIRE BASKET WHERE PRESENT. MAKE HOLE 1' WIDER ON ROOT BALL x 2 ALL SIDES THAN ROOT AMENDED SOIL
PERMANENT OR TEMPORARY GROUND COVER SHALL BE PROVIDED OVER ALL WEEPING LOVE GRASS 3 LBS/ ACRE. REMOVE FROM PIT BALL DIAMETER ~~~~~,~Gi'p`~~~r
DISTURBED AREAS OF THE SITE AS SOON AS POSSIBLE, HOWEVER, NO LATER 30 DAYS AFTER CONSTRUCTION ACTIVITIES HAVE PERMANENTLY OR TEMPORARILY JULY 31-APR 14 SEE TEMPORARY SEEDING SCHEDULE, THIS SHEET ~y~~~kf `Yl`~~°4~4v hn`x 9 ~ R~p .~~.E
CEASED DURING ANY PHASE OF WORK.
SEE SPECIFICATIONS REGARDING EROSION CONTROL MATTING FOR SLOPES TEMPORARY OR PERMANENT GROUND COVER SHALL BE PROVIDED ON ALL SLOPES TREE PLANTING ~~F~ ~~~f~',r fte:~ SOD INSTALLATION ~~"~°Y ~~~>v
WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS AFTER CONSTRUCTION ACTIVITIES NOTE: NO MOW SEED MIXES TO GENERALLY CORRESPOND WITH CREST
PERMANENTLY OR TEMPORARILY CEASED. OR TOE OF SLOPES; REFER TO GRADING PLAN. LANDSCAPE a~da~`y~' ~`yti''y~s''~~
USE JUTE, EXCELSIOR MATTING, OR OTHER EFFECTIVE CHANNEL LINING MATERIAL TO CONTRACTOR SHALL STAKE OR PAINT EXTENTS OF NO MOW SEED MIX k ~.,r,, . sd Aa x ~ ~q/
C FOR ON-SITE VERIFICATION 8Y LANDSCAPE ARCHITECT PRIOR TO COVER THE BOTTOM OF CHANNELS. APPLY 4000 LB/ACRE GRAIN STRAW ANO SEEDING ACTIVITIES. ~^~.'A"R n "R^ nSS~vl'~ rD
ANCHOR STRAW BY STAPLING NETTING OVER THE TOP. r~Ny~~3~' f ~~~~~Y~'•~~~,
MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH DOWN 4" MULCH MULCH BED ~;:~;r-::;.:'<.~'<<.,.::::.::;;.
SLOPES AND CLOG DRAINAGE DEVICES, TOP OF ROOT BALL AT 4" TRENCH
4" EARTH FINISHED GRADE. REMOVE
SAUCER BURLAR AND TWINE FROM / A A TOP 1/3 OF ROOT BALL. GRASS L3 ASST L
TEMPORARY SEEDING SCHEDULE FINISHED REMOVE CONTAINER. , ~ ~ 434 FAYETTEVILLE STREET, SU?TE 1700
GRADE
DATE TYPE PLANTING RATE ~ ~ F~~ ' ~ RALEIGH, NORTH CAROLINA 27801.1701
°i AUG 15 -APR 15 3-WAY TALL FESCUE BLEND AND 70 LBS/ACRE ~ ~ ~ TEL. [phone] FAX [phone]
WINTER RYE GRAIN 25 LBS ACRE ( ) / NOTE : i' SOIL BACKFILL MIXTURE WWW.LS3P.COM
PLANT PITS ONLY FOR 1 PART GROUND PINE
APR 15 -AUG 15 3-WAY TALL FESCUE BLEND AND 120 LBS/ACRE SINGLE PLANTS. FOR BARK TO 6 PARTS SOIL ~
OTHER PLANTING PR€PARE GERMAN MILLET 25 LBS/ACRE =~;-[~1}:~;; THE ENTIRE BED AREA ` 4E ' " ~ WI ~ 8-8-8 FERT.MIXED
OR SUDANGRASS 30 LBS/ACRE TO BE APPLIED TO ALL PLANTING BEDS
(SMALL-STEMMED VAR.) MAKE HOLE 12" WIDER ON
CONSULT CONSERVA710N ENGINEER OR SOIL CONSERVATION SERVICE FOR BALL + 24" ALL SIDES THAN ROOT PLANTING BED. EDGE
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF BALL DIAMETER
DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER
LOCAL CONDITIONS; OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE. TYPIC TYPICAL SHRUB PLANTING = 2" MULCH
***TEMPORARY -RESEED ACCORDING t0 OPTIMUM SEASON FOR DESIRED } } 1111111111
PERMANENT VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER ~t~ CA R0~''% FINISH /
12" IN HEIGHT BEFORE MOWING, OTHERWISE FESCUE MAY BE SHADED OUT. GRADE Q~ ••~,pNDSCjp~;,.•~
PERMANENT SEEDING SCHEDULE- LAWN AREAS w S tz?S ~5~~ Z?SC S
68 ? -
DATE TYPE PLANTING RATE -
APR 15- JULY 15** HULLED COMMON BERMUDA 85 LBS/ACRE*
BACKFILL MIXTURE : ~'~i,//C ~C......•~~~~~\~` t PART SCREENED PINE ii~~11j01RY}}}}}~~~
BARK 70 2 PARTS SOIL l
B JULY 15- AUG 15 COMMON BERMUDA SPRIGS 5 BUSHELS/1,000 SF (WATERING AT CONTRACTORS EXPENSE) WITH 8-8-8 FERT. MIXED 5
1 2 3 AUG 15 -APR 15 TEMPORARY SEEDING APPLIES** IN AT 1 LB./100 S.F.
