20061302 Ver 2_Site Plan_20080424

Development Plan No No Issue Date
LEGEND
ii - y ,q
x, , 1 Proposed Storm Sewer Line
- - _ EIP w ~ - r ~ 1 Existing Storm Trunk Line
- ~ ~ , , ~ , l~ , ,
„o~ - , ' 1 Existing Storm Sewer Line ,o
a Point of Analysis
N i , , ~ .T-' , 0 Proposed Major Contour
y~ 5 i i
- - y ~ ~Y' Y x V - F - , ~ ~ ~Y~r^r'l ~ 1 F 1~ i \ Proposed Minor Contour
Y i4~51 9 , i Existing Major Contour
, ,h , , F.. x 1 y 1
~r ~ u ~ Existing Minor Contour
Q • \ ~ S 0 7 > ~ _ / Proposed Subdrain
~r \ ~ ~ L.
T' ~ . L - G ,
i gam` _ ~ ~ / \ ~ \ ~ ~ ~ Sn ~ ~ ~ AREA OF DISTURBANCE 0.8 ACRES
,i L, FILL 1,382 CY
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\ ~ ~ \s~. .iii EXPANDED y`~ ~ ` ~ ~ h TABLE 1: SITE IMPACTS AT EXISTING POND
yw~ ~ PROPOSED NORTH GALLERY \ PARKfN ~ R ~ A EA - 1
\ '°h EXISTING ~
, / PROP05ED STORM \ ~ ~ TRUNK STORM SEWER RY \ h _ sTo 2 LDG ING -TING
SEE SHEET C104 \ .Ya ~ - RICK g EXIST B - XIS- -
PROPOSED NORTH ROADWAY , ~ WATER QUALITY SWALE ~ - \ a ;mow ;-1, HEDS \ ~ S \ ~ SHEDS~ - \\~~~\0N\\\IIIIIIIIIIIIIIII/~j~~~~~~
- SEE SHEETS L6Q1 AND L603 ~ ~ TRUNK STORM SEWER ~ - - - " , \ TI IS
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SEE SHEET C104 ~ ~~5~ AGE ~5 ~ I - GAR
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WATER QUALI SWALE PROPOSED 0 , , , RM SEWER , , II ~ , a 1 1 ? 1 I 1
~ ~3 ~ ~`•'3 ~ SEE SHEETS 01 AND L60 GALLERY yG , 11 II
BUILDING ° ~ ~,j° RCP I I 1 11
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\ 6 ~ ~ ~ i II 11 - - 11 1 1
WI VEGETATED ROOF +jr ~ ` y° ~ I LI L,I t _ 1 1I ? 11 1
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t a~ ,~r 1 1 1
~ ~ PROPOSED GARDEN i ~ ~ 1 , ~ ti s s ~ ~ , , ` , 1 1 1
~'3 AREA (TYPICAL) PROPOSED I ® 111 i 11 ~y
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~ I'' \ PROPOSED STORM WATER = .j ~ i I +rr 11 ~ r II y 1
~ ~ ry \ ~ QUALITY SWALES EXISTING STONE BUILDING ~h :r -P i i X
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Stormwater Mana ement Im rovements No No Issue Date
9 p 01 01 Package B - Construction Documents 30 Apr 2007
02 02 Stormwater Revision 03 March 2008
A. Drawing List
c J~ ~ i J`v, ~ ~ ~ ~ ~ E Drawir f a
p fr,, SW101 - ~ , t'J SW101 Stormwater Management Improvements
, ~ ~ f- r r`f r'~ ~ F~ f ~ , SW102 Erosion Control Plan
r'' r 1 / _ r SW103 Stormwater Management Details - 1
t ~ - ~ . - ~ - x 1 r r f- _ O j. ~ f r , f ~ ~ w SW104 Stormwater Management Details - 2
r f I l ~ r w--, / r"` 1 f' ~r ~ 1 SW105 Landscaping Plan
r ~ _ i j~ _ r ~ j ' ~ ,J - j ,f f / / ~ fr ` i j - ~ f f ~ „ a t
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f ~ v i ~ f ~ t r r,,- Q ~ / r f, J, J 1 t ~ r
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1 ~ fir ~ 4 ~ ~ f r 0 1 j i ' 1~~
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/j ' .r'' ~ _ s~ ~ SALT NATE SW-? WITHIN BOXED AREA y ~ I I
i ~ f `
Le end Notes g - oo 7~ ~o nd Notes
y~. r. ~ ~ ~ i i ~ ~ o ~ r ~ ~ I' t t I
- ~ , ,r ~fi i / '~l i ~ ,1 f-~~" SAWCU~`° (STING CULVBR~~~AND 1~ Le end 1, i ~ / r ~ INSTALL PROTECTION~~ 1' l
~ : ~ , i , i~ 1 ~ i V l ~ ~ r ~ , 1 ~ i 1 l` ~ I i~
r i ~ s li ~ ~ . _ ~ it 1 / ' f i ~ 1 ~ S~E~ DETAIL SW104 o r ,1' ~ 1,, ~ Pro osetl Contour ~ ~ p ;ed Contour
~ ~l, ? ~ - - - I ~ 1 L t l , 1 i ~ ,r ~ l ~ '
~ QS t ~ ' l ~ 1 - ~ ~ 1 f 1 E ' r r. I ~ f` r
} I 4 / , f \ ~ ~ i 1 f'' 1` ~ ~ ~ ,r Existing Contour t i ~ , Rk~TECT ~XISTI CULVERT 2, + r i f ~ r'~ ~ t t ~t g Contour
t r ' r ~ i' i ~ ~ ~ i t ~ J 7 JJ ~ I ~ i~ r I ° PLA SH PROP¢~rE~ ~ i f i
r r r ~i i ~ ~ - - r i C E GRADE`S TO AT H ,6~ULV RT ~ t ~ ~ ~ ~ - ~ , - ~~~ti.~ ~ Existing Storm Sewer g Storm Sewer
/ + ~ i ~ ~ I ,-i, t - 1 ~ i ~ _ ~ - , ' ~ 11 ~ ~ ,.~I I _ 4 ~ + j ~ ' ~ ~ ~ t r ~ ~ , f I J J ~
, i ~ i ~ r ~ Existing Storm Sewer ~ 1 ~ i a 1' / i /i~ ~ ~j 1 g Storm Sewer Manhole
/ t r 1 ~ i U 1 / , 1 }1 ~ ~ !t ! J ) X ~4 i ~v~+
~ ~ S ITE 1AN ;AND ~ - r~~ ~ ~ f ~ 1 / Existing Storm Sewer g Storm Sewer Inlet
` CO-~04~~6~0 tp,~~ ~ i ~ t ~ ~ ~ I` y ~ 1, 1; fF
;~'F0~ U`R,S~'RE~,M IMF D!J~MENTS ~ l~ ~ -f` i jf - ~ '
AND' EROSI ~ N CONTROL ~ ~~ATURES 1~ ` ~ if ~ t p ~ ~ + _ , 1 ;o ~ 1 ,r i I ~ Limits of DisturbancE f i 0 t _ i of Disturbance LOD
/ ` t ~ 1 F ~ ~4 , A i. 1 ~ ! ~ e~ J / l ! ~ 1 I C i ~ ~ 7 1 ~ 7 y t I ~ r' i ~ i ~ f / I f ( i 7
!1 ~ t 4 t i i f ~ ~ l t t ~ ~ ~ ~ ~ i r ~ 4 , + P Pro osetl To Of Ban s , r l 1 ~ r ~,F-'_~ ~ ^L S~ 4 ;ed Top Of Bank
( ~ ~ i r _ ~ ~ ~ i f 0 1` t ! t 1
i~ 1 i ~ ~ } r y'' I ~ r ~ ~ 1 ~ r O f' t r~ I i j I f t ~ i i i I :l t ~ a _ ~ Pro osetl Outfall Pro 3ed Outfall Protection Area
; ~ ~ ~ ~ I i ~ 1 ~ - p / i ~ ; i 1 ; i f ~ ~ ~ I
, ~ i ~ r~ _ 1 t 4 , ` ~ SWALE-Ci_NTERLINE'',,, l ~ i ~ ~ f ~ \
a ~ - 4 r! AL~NMENT ~ ~ 1 i I i ~ 0 1' ' r EX INV. t ~ o j i DEMOLISH A_ND R~uIOVE
, i~~ 1; t t 1 ` ~ i , , t t , ri ; CULV fi fNTHIS AREA
1. ..:...J~~ ~ i ~ i ~ 4 I` I r~ i ~r ~ ~ 1 i , , ~ f EX INV. ~ Proposed Rock Drop t j j ~ 3ed Rock Drop Structure
~ ~ I ' r _ : V ~ t, ' ~ t 399.76 ~ ; a i
till ti ~ ~ ~ i r 1 1 ~ ~ l l V t i Ll' I ~ , i r t ~ ~ ~ i ~
1 r1 ~ ~ ~ rl ~ ~ r j i t r ~ z i` t r , ~ t Z 1 ~ 1 1 i ~ ~ ' r' ~ t 1~ ~ i' Jj/ ; i ` ~ i + ~ % ~ I
~ , I ~ ~ ~j +i ~ ~ ~ ~ t t ( I 0 I I l
: ~ SE~'~5C,0 04-062 1-0'~ ~ , ~ ~ ~ , '72.48 F` X30" DPE l 1 1~ i r i~ ~ r' ( l~ t t~ r t~ / / ~ 1 / 1 ~ l t~ l l t ~4 ~~~4 I i I~ / ~ / , i ~ ~ ~ ~ ~ ~ NOTES
1~~~ 4 i (P CK~G E) FOR STO SEWER ~ ~ ~ ± ~ 4 ~ ~ ~ 1J R INV. 428.86 i , EN~ATEF# AN~'~ REG~ADE PONS ~ l v j ~ / i ~ ~ ~ l
1 ~ ABOVE AN OLE ~'l ~ t i p I ~ ~ ! ~ ~ D a~AM I V. 43.00 t ~ ~ l ~ > i 1 ~ ~ i1r 1~~ 1 t ~ r ,r(sE~ DEVIL NQ. ~ w1o~
i l ~ ~ C , a~ ~ ~ RE'1~ AND DISPC~ E ~o' ~ ` Y.~F ~ v 1 1' + 1 ~ ,.v1 ~ ~ ' i 1. SEE PROJECT SEE PROJECT SPECIFICATIONS 02635 STORMWATER MANAGEMENT
i , _ - _ 1 -0F, F~(1STING IPE I~KID FES) 1'+;~ , f _ Jf r f ~ ~ ~ 1' i ~ ~ CONSTRUCTIO CONSTRUCTION, AND 02940 STORMWATER LAWNS, GRASSES, AND
t f ^ 1 t r r 1~ a= 1~ ~ _ ~ ~ w PLANTINGS FC PLANTINGS FOR SPECIFIC INFORMATION RELATING TO THIS SHEET.
J t 1~ 0 1 ~ j 7 _ 7 ~ ~4 ~ `4 f t
~i f' 1. `r., ~ f j' f I } Est 1f ~ .1 ~ ; 1,, ; MAINTA ~ , ,r 2. SEE EXISTING SEE EXISTING SURVEY AND UTILITY PLANS FOR ADDITIONAL SYMBOL
r ' ~;~r' f , ~ ; , EXIST( STR~C7UR~
L° ~ ! ~ r 1 _ I I i ( ~ _ ' ~ ~ ~ ! ~ i ~ ~ MODIFY ~ PER IDE~AILi ~ i LEGENDS AND 1 1 JJ jt (p f f / ~ ~ ' ~ l ~ l i LEGENDS AND LOCATION OF FOUND UTILITIES. OTHER UTILITIES MAY
t 1 ~ _ f ~ ~ p J_ I ~ ~ ~ ~ f` ~ j / No. 7 W104;~ ~ EXISTAND L01 EXIST AND LOCATION AND PROTECTION IS THE RESPONSIBNILITY OF THE
, i i i { / j,tl / 1 ~ ~ ~ ~ ~ ~ y,'r y ~ ~ i ~ ~ r' J~ J ~ l~ ~ ~l ~ ~ ~ _ r 1' ~ ~ _ ~ CONTRACTOR. ~ r ~ .f i i it , + J f ~ ~/N ~ CONTRACTOR.
i ~ t ti ~ j t i i ' f ~ i ; j Ff f , t i , \ r \ I / f,' t l J ~ s ~ i J / ~ ~ '1 t 't ~ i j f ' \ } if / 1 1~ ~ t 1, 4 J - \ ~ ~ ~ ~~1 J ( I 4 { \
~ i ~ ~ f ~ i ? t ~ s`~ ~ ~ ~ ,r ; ST~UC~ DI ENT BAS WEIR f CON SE IN AND t ~ ~ ~ ~ ~ ~ ~ 3. EXISTING UTIL EXISTING UTILITIES MAY EXIST WITHIN THE LIMITS OF DISTURBANCE..
t/ ~ 1 4 i 1 t ~l ! J 4 ~ ~ ~ i .Y ,t ~ SEE D~TAI'I~ N0. 3 ~WY~2--, I t' 1 f ~ ~ f i i 1' ALL UTILITIES ALL UTILITIES ARE TO PROTECTED IN PLACE WHERE POSSIBLE, OR
1 4 ~ 1 \ ~ l , i 1. A ~ ~ t ~4 4 , 1 1 1 ~i / 1 ~4 ~ ~ ~ i ~i~~/// 1 : f ~ ~ ' ~ i L
RELOCATED T( r, 1 fr ~ / ~ f fl ! i ! ~ 1 i ~ ~ ~ s~ ~~l RELOCATED TO THE NEAREST PRACTICAL ALIGNMENT., WITH THE
4 i 1 \ 1. 1 O ~ 4 ~ Z. ~ l /t /"J , I t, 4 ~ ~ ~ ill ~ ~ > 1 ~ 4 ; i ~ ` ~ APPROVAL OF ~ t` ~ ~ t ~ APPROVAL OF THE ENGINEER.
1 ~ i ~ ~ ~ ! i ~ ~ • i , ~ ~ ~ ROC1~-'DROP STRU URE 0 CAI E RIM TO 424 75 ti , + 1 ' ~ t 11 'REPLACE GRATE WIrtH S .NI3' COVER 0 O fJ I 4 1 t ~4._ ~~1 { 1 1 ( i {
1 ~ , ~ _ 1 ~ , ~ONS'~RUC SID . FIlOW ~~,W~I ! 1 9 ROCK DROP STRITCTUR~ ,CREST 420.0 ~ cS •1 ~ AN'D SEAL JOINTS ~ ~ ~ ~ ' 4. SEE EROSION l~ , f` ~ ~I ~ t AI AIN EXI ING ~ ~ ~ ~ / ~ s ; Oi SEE EROSION CONTROL PLAN SHEET SW102 FOR SEDIMENT
i ~ s ~ j ` ~ 1 AN ROCK CASCAD ~ ~ CREST 424.0 ~ HEIGHT 2.0 f~ n , , SEES: DETA Nd~ 1 '~SW1~~04 ~ ~ • r ~ 1~f ~ ERT IN LACE ~ ' ~ MANAGEMEN MANAGEMENT AND EROSION CONTROLS AND BEST MANAGEMENT
~ ~ ~ ~ - a ~ ~ ~ ~ ' RACK OUTFLOW WEIR HEIGHT 2.0 REFER T¢'SHEET 0~ ~ - REFER T ~ SH N ~ TE 0. ~~~6 . 0 , > > , ~ ~ Q R o ~ NOTE 0. 6 N , SEE DETAIL N0. 3 SN(103 ~(1YP) r ~r ~ ,r S,II~APE PR oSE i r' ~ ! ~ ~ PRACTICES. PRACTICES.
~ ; .1 ~ o ~ , CR't~ST 426.5 / ~i ` , , 1 i ~ ~ f / I~ITAIN.~XISTIN~ INLETS t ~ 1` ~'ADJU,ST PRO ~-D~ED GRADES r r GR~ EST j 1 ,P t ~ , / ! ~ ~
~ ~ ~ ~ ~ ~ ~ , ~~,SEE~~t~fAIL N0. 2 SW104,~ REFER TO SHEET NQTE I~`. 6 , , : , 1 1 ~ l ~ ~ ~ ~ ~ INV. f~'~ 0~ , T MATCH~'BXISTIN `GRADE ,f MATCH ~ LVE iT r ,1 `ti ` ,
1 1 1 ~ A ~ t 1 ~ 1 1 ti, , ~ ~V h~ ~ 0 r t 1 1 -,ti ~ ~ ~ ~ 423 + l--'~ ~ ~ ~ ~ J ~ 5. SEE LANDSCA 1 . EX I ~ 394. , EXISTING RIM -L 413.65 ~ ~ ! ~ % 10+ 1 I SEE LANDSCAPE PLAN SHEET SW105 FOR PROPOSED PLANTING
i t ~ ~ `l ~ A 1 ti,, I NV. 4 1 ~ v\ ~ ~ ~ 4 ti 4 ~ ~ \ f l o ; - ~ ; SCHEDULE AN ,-~XISTING,~RTM R 408.2 ' ~ rn~ O t 1 SCHEDULE AND REQUIREMENTS.
: 1 ` ~ ~ 1 / ~ ~ ~ ~ t ~ ~ / / i t
, , INV. r.- I 1 1, \ ~i ,f ~ 1 J~ 1'` - ~ ~ ~ 6. FINISH GRADE / ` f { 4 FINISH GRADES SHOWN ARE APPROXIMATE AND MAY NEED TO BE
l.. 1'~ \ 1, 'PROP SEA"INL Q0~ ~ " i i r r 4 'F,..+ / INV. / 1 ~ ~ ~1"~ I /`,may ~,f ~ y~ fj J OCK DRS STRU URE I ! , 1 ADJUSTED LOI ADJUSTED LOCALLY FOR SMOOTH TRANSITIONS BETWEEN EXISTING
1 'l l ~ ~ ~ 4 ~ ~ 2 18.5 ,f' INV:' , INV. CREST 8.0 / ,f' i i'o° AND PROPOSE AND PROPOSED STRUCTURES AND TO MATCH FIELD CONDITIONS.
'l ~ t ~ GLE M 'f; , , ~ ~ ~ ` I 0 ~ ` r'~ -412. ~ ~~l ~ ` ~ MATH S P 0 20.5 l, 1 -412.5 ,r HEI T 2.0 ~ ~ l~ ~Q ~ ` ~y
, \ 1 /j ~ \ ti, ~ ~t \ 1~,, D~ 6~ ~gX ~ l i' i' / 1 i ~
~ ~ 1 ~ ~1 , , , , , _ f r~~ ~ 7 NOTIFY ENGI~ i t ~ ~ ~ \ ~ i Fj i f ///jj } r x I ~ i -J i : NOTIFY ENGINEER AND LANDSCAPE ARCHITECT PRIOR TO ANY TREE
1 r.~- , ti l , r' 1 ~ t , 14 ~ y.,,,, ~ - 1 i ` 1 ~ ~ 4 1 t ~ ~ ~ tiv , _ ~ _ r - : ~ - ~ _ - _ ~ ~ ~ ; DI TURBAN E ; - _ _ -~t - - ~ _ _ ~l i ( j) j DISTURBANCE OR REMOVAL..
~ , _ , , ~ ~ _ - ~ ~ t! 4 1 s ~ -
4 5° _ _ _ I , : ` , s i : , l % , ;j ~ 8. CONTRACTOR j i ~'1 ` CONTRACTOR TO PROVIDE AN IN-PLACE MOCKUP OF PROPOSED ROCK
, - w, ~ 1 IN ~ ,r`~ ~ ~ ~ ~ r~ STRUCTURES, STRUCTURES, USING APPROVED ROCK SAMPLES AND DESCRIPTIONS.
\ ti ~ 04. , ~ { ~ p0 L ~ -r, 1 E 1 ~ l~ PROJECT OWNER, LANDSCAPE ARCHITECH, AND ENGINEER TO APPROVE
t'4 , 411 ~ 41 t \ 8 5 ; ~ a - s .~V ~ PROJECT OWP T goo ~ ~ ; ~ r _ ~ _ CONSTRUCTIC
o ~r '~1 1 ~ t i4, w - CONSTRUCTION METHODS, MATERIALS AND FINALAPPEARANCE PRIOR
4 4 41 4 ~ EXISTING RIM 3 ~ ~ ' TO CONSTRU[ YC f~,....,.-- ~ ~ t ~A.~. ~ INFORMATION TO CONSTRUCTION. SEE DETAILS SW103 AND SW104 FOR MORE
41 ~ 4`~ ~~OUTSID~~0F4t`01) 4 4 , ~ _ INFORMATION.
. ~1 1 44 ~ ~ `~4 4 1 _ 0~~~ CHANNEL P~00`L~;CONS~TRt1 T T T ~ SIN ~
41 1 1 _ ~ . , ~ TO `G AD'ES SFi W ~ ~~a ~ ~ ~l 4 1 ti ~ ~ l I' ~ < ~ 4 , ~ 1 ~ 11 ~ Y ~"4..` ate`. a SH W s. ~ INV. 9. REFER TO SCO REFER TO SCO 04-06201-01 E FOR RELATED IMPROVEMENTS AND
~x~ 4 ~ ~ ~ 03.5 _ . PROJECT SPECIFICATIONS.
~ CREST 4~3 aCl( ~R P~``S R S 4 ...4 ,w ,i _ 0 PROJECT SPEC 1 a Y Q. (I^/ ;C REST 4~~ 0~' AN 4 1.0'' ~ 4 , N ~t.
'1~ ~ ~ 41 .1 ~ CONS UCfi 4 TR CHA`N L 1 4 1 NEL ~~PGOL ~ S. t \ ~ 1~ CHAN ~ HN.~ ry~ ° HEI HT` a EACH ~~A _ ~ ~ 10. NO PART OF T
4 , ` TO TOP 0 N!t 4'~~.. ~ ~ ~4, ~ 4 4, 4 ;4 ,,CONSTRI,ICT T04~.. ~''R F R TO HEI . ~4 ~ ) _ :F TO SHE~1'`4NOfiE N0. 6 ~ ~ t NO PART OF THE PROJECT SITE LIES IN THE 100-YEAR FLOODPLAIN AS
~ ~E~ DEfiAflz IVO. `6~SW1 4, , 4,,~ ~ ~ 1 ~ ~ 4 _ GR ES SWOWN ~P. ~ _ ~ _ - , „ MAPPED BY FI y ~ ~ C ~ POaL_ RQ R~P~.STRUCTCJRE , _ , ~ ~ ~ _ ~ t ~ _ ~.-__r ~ ~ ~ ~ w _ _ ~ Qp _ , ~ , , MAPPED BY FEMA OR AD DEFINED BY ANY FEDERAL STATE OR LOCAL
_ ~ ~STRII~TO-__ _ ~CR~ST, 405 0 ° ~ ~ _ - AGENCY. AGENCY.
EI T 2.0., `G AUES~`~H4 ~ ~ LOD~~~= ~ ~ MAINTAIN,E~(ISTING EMBANKMENT
~ O~EET ~N,O~E~,N~:~..~ _ _ ~ ~ ~_A~D ~ICRETE ~RAT.N rI1~V .PLACE A6J~T-FINISH GRADES AS .4
L4 l \ l ~ _ _ _ DO NOT DUST RB ~ ~ --~~~__,.~~~EGE~SARY T0__PROTf~T- r ~ . ~4 _v v e _ _ ~ _ _ °y EMBANKMENT ~ P)
\ ~ ~ _ ~ 4`, \ t. ~1 A ~ l~ ~ ~ ___EXISTING TREES IN PLACE
.4 ~ ~
4 i 14 °t ~ \ PROT1rCT EXISTING PUMPHOUSf ;
DETER .AND ~WE~~_
, ` PI AN _ - _ , . P1~NG ° D_ J~LECTRIGAL S `4
i i t t 4 ~ ~ ~ ~ ~ ~ IN ~Pt~4Cl= ~ ~ ti a ~p f ti 6
X n ~ 3~ ~ I / y t' ~ ` ~ ti,~ ~ _ _ ~ ' , 4~ ~ ^1
~ ~ r
i i ` t ~ A w ~ ~ - _ _ .~r f~ r
t,~ ~ . 4.., - _
~ w. 4,4
, I -i
1
440.0 .......EXISTING INLET TO REMAIN 440.0 'd 9
EXISTING INLET EXISTING RIM 436.31'......... NOTE
EXISTING R1M 42412' OUTSIDE OF LIMITS OF DISTORBANCE -SEE PLAN FOR RELATIONSHIP
REPLACE GRATE WITH BETWEEN EXISTING INLETS
_SOLID ..COVER AND-PROPOSED FEATURES.
RAISE RIM TO 424.75' PROPOSED INLET
RIM 427..0' PROPOSED DESIGN PROFILE FOR CENTERLINE STREAM CHANNEL PROPOSED SIDEF60W WEIR
GRADES MAY VARY LOCALLY- SEE ETAIL N0. 5 SW104 ANGLE RIM TO MATCH D
BANK SLOPE SEE PLAN FOR GRADING INFORMATION
430.0 - 430.0

- PROPOSED ROCK-DROP STRUCTURE
- ~ SEE DETAIL N0. 2 SW103 (TYPE . _ ~ _ _ :REFER TO SHEET NOTE N0. 6
= EXISTING GRADE E
7.48 LF 3Q" HDPE - - - ~ ~ ~ EXISTING II _ _ EXISTING INLET TO REMAIN
--UPSTREAM INV. 428.86' - ~ EXISTING__F 420.0 EXISTING __R1M 413,_65 420.0
DOWNSTREAM INV....... 423.0 _ - _ ~ MATCH FIN , >EXIST~NG ~g°~~ G _ _ ~ ACTUAL RI MATCH FINISH GRADES TO ACTUAL RIM ELEVATION
REMOVE AND DISPOSE - _ _ _ ULVERT EXISTING ~g'~ _ _ ~
OF EXISTING PIPE AND FES GULVE-RT _ _ _ ~ ~ ~ -
z PROPOSED SEDIMENT BASIN ~ - : O WITH-WEiR EXISTING INLET-TO REMAIN Z
~ SEE DETAIL N0. 3 SW102 ~ . ~ PROPOSED GRADE ~ EXISTING RIM 408.28 -
Q MATCH FINISH GRADES TO AT CENTERLINE OF SWALE ~ Q
w klSr~ ACTUAL.........RIM ELEVATION >
J EXISTING INLET NG W -36 ~ - w
410.0 EX1sT~ R1M-424.12' - c~E REPLACE GRATE WITH RT _ - , _ _ _ 410.0 w
SOLID COVER _
RAISE RIM TO 424.75'. ~
_ - - APPROXIMATE LOCATION _ ~ PROPOSED SEDIMENT POOL
EXISTING 10" D.LP. SANITARY PROPOSED POND FOR EXISTING OUTFACE
_SEWER EXISTING STORM DRAIN _ - ~ ~ SURFACE ELEV.: 399.25' EXISTI ~ PROPOSED POND GRADE
Ex~; TO REMAIN IN PLACE 3g„ ~ ~ - ~ C _
400.0 w~r~~ ~ ~ 400.0
APPROXIMATE--LC 'ROXIMATE--LOCATION _,y , EXISTING 48,~~ CtJtVERT _
........EXISTING WATERL STING WATERLINE - - - _ . EXISTING POND GRADE
- - ~
APPROXIMATE INVERT 394.00'
390.0 390.0
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 10+38 .a F14/
STATION NATION
P:INCMA EXPANSIONICAD103.10.08PERMIT SUBMITTALISTORMWATERMANAGEMENT IMPROVEMENTS-SW101.DWG CVALEN 3111!2008 2:16:17 PM
Thomas Phifer and Partners Pearce Brinkle Cease + Lee La as + Havener PA Kimle Horn and Associates Ar Y pp ~ Y Artifex Environmental Desi n North Carolina Museum of Art Stormwater Mana ement Im rovements Horizontal Scale: l"=30' g 9 p
New York Ralei h Durham Ralei h DE Denver Ralei h North Carolina VerticalScale:1"=6'
9 9 g.
212 337 0334 919 836 9751 919 4191199 919 677 2000 7~ 720 855 3721 SCO Pro~ect No. 040620101 J
swi 01

Erosion Control Plan EROSION CONTROLCONSTRUCTION SEQUENCE N~ No Issue Date
12" WIDTH `T `L ,1 ~ 01 01 Package B - Construction Documents 30 Apr 2007
11 1 ~ 1. A CONSTRUCTION FENCE SHALL BE ERECTED TO STATE CONSTRUCTION STANDARDS AT THE 1'•.. 'l ' APPROXIMATE LIMITS OF DISTURBANCE.VEHICLETRACKINGCONTROL SHALL BE INSTALLED ATTHE 02 o 02 Stormwater Revision 03 March 2008
NOTES a ° ~ .~„i ~ ~ I p o ~ ~ . f,' l ENTRANCE TO THE SITE. A LOCKABLE VEHICLE GATE SHALL BE PROVIDED AT ALLVEHICLE~PEDESTRIAN
`i ~l ~ ~ ~ r 1, ENTRANCES TO THE SITE. THE GATE SHALL BE LOCKED AT ALL TIMES NO SUPERVISED CONSTRUCTION IS
1. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE 4-6" LAYER RIVER ROCK ~ ti \ ~ `t I i ONGOING.PUBLICACCESSTOTHEGREENWAYTRAILTOBEMAINTAINEDATALLTIMES 1 ~ 1
LARGE TRUCKS. SIDE FLOW WEIR SEE DETAIL 6.0' 24" DEPTF 24" DEPTH 1-Yz - 3" DIAM. ~ ~~1 ~
pR , ~ ~ . 0 2. LOCATE ENTRANCE(S) TO PROVIDE FOR UTILIZATION BY A~ ' ~ ~ i ~ o ,
1 ALL CONSTRUCTION VEHICLES. ~ I , ~ ~ Id ~ / 24" CLEAN SAND LAYER , ~ ~ ! ,f ,..-s i , ti 2. SITE DEWATERING SHALL PROCEED BYTEMPORARILY LOWERING THE POND WATER SURFACE
~0 po TYPE 2S ~ ~ ~ l ! / f ? ELEVATION. THE MINIMUM AMOUNT OF LOWERING IS 3 FEETTO ALLOW FOR INCREASED FLOOD ~ ' 1 ° o `D `a° ` ' CONTROL AND SEDIMENT CONTROL.. THE ACTUAL AMOUNT OF POND LOWERING SHALL BE
50' MINIMUM ` ~ o 3. MUST BE MAINTAINED 1N A CONDITION WHICH WILL 'HDA ~ ~ ~ ~ ~ F. ~ - ~ ' ~ ° o, ~ ~,CAUTIOiV ~IGNAGE SEPARATION GEOTEXTILE ' ' , ~ ~ , ~ ; 'y~ DETERMINED BASED ON THE GRADING PLAN AND IMPROVEMENT REQUIREMENTS. CONTINUOUS
PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO ~ ! 18" 18 DEPTH oo. d. WRAPPED AROUND UNDERDRAIN ~~NO CLOSU,RE';P~RMI ED?) ! DEWATERING MAY BE REQUIREDATTIMES,ANDFOLLOWINGLARGESTORMSTOMAINTAINTHE Le ei g Legend Notes
0 4 ~ ~ ~ ~ ° ~ ~ ~ ~ ~ ~ ~ ° ~ ~ ~ ~ STREETS. PERIODIC TOPDRESSING WITH STONE WILL ~ ~ ~ Q ~ ~ s ~ ~ AND DRAINAGE ROCK ~ i` CONSTRUCTION PERIOD WATER LEVEL.. ALL DISCHARGES FROM THE POND SHALL BE DONE IN o
N~ ~ ~ 12' CONSTRUCTON~~~~~ ~ ~ BE NECESSARY. ; ~ ACCORDANCE WITH THE PLANS AND DETAILS ANDALLAPPLICABLEPERMITS,ANDINCLUDE 57 STONE ; t
ENTRANCE ~ ~ ~ ~ ~ ~ ~ ~ j ~ ~ a a ~ a 4. ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE ~;4 ~ ~ ~ ~ ~ I ~ PROVISIONS FOR THE REMOVAL OF SEDIMENT. Proposed WASHED DRAINAGE ROCK ~ ~ ~ ~ Proposed Contour
m m CLEANED UP IMMEDIATELY. X } i ~ G 0 4" DIA. PERFORATED ~ Existing ( Existing Contour
n 4 ~4 ~ ~ LL ~ ~ ~ ~ ~ 5. LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS - \ ~ a PVC DRAIN PIPE 1' ~ ~ 3. ALL INITIAL BMP CONSTRUCTION SHALL PRECEDE ANY EARTH DISTURBING ACTIVITIES. THESE ~
m~ m~ e m 4 1 1 l~ i > 1' SLOPE AT 2~ AND CONNECT TO 1' I BMPSINCLUDETHEINSTALLATIONOFINLETPROTECTIONATALLEXISTINGINLETSANDMANHOLES CoirRoll Coir Roll
t OF INGRES AND EGRESS UNTIL SITE IS STABILIZED. ' EXISTING INLET ~ ~ ` 1' ~ WITHIN THE LIMITS OF DISTURBANCE AND CONSTRUCTION OFTHETEMPORARY DIVERSION DITCH.
PROVIDE FRE UENT CHECKS OF THE DEVICE AND TIMELY 1 ~t l Q SEPARATION - MAINTENANCE. `4, ~ - ~ ~t ~ CatchBa~ ARATION ~ , ~ Catch Basin Yard Inlet Protection 13
~SW104 ~ ~ GEOTEXTILE )1 I1 ~4 . •`i )TEXTILE - f 1 - '~E
4 BELOW SOIL CLASS A STONE 6. NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES 1 4~' PROFILE 8 IN. MIN. DEPTH , OW SOIL EXISTING SUBGRADE SOILS 1' 4. IMMEDIATELY FOLLOWING THE ESTABLISHMENTOFSITEGRADES,COIRFABRICROLLSSHALLBE )FILE SCARIFIED TO A DEPTH OF 6 , 1 ~ INSTALLED ACCORDING TO THE SITE PLANS AND DETAILS. Proposed Proposed Outfall Protection Area
TO BE DETERMINED BY THE ENGINEER. PROVIDE 24" DEEP C EAN i ~ l~ } t 1 l ~ 4 j PRIOR TO PLACING GEOTEXTILE AND ~ 1 ~ ;
SAND BED WITH SEPARA ION ~ ' ~ 1 „ D 11 i FILL MATERIAL ~ ` I '.I 1 ,,t 5. ALL AREAS RECEIVING CONCENTRATED FLOWS SHALL REQUIRE EROSION CONTROLS BLANKETS
GEOTEXTILE UNDERLAYME T ~ 7. USE CLASS A STONE OR OTHER COARSE AGGREGATE ~ ~ ~ ~
APPROVED BY THE ENGINEER. WITHIN SURFACE LAYER ~ 1 ~ ~ n n i ~ I 1, ~ TO BE 4-6 OF 1Y2 -3 ~ 1. ,t ! \ OR MATS TO BE INSTALLED ACCORDING TO THE PLANS AND DETAILS, IMMEDIATELY FOLLOWING THE Gravel Cc r, ~ Gravel Construction Entrance
RAVEL N TR TI N ENTRAN E DIAMETER RIVER RocK ~ ~ ~l. P 1' 7 ~ , ~ ESTABLISHMENT OF FINAL GRADES. THIS INCLUDES TEMPORARY OR PERMANENT OUTLET PROTECTION ~ j 1 '~.1 FOR EXISTING AND PROPOSED CULVERTS.
sw~o2 SEE DETAIE 4 SW102 ~ ~ l NOT TO SCALE ~ A ~ ~ ~ ' t ~ EDIMENT BA IN PR FILE ~ ; i ~ 1
~ .l ~ I
\ ' i 1 ~ 1 4 i i ~ ~ Q ~ h WITH NDERDRAIN ~ 1 4 ~ ~ w „ OW ~ 6. TEMPORARY EROSION CONTROL SEEDING SHALL BE ACCOMPLISHED WITHIN 45 DAYS OF Diversion sw~o2 SCALE: 1 =2 SECTION FL i~ ' i. , Diversion Ditch
. I > INITIAL DISTURBANCE. INACTIVE SITES SHALL RECEIVE SEEDING WITHIN 14 DAYS OF TERMINATION OF ~LOSUf~E GNAOE
STANDARD METAL POSTS 2'-0" W GROUND 14 14 ~ ~ ` ~ ~ "D" 10" MIN. f CWITH CONSTRUCT'10N FrEN E ACTIVE SITE GRADING. Sediment Sediment Basin Service Area 0
~ Q ~ h i i ~ ~ EXISTING INLET l / ` 1\ JLET 3 MIN ~ ' ~ GRAVEL 'CONSTRUCTION , PVC Underdrain - -
GALVINIZED ~V ~ ~ 1 I t PUC Undf ELEVATION TO 424.75 ~ EXISTING ENTRANCE~_ 1 7. FINAL PLANTINGS ARE SPECIFIED ON THE LANDSCAPE PLAN. THE MAINTENANCE AND
HARDwARD wiRE ~ RAISE RIM ELEVATION T( 4"~ UNDERDRAIN\ © 2~ 1. REPLACE GRATE WITH S EXTENDS TO ~~RATE WITH SOLID 3 MIN eo1~ 1' ~ ~ ~ GRADE 1J ~ ~t REMOVALOFALLTEMPORARYEROSIONCONTROLFEATURESSHALLBECOORDINATEDWITHTHIS Proposed Proposed 30" HDPE Storm Line
SLOPE, CONNECT TO ` ToP oT eoX '~l CAST IRON COVER AND COVER AND SEALANT ~ DIVERSION DITCH INSTALLATION NOTES ~ I ~`t, PLAN, ANDTHEACHIEVEMENTOFFINALVEGETATIVEESTABLISHMENT,TOINSURETHATTHESITEIS
EXISTING INLET MISER ~ ~ COMPLETELYANDTHOROUGHLY PROTECTED FROM EROSION AND SEDIMENTATION AT ALLTIMES. 12"-24" B 12"-24" Boulders
t ~ l ~1 ~ i 1. SEE PLAN VIEW FOR LOCATION OF DIVERSION DITCH. ~~~~r
A ~ ROCK OUTFLOW WEIR 1 2. DIVERSION DITCH SHALL BE INSTALLED PRIOR TO ANY 1
TOP 426.5 _ 11 ~ ' LAND-DISTURBING ACTIVITIES. ~ ~ 8. THE POND SHALL BE ALLOWED TO RISE TO ITS FINAL ELEVATION FOLLOWING THE COMPLETION J H
- EXTEND COIL ROLLS AT TOP OF BANK BENE )IL ROLLS 3. IN LOCATIONS WHERE CONSTRUCTION TRAFFIC MUST ~0 OFTHEPROPOSEDIMPROUEMENTS.THISACTIVITYSHALLBECOORDINATEDWITHTHECITYOFRALEIGH D i - i ~ AND THE STATE OF NORTH CAROLINA ACCORDING TO ALL APPLICABLE PERMITS. BANK BENEATH ROCK CROSS THE DIVERSION DITCH, THE PERMITEES SHALL r
P~R,OPOSE[~ 3'X3' INLET 'l, ~ ti~ DROP STRUCTURE TO T t' ~ ~ ~I JCTURE TO TIE-IN INSTALL A TEMPORARY CULVERT WITH A MINIMUM '~~~1 ~ ~ THIS SHEET. THIS SHEET.
~ RIM 417.0 (LOWER EDGE) r l~ ~ n~„__ DIAMETER OF 12-INCHES. r,.~` ~ ~ _ i
PER NCDOT 8~ 0.35 A D 840.16 ~ D- MIN. 24" ~ ~ l NARROW SLOT, FLAT FRAME ADD GRAD- `l ' r ~ ~ ~ 2. NO PART OF t. NO PART OF THE PROJECT SITE LIES IN THE 100-YEAR FLOODPLAIN AS MAPPED BY FEMA OR AS
STREAM TOP OF BANK ANGLE GRATE TO MATCIH BANKI.lSLOPE ~ 1. SEE PLANS FOR ~OP OF BANK DIVERSION DITCH MAINTENANCE NOTES DEFINED BY ANY FE )EFINED BY ANY FEDERAL STATE OR LOCAL AGENCY.
\ ( NS FOR CONSTRUCTION ACCESS DETAIL
- ~ 1 \ CONSTRUCTION REQUIF 1~ ~l ~l ~l ~l ~h I ~ \ ~ ~TION REQUIREMENTS) 1. THE SITE MANAGER SHALL INSPECT DIVERSION DITCH 3. REFER TO S( WEEKLY, DURING AND AFTER ANY STORM EVENT AND SCALE. ~ = 3O~ 3. REFER TO SCO 04-06201-01E FOR RELATED IMPROVEMENTS AND PROJECT SPECIFICATIONS.
1 l - ~ ~ v 5.0 \ •1 \ MAKE REPAIRS OR CLEAN OUT AS NECESSARY.
i 1 1 \ ~ I 4. GRADING, D 2. CONTRACTOR RESPONSIBLE TO ENSURE DIVERSION DOES FORM OF EARTH M( L GRADING, DRILLING, CLEARING, EXCAVATING, BACK-FILLING, SOIL STRIPPING OR ANY OTHER =ORM OF EARTH MOVING SHALL NOT COMMENCE UNTIL A GRADING AND EROSION CONTROL PERMIT
ti ~ 'l. ~l 1, ~ W 104 V ~ t NOT ERODE FOR THE DURATION OF THE PROJECT. IN HAS BEEN ISSUED. SAS BEEN ISSUED.
tit i 1 ~ ~ THE EVENT EROSION OCCURS, ALL REPAIRS ARE THE
t \ 1 l ~ ~ ` ~ ~ ~ > 1 `t ~ I A RESPONSIBILITY OF THE CONTRACTOR, AND ARE TO BE 5. ALL EROSIOP i. ALL EROSION AND SEDIMENT CONTROL BMPS SHALL BE INSTALLED ACCORDING TO THE
57 WASHED STONE PLACED TO A ~ ~ i 1t l~ ~ PERFORMED IMMEDIATELY AFTER ANY DAMAGE OCCURS AT EROSION ANDSEDII NO ADDITIONAL COST TO THE OWNER. ROSION AND SEDIMENT CONTROL PLAN (E&SC PLAN), INSTALLATION NOTES AND DETAILS.
HEIGHT OF 12"-18" MIN. ABOVE 1 t C~ ~ ti~ ~ ~ 3. DIVERSION DITCH IS TO REMAIN IN PLACE UNTIL THE END 6. THECONTRP
TOP OF BOX ~ z ' i ~ ~ ~ ~ ! i ~ 1 ~ ~ z OF CONSTRUCTION. MEASURESASREOI i. THE CONTRACTOR SHALL REVISE OR MODIFY THE EROSION AND SEDIMENT CONTROL MEASURES AS REQUIRED TO ELIMINATE SEDIMENT DISCHARGE, OR POTENTIAL SEDIMENT DISCHARGE
X~ 4. DITCH IS TO BE COMPLETELY REMOVED FOLLOWING FROM THE SITE. =ROM THE SITE.
~ W \ ' ~ ~ ~ ~ ~ ESTABLISHMENT OF SWALE VEGETATION. SURFACE IS TO
AT H BA IN YARD INLET PR TE TIN ~ i ~ ~ ~ 2 ~ BE REPAIRED AND VEGETATED TO MATCH SURROUNDING 7. ACOPYOFT P. A COPY OFTHE GRADING/EXCAVATION PERMIT, APPROVED CONSTRUCTION BMP PLAN(S),
sw~oz NOT TO SCALE EDIMENT BA IN DETAIL SURFACE SOIL PROFILE AND SURFACE COVER. INSPECTION REPORI NSPECTION REPORTS AND SWMP, AS APPLICABLE, SHALL BE KEPT ONSITE AT ALL TIMES.
3 sw~o~ SCALE: 1 "=10' PLAN DIVER I N DIT H 5
sw~o2 8. SOILTHATI~ SCALE: NTS SECTION L SOIL THAT IS STOCKPILED ONSITE SHALL BE ENCLOSED WITH SILT FENCE AT THE DISCRETION OF
7 ~ i / ~ „ , ~ f ,....r } i t S i THE ENGINEER. IFT ~_~-'t~ - ~..e-=r'°,r'~ ~ ~ ~ i` t AND MULCHED AC( THE ENGINEER. IF THE SOIL IS TO REMAIN EXPOSED FOR MORE THAN 30 DAYS, IT SHALL BE SEEDED AND MULCHED ACCORDING TO THE CITY OF RALEIGH AND STATE OF NORTH CAROLINA'S
r P f f r 7 t J t E, 1 4-, 7 " s ~ f' ' ~ ( ( I r' r'' ~ / REQUIREMENTS. 3EQUIREMENTS.
~ ~ i r } 6
t i 11 r f 1 $ a T / f'' r _ - ~ 9. ALL INITIAL-'~ 3. ALL INITIAL-STAGE BMPS MUST BE INSTALLED ON SITE PRIOR TO ANY GRADING, DRILLING,
1 -w i ~ CLEARING,EXCAVAI ~ , .f tj DESIGNATION OF IN "LEAKING, EXCAVATING, BACK-FILLING, TOPSOIL STRIPPING OR ANY OTHER FORM OF EARTH MOVING.