* OR AS REQUIRED TO ACHIEVE 95~ COVERAGE AS DETERMINED ON A PER ~ 1 FINISH GRADEITOP OF MULCH SQUARE YARD BASIS PRIOR TO SUBSTANTIAL COMPLETION. / / / ~ 2 QUICK-COUPLINGUALUE: GROUND COVER PLANTING MEkIBERSOFTHEAMERICANDNST(TUTEOFARCHITEC~
_ _ rj\/\/\ RAIN BIRD MODEL 33 DRC OR EQUAL COPYRIGHT 2008 ALL RIGHTS RESERVED
WHEN SEEDING MUST TAKE PLACE OUT OF SEASON FOR PERMANENT GRASS, APPROPRIATE TEMPORARY SEEDING SHALL BE DONE AND THE CONTRACTOR ~ ~\r\~ ~\\\r~\~ 3 VALUE BOX WITH COVER; PRINTED OR ELECTRONIC DRA WINGS AND
SHALL BE RESPONSIBLE FOR PERMANENT SEEDING AS SPECIFIED IN SEASON RAIN BIRD VB-BRND OR EQUAL PLANTING DEVILS ALTS DOCUMENTATION MAY NOT BE REPRODUCED
AT NO ADDITIONAL COST TO OWNER. 4 PVC SCH 80 NIPPLE IN ANY FORM WITHOUT WRITTEN PERMISSION
LAWN MAINTENANCE: (LENGTH AS REQUIRED) FROM LS3P ASSOCIATES LTD.
4 5 3-INCH MINIMUM DEPTH OF CONTRACTOR SHALL BE RESPONSIBLE FOR LAWN MAINTENANCE UNTIL
suBSrANTiAL coMPLETION. 314-INCH WASHED GRAVEL REVISIONS:
LAWN MUST BE AT 95~ COVERAGE AT SUBSTANTIAL COMPLETION REVIEW 8 BRICK(10F2) No. Description Date
TO BE ACCEPTED. Id111d1111114dddUd 5 T IF NOT AT 95% SUBSTANTIAL COMPLETION WILL BE DELAYED UNTIL THE PVC SCH 40 STREET ELL
FOLLOWING GROWING SEASON. - 8 PVC SCH 40 TEE OR ELL
9 PVC MAINLINE PIPE 6
10 PVC SCH 40 ELL a
10dlll/ ll dl l l d l i d 1 11 2" x 2"REDWOOD STAKE WITH
1, TOPSOIL SHALL BE ACCEPTED BY THE OWNER BEFORE THE LANDSCAPE - STAINLESS STEEL GEAR CLAMPS OR
CONTRACTOR BEGINS WORK. GENERAL CONTRACTOR SHALL CONTACT THE OWNER 4 EQUIVALENT SUPPORT SYSTEM
OR ARCHITECT FOR TOPSOIL INSPEC110N.
2. ALL CONTRACTOR'S SHALL REFER TO THE EROSION CONTROL CONSTRUCTION PROJECT: 8401-074730
SEQUENCE AND ADDI110NAL INFORMAl10N ON SHEETS C-401 AND C-402. DATE: 05.08.09
DRAWN BY: TN / RBT
CHECKED BY: JPK
Q!
1
11 7 10 9 8 1
IL
NOTES:
1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
Z. UU IVU I Z)UALt UKAVVIIVbJ.
3. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE.
C=106 omw
QUICK COUPLING VALVE
SOLUTIONS THROUGH LISTENING
SERVICE BY DESIGN
1 2 3 4 5 CONSTRUCTION DOCUMENTS

12" DEEP SAND PIl DEEP SAND PIT
1" DIAMETER STEEL ROD STAKE (F STAKE (RINGER) SEE DETAIL THIS SHEET STAKE (RINGER) SEE DETAIL THIS SHEET V Vake County
POST TOP CHAIN LINK FABRIC, LINE POST " PAINTED FOUL LINE 12" DEEP PIT enfal salt PAINTED FOUL LINE 4 THICK CONCRETE 4" THICK CONCRETE
ROUND END & LOOP CAP PLATFORM PLATFORM
CORNER POST 12° LAWN 12' C®nf'nCJU t
W W W W: W W' W W W W W W W W W W W W ~Y W W ; 'W
15" v 1,66" (1 5/8) OD END & CORNER TOP & BOTTOM t: ° RAIL TIE POST TOP .FABRIC ` W W W W W W W W W ~ W W W W W W W W W W W ~ .:~~~~~~t.~,.,......,,` Care
TOP RAIL LINE POST 4a° •v ' ' ~ *i ~ W W W W W W W W W W W W W W W W W W W W ~ W i . ~
(ROUND) DOME KNUCKLE W W W W W W W W W W W W W W W W W W W W W W +Y 48"
5 GALLON BUCKET • 8" FILLED WITH CONCRETE v ' W W W W W W W W W W W W W W W W W W W W W W y+ >Y` ~ 1 aCIII ~ tl
1.66" 1 5 8") OD ' / BRAC RAIL , ® 12 W W W W W W W W W 300 ~e1 CeII ®CIVG'
4" LONG 1" RUBBER HOSE 12
g. BOTTOM SELVAGE ° i2° ss' ss" Raleigh, C 27610 36" 10'-0" 14'-0" 10'-0" 36 36 12
KNUCKLED • °m ANGLE IRON WELDED TO 15° STAKE
® o HOG RING TENSION ~ • I WIRE LINE POST TIE ~ ~ 40' STAKE 70 STAKE
~ t
/%(1~~~'
TURNBUCKLE ADJUSTABLE h
TENSION BAR TRUSS RoD HORSESHOE STAKE (RINGER) NTS MIN DEPTH HORSESHOE COURT NTS
10'-0" MAX SPACING IN: 36,. ~ . ; ..4•,..e.,.,•:,:r:~
, i,; •
4-IN 1HICK 4-IN THICK 3/8" TOOLED MORTAR JOINTS- ASTM C 270
c e ~ 3,000-PSI ABC 6 ° fixfi-W1.4xW1.4 WWF ADJACENT CONCRETE PAVING PINE HALL BRICK MODULAR
° ~ FlNISH PER SPEGFlCA110NS N -ROUND END POST WIDTH FENCE SECTION ELEVATIO S 7-5/8" x 3-5/8" x 2-1/4" PAVERS . £
(4)x Posr WIDTH PAVEMENT SECTION INSTALL EXPANSION JOINTS Ai M!D CO!/RT UNE COLOR TO BE SELECTED BY THE DESIGNER
EXPANSION JOINT ROWLOCK PATTERN
SLOPE i/4" PER FT. FOR DRAINAGE
e . ' ®ES'Co e ®
2 1 2° ' / , ® ~ ~ ® CLH Design, PA
POST TOP 1„ 12'-0" FACE TO FACE GATE POST 1/2" MORTAR (TYPE S -LATEX ADDIl1VES SOD Regency Forest Or.