i ° !--rt, i ~ `ti - 1 ~ ~ ~ F ~ j r f .-r-- i )ESIGNATION OF INITIAL-STAGE BMPS WILL BE IDENTIFIED AT THE PRE-CONSTRUCTION MEETING.
t _'f f ~ ~t ~ ~ ~ i ,e - 1 ~ ~ 10. ANY LAND C 0. ANY LAND DISTURBANCE THAT REMAINS INACTIVE FOR MORE THAN 14 CONSECUTIVE DAYS
j r ~ ~ r~,,w t ~ ~ ~ ~ / 'ti , 1~ / ~(i ti~ MUST RECEIVE SURI MUST RECEIVE SURFACE ROUGHENING.
eta : _ s I ~ } r ,T t ~ o
~ ' F ~ 1 ~ ~ h, ~`ti , 1~ ' ,rr` - SEE CONST~UO, ION C T ~ 1 1"~ 11. ANY LAND C 1. ANY LAND DISTURBANCE THAT REMAINS INACTIVE FOR MORE THAN 30 CONSECUTIVE DAYS,
,a-- ~ / ~ ~ ~ ~ r A t' r ~ 1 ~ T ij 1 ~ J If 1, A~T'E DETAIL ~ 1? j MUS RECEIVE SURI MUST RECEIVE SURFACE ROUGHENING, SEEDING, MULCHING, AND CRIMPING.
~ j ~ ~ i ~ FOR LOCAT~C}N, AND ~ ~
ADD AETE~NATE N0. 6 WITHIN BOXED AREA ~ REQIJIREMENT~~~ ~ ~ ~ 12. ANYEROSIO 2. ANY EROSION AND SEDIMENT CONTROL BMPS THAT ARE FOUND TO BE DAMAGED OR IN NEED
' ~ ~ OF MAINTENANCE ` ~ BE REPAIRED IMMEI )F MAINTENANCE OR REPLACEMENT DURING INSPECTION PERFORMED BY THE CONTRACTOR SHALL 3E REPAIRED IMMEDIATELY.
4 ~0 ~ - ~ SEE SHEET S.W1_01 0
~ ~ , 4 ~4 , 1. j j FOR STORM SEWEf~~`~~~~.~ 13. THECONTRF 3. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL STREETS, CURBS, GUTTERS,
r T % ~ .~MODIFIC'A~ SAND ~ SIDEWALKS, DRIVEN ` ~ 1 F 1 ~ I' SIDEWALKS, DRIVEWAYS, PARKING LOTS, ALLEYS, TRICKLE CHANNELS, AND/OR OTHER IMPERVIOUS
~ '141 1 , 4. ~ 1 ~ OUTL T PROT o SURFACES IMPACTS 1 J ~ t ' SURFACES IMPACTED BY CONSTRUCTION ACTIVITIES ARE CLEAN BY 5 P.M. EACH DAY. WASHING OF
f ~ I l f i l ~(0~ ~ ~ ANY STREETS, CURB I` + ! / ~ ANY STREETS, CURBS, GUTTERS, SIDEWALKS, DRIVEWAYS, PARKING LOTS, ALLEYS, TRICKLE CHANNELS,
t f, 4 4 Lt ~f~. i~ r > ~ ~ r ~ f i ~ ~ AND~OR OTHER IMF # 1 f ~ j` r ~ ~ ! i ~ r r ~ ? ! 1 .r ~ '~'w.~ AND/OR OTHER IMPERVIOUS SURFACES IS STRICTLY PROHIBITED.
r ~ 1• ~ { i 1 r' A~. r 1~ i 1 `1 ~ 1 ~ r 4 1i 1 ~ f r1 / r ~ ~ ~ ~ ~ ~ _ 14. ALL CONSTR 4. ALL CONSTRUCTION TRAFFIC MUST ENTER AND EXIT THE SITE THROUGH THE APPROVED
~ ~ ~ r ~ ACCESS POINTS DI 1 ~ (1 ACCESS POINT(S) DELINEATED ON THE EEtSC PLAN. AVEHICLE TRACKING CONTROL PAD IS REQUIRED
i i 4` i _ ! ( 4 4 " ~ A - - , v / i ~ ' ,F T ~ AT ALL APPROVED A 1 ~ , ~ ~ AT ALL APPROVED ACCESS POINTS TO THE SITE.
1 t ~ ( 4 i I " I ' i r r t ~ - ~ ~ ~ t t / ~ I ~ I 1 j i f _ - 4 i I 1 ~
r - 4 ~ I j 4 it , 4 i ~ i' 4, _ i s { I i ~ ~ I ~4 1 ~ ~ i` I' ~ i T 1 - 15. NATURALVE 5. NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED WHEREVER POSSIBLE. EXPOSURE
J ~ f v 1 jf ~ 4 „ / j f q s ~ OFSOILTOEROSIOP ~ 1 , ~ 1 ti ' y )F SOIL TO EROSION BY REMOVAL OR DISTURBANCE OFVEGETATION SHALL BE LIMITED TO THE AREA
t / t 4 r~ 1~ ~ ti i€ 1 h ~ 1 REQUIRED FOR IMM i t 3EQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS.
1 I i t ~ ~ 1 1 4 ~ ~ 1 J' 4 1 i j t ~ ~ Z I ~ l l ~r / f~ ~ i r 1~ ! 16. NO PERMAN 6. NO PERMANENT UNREINFORCED EARTH SLOPES GREATER THAN 4:1 ARE ALLOWED.. SLOPES
ti ~ r i' 1 l , t' ~ ; ~ i STEEPER THAN 4:1. STEEPER THAN 4:1 SHALL RECEIVE EROSION CONTROL FIBER MESH (ECFM) AFTER ACHIEVEMENT OF
~ ~4 ! ; 1 ? ~ ~ ~'o ~ ~ _ ~ FINALGRADE SOIL, :INAL GRADE, SOIL AMMENDMENT AND SEEDING. SEE DETAILS FOR MATERIALAND INSTALLATION
' ~ i r i II `r. ~ f'' 1 1 ! # ! ~ ~ REQUIREMENTS. ~ i f, 3EQUIREMENTS.
' ~ `'4 ~'~`f i i i ,1 r r ~ I
1 % % j' A. - - - ~ _ { t ~ 1 r 1 + i r X Cj' ~ ~ 11 ALL PERMAP F- - ~ p o 7. ALL PERMANENT EARTH SLOPES STEEPER THAN 3:1 (HORIZONTAL TO VERTICAL) SHALL
~ 1 ~ ~ 1• I 14 1 t a ~'1 4 l~ 1 ~ i} ~ i I ~j ~ ~4 w - f ~ 1 ~ r 1 i t' ! ~ r i J t t ~ ~ ~ 3EQUIRE EROSION CONTROL BLANKET(S), AFTER ACHIEVEMENT OF FINAL GRADE, SOIL AMMENDMENT
. ~,~r ,r~ ~ ' r" , t t' _ . _ AND SEEDING. SEE l 1 i i ~ i ~ ~ ~ AND SEEDING. SEE DETAILS FOR MATERIALAND INSTALLATION REQUIREMENTS.
A i ~ ~ 4 - i ~ i r ~ 1 ! r` i ~ ~ ~ i r 18. ALL AR EAS F 8. ALL AREAS RECEIVING PERMANENT NATIVE SEEDING SHALL BE PROPERLY AMENDED WITH THE
~ ~ j ~ + ~ i i i r r ~ SPECIFIED AMOUNT OF NATIVE TOPSOIL FROM THE SITE. IF NATIVE TOP SOIL FROM THE SITE IS NOT
„ /r ~ i,.r " f ; ~ SPECIFIED AMOUNT ~ ~ ~ ~ + ~ % ~ ~ AVAILABLE, TOP S01 ~ AVAILABLE, TOP SOIL AND/OR SOIL AMENDMENTS MAY BE IMPORTED.
_ - 1 ~ tr ~ f ` r 4 f i 4 r r 11 1 ~ t ~ I ~ ~ ~ ~ f r ~ I ~ I i AT POND PERIMETER ~ ! 1
L ~ ~ i 1 ~ ~1' ~ ~ If i~, 1 l ~ i r 1 ~ i \ ~ j ~ 19. ALL CONSTR 1' , ~ ~ ~ BASE ELEV. = 398.4' ~ ~ 9. ALL CONSTRUCTION BMPS SHALL REMAIN IN PLACE AND PROPERLY MAINTAINED UNTIL ALL
~'~C o - ~ \ t ~ ~ r % ' ~ ~ ' q LANDSCAPING HAS r' i ~ ~ j f 1~ i i 1 i ~ 1 a, ~ i i i j ~ ~ ! l , ~ ~ ~ WHICH EROSION AP ANDSCAPING HAS BEEN INSTALLED AND THE DESIRABLE VEGETATION HAS REACHED A POINT IN NHICH EROSION AND SEDIMENTATION IS NO LONGER A CONCERN AS DETERMINED BYTHE
4 1 ,1 ~ ~f 4 ~"~`i 4. I ,i` ~ ;1 11 1 ~ 1 j l/1 ~f ~ I ~ i~ ENGINEER, LANDSG NGINEER, LANDSCAPE ARCHITECT, AND STATE INSPECTOR.
i i / / ~ : t l~ l l t~~ ~ ~ i~ r ~ 1 i
l ~ ~ ~ '4 ~ ~ ~4' S~E~-~~CO-04-06201 ~0~~"E • _ ~ 4' 4' ~1~~ l~ l 1 / O i i i 4 { l t` O t' t` 4 t~ J ~ : I ~ ~ r` ; f i 20. SEEDED ARE ~l t' I r ~ i a ~ i , ~ , ~ , M. SEEDED AREAS SHALL BE EVALUATED AFTER ONE GROWING SEASON TO DETERMINE WHETHER
~ ~ PAC GE E1 FOR STORM SEW~R ~ ~ , , tt 1 ( / 1 t / / ; ! ! ~ ~ f ADDITIONAL MAINT ADDITIONAL MAINTENANCE AND/OR WEED CONTROL WILL BE REQUIRED. ACCEPTANCE OF SEEDED
t, ~ ABOVE MANHOLE ° ~ ~ 1 , rr 1 r l~ 1 fi , ~ 1 f _ ~ ~ ~ ~ AREAS AFTER THE S 1 r ~ t t I i / ~ i i 1 I ~ ~ t ~ i ~ r ;r a i 1 ' l , i AREAS AFTER THE SECOND GROWING SEASON SHALL DEPEND UPON WHETHER A SATISFACTORY
~ \ It ~ ~ ~ 1 7 } t C, i a 4 t If i - 1 l t f ~i STAND OF GRASS IS I 1 1 r i` i { / 4 ~ 1 i 4 STAND OF GRASS IS DEFINED AS A DENSE, UNIFORM SURFACE OF GRASS WITH NO AREA GREATER
e 1 1 4 t l t` ~ 1 ~ THAN ONE SQUARE 4 F i / r THAN ONE SQUARE FOOT THAT IS BARREN OF DESIRABLE VEGETATION. DESIRABLE VEGETATION )EFINED TO MEAN PREDOMINATELY WEED FREE.
1 a , ~ ~ L4 ~ `k i ? ri ~ _ ~ ~ I ! 1' ~ ~ ~ J ~ b. ~ ~ o DEFINEDTO MEAN f
1 4 t f I _ I s S '1 i f J, i l / t _ 1 I t ' ,''f ~ /
1 1 ( ~ ~ ~ o ~ O ~ r i l ; ~ o ~ ti - ~ ~ 21. THE CONTRP t1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY ADVERSE IMPACTS THAT
1 0(~ ~ i QD , ~ ~I ' t' ' ~ / ' ~ ~ OCCUR TO NEIGHB( f i i ~ r ~ 7 ~ l ~ +r, ~ ~ 1 b ! 'r ' )CCUR TO NEIGHBORING PROPERTIES. THE CONTRACTOR MUST OBTAIN PERMISSION FROM LAND
~1 I ~ I I " F'' f ~ ~ ~ ; ~ ~ ~ ' i ? 1'` ~ OWNERS PRIOR TO ~ 1 ~ l ~ l ~ ; 1 ~ f ~ ~ ~ )WNERS PRIOR TO ENTERING THEIR PROPERTY.
t ~ - - - r s t i ~ ~ ~ ~ ~ / °f ! ~ ~ ~ f ! / I i 1 ~ ~i i/~ I ~ 1 1 f V ! ~ ~ - j 22. A WATER 50 ?2. A WATER SOURCE SHALL BE AVAILABLE ONSITE DURING CONSTRUCTION ACTIVITIES, AND
l ~ _ - { ~ J r'°~ i o,- - - - i ~ . ~ f'~ i ~ ~ 1 1 ~ ~ ~ ~ /f l 1, 1 ? rn , ~ ~ UTILIZED TO MINIMI JTILIZED TO MINIMIZE FUGITIVE DUST. ALTERNATIVE BMPS MAY BE REQUIRED IF INITIAL ATTEMPTS
r 2 ~ 1~ ~ i~ ~4~ ~ _ ~ ~ U ~4 / \ 0 I ` \ ~ 4 1 ,1 ; if ~ ~ ARE UNSUCCESSFU f ~ 1' j / ~ ARE UNSUCCESSFULTO SUPPRESS DUST.
~ i i 14 ~ ~ / ~ ; ~ ~ f 1' + '
l l i + ~ i J 1,,,^, ~ 1 ~ 1 t 5 i f J yy,, 1 / ~ \ 23. ALLCHEMIC 1 ~ t3. ALL CHEMICAL OR HAZARDOUS MATERIAL SPILLS, INCLUDING CONCRETE WASHOUT WATER,
1 t ~ d r ,_-f.~ t '>t , ~ ' `.z ~4 ~ `'4 , t ~ 4 t ~ r 5 i 1 i ~ 4 I t y ~ , ,r ~ 1 I ~ WHICH MAY ENTER 1 ff l ~ j`~ J ~ ~ 4 ~ ~i 1 1 1 f \ ~ i NHICH MAY ENTER WATERS OF THE STATE OF NORTH CAROLINA, WHICH INCLUDES BUT ARE NOT
i ~ ' 1 f ~ ~4 t 0 1 J , ,1° l ~i LIMITED T0, SURFA( j ~ l i ~ ~ ~ ~ ~ ~i . i i L i ~ _IMITED TO, SURFACE WATER, GROUND WATER, DRY GULLIES OR STORM SEWERS LEADING TO
I i I ' ~ ~ 1 ~ V1 i f ~ ~ 4. r i ~ l ~ ~ l ~1 l ~ i O } ~ ~ + t` ~ 1 i 1 ` ! SURFACE WATER SI JJJJ i i t / 1 I / 1~ E ~ ~ ~ 1 1 ~ 1 I t ~ f f ~ ~ 1 i i ENUIRONMENTANU SURFACE WATER, SHALL BE IMMEDIATELY REPORTED TO THE NORTH CAROLINA DEPARTMENT OF NVIRONMENT AND NATURAL RESOURCES (NCDENR), AND THE CITY OF RALEIGH. RELEASES OF
; 1 ~ , ~i i t > CATCH BASIN YARbti ~ ~ ,r / 4 f f f f 4, J// r ? ~ ! ~ PETROLEUM PRODU J r t f ~4 l 1 3ETROLEUM PRODUCTS AND CERTAIN HAZARDOUS SUBSTANCES LISTED UNDER THE FEDERAL CLEAN
~J ~ 1, ~ ~ ~ ~ ,1 Q ti INLET PROTECTION y \ ( ~ ~ O \ ~ ( { ti i i i, ` ~ T I ~ ' 1 WATER ACT MUST B ~ , r ~ ~ i, , ~ , 1 MATER ACT MUST BE REPORTED TO THE NATIONAL RESPONSE CENTER AND THE NCDENR AND CITY OF
~`'i ~ i i - `i 4 1 1 i' ! SEE DETAIL NOS SW1`Q2 TYP1 ~ ,~r' 'f f, / f 1 t ~ ~ ' ~ RALEIGH. SPILLSTH 3ALEIGH. SPILLS THAT POSE AN IMMEDIATE SAFETY HAZARD SHALL BE REPORTED TO 911.
1 1 '1 i iV ~ ~ ~ ~ ~ 1 ~ / \ r: l I4 4 ~ t 1 ~ 1 1 i ~ / i L1 ~ t r' l \ f F 3 f Oi t ~ 1' ~ / r 1 ~ ~i
1~ / ~ l l ~ 1 1 / 01 1 1 ~ ~i ~ ~ ~ s~ ~ 1. ~ t `1 l ~ - ;.f t ~ r', ~ ,r ~ ~ ~ ~ r 24. THE CLEANII 1 ' ~ t l ~ r! ~ r i ~O f~ ~ ~ i ~ a ~ ~ i t4. THE CLEANING OF CONCRETE TRUCKS AND EQUIPMENT IS RESTRICTED TO AN APPROVED
~ ii i i 1 ~ `t ~ 1 v ~i ~ O '~l ~ J ~ ~ ~ • ! i J ~ ~ i CONCRETE WASHOI 'ONCRETE WASHOUT LOCATION ON THE JOB SITE. THE DISCHARGE OF CONCRETE, CONCRETE,
~ 1 ~ ii ~ ~ \ f ~ t 1 \ i 1 1 ~ l A f:' ~ J. ~ i~ ~ `V i ~ t < i ~ t j ~ ~ CONCRETE WASHDI ~U~ ° ` r'' ! t i--°- WATER QUALITY IS! 'ONCRETE WASHOUT WATER OR ANY OTHER BUILDING MATERIAL THAT MAY NEGATIVELY IMPACT MATER QUALITY IS STRICTLY PROHIBITED.
J I ~ } '1 1 ~ ~ \ i ~i~ tit ---_...____,_~..J .'F: 'k, 't r' 1 ` t t t r' 1 l ~ ,r , fr' r` f'' r`' 1= ~ ~ 2
i 1 ~ ~l 'AB`C C3A `N` l .s r' r° ~ ' CATCH!-'BASIN YARD r ;'J ' ~'1`C,I~~'~AS~.N Y D ff' ,r' F- A INSET PROTECTION r,l rJ i 25. VEHICLEANI ?5. VEHICLE AND EQUIPMENT WASHING/DEGREASING IS STRICTLY PROHIBITED ON THE JOB SITE.
SEI~[, SATE ,`~LA~!S AND ti 1 1 4-'` ; C~-04-06201.-01 E ~ ' . ~ r • • ,I,NLET PROT,F~ r r t r t,, i SET, ~~OTECT1O1~ ~ r' / l j ;
~ ~ ~ 1 ~ t < ~ ,FOR PST ER~vI I~iPRQVEMENTS `t 1 ~ 0,~ ~ - / t ~ ~ ~ j 26. ALL DEWATE ' ~ ! ~ J~f i p'. t6. ALL DEWATERING ON SITE SHALL BE COORDINATED WITH THE STATE AND CITY INSPECTORS
AND ~R 10 C' NT~OL~ FEATURES \ ~ I 4 } T' r ~ ~ ; i ~ AND BE FREE OF PO AND BE FREE OF POLLUTANTS, INCLUDING SEDIMENT. A STATE PERMIT MAY BE REQUIRED FOR
1 ~ ~ ~ r. ' ~ l ' ~ ~ ~ DEWATERING. THE ~ f ~ / i r'` ~l" ~ ~ ff , 1 ~ ~ p BEGINNING THE DEI )EWATERING. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL APPLICABLE PERMITS PRIOR TO 3EGINNING THE DEWATERING ACTIVITIES.
~1 ~ \ ~ ~ ~ ,f t ~ ,,l `i ,f I ~ 4 ~ I ~ t' l' ! ~ T ~ ~ , `
i ~ ~ ~ , ~ ' ' ~ ~ 21. ANY SETTLED i t7. ANY SETTLEMENT OR SOIL ACCUMULATIONS BEYOND THE LIMITS OF CONSTRUCTION DUE TO
1 ~ i 4 '1 1 i \ f ~ f 1` ~ ~ 4 i _ t ; _ . r r t ~ i _ ~ ~ t 3RADING OR EROSION SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR. THE CONTRACTOR
, ~ ~ 1 ~ i ~ , ~ 1 ! i 1 1 t i 1 ~ 1 _ _ - ,r ~ INSTALL COIR ~ROEE ~ ; ' - _ t - ~ ~ _ _ _ ~ SHALL BE HELD RES SHALL BE HELD RESPONSIBLE FOR OBTAINING ACCESS RIGHTS TO ADJACENT PROPERTY, IF NEEDED,
1 ~ ~ \ t t i ' i \ h _ - ~ ~ _ ' - - ' - - ~ t' ! AT POND PERIMETER ' 1 l o _ _ _ ~ ~ i ~ 1` - - _ ~ ~ i ~ ~ ~ ~ AND REMEDIATING AND REMEDIATING ANY ADVERSE IMPACTS TO ADJACENT WATERWAYS, WETLANDS, PROPERTIES, ETC.
- i r-" ; - _ i =i I _ 2, a - - ~ _ ~ ' BASE ELEV. 3913.4' _ o ~ 1 r ` ~ _ 'T ~ RESULTING FROM N r 1 , I ` 3ESULTING FROM WORK DONE AS PART OF THIS PROJECT.
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ANt(~~C.ON,ORETE PATH ° . _ ~ ' ~ ° _ .~__.~ADJUST FINISH GRADES AS °____.__-.w, IN PLACE D0 NOT
NECESSARY Tfl--PRf}TECT
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P:INCMA EXPANSIONICAD103.10.08 PERMIT SUBMITTALIER0SION CONTROL PLAN-SW102.DWG CVALEN 311112008 2:13:45 PM
Thomas Phifer and Partners Pearce Brinkle Cease + Lee La as + Havener PA Kimle Horn and Associates ~ v pp ~ v Artifex Environmental Desi n North Carolina Museum of Art Erosion Control Plan 1"=30' 9
New York Ralei h Durham Ralei h I Denver Ralei h North Carolina 9•
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212 337 0334 919 836 9751 919 4191199 919 677 2000 720 855 3721 SCO Pro~ect No. 040620101 J
SW1 02

Stormwater Mana ement Details -1 No No Issue Date
9 GENERAL FLOODWAY NOTES 01 01 Package B - Construction Documents 30 Apr 2007
02 02 Stormwater Revision 03 March 2008
HILLSIDE AND FLOODWAY 1. PREPARE SUBGRADE AND BRING TO ELEVATION SPECIFIED ON PLANS. PERFORM
CONJOINTMENT, SEE DETAIL B WORK WITH SMALL EQUIPMENT TO PREVENT COMPACTION OF THE SUBGRADE.
TYPICAL BOTH SIDES APPROXIMATE 10.0 ( )
2.0' KEY INTO 2.0' EXTENSION PAST APPROXIMATE 10.0' BANK TOP OF LEFT FLOODWAY STREAM 11'P~~ 2. SUBGRADE TO BE SCARIFIED TO A DEPTH OF 3 INCHES PRIOR TO THE RIGHT FLOODWAY PE ~ ' P SECTION 4 SV~ ' S PLACEMENT OF THE FLOODWAY BACKFILL SOIL.
BOULDER BANK WIDTH BANK (TYP.) -,`EDGE OF FLOODWAY (TYP.) 8'-10' ~ SEE PLANS SEE PLANS Mp,X , P~p,N
PROPOSED CREST 1 PER SCOPE ~ ~ 3. FLOODWAY BACKFILL SOIL MIXTURE TO BE A MIXTURE OF SAND GRAVEL AND SITE
GRADE BEYOND ROCK ~ ~ SOILS, COMPRISING A SANDY LOAM WITH GRAVEL. FINISH MIXTURE TO CONTAIN NO
2% / ~ ' ~ MORE THAN 35~ FINES (<0.050 MM DIAMETER), BY WEIGHT, ACCORDING TO ALL ~ 2~
PROPOSED _ _ _ _ - ~ THE PROVISIONS OF THE SOILS SPECIFICATION. SUITABLE IMPORT MATERIAL TO BE
GRADE - - - - I ~ APPROVED BY THE ENGINEER PRIOR TO IMPORT. SOIL MATERIAL TO BE PLACED IN
4"-6" DEPRESSION AT CREST ROCK AT CENTER OF 12" LAYERS WITH LIGHT COMPACTION.
CHANNEL/THALWEG I I ~ 4. FLOODWAY BIORETENTION SOIL MIXTURE SHALL BE A LOAMY SAND OR SANDY
I I LOAM USDA TEXTURAL CLASSIFICATION AND CONSIST OF APPROXIMATELY 85~ SAND
2. PROTECT FLOODWAY WITH EMBED COIR ROLL IN BANK OR QE _ ( ) S~ (ASTM C33 FINE AGGREGATE), 10~ FINES (<0.050 MM DIAMETER), AND 5~ ORGANIC
FOOTER EROSION CONTROL BLANKET - SSG Q ~pF 1.0 FLOODWAY BIORETENTION SOIL MATERIAL BY WEIGHT ACCORDING TO ALL THE PROVISIONS OF THE SOILS
BOULDER BENEATH LARGE BOULDER MIN. 24 v TYP. BOTH SIDES OVERLAP 1N DOWNSTREAM DIRECTION. I I 2' ~ SPECIFICATION. THE SOIL MIXTURE SHALL BE FREE OF SEED AND PROPAGULES OF
TYPICAL ~ ( ) ( ) INSTALL AND STAKE PER MANUFACTURERS I I I INVASIVE SPECIES OR NOXIOUS WEEDS. BIORETENTION SOIL SHOULD BE PLACED IN 6" FLOODWAY BACKFILL OR EXISTING SITE SOILS
SPECIFICATIONS. PROVIDE MIN. 12" STAKE LAYERS WITH LIGHT COMPACTION. _
AT 12" O.C. IN BOTH DIRECTIONS. i ~ Legend Notes
~z 5. EROSION CONTROL BLANKETS FOR THE FLOODWAY SURFACE TO BE AN EXTENDED egei - - - - _ _ _ _ _ - ~ PROVIDE 2 EA 4 ~ SDR 80 PVC CONDUITS TERM (24 MONTH FUNCTIONAL LONGEVITY) COMPOSITE CONSTRUCTION OF TWO
~ PROVIDE ANCHOR TRENCH UPSTREAM o ~ ~ ~ c ~ v I I SUBGRADE 18" DEEP ALONG STREAM LENGTH SYNTHETIC OR NATURAL DEGRADABLE NETTINGS ENCASING A SYNTHETIC MATRIX OR A 1. SEE 1. SEE PROJECT SPECIFICATIONS 02635 STORMWATER MANAGEMENT
AND DOWNSTREAM OF ALL DROP FOR FUTURE IRRIGATION AND UTILITIES NATURAL MULCH. ECB TO PROVIDE A MINIMUM DUAL DIRECTION TENSILE STRENGTH C01 CONSTRUCTION, AND 02940 STORMWATER LAWNS, GRASSES, AND
- STRUCTURES. PROVIDE INTERMITTANT ~ INTERSTITIAL FILL ~ ~~~d_ ~ PROVIDE 45 DEGREE END TERMINATIONS WITH CAP OF 150 LBS~FT AND INTENDED FOR CHANNELIZED APPLICATIONS ON 2:1 SLOPES OR PLP PLANTINGS FOR SPECIFIC INFORMATION RELATING TO THIS SHEET.
CHECK SLOT EVERY 50-75 IN SUBGRADE gACKFILL AND SAND, GRAVEL, COBBLE DOWNSTREAM DIRECTION. DEPTH VARIES TO SUBGRADE - AQND CLEANOUT Y'S AT 100' INTERVALS GREATER.
COMPACT SUITABLE SITE SOILS OR IMPORTED BACKFILL COORDINATE WITH ENGINEER
EMBED BOULDERS 1.5' BELOW FLOW 2,0' FOR PLAN LOCATION AND TERMINATIONS 6. STAKES TO BE 12" LONG (MIN.) 0.2° DIAMETER GALVANIZED PINS WITH 1.5"
FINISH CHANNEL GRADE MIN ( ) STREAM, SEE ~ SEE DIAMETER GALVANIZED STEEL WASHERS. STAKES TO BE INSTALLED FLUSH TO SURFACE
BEDDING GRAVEL ~57 STONE - 12" LAYER DETAIL A TAIL A AND ACCORDING TO ALL MANUFACTURERS INSTRUCTIONS.
COMPACT AND FILL VOIDS 1.0 1.0 7. TEMPORARY EROSION CONTROL SEEDING SHALL BE PERFORMED PRIOR TO
SEPARATION GEOTEXTILE -UNDERLAY STRUCTURE SITE SOILS
COMPACT TO 95~ 4 OVERLAP AS NECESSARY AND TRENCH EDGES sw~ FL DUVAY INSTALLATION OF THE EROSION CONTROL BLANKET ACCORDING TO THE DETAILS. 4 sw~o~ ~ ALTERNATELY PERMANENT VEGETATION PLANTING AND SEEDING MAY BE PERFORMED IN
MODIFIED DENSITY SCALE: 1 = 2 CROSS SECTION PLACE OF TEMPORARY SEEDING WITH APPROVAL OF THE ENGINEER.
R K DR P TR T RE BENEATH DROP sTRUCTUREs 1
sw~oi SCALE: 1" = 2' CROSS SECTION 6°° 8. VEGETATION TO BE PROVIDED AND INSTALLED ACCORDING TO LANDSCAPE PLAN AND PROJECT SPECIFICATIONS.
1.0' INTERMITTANT CHECK SLOT TERMINAL ANCHOR TRENCH
m m o °
~ ~
~ ~ ~ _
~ ~ WILLOW STAKES 12"~ COIR ROLL, NATURAL FIBER
PROTECT HILLSLOPE WITH TEMPORARY AND DOGWOOD SHRUBS BIODEGRADABLE MESH,
EROSION CONTROL FIBER MESH 3 EMBEDDED BOULDER EXTEND TO LIMITS OF DISTURBANCE 1.0' 1.0' PLANT ACCORDING TO INSTALLED AND STAKED TO 4.0' TOP OF LANDSCAPE PLAN MANUFACTURER'S SPECIFICATIONS
AND OVERLAP IN DOWNSTREAM DIRECTION. Y4 ~ ROPE, BANK WIDTH ~ AND PROJECT SPECIFICATIONS NATURAL FIBER SEE PLANS FOR LOCATION REQUIREMENTS
W103 TRENCH UPHILL EDGE AND STAKE PER (APPROXIMATE)
UPSTREAM TOP OF CREST ROCK MANUFACTURERS SPECIFICATIONS. _
BANK BEYOND AT THALWEG PROPOSED FINISHED I GRADE
- EXTEND EROSION CONTROL )L _ _ I ~ WOOD STAKES _
1NFILL ROCK 1 BLANKET 2.0' PAST ~T _ ~ , , ' ~ EXTEND 2" INCHES ' ,
SW103 EDGE OF FLOODWAY (TYP.) ' , 12"~ COIR ROLL ABOVE TOP OF COIR ROLL _ I ~ p
~ _ 12"~ COIR ROLL, EROSION CONTROL BLANKET (ECB)=~- POLYPROPYLENE FIBER ~ "
FLOODPLAIN POOL ~ ~ ~1 ~ ~ ~ NATURAL FIBER WRAP AND P1N GEOTEXTILE TO SLOPE - , BIODEGRADABLE MESH BIODEGRADABLE MESH, COIR ROLLS USING STAINLESS
DEPTH AND DIMENSIONS VARY ~ , ~ ~ _ INSTALLED AND STAKED INSTALLED AND STAKED STEEL STAKES STAPLES /
SEE PLAN SW101 VARIES 1.5'-3' SEE PLANS DOWNSTREAM I TO MANUFACTURERS PER MANUFACTURERS PER MANUFACTURERS
UPSTREAM FOR DROP HEIGHT AND BANK BEYOND ~ ~ ~ ~ , SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS PROVIDE 3/4"X1Y2"X18" MIN. 12" EMBEDMENT
~ ~ _ _ CREST ELEVATION ~ \ CHANNEL . ~ ~ HARDWOOD STAKE AT 3' INTERVALS
~ O~ D o - ~ \ ~ ~ ~ ~ D ~ ~ ~
° ~ ° 0 ~ ~ = EXISTING SUBGRADE o ~ ° „ CONSTRUCT FURROW 5-6 ~ TOE BOULDER (TYP. EACH SIDE) EXISTING SITE SOILS IN CUT 2 -4 DEEP AND
SCOUR POOL TO BE SCARIFIED 4" TOPSOIL DOWNSTREAM OR SUITABLE SITE SOILS OR 4" CHANNEL DEPTH THE WIDTH OF THE ROLL
0 PER SPECIFICATIONS DEPTH AND LAYER CHANNEL IMPORTED BACKFILL PLACED
DIMENSIONS VARY D - ~ WITHOUT ADDITIONAL COMPACTION 6 LAYER OF 12 3 COBBLES WITH SAND AND GRAVEL
~ ~ o EXTEND GEOTEXTILE FOOTER ~ ~ _ ~ O °-o BENEATH SCOUR POOL
BOULDER _ DO o ~ AND FLOODPLAIN POOL PROVIDE MIN. 12" TRENCH EDGE OF
a ° STAKES AT 3' O.C. O EROSION CONTROL o~
IN BOTH DIRECTIONS BLANKET NOTES SUBGRADE NOTES
PREFORMED SCOUR POOL ~ 1. SEE PLANS FOR TOP OF BANK ALIGNMENT AND CHANNEL ELEVATIONS.
INTERSTITIAL FILL SITE SOILS SEE PLANS FOR DIMENSIONS SAND, GRAVEL, COBBLE COMPACT TO 95~ 1. COIR ROLL MAY BE NATURAL COCONUT, RICE, OR JUTE FIBER.
12 LAYER OF 12 -3 RIVER ROCK 2. COIR ROLL TO BE POLYPROPYLENE MESH ENCASED, HEAVY DUTY FABRIC TO ENSURE 24 MONTH MINIMUM LONGETIVITY, 2. MESH TO BE NATURAL OR SYNTHETIC BIODEGRADABLE FIBER WITH 1 FULL YEAR
BEDDING GRAVEL X57 STONE - 12" LAYER MODIFIED DENSITY WITH SAND AND GRAVEL HILL IDE AND FL DWAY N IN BENEATH DROP STRUCTURES B N INTMENT AND A MIN. 120 LB TENSILE STRENGTH AND A MIN. ROLL DENSITY OF 7 LB FT. ' ' ~ MINIMUM LIFESPAN. ENDS OF MESH ROLL ARE TO BE SECURELY TIED.
sw~ o~ SCALE: 1 " = 2'
R K DR P TR T RE 3. SEE FLOODWAY DETAILS FOR INSTALLATION REQUIREMENTS FOR ECB. 3 „ 3 „ „ 3. STAKES ARE TO BE SOLID WOOD /4 X/4 X18 LONG MINIMUM.
2 swioi SCALE: 1" = 2' PROFILE
TREAM HANNEL A 4. NATURAL FIBER ROPE TO BE SECURELY TIED THROUGH NOTCH OR
swio~ SCALE: 1" = 2' CROSS SECTION HOLE IN STAKES.
5. MAINTAIN COIR ROLL AND REPAIR ANY DAMAGE, EROSION, OR RILLING AROUND OR BENEATH ROLL FOR DURATION OF THE PROJECT.
zo POND BANK REGRADING NOTES
o ~ - IR R LL IN TALLATI N -TYPE 1
w 1. GRADE TO SUBGRADE DIMENSIONS AND ELEVATIONS INDICATED ON PLANS 8 USING SMALL EQUIPMENT AND HANDWORK TO PREVENT SOIL COMPACTION. sw~o~ SCALE: 1" = 2'
APPROXIMATE ~ o EDGEE OF BANK o ~
(VARIES) SEPARATION GEOTEXTILE UNDERLAY 2. PREPARE SOIL PRIOR TO INSTALLATION OF EROSION CONTROL BLANKET
FLOODPLAIN AND SCOUR POOLS (TYP.) (ECB), INCLUDING ANY AMENDMENTS REQUIRED TO ACHIEVE SOIL
OVERLAP AS NECESSARY AND AT TRENCH FERTILITY, DRAINAGE OR pH, AS REQUIRED BY THE LANDSCAPE PLAN AND
PROJECT PLANTING SPECIFICATIONS.
12"~ COIR ROLL, NATURAL FIBER FLOODPLAIN POOL ~ DENSELY COMPACTED
COIR ROLL 18" DEEP UPLAND HILLSIDE BIODEGRADABLE MESH, INSTALLED AND ~ TYPICAL ~ INSTALLED AND STAKED TO 3. PLACE TOPSOIL AND AMENDMENTS AS REQUIRED BY SEED SUPPLIER AND PROJECT PLANTING SPECIFICATIONS. BACKFILL, PLACED IN 6" LIFTS -1 FTS
STAKED PER ( ) APPROX. MANUFACTURERS SPECIFICATIONS
I POND MANUFACTURER'S SEE PLANS FOR LOCATION REQUIREMENTS 4. SEED POND BANKS WITH SEED MIX SPECIFIED ON LANDSCAPE PLAN, UNDISTURBED SOIL
RECOMMENDATIONS CREST DETENTION ZONE LIMITS ACCORDING TO THE PROJECT PLANTING SPECIFICATIONS. ~
EMBED 24" ROCK ~ MEAN HIGH WATER LEVEL
BENEATH 5. SEED ANY ADDITIONAL DISTURBED AREA WITH A SHADE TOLERANT FESCUE EL-401.0
BOULDERS OR MIXTURE OR APPROVED SEED MIXTURE, FOLLOWING SITE REVEGETATION SPECIFICATION.
BURY SAME ~ ~ HIGH MARSH
LENGTH IN BANK f 0-28" DEPTH I I 6. INSTALL EROSION CONTROL BLANKET (ECB) ON THE FINISH GRADE ~ PIPE
\ ACCORDING TO MANUFACTURERS SPECIFICATIONS AT ALL LOCATIONS I
a , SUITABLE SITE v, NORMAL WATER LEVEL WHERE SLOPE IS GREATER THAN THREE TO ONE 3:1 INSTALL EROSION ( )
EMBEDDED , SOILS PLACED TO BOULDERS EL=398.7 CONTROL FIBER MESH (ECFM) ON THE FINISH GRADE ACCORDING TO N0. 57 STONE ~
v GEOTECHMCAL REC. EROSION (TYPICAL) EXISTING SUBGRADE LOW MARSH MANUFACTURER'S SPECIFICATIONS AT ALL LOCATIONS WHERE SLOPE IS ~ ~I EROSION CONTROL BLANKET (ECB)
v 6-9" DEPTH OR EROS a TO BE SCARIFIED AND AMENDED ~ ~ PIPE SPRINGLIKE OR EROSION CONTROL FABRIC MESH (ECFM) GREATER THAN FOUT TO ONE (4:1).
° ~ r ~ ~ INSTALLE[ PER LANDSCAPE PLAN INSTALLED TO MANUFACTURER'S NOTE I
_ ~ ~ SPECIFICS 7. ECB TO BE AN EXTENDED TERM 2 MONTH FUNCTIONAL LONGEVITY , ALL PIPE SYSTEMS SHALL BE INSTALLED I SPECIFICATIONS ( ) ~
COMPOSITE CONSTRUCTION OF TWO SYNTHETIC OR NATURAL DEGRADABLE IN ACCORDANCE WITH ASTM D2321, i NETTINGS ENCASING A SYNTHETIC OR A NATURAL MULCH. ECB TO "STANDARD PRACTICE FOR UNDERGROUND 6' FOR 30"-60" PIPE
EMBED BLANKET INSTALLATION OF THE THERMOPLASTIC PIPE
EMBED BLANKET AQUF TERMINATION MIN 24" PROVIDE A MINIMUM DUAL DIRECTION TENSILE STRENGTH OF 150 LBS~FT AQUATIC SHELF AND INTENDED FOR APPLICATION ON 2:1 SLOPES OR GREATER. FOR SEWERS AND OTHER GRAVITY FLOW
TERMINATION 4"-6" AMENDED SOIL ~ ~ AND COMPACT SOIL - AND COMPACT SOIL APPLICATIONS", LATEST ADDITION, AND FOR 30"
w ~ PREPARED TO ~ - ~ (SEE DETAIL 4~SW103) ACCORDING TO THE PROJECT 8. ECFM TO BE A SHORT TERM (12 MONTH FUNCTIONAL LONGEVITY) STRAW PIPE 56 MINIMUM
~ ~ ~ - SEED SUPPLIERS SPECIFICATIONS Q T, , ~ OR EXCELSIOR MAT. SPECIFICATIONS.
DEEP POOL 9. STAKES TO BE 12" LONG MIN. 0.2" DIAMETER GALVANIZED PINS WITH
NOTE
60° ~ ~ SUITABLE SITE SOILS 1.5" DIAMETER GALVANIZED sTEEL wasHERS. sTAKES To BE INSTALLED TANDARD BEDDIN DETAIL F R HDPE PIPE _s 9 FLUSH TO SURFACE AND ACCORDING TO ALL MANUFACTURERS sw~oi
SCALE COMPRESSED FOR CLARITY PLACED TO GEOTECHNICAL REC. SCALE: 1 = 2 INSTRUCTIONS.
LOCATION AND EXTENT OF ZONES VARIES FOOTER SEE PLAN FOR PROPOSED LAYOUT.
BEDDING GRAVEL SCOUR POOL BOULDER 10. IN LOCATIONS WHERE THE SLOPE IS SIX TO ONE (6:1) OR LESS,
~57 STONE 18-24" DEEP TYPICAL ( ) REPLACE VEGETATION TO ITS PRIOR OR BETTER CONDITION USING
WITH INFILL (TYPICAL) 7 IMPORTED TOPSOIL TO INSURE GERMINATION.
GEOTEXTILE ROCKS sw~o~ SCALE: 1" = 2'
UNDERLAYMENT 11. INSTALL COIR ROLL EROSION CONTROL AROUND POND PERIMETER 6"
ABOVE WATERLINE IMMEDIATELY FOLLOWING CLEARING AND GRADING. INSTALL ACCORDING TO MANUFACTURER'S INSTRUCTIONS AND MAINTAIN
8'-10' WIDE ~ FOR THE DURATION OF THE PROJECT.
4' TOP OF BANK WIDTH 2 WEIR CREST 2.5'
KEY BOULDERS 12. PRIOR TO VEGETATIVE ESTABLISHMENT, ALL SEEDED AREAS SHALL BE
2.5' INTO BANKS INSPECTED AFTER ALL SIGNIFICANT RAINFALL EVENTS, EROSION EVENTS,
(TYP BOTH SIDES) OR OTHER DISTURBANCES AND RE-SEEDED, FERTILIZED AND MULCHED
BANK BOULDERS -PLACE AS NECESSARY TO PROVIDE SUCCESSFUL ESTABLISHMENT. ANNUAL OR BI-ANNUAL MAINTENANCE MAY INCLUDE MOWING, RE-SEEDING AND
AT DIRECTION OF ENGINEER REMOVAL OF DEBRIS, OR AT AS-NEEDED INTERVALS.
(TYPICAL)
R K DR P TR T RE 3
sw~oi SCALE: 1" = 2' PLAN
DEAD STOUT STAKE
STREAMBANK
ROCK DROP STRUCTURE NOTES - (SLOPE VARIES) SET SEE ROCK MATERIAL SCHEDULE SHEET SW104 THAN SET SHRUB 1" HIGHER THAN THE FINISHED BED
FOR ROCK REQUIREMENTS. ~ GRADE
' ~ PF PRUNE ALL DEAD OR APPLY 3" OF
DAM DAMAGED WOOD PRIOR SPECIFIED MULCH
- . TO PLANTING KEEP 3" AWAY
NOTES FROM TRUNK
EROSION CONTROL 1. ALL SHRUBS LOCATED WITHIN NATIVE SEED AND V SEED AND WILDFLOWER e® a~~ ~ eB ~~~~a aB 0 ~ ® 0 a~ 0
FABRIC WITH 3" SPECIFIED AREAS ARE TO BE STAKED ACCORDING TO THIS D G TO THIS DETAIL.
MULCH COVERING
MAX. 1 3 EXPOSED 2. DIG PLANT PIT TWICE AS WIDE & HIGH AS THE / ~H AS THE CONTAINER
3. CARE SHOULD BE TAKEN NOT TO DAMAGE THE DAMAGE THE SHRUB OR
~ / ROOT- BALL WHEN REMOVING IT FROM ITS CONTF )M ITS CONTAINER. r
~-c BROKEN OR CRUMBLING ROOT BALLS WILL BE RE 2'-3' TRIANGULAR SPACING LOOSEN SIDES OF WILL BE REJECTED. ~
( ) PLANT PIT 8c WATER IN WELL TO ELIMINATE
4. FILL PLANT PIT WITH 1/2 SPECIFIED SOIL MIX & SOIL MIX & 1/2 PIT LARGE AlR POCKETS
r SOIL. 2'-4' LENGTH NOTES
1. ROOTED/LEAFED CONDITION OF CH AROUND PLANT. LEAVE II 1 I
THE LIVING PLANT MATERIAL IS 5. PROVIDE 3" DEPTH OF ORGANIC MULCH AROUND .T BASE OF PLANT. COMPACTED BACKFILL MIX
NOT REPRESENTATIVE OF THE TIME 3" FROM TRUNK CLEAR OF MULCH AT BASE OF f ! PROVIDE 3" TABLE OF
2'-3' LIVE CUTTING TYP. OF INSTALLATION. ( ) _ COMPACTED SOIL TO
1/2" TO 1-1/2" DIA. 2. WILLOW STAKES TO BE PREVENT SETTLING °
CONCENTRATED NEAR DROP
STRUCTURES AND LOCALLY STTEP
BANK SLOPES,
HR B DETAIL 11
TAKI N DETAI L 10 sw~o5 SCALE: 1" = 2' sw~ os SCALE: 1 " = 1'
P:INCMA EXPANSIONICAD103.10.08 PERMIT SUBMITTALISTORM PLAN DETAILS-SW103.DWG CVALEN 311112008 2:20:05 PM
Thomas Phifer and Partners Pearce Brinkle Cease + Lee La as + Havener PA Kimle Horn and Associates a v pp ~ v Artifex Environmental Desi n North Carolina Museum of Art Stormwater Mana ement Details -1 Not To Scale 9 9
New York Ralei h Durham Ralei h Denver Ralei h North Carolina
9 9 g•
212 337 0334 919 836 9751 919 4191199 919 677 2000 ; 720 855 3721 SCO Pro~ect No. 040620101 J
Swi 03