EDGE Of _ 2.875" OD CONCRETE °v ` ~ ` ~ ,a ; ' ° ' ' 4o OPTIONAL) - ASTM C 270 Cry ~ 27518 • a .e Phone: [phone]
HINGE POST PAVEMENT SEE SIZE PLAN) •;f't-'% BOND BREAK (BUILDERS FELT IF NECESSARY) Fax: [phone] t~
CHAIN LINK ~ ?
3° FABRIC EXPANSION JGNT NEW REINFORCED CONCRETE (4" MIN.)
GATE FULCRUM LATCH s' SUBGRADE 95% COMPACTED
POST W/ STRIKE STRAP
z ~~y
2" (50MM] SQ GATE FRAME 2 ~
(TYP 4 SIDES) ~ a BRICK PAVERS NTS ~~x~ T~R~ z~„a
a ',o s• x ~4 ~ ~ ng•
TENSION BAR • s• ~ w ~f~ ~y1,~ ~".f„5
(TYP 4 SIDES) BUILDING ?xP,~~~~~:~~~ ~~~s~
8" DEEP ALUMINUM EDGING; 8" HEIGHT
1 ANCHORED; .SEE DETAIL ~t3~f~s~s`~ TOP OF EDGING. TO BE MAXIMUM OF ~~~~`,~4~~
ALL JOINTS 2 ]/2" ~ I PLANTING 8ED Y2" (12.7MM ABOVE. SURFACE_MATERIAL `~N ~ f~g.,,y. 4"-6" SMOOTH. RIVER )
WELDED TO MAKE DROP BAR " _ ~ STONE. CLEAN & FREE
A SOLID FRAME " a MIN DEPTH WIDTH M OF DIRT AND DEBRIS. BED MEDIA OR :AGGREGATE a ~ °
IN: 36" (4) x POST WIDTH > T COMPACT GRADES ADJACENT TO EDGING ~ °0' o TO AVOID SETTLING ~ o 'daq L3P ~4SS CIA TES T.
12 -0 GATE ELEVA TION ~ 5.25' y. 5.25' 040 0°, 'a• 4" o.ao p 434 FAYETTEVILLE STREET, SUITE 1700
12" (305MM) ALUMINUM. STAKES TO `
39.5' N BASKETBALL GOAL LOCK INTO PREFORMED LOOPS ON THE RALEIGH, NORTH CAROLINA 27601.1701 ` ED61NG
CHAIN LINK FENCE DETAIL NTS ~ TEL. [phone] FAX [phone]
NOTES: ' " PERMALOC (800-356-9660) WWW.LS3P.COM
FILTER FABRIC WWW.PERMALOC.COM
REFER TO SPECIFICATION SECTION 02520 FOR SURFACING AND MARKING REQUIREMENTS. CLEANUNE-XL ALUMINUM EDGING, X 8" ; OR APPROVED EQUAL; INSTALL PER MANUFACTURER
a. REFER TO SPECIFICATION SECTION 02870 FOR GOAL REQUIREMENTS. SPECIFICATIONS \~~~lU ~ ~ ~ ~ ~ Uiiii//
s. MARK COURT PER NFSHSA STANDARDS.
~ C~A(~Rp/ _ \\\\N0~0.O~~JJ/Oe; /iii
SKETBALL COURT LAYOUT N. T.S RIVERSTONE BORDER AND EDGING NTS r S
O O o O D D D D D D
1.5000 0 o O o o O O o ~'~%,,N P KEt~~,~~\.