Stormwater Mana ement Details- 2 No No Issue Date
9 01 01 Package B - Construction Documents 30 Apr 2007
02 02 Stormwater Revision 03 March 2008
SEE DETAIL N0. 7
SHEET SW103 FOR 4
HILLSIDE REGRADING PROPOSED GRADE SW104
SEE PLANS SIDEFLOW WEIR
SEE DETAIL N0. 5 SW104
, TEMPORARY REVEGETATION SPECIFICATIONS

TOP OF WEIR BOX ELEV. = 428.0 SEDIMENT BASIN - ~ SEDIMENT BASIN APPROXIMATELY 3' 5' SEEDBED PREPARATION
SLOPE 2:1 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
I
6" BELOW WEIR 3 ADVERSE SOIL CONDITIONS, IF AVAILABLE. MAXIMUM CREST ELEVATION 426.5
SLOPE 2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
I WEIR ELEV. = 427.0 SW104 1
1 BOULDER 3'x3'x3' TYP. 3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING ( )
I MAX SLOPE 4-6" RIVER 4-6" RIVER ROCK HANDPLACE AND EMBED CHANNEL LINING ROCK SURFACE REASONABLY SMOOTH AND UNIFORM. oa~j
I I 2 BOULDER ~3'X3'X1' TYP (1/2-3" (1%2-3" DIA.) ~°CS TO FORM WEIR FILL VOIDS 12"-18"~ -EXTEND 0o Qao
( ) <i I I 1 °0 0 WITH SAND AND GRAVEL 5' PAST TOE 4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY LY
o AND MIX WITH SOIL SEE BEBOW* . a°o 0 oa ( )
eI ° 5. CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FIRM REASONABLY UNIFORM RM Legend Notes
I e SEEDBED IS PREPARED 4 TO 6 INCHES.
{ I, . I _ o 0 o m0
~I I ° I ~ I o~~ o~°Do a ° ~ ono°~° - o ~ o ~o~° o ~ ~o o° o o °o a 6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH TH
° ~o ~ oo ~ o 1 r °°a~~ a I a ° a ~ o°° a° Q o 0 o a SEEDING EQUIPMENT OR CULTIPACK. 1. o ~°~a 1. SEE PROJECT SPECIFICATIONS 02635 STORMWATER
0 6Q o aoQao } o,D ~ ao o L ooh ~o 00o a ° o o ~ ao~°o o ° o Ora ~ a . DOWNSTREAM CHANNEL °oo a~ ° ° ° ° 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. MANAGEMENT CONSTRUCTION, AND 02940 STORMWATER LAWNS, GRASSES, AND PLANTINGS FOR
° oo ~ o0 o ao Da 000 o O ° ° ° a SPECIFIC INFORMATION RELATING TO THIS SHEET.
I I a o ° ° 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS ON
I I 30 ~ HDPE I o I I I ~ ° o ° ° o ° RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE BE
INFLOW PIPE ~ ° a ° _ ~ ~ ° ~°a THALWEG o OVER 60~ DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND " ' n t 3
'I ' SEEDING RATES.
I ° G d
I I <; I 4" 6" RIVER ROCK 4"-6" RIVER ROCK - ° 9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND 12 BEDDING GRAVEL ~57 STONE _ ' ~ ~ ~ FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. Legend
(Yz ) I Sediment Basin
= I 24" CLEAN SAND INV. 423.0 I I I SEPARATION GEOTEXTILE * APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ACRES (3 TONS/ACRE IN CLAY s Service Area
TYPE 2S 24 CLEAN SAND h I FILTER FABRIC SOILS
I TYPE 2S UNDERLAY GEOTEXTILE F ~-1 I I I TO PREVENT FLOW TH,~ GEOTEXTILE FABRIC ~ FERTILIZER - 1,000 LBS./ACRE -10-10-10 P PVC Underdrain
SEPARATION GEOTEXTILE ~,I NT FLOW THROUGH COMPACT SUBGRADE TO 95% MODIFIED DENSITY SUPERPHOSPHATE - 500 LBS./ACRE - 20~ ANALYSIS
FILTER FABRIC I I MULCH - 2 TONS/ACRE -SMALL GRAIN STRAW P Proposed 30" HDPE
I I I 12" DEPTH ANOTHER -ASPHALT EMULSION @ 300 GALS. ACRE c / Storm Line
,~I I I BEDDING GRAVEL 57 STONE TYP R K TFL W WEIR 2
# ( ) ~ I sw~o~ SCALE: 1" = 1' SECTION SHOULDERS, SIDE DITCHES, SLOPES (MAX 3:1~ 1 12" - 24" Boulders
~_--L____1___L STEPPED SUBGRADE DATE TYPE PLANTING RATE
~ ~ ~ TO ACCOMODATE BOULDERS
~ COMPACT TO 95% AUG 15 - NOV 1 TALL FESCUE 300 LBS/ACRE ACRE
MODIFIED DENSITY ROCK MATERIAL SCHI ~IA~ SCHEDULE NOV 1 -MAR 1 TALL FESCUE 300 LBS/ACRE ACRE
L--------------J & ABRUZZI RYE 25 LBS/ ACRE ACRE
SAMPLE MOCKUP INSTRUCTIONS MAR 1 -APR 15 TALL FESCUE 300 LBS/ACRE ACRE
ITEM MATERIAL AND SIZE CLASS SIZE, QUANTITY, AND INSTALLATION INSTRUCTIONS COLOR / APR 15 -JUN 30 HUYLLED COMMON BERMUDAGRASS 25 LBS/ACRE ;RE
STEPPED INFLOW WEIR STREAM CHANNEL RIVER ROCK - - E BROWN, TAN, BLACK, BLUE, PROVIDE INITIAL APPROVAL SAMPLE PER SPECIFICATIONS FOR JUL 1 -AUG 15 TALL FESCUE AND 120 LBS/ACRE ACRE
SEE PLAN FOR EXTENT OF ROCK 1 1/2 3 DIAMETER. SUBSTRATE MIX WITH 10~ CLEAN SAND & NOMINALLY 6-12" DEEP, SEE PLANS FOR DETAILS. GREY. VARIOUS COMBINATIONS AS INDIVIDUAL COMPONENTS, DELIVERED TO SITE FOR REVIEW. ***BROWNTOP MILLET 35 LBS/ACRE ;RE
5~ 3/4" MINUS WASHED GRAVEL ~ APPROVED BY ENGINEER, PROVIDE ONSITE MOCKUP, FOLLOWING WRITTEN APPROVAL OF ***OR SORGHUM-SUDAN HYBRIDS 30 LBS/ACRE ;RE
EDIMENT BA IN INFL W F 1 FOLLOWING OWNER'S REVIEW OF IDENTIFIED SELECTIONS BY THE ENGINEER.
sw~o~ SCALE: 1" = 1' SIDE ELEVATION SUBMITTALS. SLOPES (3:1 TO 2:1)
NOTE STREAM CHANNEL NORTH CAROLINA MOSS ROCK, NATURAL WEATHERED GRANITE OR SANDSTONE, SMOOTH WITH E WITH BROWN TAN, YELLOW. AS PROVIDE COLOR PICTURES IN WRITTEN SUBMITTAL PRIOR TO MAR 1 -JUN 1 SERICEA LESPEDEZA (SCARIFIED) 50 LBS/ACRE ;RE
SEE ROCK MATERIAL SCHEDULE BOULDERS BY SIZE CLASS LISTED BELOW NATURAL ANGULAR FEATURES. PROVIDE WITH AT LEAST 50~ OF P i0% OF APPROVED BY ENGINEER, PURCHASING OR DELIVERING BOULDERS. UPON WRITTEN APPROVAL (MAR 1 -APR 15) AND ADD TALL FESCUE 120 LBS/ACRE ACRE
SHEET SW104 FOR ROCK REQUIREMENTS. EACH SIZE CLASS WITH INTACT MOSS AND NATURAL WEATHERING F ,THERING FOLLOWING OWNER'S REVIEW OF OF IDENTIFIED SELECTIONS, DELIVER AND PROTECT FROM DAMAGE (MAR 1 -JUN 30) OR ADD WEEPING LOVEGRASS 10 LBS/ACRE SUBMITTALS. ONSITE. AT DIRECTION OF ENGINEER, CONSTRUCT FULL SIZE MOCK (MAR 1 -JUN 30) OR ADD HULLED COMMON 25 LBS/ACRE ;RE
FOR STEPPED INFLOW WEIR AND OUTFLOW WEIR. FEATURES. SEE PLANS FOR DETAILS. ~ UP OF ONE TYPICAL DROP STRUCTURE AT LOCATION DIRECTED BERMUDAGRASS ;RE
ACRE
BASE/FOOTER BOULDERS 36" X 36"X 12" APPROXIMATE SIZE. TWO COURSES MINIMUM, AS REQUIRED TO MEET THE DROP STRUCTURE HEIGHT PER PLANS. SUM AS (WHICH MAY NOT BE REGARDED AS A PERMANENT INSTALLATION.) JUN 1 -SEP 1 ***TALL FESCUE AND 120 LBS/ACRE PLANS. MOCK UP TO INCLUDE ALL ROCK FEATURES, INCLUDING BASE ***BROWNTOP MILLET 35 LBS ACRE ;RE
QUANTITY VARIES PER PLAN. / BOULDERS, INFILL ROCKS, CHANNEL/BANK BOULDERS AND CREST ***OR SORGHUM-SUDAN HYBRIDS 30 LBS ACRE / ;RE
INFILL ROCKS 12-18" NOMINAL DIAMETER. PROVIDE SUFFICIENT QUANTITY FOR ROCKS. SEP 1 -MAR 1 SERICEA LESPEDEZA UNHULLED- 70 LBS ACRE ;RE
AT LEAST 30~ OF TOTAL DROP STRUCTURE AREA. QUANTITY TY FOR ( / TITY UNSCARIFIED) AND TALL FESCUE 120 LBS/ACRE ACRE
VARIES PER PLAN. (NOV 1 -MAR 1) ADD ABRUZZI RYE 25 LBS/ACRE ;RE
CHANNEL/BANK BOULDERS SIZE RANGING FROM 18" NOMINAL DIAMETER TO 30" NOMINAL ~IINAL
DIAMETER. PROVIDE MINIMUM 12 EA PER ROCK DROP STRUCTURE, TRUCTURE, CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
TO BE LOCATED AT THE DIRECTION OF THE ENGINEER. ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF OF
DENUDED AREA. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS; OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE. _E.
CREST ROCKS APPROXIMATELY 36" X 36" X 12" APPROXIMATELY 2 EA PER ROCK PER ROCK
DROP STRUCTURE REQUIRED. SMALLER ROCK THICKNESSES MAY ES MAY ***TEMPORARY -RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED
BE USED TO ACHIEVE REQUIRED CREST ELEVATION. PERMANENT VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12" 12"
IN HEIGHT BEFORE MOVING, OTHERWISE FESCUE MAY BE SHADED OUT.
4' *NOTE: THIS SEEDING SCHEDULE IS FOR EROSION AND SEDIMENT CONTROL ONLY. N LY.
SEE LANDSCAPE PLAN SHEET SW105 FOR FINAL SEEDING.
2'
SIDEFLOW WEIR
SEE DETAIL N0. 5 SW104 RIM ELEV. = 428.0
PROPOSED BANK EDGE EXISTING OUTFACE STRUCTURE
WEIR ELEV. = 427.5 BOULDER (~3'X3'X1' TYP)
STEP AND EMBED IN SLOPE EXISTING RIM ELEV. = 401.2
ELEV. = 428.0 6" a v
WEIR ELEV. = 427.0 ~
TOP OF ROCK ELEV. = 427.5 4" ELEV. = 427.5 4„ v ~ ~ f ~ ~
I I c
I I 6„ EXISTING FLOOD CONTROL
ELEV. = 427.0 WEIR ELEV. = 399.76
PROVIDE WEIR OPENINGS (3) I I r 3
FRONT 2' WIDE x 6" /8 ~ STAINLESS STEEL RODS AND >
SIDES 1' WIDE x 6" 2 EA I ( ) _ _ STAINLESS STEEL PIPE CLAMPS. WATER QUALITY POOL ELEV. = 398.7
INSTALL WITH EPOXY OR WEDGE
_ ~ I I ~ ~ ~ ~ ANCHORS INTO CONCRETE 4" EMBED. ~ ,
I I~ ~ ~ ~ PROPOSED 3 ~ 90° ELBOW
I 30 ~ HDPE ~ ~ I ~ I I INFLOW PIPE ~ ~ ~ ~ ~ REDUCER AND RISER (TYP.) b ~ ~
~ 11 ~ I ~ I 1 ~ 6 -6
- ~ 11 ~ - 1 I ~ EXISTING PERMANENT
I I ~ ~ ~ i ~ I I I I I I ~ POOL ELEV. = 396.7
I I DURING CONSTRUCTION d ( )
~ \ ~ 1 1 l l I ~ 1 ~ \ ~ I / 4"~ DIP CAP WITH 3"~
I Ill I ~ HOLE INSTALLED ON / / - EXISTING STUB TYP.1 EXISTING 4" DIP AND VALVE
III I - ( / Y / (TYP.)
~ ~ ~ i - ° ~ I ~ ~ ~ I I I ~ ~ ~ ~ ~ / __r ~ WITH STUB OUT i
r ~ ~ I I 1 1 ~ t C ~ BOTTOM OF ROCK - ~ ~ ~ °J l I ~ ~ ~ INV. IN ELEV. 423.0
1 1 / ~ 1;. 1=LEV. _ ,24.0 - - - z
~ ~ ~ I T V 4"~ UNDERDRAIN I x ~ ' ~ ~ ~ SEE DETAIL 8 SW104
~ ~ I FOR CONNECTION
i
~ INV. IN ELEV. = 423.0 a I ~ ~ ~ ~ I ~

I I 12" DEPTH I I = P ND TFALL M DIFI ATI N
I I BEDDING GRAVEL X57 STONE INV. ELEV. 421.7 SW101 „ , SCALE: 1 = 1 SECTION
I I I I ELEV. = 421.5
I,; I ~ SEPARATION GEOTEXTILE
I I I I FILTER FABRIC ~
~I I - ~ ~ EXISTING 48"~ STORM SEWER
I ELEV. = 421.5 8"
~---~--------------L,__~ ~ - 4„
FLOWFIL~ TO PROVIDE ~ CONSTRUCT BOULDER HEADWALL WITH
STEPPED SUBGRADE I ' DRAINAGE MINIMUM Y8" FT. ~ BANK BOULDERS (~18"~ TYP.) / GRADE SLOPE ~ EXTEND TRM UP SLOPE EMBED AND STEP ACCORDING TO PROPOSED 'OSED
TO ACCOMODATE BOULDERS L~_ _ _ _ -----~----------J AS SHOWN ON PLAN I ~ FIT AND SECURE AROUND PIPE & i SLOPE BACKFILL W/ ~57 STONE
COMPACT TO 95~ ~ BOULDER HEADWALL INSTALL PER TYPICAL ~ 5' MINIMUM
MODIFIED DENSITY IDE FL W WE 5 W WEIR _ MANUFACTURER'S SPECIFICATIONS
EDIMENT BA IN INFL W 3 SW101 SCALE: 1 = 1 CROSS SEC CROSS SECTION
sw1o1 SCALE: 1" = 1' FRONT ELEVATION ~.P. 10' MIN.
PLACE 8" D50 CLASS B RIPRAP ~
DISSIPATION LAYER 18" DEEP
12.5' MIN. ~ SAWCUT AND REMOVE STORM SEWER ALONG FLOWLINE WARP TRM
NOTES TO EXTENT SHOWN ON PLAN BENEATH RIPRAP
TRANSITION SLOPE 4' 4'
GRADE TO BOULDERS AND ~ _ 1. PROVIDE SHOP DRAWINGS WITH REINFORCEMENT DETAILING PRIOR TO INSTALL AND VEGETATE TRM
REVEGETATE ACCORDING ~ ~ CONSTRUCTION. ~ 2. PROVIDE INTEGRAL COLORED CONCRETE FOR RISER SECTION OF SIDE FLOW WEIR. TO HILLSIDE SPECIFICATION ACCORDING TO SPECIFICATIONS
~ ~ 3. PROVIDE COLORED CONCRETE ADDITIVE ACCORDING TO THE REQUIREMENTS OF THIS EXTEND TO WATERLINE AT APPROXIMATE ELEVATION 399.25 PROVIDE CLEAN SAWCUT
_ 30"~ HDPE . - - ~ BOULDERS (~3'X3'X1' TYP.) SECTION AND THE MANUFACTURER'S INSTRUCTIONS. AND REMOVE STORM SEWER
~ INFLOW PIPE ~ ~ STEP AND EMBED 4. CONCRETE COLORING PIGMENT: CONCRETE COLORING PIGMENT SHALL BE PROVIDED ~ WHICH MEETS ALL REQUIREMENTS OF THE SPECIFICATIONS, AND PROVIDES INTEGRAL MITER TO PROPOSED SLOPE NOTE WITH 6" PROJECTION
COLOR TO THE CONCRETE, ACCORDING TO THE DIRECTION OF THE ENGINEER. THE i SEE ROCK MATERIAL SCHEDULE
427.0 ~ CONCRETE COLORING PIGMENT SHALL BE FREE OF DELETERIOUS MATERIALS AND I SHEET SW104 FOR ROCK REQUIREMENTS.
ADDITIVES. THE CONCRETE COLORING PIGMENT SHALL BE COLOR FAST TO SUNLIGHT, AND INSOLUBLE IN WATER. THE CONCRETE COLORING PIGMENT SHALL BE I APPROXIMATE
GROUND SUCH THAT 90% BY WEIGHT PASSES A 45-MICRON FILTER. 30"~ HDPE HDPE WATERLINE
5. PROVIDE AT LEAST FIVE PHYSICAL SAMPLES OF THE COLORED CAST CONCRETE TO ~ INFLOW PIPE SIDEFLOW WEIR THE OWNER, FOLLOWING THE OWNER'S SELECTION OF POSSIBLE COLORS BASED ON OW PIPE I I
SEE DETAIL NO. 5 SW104 THE MANUFACTURER'S LITERATURE FOR APPROVAL, PRIOR TO PLACING CONCRETE. I
TOP OF WEIR BOX 428.0 6. ADD THE MINIMUM AMOUNT OF COLORING PIGMENT REQUIRED TO MEET THE 8
APPROVED COLOR, AND WITHOUT AFFECTING THE MIX DESIGN REQUIREMENTS.
7. FOR ADDITIONAL REQUIREMENTS, SEE SPECIFICATIONS SECTION 03300 CAST IN PLACE CONCRETE. ` I I VEGETATED OUTFAL~ PROTECTION NOTES CONTINUED ` VEGETATED OUTFACE PROTECTION NOTES
426.0 al I
/ ~ 5. TRM TO BE COMPOSITE CONSTRUCTION OF THREE NON-WOVEN 1. SAWCUT AND REMOVE STORMSEWER IN AREA HATCHED ON PLAN. SYNTHETIC MACHINE PRODUCED NETTINGS ENCASING A NATURAL
1( ~ / ~ ~ PROVIDE CLEAN EDGE OR REPAIR AS NECESSARY. COCONUT FIBER MULCH. TRM TO PROVIDE A MINIMUM DUAL
I ~ ~ ~ ( ~ I 2'-4" DIRECTION TENSILE STRENGTH OF 200 LBS/FT AND INTENDED FOR
1 ~ ~ ~ I 425 0 FRAME AND GRATE 2. GRADE TO DIMENSIONS AND ELEVATIONS INDICATED ON PLANS APPLICATION ON 2:1 SLOPES OR GREATER. TRM TO MEET OR USING SMALL EQUIPMENT AND HANDWORK TO PREVENT SOIL EXCEED AASHTO M-288-00 CLASS 1 SPECIFICATION FOR -
(NARROW SLOT, FLAT) J COMPACTION. PERMANENT EROSION CONTROL.
~ PROVIDE BOLTED CONNECTIONS ~
~ BETWEEN GRATE AND FRAME ~ - ~ ~i ~ 3. PREPARE SOIL PRIOR TO INSTALLATION OF TURF REINFORCEMENT 6. PLACE TRM WITHIN THE FLOWLINE, CONFORM TO PROPOSED
~ I MAT TRM INCLUDING ANY AMENDMENTS RE UIRED TO ACHIEVE ( Q
I SOIL FERTILITY DRAINAGE OR H AS REQUIRED BY THE LANDSCAPE GRADES, AND TRENCH ALL EDGES 12 INTO THE ADJACENT SOIL. I p ,
AND PLANTING SPECIFICATIONS. STAPLE AND INSTALL ACCORDING TO MANUFACTURERS INSTRUCTIONS.
4. SEED DISTURBED AREA WITH A SHADE TOLERANT FESCUE 7. PRIOR TO VEGETATIVE ESTABLISHMENT, ALL SEEDED AREAS SHALL
COIR ROLL -FOR LAYOUT PRECAST CONCRETE SEE PLAN INSET SHEET SW102 DROP INLET PER NCDOT MIXTURE OR APPROVED SEED MIXTURE, FOLLOWING SITE BE INSPECTED AFTER ALL SIGNIFICANT RAINFALL EVENTS, EROSION
REVEGETATION SPECIFICATION. EVENTS, OR OTHER DISTURBANCES AND RE-SEEDED, FERTILIZED
TOP OF ROCK 840.35 AND 840.46 ELEV. = 427.5 AND MULCHED AS NECESSARY TO PROVIDE SUCCESSFUL
ESTABLISHMENT. ANNUAL OR BI-ANNUAL MAINTENANCE MAY INCLUDE (tea a'. ~~`~t 7ltr o ~
2'-113» EDIMENT BA IN INFL W ToP of RocK 4 -113» MOWING, RE-SEEDING AND REMOVAL OF DEBRIS, OR AT AS-NEEDED 4 INTERVALS. +r l i Ch ~ ~ ..d'
4 sw1o1 ELEV. = 426.5
SCALE: 1 = 2 ROCK PLACEMENT PLAN
TOP OF ROCK VE ETATED TFALL PR TE TI N 8 ! b ~ a' Z
IDE FL W WEIF ELEV. = 425.5 6 ~W WEIR SW10 , SCALE: 1 = 10
sw1o1 SCALE: 1" = 1' PLAt` PLAN
P:INCMA EXPANSIONICAD103.10.08 PERMIT SUBMITTALISTORM PLAN DETAILS-SW104.DWG CVALEN 311112008 2:05:51 PM
Thomas Phifer and Partners Pearce Brinkle Cease + Lee La as + Havener PA Kimle Horn and Associates Y pp ~ Y Artifex Environmental Desi n North Carolina Museum of Art Stormwater Mana ement Details - 2 Not To Scale g 9
New York Ralei h Durham Ralei h Denver Ralei h North Carolina
g 9 g•
212 337 0334 919 836 9751 919 4191199 919 677 2000 720 855 3721 SCO Pro'ect No. 040620101 J

f~iC i L
1 Paciiage B -Construction 30 Hpr 2007
Documents
2 Stormwater Revisions 03 Mar 2008
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01 Package B - Construction Documents 30 Apr 2007
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~ ~
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~ FS 459.60 FS 459.60 FS 459.60 FS 459.60 FS 459.25 459.47 TC 459.72 1.32%
` S 459.11 HP 459 32 FG 459.52 FG 459.52 459.3., FG 459.52 FG 459.52 FG 459.17 TC 459.59 459.33 TC 459.79 TC 459.59 BC 459.22 FS 459. C 459.09 BC 459.29 BC 459.09 ~ FG 459. FS 459.50 ~ 458.94
FS 459.17
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~ BC 458.10 . . . . . . • • • • Board of
TS 458.33 ~ , TC 458.45 ~ \ • • Landscape Architects
468.0 ` ~ BC 457.95 1 y ~ 458.69 458.89 ® 458.57 Certificate of Registration
BS .57.E3 , 458.89 . . . . . . #1391
~ ~ ~
469 ~ TS 458 ASS ~ 0 458.75 458.91 Issued 3.31.2006 I
. Douglas Ross Findlay
~ HP 458.58 N \ 458 89 458.89
BS 57.9 ` ~ 458.62 ~ ~ / For Review Only
~1~ TC 8.04 TC 458.94 ~ I - TC 458.94 TC 58.04 ~
BC 45 54 BC 4~ BC 458.44 g 457.54 . • • • • • • • • • • • • (Stamp not yet received)
FS 457.33 2.0% 1.57% 1.57%
1 \\1, T FG 457.25 ':G:;.G:
BS 457.15 ' 457.78 _
q7p TS- -457.40 HP 457.40 LEVEL7~40~ _ BHP 457.40 4_68.55 HP 457.40 ~ HP 457.40 HP 457.40 HP 457.40 HP 457.50 459.08 459.08 =
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~L- T_- - r ~1 _ 0' 5' 10' 20' 40'
SCALE IN FEET
Thomas Phifer and Partners Pearce Brinkley Cease + Lee Peter Walker and Partners North Carolina Museum of Art Grading and Drainage Plan 1" = 20'-0"
New York Raleigh Berkeley Raleigh, North Carolina April 30, 2007
212 337 0334 919 836 9751 510 849 9494 SCO Project No. 040620101-B L601

No Issue Date
01 Package B - Construction Documents 30 Apr 2007
Legend Notes
1. Refer to Sheets 1-001 and L002 for landscape
notes and legend.
6 5
918 918
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North Carolina
Board of
Landscape Architects
Certificate of Registration
#1391
Issued 3.31.2006
Douglas Ross Findlay
For Review Only
(Stamp not yet received)
0' 5' 10' 20' 40'
SCALE IN FEET
Thomas Phifer and Partners Pearce Brinkley Cease + Lee Peter Walker and Partners North Carolina Museum of Art Grading and Drainage Plan 1" = 20'-0"
New York Raleigh Berkeley Raleigh, North Carolina April 30, 2007
212 337 0334 919 836 9751 510 849 9494 SCO Project No. 040620101-B L603

No Issue Date
01 Package B - Construction Documents 30 Apr 2007
Legend Notes
6'-0"
6'-0 6' -0,•
EQ. EQ.
EQ. EQ.
(V N ~
,._a..
ROUNDED TRANSITION ROUNDED TRANSITION ITION
FINISHED GRADE BEYOND
AREA DRAIN
- REFER TO GRADING PLANS
FOR RIM ELEVATION
6 30UTH SWALE AT TOE OF SLOPE AT DRAIN INLET r 3 NORTH SWALE
SCALE: 7vPi TYPICAL SECTION SCALE: TYPICAL SECTION
0 1' 2' 3' 0 1' 2' 3'
6'-0
EQ. EQ. EQ. EQ.
_ N ' ' - _
.
~ i
~'-o' i'-o" ROUNDED TRANSITION JSITION
FINISHED GRADE BEYOND FINISHED GRADE BEYO )E BEYOND
ROUNDED TRANSITION AREA DRAIN
- REFER TO GRADING -3RADING PLANS
FOR RIM ELEVATION _EVATION
- SCD FOR AREA DR TYPICAL SECTION SCALE: TYPICAL SECTION SEA DRAIN
5 SOUTH 3WALE AT TOE OF ELOPE 2 WE8T SWALE AT DRAIN INLETS
SCALE: npi
0 1' 2' 3' 0 1' 2' 3'
6'-0 FINISHED GRADE EQ. 6'-0"
EQ. EQ.
3'-0"
North Carolina
Board of
EQ. EQ. Landscape Architects
N N ~ Certificate of Registration
#1391
Issued 3.31.2006
Douglas Ross Findlay
O~,
CENTER OF FLOW LINE
ROUNDED TRANSITION ROUNDED TRANSITION 1'-0° J S I T I O N For Review Only
(Stamp not yet received)
FINISHED GRADE BEYOND
AREA DRAIN
- REFER TO GRADING PLANS
FOR RIM ELEVATION
- SCD FOR AREA DRAIN
SOUTH SWALE AT 30UTH FlELD NORTH SWALE AT DRAIN INLET 1 WEST SWALE
7 SCALE: TYPICAL SECTION ~ SCALE: 7yp~ 0 1' 2' 3' 0 1' 2' 3' TYPICAL SECTION SCALE: TYPICAL SECTION
0 1' 2' 3'
Thomas Phifer and Partners Pearce Brinkley Cease + Lee Peter Walker and Partners North Carolina Museum of Art DRAINAGE DETAILS SCALE: AS SHOWN
New York Raleigh Berkeley Raleigh, North Carolina April 30, 2007
212 337 0334 919 836 9751 510 849 9494 SCO Project No. 040620101-B L91 8

No Issue Date
o, Package B - Construction Documents 30 Apr 2007
RISER PIPE FOR CLEAN-OUT
- SOLID PVC PIPE
45° ELBOW TYP
WYE FITTING
DRAIN LINE
- PERFORATED PIPE
NOTE: SIZE OF DRAIN LINE AND
FITTINGS VARY -REFER TO PLANS
Legend Notes
WYE FITTING
SCALE: 0 6" 1 ° TYPICAL SECTION
WEED BARRIER GEOTEXTILE FABRIC
ATRIUM GRATE
AGGREGATE MULCH
FINISHED SURFACE
0 o co o n o o n o 0 O° O° O° « O° OC O° O
O ~O ° O ~ ~O ~ O ~O O O O ~ ° O
°co°c~° °<2% MINA°c°°
° ° ° ° ° ° ~~-io Q~ a ~
GEOTEXTILE ~EOTEXTILE FABRIC
-OVERLAP -OVERLAP FABRIC PIECE EDGES 12 INCHES MINIMUM
DRAIN ROC COUPLING )RAIN ROCK
;OUPLING
III I
WORM DRI - STAINLE - DRAW TI SOLID DRAT VORM DRIVE HOSE CLAMP
- STAINLESS STEEL, TYPE 302
- DRAW TIGHT SUBGRADE SOIL
SOLID DRAIN PIPE
- 6" DIAM w - 6" DIAMETER ~ w DRAIN PIPE EXTENSION
Q
= a ~ a -
~

w ~ a ELBOW FITTING
~ o - SEE DETAIL 3 FOR RISER
PIPE CONNECTION WYE FITTING
DRAIN PIPE
- SEE GRADING PLAN FOR TIE IN LOCATION CATION
- - ~T - SCD FOR INVERT ELEVATION AT TIE IN LOCATIO IN LOCATION
PERFORATE 5 GEOTEXTILE FABRIC TERMINATION AT SUBDRAIN LINE 'ERFORATED SUBDRAINAGE PIPE
ATRIUM GRATE AT COURTYARDS
SCALE: TYPICAL SEC YPICAL SECTION SCALE: TYPI TI „ CAL SEC ON
0 6" 1' 0 6 1
0'-6" TYP, CATCH BASIN
CAST-IRON GRATE AT LAWN AREAS I AREAS
FINISHED SOIL GRADE
CATCH BASIN EXTENSION
BRASS PLUG
- THREADED
N
-SOIL FINISHED GRADE AT LAWN AREAS
N
WEEP HOLES
OUTLET FITTING
PVC FEMALE ADAPTOR FITTING J North Carolina
Q U_ Board of
a ~ ELBOW FITTING Landscape Architects
PVC SOLID DRAIN PIPE Certificate of Registration
~ ~ DRAIN ROCK #1391
~ PVC ELBOW FITTING > ~ ; -INSTALL AT ALL SIDES O ~ I ~
_w EQ EQ ~ OF CATCH BASIN Issued 3.31.2006
~ P PIP Q VC E ~ OOo O o OOo 0 ~ o ~I oo Oo Douglas Ross Findlay
~ O o Oo 0 O OoOo I Oo
BAND CLAMP ~ 0 O ~ GEOTEXTILE FABRIC Z 0o Oo I Oo0 0 U P For Review Only
- O o O~ O o 0 0 0 -INSTALL ON BOTTOM AND UP
FLEXIBLE COUPLING ° D ~ D ° D d D ° D ~ D ° 4 SIDES OF CATCH BASIN O ° g4 0 ° Q4 u ° ~ u ° IN (Stamp not yet received)
~ Ica
BAND CLAMP ~ ~ ~ - - GEOTEXTILE FABRIC ° Q a ° a ° ° a a ° N n n RA I ~ ~ ~ ~ SUBG DE SO L
PERFORATED CORRUGATED PIPE ° ~ D D ~ D D ~ > D ~ D
DRAIN ROCK ° ~a o ° ~ o ° ~ ~ ~ AGGREGATE BASE
~ - 1 -0 X 1 -0 X 0 -6
I 4~~~~~~4°~~~ W ° ~ D ° ~ , ° ~ D ° _ ~ -COMPACT TO 95% I D D D Z
Iz I + I ~
w~ PERFORATED PIPE 1 ~ ~
~ - 6 DIA ~ ~ a ~ w a
Q~ ~ ~ I - - SOLID DRAIN PIPE RISER NOTE, REFER TO DETAIL 6/L9 07 I ~ z
j FOR TERMINATION OF GEOTEXTILE Q Q
i > ~ ~ FABRIC. o
NOTES: ELBOW FITTING
1. GEOTEXTILE FABRIC TERMINATION - SEE DETAIL 3 FOR RISER R
NOT SHOWN FOR CLARITY. PIPE CONNECTION WYE FITTING -ITTING
DRAIN PIPE
SUBDRAIN LINE CLEAN-OUT SUBDRAIN LINE CATCH BASIN AT LAWN AREAS -SEE GRADING PLAN FOR TIE IN LOC TIE IN LOCATION
SCALE: TYPICAL SECTION SCALE: - SCD FOR INVERT ELEVATION AT TIE ION AT TIE IN LOCATION
0 1 ~ TYPICAL 6 0 6 1 TYPICAL SECTION SCALE: TYPI TI CAL SEC ON
0 6 1
Thomas Phifer and Partners Pearce Brinkle Cease + Lee Peter Walker and Partners Y North Carolina Museum of Art DRAINAGE DETAILS SCALE: AS SHOWN
New York Ralei h Berkele 9 Y Ralei h North Carolina Aril 30 2007 9. p
212 337 0334 919 836 9751 510 849 9494 SCO Pro~ect No. 040620101-B J L91 7

CONSTRUCTI SCO PROJ ;TION PLAN SUBMITTAL FOR
?ROLINA MUSEUM
T EXPANSION
~OJECT NO. 04-06201-O1E
PACKAGE 1~ ENTRY RY DRIVE RE-ALIGNMENT, UTILITY
RELOCATI ATION & MASS GRADING
2110 RALEIGH, N PHO FAX ~ BLUE RIDGE ROAD
NORTH CAROLINA 27607
ONES [phone]
AXE [phone]
N
~ E
CONTACTS S
VIRGINIA _ s INDE NDEX TO SHEETS
owNEFt. NORTH CAROLINA NORTH CAROLINA
MUSEUM OF ART ~ EDEN /
2110 BLUE RIDGE RD. s~EO* DESCRIP >CRIPTION
RALEIGH, NC 2760
PHONE: [phone] .p~~ C100 TITLE SHEET 'HEET
FAX: [phone] OXF~ D ~r HARDEN ROAD C101 LEGEND AND GEN ) AND GENERAL NOTES
ATTN: DAN GOTTLIEBjQ~ c~F
F~ ,P~ C102 EXISTING CONDRI 9p IG CONDITIONS PLAN
CIVd. ENGINEER• KIMLEY-HORN AND ASSOCIATES, INC.
POST OFFICE BOX 33068 $j DEMOLITION PLAN
RALEIGH, NC 27636
PHONE: [phone] LOUISBURG URG PROJECT C103 UTILITY DEMOLITIO SITE C104 MASS GRADING A C105 EROSION CONTR0 0 3"RADING AND DRAINAGE PLAN
FAX: [phone] GREENSBORO •
ATTN: JASON C. ALLEN, E.I. ~ 40 ~ ~N CONTROL PLAN
7~
ARCMTECT. PEARCE BRINKLEY CEASE & LEE DURHAM
333 FAYETTEVILLE ST. MALL WAKE FOREST o C106 UTILITY PLAN PLAN
SUITE 1000 ~ 0
RALEIGH, NC 27601 CHAPE~ C107 SITE, STORMWATE W C108 NEATER DETAILS ;TORMWATER AND EROSION CONTROL DETAILS
PHONE: [phone] HILL 4~ 440
DETAILS
FAX: [phone] RALEIG
ATiN: JEFFERY LEE ASHEBORO 15 CARY~ ~ k'ADE A~ m C109 SANRARY SEWER RY SEWER DETAILS
LAl~SCAPE ARCMTECT. LAPPAS & HAVENER, PA • 64 ~ CLAYTON
215 MORRIS ST. GARNER ~
SUITE 150 L001 SITE DEMOLITION EMOLITION PLAN
DURHAM, NC 27701 PRWECT 4O
PHONE: [phone] LOCAl10N ~ L002 SITE PLAN LAN
FAX: [phone]
ATTN: WALT HAVENER FUQUAY-VARINA
SANFORD 95 E100 ELECTRICAL UTILI E101 ELECTRICAL UTILI CS001 CONSTRUCTION S PROJECT SITE 'ICAL UTILITY DEMOLITION PLAN
LA1~3CAPE ARCFtlTECT PETER WALKER AND PARTNERS
739 ALLSTON WAY 'ICAL UTILITY NEW WORK PLAN
BERKELEY, CA 94710
PHONE: [phone]
FAX: [phone]
ATTN: SARAH KUEHL RUCTION STAGING PLAN
~P STANFORD WHITE ASSOCIATES PROJECT LOCATION
PO BOX 19944
RALEIGH, NC 27619 NOT TO SCALE NOT TO SCALE
PHONE: [phone]
FAX: [phone]
ATiN: KEN WEHNER
REVISIONS
SURVEYOR. CH ENGINEERING
4601 LAKE BOONE TR.,
SUITE 1
RALEIGH, NC 27607
PHONE: [phone]
ATTN: STEVE MOORE
1 10/25/06 PER SCO CO :R SCO COMMENTS AND SITE PLAN CHANGES JCA
N0. DATE DESCRIPTION SCRIPTION BY
This document, together with t presented herein, as an instrume only for the specific purpose an :they with the concepts and designs
an instrument of services, is intended C ° j®•,purpose and client for which it was
prepared. Reuse of and improper ind improper reliance on this document o
without written authorization and rization and adaptation by Kimley-Horn L
and Associates, Inc. shall be with and Associates, Inc. shall be without liability to Kimley-Horn 1 51.
°o C4' ®I} rL` °°O~~ 10®
GC>,T R L g
,BdSdi14411i694
Copyright Kimley-Horn and Associ DATE: i and Associates, Inc., 2006 SEAL.
JOB NUMBER:
SEPTEMBER IBER 11 2006 1012476004

No No Issue Date
01 01 Construction Documents - Package 1 1 Sept 2006
02 02 Per SCO Comments And Site Plan Changes 25 Oct 2006
TORM DRAINA E
ENERAL NOTE THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS SHOWN, INCLUDING THE
1. WORK IN THIS PROJECT SHALL CONFORM TO THESE PLANS, THE LATEST EDITIONS OF THE NORTH HORIZONTAL AND VERTICAL LOCATION OF CURB INLETS AND GRATE INLETS AND ALL UTILITIES
CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) ROAD AND BRIDGE SPECIFICATIONS, THE CROSSING THE STORM SEWER.
NCDOT ROAD AND BRIDGE STANDARDS, THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL 2. THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES
HANDBOOK, THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL REGULATIONS, THE CITY OF NECESSARY FOR COMPLETE INSTALLATION OF THE STORM SEWER.
RALEIGH DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS, THE FINAL GEOTECHNICAL REPORT, AND GENERAL DESIGN STANDARDS. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE
STANDARDS, SPECIFICATIONS, OR PLANS, THE MOST STRINGENT SHALL GOVERN UNLESS 3. ALL RCP STORM SEWER MAINS AND LATERALS SHALL BE MINIMUM CLASS III REINFORCED
OTHERWISE NOTED IN THESE PLANS. ALL WATER AND SANITARY SEWER SHALL BE CONSTRUCTED CONCRETE PIPE.
AND TESTED TO CONFORM TO STATE OF NORTH CAROLINA STATE BOARD OF HEALTH 4. ALL PVC PIPE USED IN DRAINAGE SYSTEM SHALL BE MINIMUM SCHEDULE 40 OR APPROVED
WATERWORKS AND/OR SEWAGE REGULATIONS AND THE CITY OF RALEIGH DESIGN AND EQUAL.
CONSTRUCTION STANDARDS AND SPECIFICATIONS. 5. ALL DIP USED IN DRAINAGE SYSTEM SHALL BE MINIMUM CLASS 50.
2. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL JOBSITE SAFETY, INCLUDING BUT NOT
LIMITED TO TRENCH SAFETY, DURING ALL PHASES OF CONSTRUCTION. 6. ALL PVC TO RCP CONNECTIONS SHALL BE CONSTRUCTED WITH CONCRETE COLLARS. L I eg Legend Notes
7. ALL HDPE SHALL BE TYPE "S".
3. THE LOCATION AND SIZE OF EXISTING UTILITIES AS SHOWN IS APPROXIMATE ONLY. THE
CONTRACTOR IS RESPONSIBLE FOR HORIZONTALLY AND VERTICALLY LOCATING AND PROTECTING ALL PUBLIC OR PRIVATE UTILITIES (SHOWN OR NOT SHOWN) WHICH LIE IN OR ADJACENT TO THE 8. THE LOCATIONS OF STORM SEWER STRUCTURES SHOWN ON THESE PLANS (AND PROVIDED IN
CONSTRUCTION SITE. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR ASSOCIATED CADD FILES) ARE APPROXIMATE. THE CONTRACTOR SHALL STAKE ALL CURB INLET
CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE NORTH CAROLINA ONE-CALL STRUCTURES SUCH THAT INLET TOPS ALIGN HORIZONTALLY WITH PROPOSED CURB LOCATIONS
UTILITIES LOCATION SERVICE (ULOCO) AT 1-800-632-4949 FOR PROPER IDENTIFICATION OF (PER DETAIL, IF PROVIDED). WHERE PROPOSED STORM SEWER PIPING TIE TO EXISTING STRUCTURES, PIPES, SWALES, ETC., THE CONTRACTOR SHALL FIELD ADJUST PROPOSED STORM
EXISTING UTILITIES WITHIN THE SITE. SEWERS TO MATCH THE LOCATIONS OF THESE EXISTING FEATURES.
4. TRAFFIC CONTROL WITHIN ALL VEHICULAR AREAS IS THE RESPONSIBILITY OF THE CONTRACTOR
AND SHALL BE IN CONFORMANCE WITH THE "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES,°
AND AS FURTHER DIRECTED BY NCMA STAFF.
5. ALL MANUFACTURERS' PRODUCTS SPECIFIED IN THESE PLANS OR USED AS APPROVED ALTERNATES SHALL BE INSTALLED PER THE MANUFACTURERS' SPECIFICATIONS.
6. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS AND SITE CONDITIONS
OR ANY INCONSISTENCIES OR AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS SHALL BE
IMMEDIATELY REPORTED TO THE ENGINEER, IN WRITING, WHO SHALL PROMPTLY ADDRESS SUCH
INCONSISTENCIES OR AMBIGUITIES. WORK DONE BY THE CONTRACTOR AFTER HIS DISCOVERY OF SUCH DISCREPANCIES, INCONSISTENCIES, OR AMBIGUITIES SHALL BE DONE AT THE CONTRACTOR'S
RISK.
7. CONSTRUCTION STAKEOUT FOR THIS PROJECT SHALL BE PROVIDED BY THE CONTRACTOR,
USING A DIGITAL (CADD) FILE PROVIDED BY THE ENGINEER. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES FOUND BETWEEN THE DIGITAL FILE AND
THE CRITICAL STAKING DIMENSIONS SHOWN ON THIS PLAN (I.E. PAVEMENT WIDTHS, CURB
RADII, BUILDING SETBACKS, BUILDING FOOTPRINTS, ETC.). ANY MODIFICATIONS MADE BY
OTHERS TO THE DIGITAL FILE PROVIDED BY THE ENGINEER SHALL RENDER IT VOID.
8. CONTRACTOR IS RESPONSIBLE FOR VERIFYING OR OBTAINING ALL REQUIRED PERMITS AND APPROVALS PRIOR TO COMMENCING CONSTRUCTION.
x+ 22 1/2' ELBOW C PLUG EXISTING TELEPHONE MANHOLE
9. THE FRAMES AND COVERS OF ALL EXISTING AND PROPOSED DRAINAGE, SANITARY SEWER, WATER '4 45' ELBOW ® WATER METER EXISTING WATER VALVE
MAIN, GAS, AND WIRE UTILITY STRUCTURES SHALL BE ADJUSTED TO MATCH PROPOSED FINISHED 90' ELBOW BACKFLOW PREVENTER IN FIRE HYDRANT
ELEVATIONS AND SLOPES. CROSS ~ ABOVE-GROUND HOT BOX EXISTING POWER MANHOLE
10. ROADWAYS AND BUILDINGS MUST BE CAPABLE OF SUPPORTING FIRE APPARATUS DURING TEE 400.00 PROPOSED PAVEMENT ELEVATION EXISTING BOLLARD
CONSTRUCTION. ~ X GUTTER FLOWLINE UNLESS ( EXISTING POWER/LIGHT/GUY POLE N GATE VALVE OTHERWISE NOTED)
EXISTING TRANSFORMER ~ CATCH BASIN ~ STANDARD SIGN EXISTING WATER METER/IRRIGATION CONTROL VALVE
11. SITE BOUNDARY AND TOPOGRAPHIC INFORMATION WERE TAKEN FROM MAPS PREPARED BY CH ? GRATE INLET/YARD INLET ~ 0% EXISTING TELEPHONE PEDESTAL
ENGINEERING AND PLANS PREPARED BY EDWARD DURELL STONE AND ASSOCIATES AND HOLLOWAY-REEVES ENTITLED "NORTH CAROLINA MUSEUM OF ART°, DATED OCTOBER 1, 1976. STORM DRAIN JUNCTION BOX FLOW DIRECTION & APPROX. EXISTING UNDERGROUND TELEVISION
® / GRADIENT MANHOLE -UGE-UGE- EXISTING UNDERGROUND ELECTRIC
FLARED END SECTION b? HANDICAP PAVEMENT MARKING ~ EXISTING STORM SEWER MANHOLE
o WHEEL STOP EXISTING SANITARY SEWER MANHOLE HEADWALL EXISTING PROPERTY MONUMENT
EP EDGE OF PAVEMENT -PDE PERMANENT DRAINAGE EASEMENT -TCE TEMPORARY CONSTRUCTION EASEMENT EIP
SW SIDEWALK -CME CONSTRUCTION AND MAINTENANCE EASEMENT -W W- EXISTING WATER/FIRE LINE
TOC TOP OF CURB - W PROPOSED WATER -TFO-7F0- EXISTING UNDERGROUND FIBER OPTIC
HP HIGH POINT - SS PROPOSED SEWER -X X- EXISTING FENCE LINE
EXISTING GAS VALVE LP LOW POINT - G PROPOSED GAS
RADIN m ~ EXISTING GAS METER
TS TOP OF STAIRS PROPOSED STORM DRAIN PIPE EROSION CONTROL STONE S EXISTING SIGN
1. REFER TO EROSION CONTROL PLAN FOR CLEARING LIMITS AND TEMPORARY EROSION CONTROL BS BOTTOM OF STAIRS (RIPRAP APRON, SPILLWAY, SDSD- EXISTING STORM DRAIN PIPING
DEVICES TO BE INSTALLED PRIOR TO COMMENCING CONSTRUCTION. TW TOP OF WALL CONSTR. ENTRANCE, ETC.) SDI EXISTING DROP INLET
2. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY, RELOCATED BW BOTTOM OF WALL GCB EXISTING CATCH BASIN
WHEN AND AS NECESSARY, AND SHALL BE CHECKED AFTER EVERY RAINFALL EVENT. SEEDED NC NORMAL CROWN BLOCK AND GRAVEL -OHE-OHE- EXISTING OVERHEAD ELECTRIC INLET PROTECTION
AREAS SHALL BE CHECKED REGULARLY AND SHALL BE WATERED, FERTILIZED, RESEEDED, AND FIRE HYDRANT SS SS- EXISTING SANITARY SEWER
MULCHED AS NECESSARY TO OBTAIN A DENSE STAND OF GRASS. S SANITARY SEWER MANHOLE SILT FENCE INLET PROTECTION -G G- EXISTING GAS LINE
~ CLEANOUT SURF CE ROW RIGHT-OF-WAY
3. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE, AND AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION. ACCESS LO ATION
IN ADDITION TO THE MEASURES SHOWN IN THESE PLANS, THE CONTRACTOR SHALL USE INTERIM - TPF - TREE PROTECTION FENCE
SILT FENCES, DIVERSION DITCHES, BERMS, OR OTHER METHODS AS REQUIRED TO DIRECT - - SILT FENCE
DRAINAGE AS SHOWN ON THESE PLANS, TO BEST UTILIZE THE EROSION CONTROL DEVICES IN DNERSION DITCH
PLACE, AND TO PREVENT SILT AND CONSTRUCTION DEBRIS FROM FLOWING ONTO ADJACENT PROPERTIES. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL EROSION,
CONSERVATION, AND SILTATION ORDINANCES. CONTRACTOR SHALL REMOVE ALL TEMPORARY ~ LOD ~ LIMITS OF DISTURBANCE
EROSION CONTROL DEVICES UPON COMPLETION OF PERMANENT DRAINAGE FACILITIES AND THE
ESTABLISHMENT OF A STAND OF GRASS OR OTHER GROWTH TO PREVENT EROSION.
4. THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE AND PLACE, COMPACT, AND MOISTURE CONDITION ALL FILL PER THE PROJECT SPECIFICATIONS. THE FILL MATERIAL TO BE USED SHALL
BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT.
5. GRADING CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES FOR ANY REQUIRED
UTILITY ADJUSTMENTS AND/OR RELOCATIONS.
6. ALL MATERIALS USED FOR BACKFILL SHALL BE FREE OF WOOD, ROOTS, ROCKS, BOULDERS, OR
ANY OTHER NON-COMPATIBLE SOIL TYPE MATERIAL. UNSATISFACTORY MATERIALS ALSO INCLUDE
MAN-MADE FILLS AND REFUSE DEBRIS DERIVED FROM ANY SOURCE.
7. ALL DEMOLITION DEBRIS AND OTHER EXCESS MATERIAL SHALL BE HAULED OFF-SITE AS DIRECTED BY THE OWNER AND LEGALLY DISPOSED OF AT THE CONTRACTOR'S EXPENSE UNLESS OTHERWISE
SHOWN ON THESE PLANS.
8. THE TREE PROTECTION FENCE SHALL BE MAINTAINED ON THE SITE UNTIL ALL SITE WORK IS
COMPLETED AND THE FINAL SITE INSPECTION PRIOR TO THE CERTIFICATE OF OCCUPANCY (CO) IS
SCHEDULED. FENCING SHALL BE REMOVED PRIOR TO FINAL SITE INSPECTION FOR THE CO.
9. WHERE FILL IS TO BE PLACED ON EXISTING SLOPES STEEPER THAN 4:1, CONTRACTOR SHALL
EXCAVATE BENCHES WITH A MAXIMUM DEPTH OF 3'.
10. THE CONTRACTOR SHALL COORDINATE WITH THE PROJECT GEOTECHNICAL DESIGNER, AND
INSTALL THE RECOMMENDED SLOPE STABILIZATION PRODUCT AT NO ADDITIONAL COST FOR APPROPRIATE SLOPE STABILIZATION ON ALL SLOPES STEEPER THAN 3:1.
11. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR BLASTING ROCK IF BLAST ROCK IS
ENCOUNTERED. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALL BLASTING
AND SAFETY REQUIREMENTS.
WATER AND ANITARY EWER
1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS SET FORTH BY THE
CITY OF RALEIGH STANDARDS AND SPECIFICATIONS.
2. IN THE EVENT THAT A UTILITY ITEM IS NOT COVERED BY THESE PLANS, THEN THE STANDARDS AND SPECIFICATIONS CONTAINED IN THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT
HANDBOOK COVERING SUCH ITEMS SHALL APPLY.
3. WATER SERVICES 3/4-INCH TO 2-INCH SHALL BE TYPE "K" SOFT COPPER. ALL OTHER WATER °°°j4vtiaar9aar ~
MAINS, SERVICES, AND FITTINGS SHALL BE CEMENT-LINED DUCTILE IRON PIPE PER CITY OF RALEIGH STANDARDS AND SPECIFICATIONS. °®°0$ c 41 a oo n
ud spBm
4. GRAVITY SANITARY SEWER SERVICES SHALL BE SCHEDULE 40 PVC PIPE OR CLASS 50 DUCTILE
IRON PIPE, AS SPECIFIED IN THESE PLANS AND CITY OF RALEIGH STANDARDS AND m ® Q r 1 51 °
SPECIFICATIONS. P
5. CLEANOUT SYMBOLS SHOWN ON THESE PLANS REPRESENT LOCATION OF SURFACE ACCESS POINT. ®a' rC aao peas®O`~~~ q®a
CONTRACTOR SHALL LOCATE WYE APPROPRIATELY BASED ON PIPE DEPTH. GG,~ R ~~**ll d
®9~SB4?~84SSSS8~0
6. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS.
MANHOLE DIAMETER SHALL VARY DEPENDING ON PIPE DIAMETER AND DEPTH, PER CITY OF
RALEIGH STANDARDS.
7. LOCATIONS AND SIZES OF EXISTING UTILITIES SHOWN ON THESE PLANS WERE TAKEN FROM MAPS
PREPARED BY CH ENGINEERING AND AND PLANS PREPARED BY EDWARD DURELL STONE AND
ASSOCIATES AND HOLLOWAY-REEVES ENTITLED "NORTH CAROLINA MUSEUM OF ART", DATED
OCTOBER 1, 1976. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD LOCATING ALL UTILITIES AND FOR DAMAGES RESULTING FROM FAILURE TO DO S0.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING RECORD DRAWINGS TO THE ENGINEER
SHOWING THE LOCATION OF WATER AND SEWER SERVICES AND ANY DEVIATIONS FROM PLANS
MADE DURING CONSTRUCTION. THE ENGINEER WILL PROVIDE THESE RECORD DRAWINGS TO THE
OWNER.
9. WATER MAINS SHALL HAVE A MINIMUM COVER OF 36" BELOW PROPOSED GRADE.
10. ALL UNDERGROUND UTILITIES AND FIRE HYDRANTS MUST BE FUNCTIONALLY APPROVED PRIOR TO
STRUCTURAL CONSTRUCTION.
Thomas Phifer and Partners P r Brinkl + L Kiml H rn n A i ea ce a Cease ee L + H v n r PA e o a d ssoc ates
a as a e e PeterWalker and Partners Stanfor~ Y pp Y Stanford White Associates North Carolina Museum of Art Legend And General Notes N.T.S
New York Ralei h Durham Ralei h Berkele Ralei h 9 g Y 9 Raleigh Raleigh, North Carolina 1 Sept 2006
212 337 0334 919 836 9751 919 419 1199 919 677 2000 510 849 9494 919 83~ 919 832 8118 SCO Project No. 040620101 cl 0 1