D D o D D D D D ihltiuii~~~
N ~ ~ J"~8~o9
O O O O D D D D D D ALUMINUM CAP
d 71-1/2" TYP
O O a.° O FENCE D D D ° D D ° FENCE 2-1/2"x2-1/2" POST
d a ~ 1
O O a a O O O FACE OF WALL 1-5/8"xt -5/8"
B D D o d o o D IN-GROUND FLUSH MOUNTED STRINGER (TYP)
° UPLIGHT 4) IN CONCRETE BASE;
O O O ° ' O O O REFER TO MANUFACTURER FOR o D 0 D o o INSTALLATION IN CONCRETE. N ~ ~ MEMBERS OF THE AMERICAN INSTITUTE OFARCHlTEC~
d W
O O O O O O 8-1/4" COPYRIGHT 2008 ALL RIGFITS RESERVED
D D D a ° D D D ad o 6„ PRINTED OR ELECTRONIC DRAWINGS AND 6"
~ CONCRETE PAD 3 FACE OF WALL w DOCUMENTATION MAY NOT BE REPRODUCED
O o o 9 0 0 0 O D O o a' a .e d D D D IN ANY FORM WITHOUT WRITTEN PERMISSION
a ° a . Q a n W
d ° a O O d•' a d O O FLAGPOLE ~ 1" SQ. FROMLS3PASSOCIATESLTD. 12" > PICKET REVISIONS:
D O D a a' da. D D D 6, 0000 . ° a a WASHED RIVER STONE; 1 1/2-4"
° DIAMETER' 4-6" DEPTH ALUMINUM FLASH COLLAR FENCE AT CORNER , 'HER No. Description Date
O O O 4° ; ° O O PLAN VIEW p p p ~ • . . d • a . ° a. ° p p p 3000 PSI CONCRETE. W
a' a
d ° . LAGPOLE HARDWOOD WEDGES a .d
O O O ° a d O O ° o D o a' D D ALUMINUM FLASH COLLAR °
d. DRY SAND TIGHTLY TAMPED 'd n AFTER ALIGNING POLE ' 4 . , n,• ; n a
° ° O ONCRETE BASE ° ; b CO O O ° aa' o ~ d 6"
D D a ..a ° • 'd . ° e _ ..TYP...~ d_
a:d ° M TOP OF
O O O ° O O p p p p D p FOUNDATION SLEEVE - 16 GA. , a z 'Q. HOT DIP GALVANIZED STEEL .4 • p WALL ~ PROJECT: 8401-074730
' Q N
° a a • ~ °p ' DATE: 05.08.09
D D D d p ° O a.. • a . d ° •a. ' FENCE SHALL BE INDUSTRIAL STRENGTH DIAL STRENGTH DRAWN BY: TN/RBT
a a d °
° ° EXPANSION JOINT STEEL ENTERIN W D 'd O O C G E GES ALUMINUM ORNAMENTAL FENCE AS D D D o a FENCE AS ~ CHECKED BY: JPK
ALUMINUM EDGING ° MANUFACTURED BY JERI TH. MODEL • 'a H. MODEL
1 4" STEEL BASE PLATE • ' 4. a. ~ N0. 200-72 1-800-344-2242 OR t-2242) OR MASTIC SLEEVE ~
D D D O D D D D APPROVED EQUAL. INSTALL PER 4LL PER
A ,
O O O O O O O 8 _ MANUFACTURER'S RECOMMENDATIONS. 0 0 0 o D D 1/4 STEEL SUPPORT PLATE yENDA TIONS. . . _ . _ rTE
WELDED TO GROUNDING SPIKE (SEE SPECS) COLOR: BLACK. .ACK. E ~L
16 C7 O O O
D D 30"
3/8" HEX BOLT ASSEMBLY OLT ASSEMBLY ELEVATION
, . r
WI rLAI VVA3f7CK Uw
OCK
3.0000 NOTES. BOLT SIDE/LOCK 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. WASHER ON NUT SIDE NUT SIDE cml~07
POST ANCHOR TO SL ' ANCHOR TO SLEEVE
SOLUTIONS THROUGH LISTENING
FLAG POLE BASE DETAIL N,T.s FENCE ON WALL N.T&
SERVICE BY DESIGN
9 2 3 4 5 CONSTRUCTION DOCUMENTS

CONCRETE SLAB
WETLAND SCHEDULE X MANHOLE RING AND WHOLE BRING AND COVER PROVIDE TEMPORARY PRE-TREATED ~ ~,AB WOOD OR GROUT AS NECESSARY. MANHOLE RING AND COVER a e C Ut1 f
1 BARS 8"0 POND NUMBER DESCRIPTION ~ " " BARS 8"O.C. E W TO BLOCK ORIFlCE/WEIR UP BARS 8b C. E.W. f TO ElEV: T
roP sLA6 ELEtH c H F-y A (FT) 207.00 PRIMARY SPILLWAY ELEVADON °R T~ ~B ELE~ ~ ~ ~P ~P e?~al ealf
WETLAND OUTLET ---r-~---~+-£r: ~'4 REBAR 6` a~ E.W. WETLAND OUTLET ; ' , ` /4 R®AR 6' O.C. EW. IN EACH OPEN OPEN-THROAT YARD INLET IN EACH OPENING
B (Fl) 208.00 RIM ELEVAflON OPEN-THROAT YARD INLET
PRIMARY SPILLWAY 12" ~ C (Fl) 210.42 TOP SLAB ELEVA110N DRILL OPENING IN END RIM ELEV: B 3• 12` OU SI 3"
D (FT) 20,00 OUTLET BARREL INVERT ELEVA110N CAP. DIAMETER: Q ROPE FOR ACCESS TO EMBANKMENT RIM'ELEW B SLOPE ANCHOR REPAR are erv'c
TEMPORARY FAIRCLOTH SKIMMER SKIMMER FOR MAINTENANCE E (FT) 20,00 BOTTOM OF PERMANENT SEDIMENT SIORAGE(PSS) OR APPROVED EQUAL. Y Y VALVE 10 STRUCTURE