~ e
~ ~ ~P ~ ~ No _ . No Issue Date
~ - y . _ _ 01 01 Construction Documents - Package 1 1 Sept 2006
- . W _ - _ _ # } 02 Per SCO Comments And Site Plan Changes 25 Oct 2006
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1. ALL EXISTING TOPOGRAPHIC INFORMATION SHOWN ON THIS SHEET
WAS TAKEN FROM MAPS PREPARED BY CH ENGINEERING, PLANS PREPARED BY EDWARD DURELL STONE AND ASSOCIATES AND
~ ~ f o ~ _,w t ~ ~ ~ ' H HOLLOWAY REEVES ENTITLED "NORTH CAROLINA MUSEUM OF ART", b
~ ~ ~ r D t t ~ w DATED OCTOBER 1, 1976, AND PLANS PREPARED BY SMITH-MILLER
r l / ~~t' 4 ~ A f ~ & HAWKINSON ARCHITECTS ENTITLED "NORTH CAROLINA MUSEUM OF ART AMPHITHEATER,"DATED MARCH 22, 1994.
~ 4 ~ t ~
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Thomas Phifer and Partners P r Brinkl + L Kimle Horn and Associates ~ ea ce a Cease ee La as + Havener PA North Carolina Museum of Art Existin Conditions Plan 1 "=40'
Peter Walker and Partners Stanfor Y pp ~ Y Stanford White Associates 9
New York Ralei h Durham Ralei h Berkele Ralei h 9 g y 9 1 Set 2006 Ralei h Ralei h North Carolina P 9 9
212 337 0334 919 836 9751 919 419 1199 919 677 2000 510 849 9494 919 832 919 832 8118 SCO Pro~ect No. 040620101 Cl 02
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~ ~ ~ No No Issue Date
EIP w
01 Construction Documents - Package 1 1 Sept 2006
02 Per SCO Comments And Site Plan Changes 25 Oct 2006
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~ ~ E~(ISTING ~MATERLj~JE TO 'BE ~ ° _ - ~.u ~ ~ , ~ ~ ~
7 ~ ~ A ANDONr_D IN PLACE IN - u ~ ~
s F ~ ? ODED AREAS. ~ ~ - - _ EXISTING CTORMI ~ ~ ~ s' ' ~ ~ RAINS TO E~€ ~ ~ ~ ~
``4 ~ ' , ~ ~ r` REMOVED WHERE ~ ~ ~ ~ ~ ~ ~iEi.E f ~ ~ ~ Le e Legend Notes
`"`LL,~~,y W i ~ gib, 4. ~ m ~ ~ ~ .+'y J~ ~ J. e.
~ [ _
~ 1. ALL EXISTING TOPOGRAPHIC INFORMATION SHOWN ON THIS SHEET WAS TAKEN FROM MAPS PREPARED BY CH
ENGINEERING, PLANS PREPARED BY EDWARD DURELL
, ~ \ / t STONE & ASSOCIATES AND HOLLOWAY REEVES ENTITLED "NORTH CAROLINA MUSEUM OF ART", DATED OCTOBER 1,
~ 3~ 4 1 t ` ~ ~ f ~ - / `t _ 1976, AND PLANS PREPARED BY SMITH-MILLER &
m..~ t , ° 1 HAWKINSON ARCHITECTS ENTITLED "NORTH CAROLINA
4., s EXITING GAS MAIN~TO BE EXISTING TELEr~'HONE COND TO m. ~ , ~ ( i REMOVED WHERE HA HED. BE REMOVED WHERE HATCH ~ `A ~ ~ ~ ~ ~ ~ MUSEUM OF ART AMPHITHEATER,"DATED MARCH 22, 1994.
~ ~ ~ (COORDINATE WITH ELECTRICAL , ~ ~ ~ ` ~ ~ ~ ~ ~ € Y` 1 t ~ EXIST " ° 2. , ~ ~XiSTNG 4" LOh!E°TIC ~ ~ d 2. ALL UTILITIES ARE TO REMAIN UNDISTURBED, IN SERVICE,
~ ~ SH TS BY OTHERS ~ ~ I ~ ~ ~ _ , ~ ~ i ~ r` r ~ METEI METER ASSEh!B~Y TG BE ~ ~ AND PROTECTED DURING ALL PHASES OF CONSTRUCTION UNLESS OTHERWISE NOTED.
1 , ~ F ~ ~ i ~ PTO Cf k~LCC,STEO. CONIRACTOk f~ ~ , TO COOR~IN~1F iVITH CITY ~ [ ~ _
DBE t ' r i r r r r , , r r r i f i ti ~ ~-n'-rr ; ~'f; ~ i BO~L7$RDS T ; ~r ~ ( OFe R1 I Sri r Or RALE;GFi P!161JC EXISTING FDC, a ~ ~ ~ 3• 3. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER ANY UNFORESEEN OR ADVERSE CONDITIONS
~~r r r.,U r' ' itrr~rr; r ;7rV~trr/ i; r „r , r ~ r r ~ ,L,'frr " i~r MOVED AT CATCH ;f ~ [ ~ ' ~ j ~ ~ rf~>LOr,rr rrfr~ rt.. i:r~ UTIL~T r r r r r _~;rL'1.f r~i f ~f i r 7 r ~ r ~r f iti / <; r, r BA'SiN;~YP_ r F F F rr,r/ / r[7r7rr r ~rrr,~!rr , ~~7lr , 1! ! t ~ T ~ PIV, BFP TO s ~ I UTILITIES L`EP . I BE RE OVED. ~ ~ j DISCOVERED DURING DEMOLITION OPERATIONS.
rrr rr '-'~frl'r ;T~~rfr ,7r fr r r J~, s~ f ' , t ; ~ 'a ~rr~rfifi i~r~'~%I i~iYiti tir r. fr ~i,•.r, ~'af j v~~ ? ~ ''r r ' '~'Y,li r , ~ ~ ,i I ~ v ~ ` -M. ~ i f s 4. ALL EXISTING CATCH BASINS AND DROP INLETS MARKED
4. , I ~ ~ ; FOR DEMOLITION SHALL BE PROTECTED WITH INLET
j ~ 1 i ' 0. v_.~ PROTECTION UNTIL REMOVAL.
' r ~ ~EX~STII~G W RLINE'TO, E3E ~ - ~ ` ~ PLUG EXISTING ~ I 5. I € 5. CONTRACTOR SHALL COORDINATE ALL UTILITY SERVICE
- - _ ~ ~ REMOVE ERA HATOHED: - ~ ~~CfSTf`NG~H, ~gE°~(IST!NG~HYDRANT ~ ~ / MANHOLE I L 1 ~ -T~1 OvEU. ,w, ~ I INTERRUPTIONS WITH MUSEUM STAFF AND LOCAL SERVICE
r.~ rrr ~ ~frr rr~t7r fifrr~ ~ ~ _ u ® r 4~ 'gal PROVIDERS.
i - mm` ; , ~ J~, ~ ~ / FEXISTING HYDRA"!T ~ ~ 6 , _ _ 6. SEE UTILITY PLAN FOR ALL SERVICE RELOCATIONS.
~a I, . ~ ; ~ ~ ~kk, ~ TO BE RELOCATED 7. SEE PLANS BY OTHERS FOR ELECTRICAL AND SITE
~1 ~X. ,I. I ~ I I / DEMOLITION.
~ ~ ~ ~ 1 ~ I ~X i' ~ 8. I ~i, 8. NO PART OF THE PROJECT SITE LIES IN THE 100-YEAR
~ ~ ( EXISTING ATERLINE TO BE ~ ~X~, ~ ~ I FLOODPLAIN AS MAPPED BY FEMA OR AS DEFINED BY
REMOVED HERE HATCHED,TYP. w~ ~ ~ } i t ( ; ~ yr, , ANY FEDERAL, STATE, OR LOCAL AUTHORITY. f
~ , - ~ I ~ _ ~ ~ i
l "i'~C . ~ .C 1 f ~ '~t~ ` ~ ~ ~ ~ 1
t t ~ Flo ~ F.X!STtNG IRRIGATION J~ ~l~ ` 4 1
t i BFP TO BE ( ~ h I BFP TO BE RELOCATED. ~ 4~t , ~ ~ i ~ ~ : ~ ~ i i i i ~ i i iii i~ i i~ i u i t~; ; c. 1~'1~~-%tl 1.~_ttt.tLi iii ~ ` ~ > 1 , ~ i~~i i ~ ' iii iii iii ni iii viii i~; iii iii~;r iir iii r., ~~r ~~i iii ~u t r~ {
_ ` f,, ~ i /~i iii iii ; DEMOLITION LEGEND
~ ~ - . EXISTING WA RLINE. 1NG WA RL-!NE TO ,~k ~ + ~ ~ ~ . . , ~ . ~ 1 \ j t j~ o EIu~.OVE~ WHERE ~ ,
I ~ ~ ~ _ _ _ ~ BE REM.OVE'O WHERE- . ~ - -r HA CHED, TYP. ~ , ~ DIED, TYP. ~i i, T
. s j / , i - - ~ ,r ~ - _ , 1 i t1 ~a , i ~'~c X EXISTING STRUCTURE TO BE REMOVED
~ ~ ~ - , ~ 4 t"µ ~ 9; - 'y t ~ ter.
~ - iii,' ~ ~ ~ , / EXISTING UTILITY PIPING TO BE REMOVED/ABANDONED
i i s ~ i ~v~ ~ ~ ~ ~ I ~ ~ i
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~ ~ - ~ PIPING 4ND STl 4 's J- \ IPIN~ 4ND STR CTUkES t , " ' r
~ ~ - ti H TCHED, BE kt~. OVED HER_ _ ~ ~ , H TCHED, ~ ~ t
,r" ~ ; y, ,d r ~..nr ~ ~ I ~
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l ~ ~ WATER SERVICE TO 1 t ~ ~ ~ ~ BE REMOVED, SEE ; ~
- ~ o j ~ ~ - t r / ~ ~ ~ ~ ~ - `~g~ UTILITY PLAN FOR ~ `t , ~ , 'n~ ~ ~ RELOCATION. ~ J
~ ~ 1 'n. EXISTING FIRE LINE 1 ~ I ` f~~ry
~ ~ , TO BE REMOVED. SEE 1 _ ~ ~ t,
1 u ~ ~ V'-;.• UTILITY PLAN FOR ~ ~ ~ ,~~h~ A + RELOCATION. ~ ~
~ ` ~ ~ ~ r ~ }rr ' , ~Y 4
4 ~ ~ ~XI~iI~G DIP AND EXISTING WA RLI E fi STORM DRAIN PIPING AND !
SANITARY SEWER ~ ~ ~ ~ MANHOLE TO E`er BE REMO D E E ~ ~ STRUCTURES TO BE REMOVED I I /
~ t ~ HATC~ED, TYPa i REMOVED. ~ ~ WHERE HATCHED, TYP. / / ~
*SEE UTILITY PLAN FOR J
~ EXISTING HYDRANT EXISTING _ RELOCATION OF ROOF / DRAINS AND WATER ~ ~ HYDRANT TO B
1Y ~ ~ RELOCATE ~ r ~ ~v RELOCATED. SERVICES IN FRONT
~ ~ ~ ENTRY AREA ,
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SECTION OF STORM 1 R ~ } \ ~ tt t { 1 f } i ' } ,I t t j t I ,d t Ff
} , ( ~ DRAIN PIPE UNDER ( j i i ~ 1 , f t ~r
~ ' ~ GREENWAY TO AVOID ~ { ; EXISTING DI ANDf 18 GREENWAY ~ ~ ~ ~ ~ ~ ~ t i ~ ; f l t'
~ RCP TO REMAIN£ DISTURBANCE 1 ~ ~ q 14~ ! I j t / , f Ff jt
f - ~ 1 ~ k : ~ ~ 3 s ~ ~ ~ .t t . ~ J f r
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Thomas Phifer and Partners P r Brinkl + L Kiml H rn n A i ea ce a Cease ee L + H v n r PA e o a d ssoc ates a as a e e Peter Walker and Partners Stanforc Y pp Y Y North Carolina Museum of Art Stanford White Associates
New York Ralei h Durham Ralei h Berkele Ralei h 1 Set 2006 P Ralei h Ralei h North Carolina g g.
g 9 Y 9 Cl 03
212 337 0334 919 836 9751 919 4191199 919 677 2000 510 849 9494 919 832 919 832 8118 SCO Pro~ect No. 040620101 J

( No
_ No Issue Date
EIP _ ° ~ 1 01 Construction Documents - Package 1 1 Sept 2006
_ w I 02 Per SCO Comments And Site Plan Changes 25 Oct 2006
9 u
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~ ~ ~ ~ h ~ ~ ~ Le( JB 18 l ~ ~ ` g Legend Notes
~ ~ °~62- r ~ ~ r-JB `FOR ~t1TU~ IN { 463 ~ °Ty~,. _ _ OF. G ~ AN ROOF
i ~ u , } ~ JB-10 - ~ ` _ t' DRAINS. ~C ORDINATE ,ATE ~ ~ ~ '4, 1. AL 1. ALL EXISTING TOPOGRAPHIC INFORMATION SHOWN ON THIS SHEET
;r r ~ y _ _ -~1. ~ , ~ f ,d~MSTAC`7=ATION WITH ANY € ~ m 1 ° ~ ' FUT E-SITE TH ANY JB-17 ~ _ ~ ~ ~ WA k WAS TAKEN FROM MAPS PREPARED BY CH ENGINEERING, PLANS
~ ~ ~ ~ _ _ r' -~C6N5IRUCtTION Ml dHl j ~ ~ J THIS ~ t t ~ ° ° HO PREPARED BY EDWARD DURELL STONE & ASSOCIATES AND HOLLOWAY REEVES ENTITLED "NORTH CAROLINA MUSEUM OF ART",
~ ~ ~ ~ DATED OCTOBER 1, 1976, AND PLANS PREPARED BY SMITH-MILLER
CB-8 ~ ~ - _ _ 't 464 ° m.. ~ ~ ~ ~ r ~ t 1F V , & & HAWKINSON ARCHITECTS ENTITLED "NORTH CAROLINA MUSEUM OF
3 ~ ti f i ~ q q ART AMPHITHEATER," DATED MARCH 22, 1994.
r r ~ ~ 1 , a ~ 1 • 2. ALL TRAFFIC BEARING GRATES AND STRUCTURES TO BE H-20
} ~ ~ ~ ~ j` ~ ~ RATED.
R t~ I r 1{ t ! ~ ~ s ~ ~ ~ ~ ~ 3. SE 3. SEE GENERAL NOTES SHEET FOR ADDITIONAL GRADING AND
t ! f J ~ 1 } ~ ~ 4 DRAINAGE NOTES.
~ ~ ~ , ~ ~ 455 _ _ _ ~ 459.9 ° =,f f~ 4 9.9 r ~459:~9 f, , { ~ ~ r` 1 ~ i j" ~ 459.9 ~ ~ ~ ~ 4. AL " 4. ALL HDPE STORM DRAINAGE PIPE SHALL BE SMOOTH WALLED
I _ , ~ ~ ~ ~ INl INTERIOR.
AS w k m~ - - - T j r £ j a ~ y` i t i ^.n d R 1, 4g 6 m~ . _ ~ b,. ~ j" r' 'I z r' ~ t r r s ? t ~ ~ F I ~ ~ 5. SEE STORM DRAINAGE DETAILS SHEET FOR STORM SEWER DESIGN
1 ~ f i ~ r ~ 5. SE r DATA.
v i l 6. ALL IMPACTS TO THE AMPHITHEATER AREA SHALL BE REPAIRED BY
r j t I ~ APRIL 7, 2007 IN TIME FOR SCHEDULED OUTDOOR EVENTS.
7. NO PART OF THE PROJECT SITE LIES IN THE 100-YEAR FLOODPLAIN
,.4 ~ -M-_,. ~ ~ AS MAPPED BY FEMA OR AS DEFINED BY ANY FEDERAL, STATE, OR
a-- i ~ I ~ ~ _ e - -,w 4 ~ ~ JB-20 8. PR LOCAL AUTHORITY.
~ I ~ ~ 8. PROPOSED GRADES PROVIDED BY PETER WALKER & PARTNERS.
~ ~ ? 459.9 - - 1 ~ I ~ ~ • M ~
? ~ , s t ~ ~ / I
i < < 7 I r _ n f ~ ~ I I I ~ ,,u i
~ ' CB-5 r ' I ~ 4 ~
t ~ e I ~ / ~ FOU1Vl~ATION { ` i
~ DRAIN
1 I I ~ ~ ~ ~ ~ ~ , { s i s 459.9 / . ~ ~ ~
466 ~ a ~ I ` ' / J I ~ ! r', I
I FUT LER~Y I - _
xt I ~ FFE 60.0 ~ f I ~ I ~ ~I CONS UCT MAN~IOLE ~ ~
~ ~ l~~ ~ ~ ~ I I I ON E ISTING PI~'E ~ ~ ~ 1 f ~ ~ , I APP OX. INV-47.62 -
~ I~ I ~ ~ ~ ~ L~ ~ ; ~ I o f
! F I x C I ~ ~ f ~ k ~ Fj ~ 1 s ~ f \ ~ 1 1 - t ;
I _ ~ I ~ ~ ~ f ~ ~ ~ ~ FUTURE SERVICE I I FOUNDATION, DRAIN - '
? DOCK f f f - ~ ' ? I I INV=4401 J ` ~ ~ ~
r' l ~ ~ ~ ~ I i ~ ~ ? I t
I ~5 . 459.9" 459.9 ~ I "459. ~ 459.9 I ° f I ? ~ i ! ~ t 459.9 f { ~ 459 ~ ,4 ? ? t ? ? ~ I I €
~ ~ ~ ~ ~ I ~ ~ ~ , , ? + ? ? ~ l
1 I ? ? I ? ft ~ j t ? ? ? I I f ~ I F) TUBE LINK # ? ~ t
467 s~ ~ ~ ~ ~e ~ ~ + t ~ ~ ~ , r TI~NNEL ? ? ~ (aa3.7~] 1 t
~ ~ ~ ~ ~ ~ ~ ~ d' s 5 ? ~ 1 x
~ \ ~ ~ ? I +458.91 )
`1 l j 3 ~0-2P t 458.55 ? - - - - - - ~ I Emergency ! ' e
~ 1 Egress ; _ ~ ~ ~ I , ~ ~
~ +458.91 (458.39) (458.98) ` f F School Kid 1 ~ € ,t
d ~ 1 o 459 ° , ~ ~ 1 ~ ~ ~ \ ~ ~ 458.37 (458.37) ~ 1 i ( ) Entrance ; . I F
~ ~ (458.54) ) r
~ ~ ~ 468 ~ / ~ { } ~ ~ t ° ~ ` ~ ~ ~ ' ~ r
_ "ti ,t TIE EXISTING ROOF DRAINS i ? ~ - ~ ~ TO PROPOSED STORM F / ~ i
(458.57) DRAINAGE SYSTEM NEAR ~ ' 8.46 FRONT ENTRY. CONTRACTOR ~ ? STORM SEWER DATA TABLE FA TABLE
IY ~ SHALL MATCH EXISTING i
~ MATERIAL AND SIZE FOR I ' UPSTREAM UPS (458'78) EACH DRAIN. ; ( UPSTREAM
4 1Y 4&9--F ~ l f ~ g`~ ~ ~ ~ i ~ ~ ~ ~ +458.91 ~ UPSTREAM DOWNSTREAM RIM/GRATE UPSTREAM DOWNSTREAM PIPE ZEAM PIPE OUT
~ ~ i ~ _ ~ ~ 1 t ~ ~ ~ ~ ~ ~ Main _ NODE NODE ELEVATION (Fl j INVERT (Fl j INVERT (Fl j LEND (FT) LENGTH (FT) SECTION SIZE (IN) SLOPE % MATERIAL
~ 458 ~ ~ 1 ~ C0~~3 Entrance (45a.57) - EX DI CB-1 471.08 464.93 463.78 1 g 115 24 1.00 Concrete
ham,~// r' ~ ~ ~ ~ ~ ~ 1 ? j mw ~ - - r
t , „q ~ ~ CB 1 CB 3 474.50 463.66 461.24 4 241 24 1.00 Concrete
~ 40 ' 1 r ~ ~ t ~ ; CB-2 CB-3 468.77 461.52 461.24 ,F 4 28 15 1.00 Concrete
CB-3 JB-4 468.76 461.14 459.65 1 r 5 149 24 1.00 Concrete
~ t ~ J~ ~FO~ FUTUR • T~ ~ ~ t A ~ ~ T1E I OF G EN JB~ CB-6 466.52 459.55 458.68 g 87 24 1.00 Concrete
1 ~ ~ , ~ ~ ; ' ANi) ROOF DRAINS I ~ ~ , (457.69) p CB-5 CB-6 465.50 458.96 458.68 g 28 15 1.00 Concrete
~ t ~ 471 ' ~ ; ~ t l i
1 ~ A ~ ~ ~ JB-~5 CB-6 JB-7 465.50 458.58 457.90 ~ CO-24 3 68 24 1.00 Concrete
~ ~ 4591 l ~ ~ .r S [ 0 JB-7 CB-9 466.00 457.80 456.95 5 85 24 1.00 Concrete
~ ? 460 `l , i , f ~ CB-8 CB-9 464.12 457.13 456.85 5 28 15 1.00 Concrete
a 0 461 t w ' i / ~ CB-9 JB-10 464.12 456.85 455.96 5 89 24 1.00 Concrete
472 462 s ~ ~ ~ JB-10 CB-11 462.97 455.86 454.83 1 3 103 24 1.00 Concrete
i 463 ~ ~ ~ w-.. 1 t ~ i 4 1 1 ~ 464 3 - ~ t ~ ; JB 26 B-zs CB-11 CB-12 461.50 454.73 453.67 1
t' 465 ~ } 7 106 30 1.00 Concrete
~ ~ 466 r ~ ~ ~ ~ ° 913x' _ 467 , CB-12 JB-13 460.00 453.57 452.78 g 79 30 1.00 Concrete
- ° - ~ JB-13 CB-15 458.95 452.68 452.15 t 5 53 30 1.00 Concrete
° 4 9., ' CB-14 CB-15 458.28 452.42 452.15 5 27 15 1.00 Concrete
~ ~ 470 ~ r ~ ~ ~ ~ - ~ ~ 4 ~ ~ CB-15 JB-16 458.29 452.05 451.30 3 75 30 1.00 Concrete
~ ~ `°~a 471 ~ ~ j ~ ~ JB-16 JB-18 458.30 451.20 448.83
1 ~ ~ wao ~ ~ 472---__.--_ ~ ~ ' , r ~ 'i 474 ° ~ ~ i } ! ~ 3 95 30 2.50 Concrete
, * ~ f a ~ JB-17 JB-18 457.05 448.95 448.83 ¢ r 3 12 30 1.00 Concrete
~ 1 1 , ~ ~ , ~ ~ ~ ~ ~ ° JB-18 JB-19 457.02 448.73 443.26 ~ ~ 5 219 36 2.50 Concrete
i~ i ; ~ ~ ~ JB-19 JB-20 455.30 443.16 439.59 1 g 143 36 2.50 Concrete
f; ,,„,o CB-1 ~ 4 4~ ~ JB-20 JB-21 451.40 439.49 437.62 ~ 2 64 36 2.92 Concrete
l f t
~ ~ JB-21 EX 445.10 437.16 EX I l EX EX EX EX
~ ~ ; ! ~ TIE TO/EXISTING f ~ ~ ° ~ UCTURE 4` CO-22 CO-23 459.00 454.45 453.32 1 2 117 10 0.97 PVC
f ~ ~ ~ t INV T: 464.93 M ~ CO-23 CO-24 458.50 453.22 451.99 D 93 10 1.32 PVC
( ~ ~ ! t ~ l.U-L4 JtS-LO 4~y.0U 401.tSy 40"I.LtJ 3 00 1u I.U`. rvu
r f i , ~ ~ ~ ~ ~ ~ ~ i I ~ JB-25 JB-26 459.10 449.59 447.91 1 48 30 3.50 HDPE
JB-26 JB-27 458.00 447.81 444.59 ' D 92 30 3.50 HDPE
r ~ ~ ~
F { ~ CON ACTOR SHALL RE~'LACE ~ ~ JB-27 JB-28 456.25 444.49 441.31 ' 1 91 30 3.50 HDPE
j ALL ECTIONS OF SIDEWALK I ~ DAMAGED DURING STORM ~ r' ~ JB-28 JB-29 452.00 441.21 437.64 1 1 a. 4 102 30 3.50 HDPE
DRA~IVAGECONSTRUC110N _ JB 28 ~ ~j JB-29 JB-30 447.20 437.54 433.62 1 ~ ~ 2 112 30 3.50 HDPE
' CONTRACTOR~O VERIFY i JB-30 JB-31 442.00 433.52 428.96 1 3 114 30 4.00 HDPE
~ WATERLINE`'LQCATION AND ..........m _ ~ ! i ~ JB-31 FES-32 435.46 428.86 426.00 1 3 147 30 1.95 HDPE
~ ~ ~ DEPTH PRIORS TO STORM DRAINAGE IN5~TALLATION r a`` ~ ~ i
~ NOTIFY ENGINEER f
IMMEDIATELY OF ANY a ~ - ~ CONFLICTS 1 t j i
~ t ~ 1 ~ ~ E CB -CITY OF RALEIGH STD. CATCH BASIN 1 ~ >
~ 1 ~ ~ ~ > / JB -CITY OF RALEIGH STD. MANHOLE r'
I 1; DI -CITY OF RALEIGH STD. 2~ x 3~ DROP INLET
~ SDCO -STORM DRAIN CLEANOUT
~ FES -FLARED END SECTION
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Thomas Phifer and Partners P r Brinkl + L Kimle Horn and Associates ~ ea ce a Cease ee L + H v n r PA a as a e e Peter Walker and Partners Stanfor North Carolina Museum of Art Mass Gradin and Draina a Plan 1 "=40' Stanford White Associates
Y pp Y 9 9
New York Ralei h Durham Ralei h Berkele Ralei h 9 9 Y 9 1 Set 2006 Ralei h Ralei h North Carolina p 9 9
212 337 0334 919 836 9751 919 419 1199 919 677 2000 510 849 9494 919 832 919 832 8118 SCO Pro~ect No. 040620101
J Cl 04