F (FT) 210.00 lOP OF EMBANKMENT ET.EVA110N DIAMETER: S TEMP. FAIRCLOTH SKIMMER DRILL OP~NG~N END - S1EM SUPPORT EM SUPPORT ~ , aClllt
EN OR APPROVED EQUAL. CAP. DIAMETER: Q - EMBANKMENT
G (FI) 185.00 FES OUTLET INVERT ELEVATION OU1tET DIAMETER: S BARREL J ~ 3OO Merrell Drive
H (FT) 207.00 PERMANENT POOL 4 PVC-- Raleigh, IVC 276 ~ 0
1 (FT j 4.0 OU11ET STRUCTURE INTERIOR LENGTH PRIMARY SPILLWAY PRIMARY SPILLWAY
® CONNECT FLEXIBLE PIPE INVERT ELEV.: A 4"PVC TEE ~ " J (FT7 4.0 OUTLET STRUCTURE INTERIOR W1DiH TO POND DRAIN. GATE 4 PVC INVERT ELEV.: A
FLEXIBLE PIPE VALVE SHALL REMAIN K 145 LF 24"RCP OUTLET BARREL OPEN. REMOVE SKIMMER
w„ PRIMARY SPILLWAY ~ 1. ALL STRUCTURES OVER 3'-6"IN DEPTH TO BE PROVIDED WI1H STEPS 1'-2" ON CENTERS. S1EPS
L 204.00 TOP OF PERMANENT SEDIMENT STORAGE PSS ONCE POND IS NO LONGER DRILL OPENING IN ENO ( ) UTILIZED AS TEMPORARY " J 8" CAP. DIAMETER: Q SEDIMENT BASIN. 8 CONNECT F1EX?BLE PIPE SHALL BE IN ACCORDANCE WITH STANDARD 840,66.
M (IN) 207.00 TOP OF INTERNAL EMBANKMENT - I,,,__, TO POND DRAIN. GALE 2. CLASS "A" (3,000 PSI) CONCRETE TO 8E USED. ~i~"~~~~ BARREL
VALVE SHALL REMAIN N (IN) 207.00-20&00 SHALLOW LAND OPEN. REMOVE SKIMMER - 3. ALL MOTOR.. JOINTS ARE i/2" t 1/8`
ONCE POND IS NO LONGER 0 (IN) 208.50 SHALLOW WATER U111JZED AS TEMPORARY EMBANKM T 4: FORMS ARE TO BE .USED fOR 1HE CONS7RUC110N
PIN TBD DEEP MARSH X SEDIMENT BASIN. OF THE 80TTOM 'SLAB.
C) V y V
IN 2.0 PRIMARY SPILLWAY OPENING PLAN VIEW BARREL OUTLET INVERT ELEV.: D: -I V ~ - 0 O TEMPORARY SEDIMENT BASIN NOTES: f-- BARREL OUTLET INVERT ELEV.: D --i
R (IN) 210.00 EMERGENCY SPILLWAY CREST ELEVATION _ EXTEND TO SLOPE BOTTOM PSS- E ~ . ~ ~s , . ,
1. INSPECT DEVICE AFTER EACH RAINFALL REMOVE SEDIMENT WHEN SEDIMENT REACHES A , S (IN) 2.5 SKIMMER ORlFlCE DIAMETER DEPTH OF NO MORE THAN ONE-HALF THE HEIGHT OF 1NE RISER
T 206.50 INTERNAL WEIR ELEVATION PVC DRAIN WITH GALE 2. CLEAN SKIMMER WHEN DEVICE NO LONGER DRAINS PROPERLY. VALVE AND HAND WHEEL
U IN 18 RISER BASE HE]GHT ANCHOR TO OUTLET STRUCTURE - BARS 12` ocEw SECTION X-X
3. PROVIDE PAINT MARK ON RISER AT 12" HEIGHT. CLEAN AND REPAIR ONCE SEDIMENT VAVI.E TO BE OPEN DURING SECTION Y Y )N Y Y
V IN 18 RISER BASE WIDTH REACHES MARK. CONSTRUCTION. DIAMETER: R PERMANENT OUTLET STRUCTURE ®ESICIV
W FT 24 EMERGENCY SPILLWAY LENGTH 4. INSTALL ALL COMPONENTS OF POND EMBANKMENT, OU11ET STRUCTURE, SKIMMER, EMERGENCY SPILLWAY, ETC. (UNLESS N07ED) PRIOR TO BEGINNING CLEARING OPERADONS. SCALE: N.T.S: STORMWAIER WETLAND MAINTENANCE SCHEDULE ~ Design, PA Regency Foroet Dr Suits 120
X (FT) 207 SEDIMENT SKIMMER BASIN BOTTOM ELEVATION DESCRIPTION METHOD FREQUENCY SEASON Cary, Nc 27518 Phone: [phone]
5. RETAOVE ALL TRASH AND OTHER DEBRIS FROM RISER AND POOL AREA BAFFEL NOTES: EMBANKMENT Fax: [phone]
6. CLOSE POND DRAIN WHEN TEMPORARY SKIMMER IS REMOVED. 1. DRIVE STEEL FENCE POST AT LEAST 18" INTO SOLID GROUND. INSPECT AND REPAIR VISUAL ANNUALLY ALL
EROSION /ANIMAL NESTINGS
2. WOOD POST5 ARE NOT ACCEPTABLE. 3. USE STAPLES 1' APART TO ATTACH FABRIC OUTLET STRUCTURE
TO "HOG WIRE". , . . DEBRIS / OBSTRUCTIONS BY HAND WHENEVER NEEDED ALL ~~rt~~'sf~:u-~ ~n~~
BAFFLE (TIP) 4. BAFFLE SPACED AS PER APPROVED PLAN. ~ r O~ ~~~r
EARTH BERM s F~ eA. 5. BAFFLE FABRIC SHALL WOVEN JUTE NET. ~ FT'~9 s sy FOREBAY /DEEP POOL G~~<,: y~~?~~ . ,
r` A j oS~cF ;k 'n',•a~a~ ' .3 .
' FABRIC FOLDED TSH BOTTOM OF BAFFLE IN OVER HORIZONTAL S ~ TRENCH AND TRENCH nR~ '1:'~'' SEDIMENT /DEBRIS BY HAND ONCE PER YEAR ALL ~ .n~r~~ "~t<<
ST ~N FILLED WITH SOIL AND' ; TOP OF BAFFLE SHALL BE 6" QUILT SURVEY I ' ~ PO ~pF MPA T D ~ BELOW THE RIM OF OUTLET T SURVEY EUI ETS PI,A,,,,~ s~
HORIZONTAL POST ti~N CO C E STRUCTURE NOTE CONTRACTOR SHALL PRO ACTOR SHALL PROVIDE AS-BUILT TOPOGRAPHIC REPLACE ANY DEAD OR SEE PLANIINO TWICE PER YEAR MAR 15 -APR 30 ~~~^~~gsah~~~~~~~~~~
C o , i`~., SURVEY PERFORMED ETY A PROF FENCE AND FABRIC ~ , ~ _ , CERI?F17NG WET DETENTION POh ORMED BY A PROFESSIONAL LAND SURVEYOR DISEASED VEGETATION SPEClFlCA110NS OCT 1 - NOV 30 ~~1~~szn~`~~f~~r~ ET DETENTION POND AREA DIMENSIONS, CONSIDERED BEYOND a &s ~fi?~`
BURIED IN TRENCH ELEVAl10N$ OUTLET S1RU61UR! DUVET STRUCTURE INVERTS, ORIFlCE DIAMETER, TREATMENT
d~ ' PIPE SIZES AND CLEANOUT LOC ; EXTEND 20 FEET OU7510E LIMIT; VD CLEANOUT LOCADONS TOPOGRAPHYMALL ~~~~,€F.,'~ ; :ET OUTSIDE, UMITS OF PONO. 1REAT ALL DISEASED. MECHANICAL WHENEVER NEEDED ALL
6"x6" TRENCH ' _ 24' " 24 " ! PLANTS-NOT TO BE REMOVED OR BY HAND
L ED AND O ~ ~`'ti MIN MIN RACKET L COMPACTED ' WATER PLANT MATERIAL BY HAND IMMEDIATELY AFTER N/A
e ® 1 P SEDIMENT BASIN HOG WIRE ATTA .NED ~ ANTI-SEEP COLLAR AND END of EACH DAY coMPLEnoN ~ L 3 ASSOCIATES L . FOR 14 CONSECUTIVE PRO~CT
is SECTION AT OPENING TO POSTS WITH LENGT S SCALE: N.T.S. DAYS AFTER PLANTING
OF WIRE HORIZONTAL METAL POST WIRED SECURELY TO REPLACE SUPPORT BY NAND ONCE PER YEAR SPRING 434 FAYETTEVILLE STREET, SUITE 1700
PERSPECTIVE VIEW VERTICAL POSTS STAKES RALEIGH, NORTH CAROLINA 27601-1701
BAFFLE INSTALLATION -STEP 1 BAFFLE INSTALLATION -STEP 2 REPLACE DEFICIENT BY HAND WHENEVER NEEDED ALL TEL. [phone] FAX [phone]
STAKES OR WIRES WWVY.LS3P.COM
BAFFLE INSTALLA T10N CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE UNi1L SUBSTANTIAL COMPLETION AT WHICH I1ME OWNER WILL ASSUME MAINTENANCE RESPONSIBIUIY. ~~~11~I~III11//
scALE N.rs• INSTALL SLOPE PROTECTION MATTING
ON ALL SLOPES STEEPER THAN 6:1 TOP OF EMBANKMENT ELEV.: F AND FLOOR OF POND 10' LANDSCAPE WARRANTIES SHALL APPLY TO STORMWATER WETLAND PLANTINGS CARS ii~~ii .,1~
BOTTOM ELEVATION OF 1EMPOARY SEDIMENT BASIN. EXCAVATE ;~,o.~oFESSio y9, ;Q ;
WETLAND MARSH AND MARSH EMBANKMENTS UPON CONVERSION S =
OF BASIN TO PERM. WETLAND. 100-?R STORM CONC.` AN71-SEEP -
SEE CONSTRUCTION SEQUENCE EMER. SPILLWAY CREST ElEV.: R ON EROSION CONTROL PLANS. 10-18 STORM COLLARS, QTY.• 2 : v ' EMERGENCY SPILLWAY 9 , ~ ~ NE,•°~ .~Q\\
OUTLET STRUCTURE 3 ~ 3 INSTALL SLOPE PROTECTION MA171NG ~i~i
4' 2-YR STORM SEE DETAIL THIS 1~ SHALLOW LAND ELEK• N 4° ~ I SHEET. .y.l fi"~ ~ ~r- ''-1-~1 /ON ALL SLOPES STEEPER IRAN 6:1 //~~iiilll~jilK~~~\\\\
TOP INTERIOR EMBANKMENT: M TOP INTERIOR EMBANKMENT: M PERMANENT POOL CI WE D PERMANENT POOL ELEV.• H IMPE COMPACTED 4' d I IMPERVIOUS FlLL 7 ~ ~ SEED & MULCH EMBANKMENT `r~g(0~
WEIR ELEVr T 3 ELEV: H SEDIMENT BASIN BOTTOM ELEV: X 1 1~ WEIR ELEV.• T SEE SEEDING SCHEDULE. R
s FOREBA Y a tl. N
1 DEEP POOL _ PERMANENT SEDIMENT 3 ~1 PERMANENT SEDIMENT
STORAGE (PSS) 1I- STORAGE (PSS) BARREL W1LET RCP W11H RUBBER GASKET (ASTM C-4~ _ . _ _ _ _ _ _ _ . _ . _ fNVELEV.._..D.... _ _ 4SKE7 (ASTM C 443) _ _ pURET BARREL: K . FES OUTLET_
ELEI~ L ~ y ELEV.' L _ 3
SEE FOREBA Y ~ ~ Q v 1~ , ~QC~ a WEIR SEC110N ~ ~ o W ~
FOREBAY BOTTOM PSS= E o ~ ®2 N =
2 ~ o BOTTOM PSS E S y x 1 B W'~ ~ 1 ~ 1 e1 N OUTLET PROTECiIONJ
~ Q 3 ~12IE i SEE GRADING PLAN
a ~4~ ~2-FT DEEP CUT OFF TRENCH.
~ EMBANKMENT SHALL BE CONSTRUCTED OF CLEAN STRUCTURAL SOIL, FREE OF ROOTS, VEGETATION, ROCKS & OTHER OBJECTIONABLE MATERIAL. SCARIFY SURFACES BEFORE EXCAVATE .TRENCH ALONG CENTERLINE MEMBERS OF THE AMERICAN INSTITUTE OFARCHITECTS
PLACING FILL PLACE FIlL IN 6-8 INCH LOOSE LIFTS. COMPACT TO AT LEAST 95% OF THE STANDARD PROCTOR DENSITY. OF EMBANKMENT AND EXTEND INTO BOTH ABUTMENTS 70 AT LEAST THE ELEVATION COPYRIGHT 2008 ALL RIGHTS RESERVED
OF 1HE RISER CREST.
PRINTED OR ELECTRONIC DRAWINGS AND
DETENTION WETLAND AND EMBANKMENT SECTION scALE N.rs. DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD.
~~,,,~,r-, TOP OF EMBANKMENT ELEV.: F
yy TOP INIERI TOP INTERIOR EMBANKMENT: M REVISIONS:
3 3 -It 1~ 6, No: Description DaPe
,i EMER. SPILLWAY CREST ELEV.: R ~ ~ 3 3 -I1 ~f
T' f WEIR ELEV: T
a ~ ~ , f, r..:. ~ , 6 3 £ v., f F
S"7. rr a ~ f 18" THICK CLASS 'B' v 4 , r
i.' . , . r.. C.'4,: y f. ~
STONE ON FILTER FABRIC
EMERGENCY SPILLWAY SECTION 18" THICK CLASS '8' STONE ON FILTER FABRIC
SCALE: N.T.S. FOREBAY WEIR SECT10N
sCAlr• N.rs. PROJECT: 8401.074730
INSTALL SLOPE PROTECTION MATTING
ON ALL SLOPES STEEPER THAN 6:1 DATE: 05.08.09 WSTALL SLOPE PROTEC110N MATTING -
10' ON ALL SLOPES STEEPER THAN 6:1 DRAWN BY: TN/RBT
10' CHECKED BY: JPK
TOP OF EMBANKMENT ELEV.: F TOP INTERIOR EMBANKMENR M
i2" 3
~I ~I ~I l EMER. SPILLWAY CREST ELEV.: R ~1
A 4' WEIR ELEV• r ~ SHALLOW WATER IT
3 3 EMERGENCY SPILLWAY ELEV: 0
i ~ CUT INTO EXISTING SLOPE ~ i 18" THICK CLASS 'B' 3 ET Ins 1 ~ j zr
STONE ON FILTER FABRIC ~V 3 H.1' L A . , u.....
} , € ' i DEEP MARSH •ii ~ y.
ELEV: P , ' ~ }
4' f

ITOE OF SLOPE v
EMBANKMENT SECTION AT EMERGNE CY SPILLWAY f FOR®AY BOITOM PSG E
SCALE; N.T.S. FOREBAY WEIR PROFILE SCALE: N. T.
SOLUTIONS THROUGH LISTENING
STORMWA TER WETLAND AND TEMPORARY SEDIMENT SKIMMER BASIN N.rs
SERVICE BY DESIGN
1 2 3 4 5 CONSTRUCTION DOCUMENTS

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WETLAND TREE LIST
KEY OTY PLANT NAME SIZE nfn u Co u
10 POND CYPRESS 2-1/2" CAL.
TAXODIUM ASCENDONS B&B o Care ervice
10 RIVER BIRCH 2-1/2" CAL.
BEIULA NIGRA B&B Facility
9 BALD CYPRESS 2-1/2" CAL.
TAXODIUM DISTICHUM B&B 300 Merrell Drive
4 WATER TUPELO 2-1/2" CAL. NYSSA AQUA7ICA B&B Ralei h, NC 27610
3 SWAMP CHESTNUT OAK 2-1/2" CAL. 0 9
QUERCUS MICHAUXII 8&B
i TREE / 200' -SHALLOW LAND
SHALLOW WATER PLANT LIST
KEY PLANT NAME QTY, 'EMARKS o~
ate' IRfS NELSONII -NELSON'S IRIS 225 QUARK CONTAINERS
'.JUNCOS EFFUSUS -SOFT RUSH 225 LANDSCAPE ARCHITECT NUPHAR LUIEUM - SPADDERDOCK 225 TO APPROVE LOCATIONS i
..w. ~ PELTANDRA VIRGINIANA -ARROW ARUM 225 !N THE FIELD. ,h.
PONTEDERIA CORDATA -PICKEREL WEED 225 7,230 SF SAGITTARIA LANCIFOlIA - NARROWLEAF SAGIT7 225 , '
SAURURUS CERNUUS -LIZARD'S TAIL 225
SCHOENOPLECTUS TABERNAEMONTANI -SOFT 225 STEM BULRUSH
1800 TOTAL
PLAP TS DEEP
PQOL ®ES'C~
HALL W LAND PLANT LIST s o CLH Design, PA
t00 Regency Fornet Or. Suite 120
KEY PLANT NAME QTY, REMARKS Cary, NC 27518 Phone: [phone]
CARER SIRICTA -TUSSOCK SEDGE 257 QUART CONTAINERS EUPATORIUM FISTULOSUS -JOE PYE WEED 257 LANDSCAPE ARCHITECT Fox: 919.319.7516
HELIANTHUS ANGUSi1FOLIUS -SWAMP SUNFLOWER 257 TO APPROVE LOCATIONS
HIBISCUS MOSCHEUTOS -MARSH HIBISCUS 257 IN THE FlELD. 6,061 SF IRIS VIRGYNIANA -BLUE FLAG 257 /
ORONIICUM AQUAIICUM GOLDEN CLUB 257 1 SCiRPUS PUNGENS -COMMON THREE SQUARE 257
O f
CEPHALANTNUS OCCIDENTALIS - BUTIONBUSH 96 1 GALLON CONTAINERS .Y/ g~ z ~~~a~ks
ILEX VERI7CILLATA - WINTERBERRY 96 .LANDSCAPE ARCHITECT ITEA VIRGINICA - SWEETSPIRE 96 70 APPROVE LOCATIONS
IN THE FlECD.
(THESE PLANTS ARE IN ADDI110N TO TREES 2088 SHOWN ON THE PLAN) PLANTS r;~ 3 F 4~~ ai ti~ §~~~,~~ha~
C DEEP POOL PLANT L?ST
KEY PLANT NAME QTY, REMARKS
SAGITTARIA LATIFOLIA -DUCK POTATO 6 QUART CONTAINERS
NUPHAR LUIEUM - SPADDERDOCK 6 LANDSCAPE ARCHITECT
HYMENOCALIS LIROSOME - SPIDERLILY (BULBS- 2 TO APPROVE LOCATIONS PLANT IN 2' OR LESS DEPTH OF WATER) IN THE HELD. V
620 SF ELODEA CANADENSIS - WATERWEED 3 u ~ ~ V L3P ACITE T .
NAJAS GUADALUPENSIS -SOUTHERN NAlAO 2 LEMNA SPP. -DUCKWEED 2
434 FAYETTEVILLE STREET, SUITE 1700
\ RALEIGH, NORTH CAROLINA 27601-1701
TEL. [phone] FAX [phone]
21 TOTAL V PLANTS V ' G , WUVW.LS3P.COM
V'
wETLAND solL Mrx
ADD 4" OF TOPSOIL 1HROUGHOUT STORMWAIER WERAND AREA. TOPSOIL SHALL BE PLACED WITHIN THE SHALLOW LAND, SHALLOW WATER AND DEEP POOL AREAS AND ADHERE TO THE
FOLLOWING REQUIREMENTS:
1. THE SOIL MUST BE UNIFORM AND FREE OF STONES, STUMPS, ROOTS, OR OTHER SIMILAR MATERIAL GREATER THAN 2 INCHES,
2. SOIL 1EXTURE SHALL BE A LOAMY SAND, WITH NO MORE THAN 10%%% CLAY (USDA SOIL O
TEXTURAL CLASSIF1CAlI0N).
3. A MINIMUM ORGANIC CONTENT OF 10~%% BY DRY WEIGHT.
Q ~A R0 l O~.''~.ANOSCgpf.'~,f, ~i
4. THE PH SHALL BE BETWEEN 5.5 AND 7.0. ~0 Z:~`` T .
£ GORY ~
~~~~<<i u n m~~~~~
B e v 5 r'~o9
NOTE: WETLAND AREA WILL NEED TO 8E DRAINED ONE DAY PRIOR TO Q
PLANIIN~ ~0~ MEMBERS OF 7HEAMERICAN INSTITUTE OFARCHITECTS
COPYRIGHT 2008 ALL RIGHTS RESERVED
'PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD.
REVISIONS:
No. Description Date

V
v,
0
J0:
0Q
PROJECT: 8401.074730
DATE: 04.23.09
DRAWN BY: TN/RBT
CHECKED BY: JPK
;4.
i
~ WEIR
A REFER TO SHEET C302 FOR CONTOURS ETLA
AND GRADING INFORMATION LANTI

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Lp f U!f
"k
V5; F ,
C.
SOLUTIONS THROUGH LISTENING
=SERVICE B DESIGN
1 2 3 4 5 CONSTRUCTION DOCUMENTS