t` }
No No Issue Date
~ MON 01 01 Construction Documents - Package 1 1 Sept 2006
1 E
~ 02 02 Per SCO Comments And Site Plan Changes 25 Oct 2006
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INSTALL TEMPORARY EROSION - ~
CONTROL BLANKET WHERE o - - , , ,
SLOPE IS GREATER THAN 3:1 quo ~ to ~ ~ ~ ,m - # f
' ~ ~ n ..m. . ,.~.m..._.... A ~ S 1 i
1 t f`
~ ~ f
g'° ~ l l~ 4 ~ }
f
~ ~ r F 4 Z
o I 1 ~ ~ ~ _ ~ LIMN OF ~ ~ t r~ - ~ Len( ~ ~ ~ Legend Notes
o ISTU ANCE, ~TYP. ~ I.o~D ~ r f ~ 1 i ~ q _ _ , ~ ~ ~ ~
~ 1. ALL EXISTING TOPOGRAPHIC INFORMATION SHOWN ON THIS SHEET
~ € ± ~ ~ `v ~ 460-' s ,r , 1 o'~ ~ ~ 1. ALI WAS TAKEN FROM MAPS PREPARED BY CH ENGINEERING, PLANS
J ~ - HO t 4 PREPARED BY EDWARD DURELL STONE & ASSOCIATES AND HOLLOWAY REEVES ENTITLED "NORTH CAROLINA MUSEUM OF ART",
DATED OCTOBER 1, 1976, AND PLANS PREPARED BY SMITH-MILLER &
r w ~1 ~ ~ V t ~ _ HAWKINSON ARCHITECTS ENTITLED "NORTH CAROLINA MUSEUM OF
~ ~ . f ~ ~ ~o AR / 1 ~ ~ ` ~ ~ ART AMPHITHEATER,"DATED MARCH 22, 1994.
I ~ ~o ~ ~ ~ , o ! ~ 463 - .d / ' - ~ ' 2. ALI ' . ~ ~ 't, ~ ' 2. ALL EXISTING CATCH BASINS AND DROP INLETS MARKED FOR
~ ` ~ DEI C ~ DEMOLITION SHALL BE PROTECTED WITH INLET PROTECTION UNTIL REMOVAL.
r' z_ t , COMBI ATION SILT ~ _ - - - .,.w * f `e - ~ _ ; FENCE/TREE P TECTION ~ ~ _ - ~ / _ ~ ~ ~
" FENCE TO BE I STALLED ti ~ w~- f ~ ,r' ti ~ ~ ~ , 3. SEI 3. SEE GENERAL NOTES SHEET FOR ADDITIONAL GRADING, DRAINAGE, AND EROSION CONTROL NOTES.
< ~ ALONG UTILITY ORRIDOR ~ ~ ` " ~ ~ ~ ~ - ~ ~ ~ f ~ '
mm.~ ~ ~ ' ~ ( 464 ` t` t ~ ~ 1 ~ ~ ~ ~ ! 3 - ` o '4 ~ g 4 4. IT ~ ~ ~ _ ~ ~ ~ , 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ALL
` WA WATER LEAVING THE SEDIMENT TRAPS IS TREATED BEFORE BEING PUMPED INTO THE EXISTING SYSTEM.
~ t ~ ~ ~ ~ 5. REI
;3 ~ 5. REFER TO CONSTRUCTION STAGING PLAN AND SITE DEMOLITION PLAN FOR ADDITIONAL EROSION CONTROL MEASURES AND TREE PROTECTION
J "1 \ ~ ~ f ~ - f t ~ ~ j ; , ~ ~ ~i ~ FEI ~ ~ t 4 FENCING.
# ~ t t ~ F 6. NO PART OF THE PROJECT SITE LIES IN THE 100-YEAR FLOODPLAIN
4 5 ' ( \ 459.9 458.'9 r " / r ° ~ ~ ~ 459.9 ~ ~ _ AS AS MAPPED BY FEMA OR AS DEFINED BY ANY FEDERAL, STATE, OR
. LOi f LOCAL AUTHORITY.
~ ~ i I ' ~ ~ F ~
~ ~ i
1 _ - TEMPORARY SEDIMENTTRAP ~2 ; ~ } ` ~ ~ - , TEMPORARY DI R610N ~ ~ I ~ ~ ~ .m , ~ DISTURBED AREA = 19.94 AC
I I r + ~ a ~ ~ DITCH, TYP, - F ~ h50 x75 x3 D EP .AT SPILLWA,~ ELEV. ~ f
d o I ,o u. SA~REQUIRED. 1,11°~SP-- I ~ ; ~ - _ ..r I SA PROVIDED: 1 ,250 SF ! ~ ~ - - _ _ _ *DISTURBED AREA INCLUDES ALL SOIL STOCKPILE AND CONTRACTOR STAGING AREAS WHERE LAND IS TO BE
d . l , f VOL REQUIRED: x;956 CF_...~ ~ , DISTURBED
I 1 ~ 1 L V0L PRODDED: 28,160 CF I 4 I " i ~ 60 ,A' `fOP`~fLEV:: 460A ~ o„ -.W ~ ..W _ - I i ~ L1f) ,rte ~ ii f, LOD f, fay LOi) ~~r
~ ~ ~ ~ - - - - - - - - ~ 1" 30~ SPILLWAY ELE~ $59.0 II ~ ~ _ _ I ~ ~ ~ 71 ~ mm, _ _
~ ~ am ~ ~ ~ 459.9 BOTTOM ELEV.:456.b~. " _ ~o~ ~ ~ BLOCK & GRAVEL ~ ~ ~
t INLET PROTECTION, TYP. ~ I JI I ~ f I n 1 _ S r 1 ~ F' 0 - °Y ~ -
I ~ t I I
r _ f ~m ~
` ,
f ~ ~ i r ! I ~ 1 ~ ~
m 459.9 ~ . ~ s / ~ ~ ~ f' ~,I 'o
r , 466 ~ - - - ~ ' t t' s' ' I~ Air, _ _ _ m ~ `o u ,¦¦~aoi.~.~.a~ao~ ~ 4
~ FUT LE~t~ ~ i - _ I ` SILT~FENCE TO BE INSTALLED ~ - - i ° ~m 4`° ALONE INSIDE OF CONSTRUCTION r ~ _ ~ r
~ I ~ ~ ~ ~ ~ ~ I ~ ~ FE 60.0 ~ t I ~ I FENCE (N FRONT ENTRY AREA SEE l I ~ ~ ° ~
~ ~ ~ , f ~ I ~ ,CONSTRUCTION STAGING PLAN) ' I = '
I} I ~ ( ~ ~ ~ I r
~ ~ ~ ~ ~ ~ {
~ I ~ °ti I ~ ~ ~ j ~ LO) r, tr, LOD ~ LOD ~ i ¦ ~ LOD ~ ~LbD Lu0 I.4D t~}' ~ LOD ~ rr, LOD ~ ?
~ ~ s I I , ~ ; - I ~ ~ ~
I i ~1 : r,r ~OOIr, ~OOIr, rr~Q4lr, r,aolr~ ~JOI~ ~ .~c ~¦00 ~u~l~ ° ? , ,
~ ? / I I ~ ~ ~ # ~
1 ~ ~5 . ~ ' 459.9` 459.9 ~ I `459., 459.9 I ~ 459.9 I ~ 4599 t., ; , ~ ~ ~ ~ 3 I i
s ~ s ~ ~ ~
~ 467 ~ ~ ~ i ~ ~ ~ I O 1 ~ ~ ~ ? ~ l~D .c - I ° f
~ ' 7 ~ ~ ~ t ~ MPO RY SEDIMENT RAP " 11MENT RAP ~ ~ ° I ~ ~ ? 443.75 1 I }
~ ~ ~ ~ ~ ~ ~ ~ 150tx72'x ' DEEPS AT SP LLWA l ~ ~ ; ~ i ~ ~ ~ ~ ~ p I ~ ~ AT SP LWA LEV. t~ ~ ~ s ~ ° o F r`
~ 0 4 f ~ ~ ~ SA QUI ED: 10693 SF ~ ~ SAP VIDED: 10 800 SF 10,693 SF I ' ~ ~ ~ I ' ~ ~ ~ +458.91 i / r 10,800 SF ~ j ~ (458.55 ? _ _ _ _ _ , I Emergency ( o ` b'a
~ ~4 ~ ~ ~ ~ ~ ~ ~ VOL RE UIRE~D: 7,650~CF ~ 7,650~CF ~ ~ - - , - _ , ~ E ress ~ ° ? f
~ ~ ~ ; ~ ~VOL PRO DEDI 26,890 ~F ~ ~ ~ ~ ~ ~ T~P ELEV.. 460:0 26 890 F ~ c - - g ~ ~ ' - ~ 458.98 , i . ~ i:0 ~ ; +458.91 (458.39) ( ) ;
`y ~ ~ , t ~ 1 , ~ 30 ILLWAY ELE1~:459.0 ~ LE1~: 459.0 ~ School Kid i
" ~ ,1 ~ ° 459 ~ ~ ~ ' BOTTO ELE~: 456.0 , ~ - ~ (458.37) I $ ; E56.0 ~ / ~ (458.37) Entrance , ~ ~ ~ ~ _ ~
l ~ ~ ~ t 4 ~ ~ _ 468 ~ ~ ~ ~ ~ t ~ ~ ~ , ~ r 458.54 4 ` ° 3
~ ~ ~ 4, f i } I ~ l'
z,. ~
~ ~ ~ 0 ~ ~ t ~ ~ ,a (458.57) ° ~ ~ I '58.46 CONTRACTOR SHALL PROVIDE (
~ F m r~''J s' ~v, _ _ POSITIVE DRAINAGE AWAY ~ £ ° , 3 ,
. _ ~ t 1 ~ ~ 458.78 FROM FRONT ENTRY AND ~ 7 ~ ~ ' ( ) PEDESTRIAN AREAS AT ALL ~ ( ~ I ~ ~
i ~ ~ ~ ! 1Y Q 459 ~ \ ~ 1 ~ t ~ ~ ~ +458.91 TIMES DURING CONSTRUCTION ~ o ~
S r ~ ~ ~ , ~ ~ ~ ~ ~ Main 0 1 ~ J f~ ~ Entrance ¦ , r`
~ Q ? 458 x....., ~ ?"e ~ V ~ ~ J (458.57) ~ i' / I
~ ~ ' Y
~ ~ C ~ ~ t ~
470 S r ~ 1 ~ _ , t 4 ~ 4 i J F tj~
f~ I ° J t
l 4 t ~ ~ , i .A °
(457.69) I ~ ` ,r 7 1 17 r~ I ~ ~ , ~ f ,d',A J 8 'r"~
~ ~ 471 ` ~ ~ ~ ~ 3 ~ I Oi d
~ ~ s ,
~ ~ ~ 459 ~ ~ ~ ~ 't € 1 t ~ ' 1 ~ tf
460 ~ ~ ~ ° r
461 ~ ~ ~ ,w ~ ~ pe_ 0~- o ! I' ~ o` d r' ~ r w
~ ~ ~ 462 t ~ ~ i ~ 472 , ` k`` I o ~
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465 ~ f ~ f ~ ~
`t 466 ~ ; w~ ~ , J f 1 1 f ~ .iy m 'k~ I ~ 1 !
1 ~ 473'{ ~ 467 ~ ' , I I SILT FENCE; SILT FENCE, ~ _ / 1` 1 , ,t J '
- - ~ ~ _ I ~ t 469...., ~ ~ ! ~ ap'I ~ s V S / 3 ~„k ,r' TYP. ~ { ~ ~ r~
~ ~ ~ - _ 470 ~ ~ , / ~ ~ , ~ l ~ 1 ~ t 1 t r' d ~ goo r' i t { ( r ! ~ 1
1 ~ ~ 471 ~ ° ~ Loo ~ ~ ~ ~ ~ ~ ~ ~ / _ ~ d
~ ~ _ ,,.oo ` 472 Gd o° ~ ~ ~ ~ , z ~ 474 ~ ' # $ ~ ,y~ ~ .Loo . ~ LoD Loo ~ ' ? _ { ~ ~ ; ~ ! ~ x'~
~ ~ y i , ~ f, ' ,
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$ ~ ~ k 1~ ~ v ~OOI~ a00"ice ~w~ ~ `l i ` ~ ~ ~ ! I / ~ j ~ r ~ ~ ~
~ ~ ti (475) ~ ~?~L~~L7 *j i f ' ~ ~ ~ ~ 7 i % r5 ;f t r~
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} ~ ~ ~ i ~ ~ ~ - ~'I ~ } TYPE i r r' r' r' .l / ~ t 1 ! 4 1
~ C ~ ~ j, . 6
' ~ TREE ~ROT~C ON E CE TO ao~ ~ o, i , ~ ` ~ J
'~I ~ ~ ~ 3 I ' : ~ BE PLACED SAL NG U CITY f
~ ~ ( CORRIDOR WkIE E` S`01NN.~ ~ ~ ~ ; I (I CONTRACTOR, S AFL WS>s
~ ;EXTREME CAUTI N'WF~EN= ,
; I WORKING CLOSE TO EIS NG~ l ~
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Thomas Phifer and Partners P r Brinkl + L Kiml H rn n A i ea ce a Cease ee L + H v n r PA e o a d ssoc ates ~ a as a e e Peter Walker and Partners Stanfor North Carolina Museum of Art Erosion Control Plan 1"=40' Stanford White Associates
v pp v
New York Ralei h Durham Ralei h Berkele Ralei h g 9 Y 9 1 Set 2006 Ralei h Ralei h North Carolina p 9 9
212 337 0334 919 836 9751 919 4191199 919 677 2000 510 849 9494 919 832 919 832 8118 SCO Pro~ect No. 040620101 Cl 05
J

F rtg d I / No No Issue Date
, 1
%rt ~ ~ D1 01 Construction Documents - Package 1 1 Sept 2006
N w. q v ~ 1
rtp N EIP 02 - w 02 Per SCO Comments And Site Plan Changes 25 Oct 2006
~ ~ _ y_ I

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I 50 PROPER ~ S X 8 TAP.PI t , JACENT ~ - ` ~ _ _ _ ~ AD - f ' ~
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~ 4, X 8" TAI?PING I ~ \ _ ~ ~ ~ ~ ~ ~ ~ ~ , w.. ~ ~ r f _M ~ \ 'ti ' y \ 'a
SLEEVE & V{1LVE ~ I o ~ ~ ~ ~ ~ ~ RA _ ' .f I ~ ~ TE~I-INS` ~ ~ ~ -
1 ~ ~ ° ~ ~ _ ~ELOCA'f~D GAS ~ ~ ~ f ! ( ~ ~ ~ ~ MAIN. CQNTR,AE-TOR-' "rte ,1'11
t a _....M--.~_---7~ MATCH SIZE , f lr-- '
PLUG EXISTING MAIN I t ~ ~ ~ ' t 1 ~ ~ ~ ~ _ ~ ~,ND MRTERFAI= bF" 111 \ \ 4" ~ `a ~ ~ ~ ~ ~ ~ ~
~ 1 ? ~ `~l ~ ~ ~ ~ i ° ~ ~ .,,Y, EXISTING. , . ~ ~ i 8 ~ RP DETECTOR AS EMBLY WITH ; ~ -4 :,F _ ~
i , I T{~MPER ISWITCH IN A OVE I { ~ / '°fi'', YD`R T
~ I , i GROUNDIENCLQSURE ~ 7° 1 I ~ I ~ ~ . a. ~ '°A~ MBLY WITH - i f ~ ~
` ? 2" CInY OF'RALEIGH 3 G VALVE'°°~,~ w ,~f f / o f ~
~ j i rt # I IRRIGATION DIETER ASSEMBLY 1 " ' _ f f ; f r / I /
4 CITY bF RAL~IGH DOMESTIC i ~ ° \ ~ Le e Legend Notes
' ~ MATER A~SEMBL WITH BYPASS = ~ 1 ~ ~ SAWCUT ASPHALT FOR ~ i ~
2" IRRIGA ~ ON RPM BACKFL W _ ~ _ ~ ~ ~ ~ ~ - ~ ~ WATERLINE AND STORM l t ~ ~ ~
I i ~ PRI=VENTER IN ABdvE GROU D ~ ~ ~ ~ r ~ EN LOSUR~ ( ~ III ~ f 1 d DRAINAGE INSTALLATION ~ ~ ~ ~ 1. ALL ~ ~ ~ , 1. ALL EXISTING TOPOGRAPHIC INFORMATION SHOWN ON THIS
$ ~ ~ f d l ~ ~ ~ } . ~ 8 GATE ~ / d d 1 ~ SHE PLF SHEET WAS TAKEN FROM MAPS PREPARED BY CH ENGINEERING, PLANS PREPARED BY EDWARD DURELL STONE & ASSOCIATES AND
4 DOMES~IC RPZ BACKFLOW ~ - _ VALVE ~w f 1 -1 ~ P EVENTE IN AB GROUN _ _ _ _ ' ~ ~ ~ , ~ o ~ { HOl HOLLOWAY REEVES ENTITLED "NORTH CAROLINA MUSEUM OF
~ ~ -.fi X 8 d 0 \ CLOSUaE TEE _ m ~ - f' w ~ ART", DATED OCTOBER 1, 1976, AND PLANS PREPARED BY
2 RVC IRRIGATION - _ ~ , _ ~ I ~ SMI SMITH-MILLER & HAWKINSON ARCHITECTS ENTITLED "NORTH CAROLINA MUSEUM OF ART AMPHITHEATER ,"DATED MARCH 22,
~ - , ~ ~ SUPPLY LINE, T'IYP. ~ r ~~-,4. ~ / ' d ' 1 , ~ ~ _ 4 DIP DOMESIIC~ r f ti 4~^,, ~ lss 1994.
~ ~ WA RUNE, TYPI ` ~ d ~ 8; DIP FIRELI'E, TYP. ~ d f w.. ~ 4 d t ; ~ I~sf ~ ~ ~ \ V ~ ~ o ~ 2. Loc 2. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. CONTRACTOR
~ c 4° DIP DOMES C ~ ~ d ~ fd f ~ ~ ` ~ d ~ ~ ~ l SHALL BE RESPONSIBLE FOR FIELD VERIFYING EXACT LOCATION,
~ _ ~ ~ ) ~ ? ~ f• , if f ~ ~ WATERLINE, TYPE 8 DIP FIRE~kN~, ~ i ~ 1 ~ ~ _ b °ti ~ ORI ORIENTATION, AND ELEVATION OF EXISTING UTILITIES PRIOR TO
~ EX( , k"`*., 4 ~ ~i \ EXCAVATION.
T1E TO~fXISTING ~ ~ ~ ~ GAS MAINS ~ , ~ f ? r t ~ d d ° ~ ~ ~ , ~ 3. THE ~ I SH( 3. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY
- - , ~ THE SHOULD ANY FIELD CONDITIONS BE ENCOUNTERED THAT VARY FROM THE INFORMATION PROVIDED IN THE CONTRACT DOCUMENTS.
~ _ `t-~-`~` I r ~ ~ ~ ~ 4. EXI.
I M, _ , 0 t I ~ ~ ~ i I FCC , ~ P~. 4. EXISTING UTILITIES SHALL BE PROTECTED DURING ALL CONSTRUCTION ACTIVITIES. SERVICE INTERRUPTIONS SHALL BE
~ i ~ ~ w.. _ _ t, > ~ 1 ~ I I ~ ~ i COP ~ I ~ NEW LOCATION ~ CO( ~ ~ ~ I C COORDINATED WITH THE MUSEUM AND LOCAL UTILITY SERVICE
y 9' ~ r *.m ! .r ~ I "t ~ ° t j } I 'l !'mot ® - i ~ ~ I ~ ~ OF EXISTING ; PR( ~ I ; ~ \ HYDRANT PROVIDERS.
- w 1 ~ ~ ~ 1 ~ I ~ ~ 5. THE 5. THE CONTRACTOR SHALL FIELD VERIFY DEPTH OF EXISTING UTILITIES
~ ~ ~ PLUG 2" IRRIGATION LINE d I ` - ~ ~ i ' ~ z 4 ~ I ~...m` _ _ _ ~.._o m i t AND RELOCATE AS NECESSARY IF NEW GRADING SHOWN CAUSES
t' ~ FOR FUTURE TIE IN I ~ ` ~ - ~ 8 X ~ TEE AND 2 ~ - # I; _ ~ ~ ~ ~ ~ - _ _-SLE.~.VE °AP~b"VALVE 15 ~ UTII ~ _ _ ~ t ~ , ~ TIE TO EXISTING SEV UTILITY DEPTHS BELOW MINIMUM COVER REQUIREMENT OF 3' FOR SEWER AND WATER.
GATE VALVES 4° X 4" TEE AND 2 ~ " _ ~ ~ ~ ~ _ ~ HYDRANT LEAD
~ GATE VALVES ~ ~ - - - ~ If L . _ I ~ I ~ I _ ,...IT _ _,..m_ w ~ -PLUG-.. I ~ % ~ 6. THI DRI ~6 - ~ ~ `-~.w EXISTIP~G ~ - STF 6. THE FRAMES AND COVERS OF ALL EXISTING AND PROPOSED DRAINAGE, SANITARY SEWER, WATER MAIN, GAS, AND WIRE UTILITY
~ ~ 1 _ M INS ~ I STRUCTURES SHALL BE ADJUSTED TO MATCH PROPOSED FINISHED
~w I I ~ ~ ~ I , ELE ELEVATIONS AND SLOPES.
~ i i s I ' . - _ ~ TEE 7. SEE 7. SEE MEP PLANS FOR ALL PROPOSED STEAM, CHILLED WATER,
, , ~ ~ t I ~ ~ I 4" DO'~ESTI ! t..., ELE °,4,, ELECTRIC, AND TELECOMMUNICATIONS LINES AND RELOCATIONS.
1 1 -F~ ~ d SERVICE ~ 8. ALL 8. ALL EXISTING HYDRANTS, MANHOLE TOPS, STORM DRAIN GRATES
- ~ i ~ a 1 I f t ~ g y ~ 6+' I ~ AND TOPS, LIGHT POLES, ETC. THAT CAN BE REUSED SHALL BE SALVAGED AND SECURELY STORED AND PROTECTED FROM DAMAGE
- ( t j I ~ ~ ~ ~ ~ f 4 RPe ~ 4 RPZ`BEP TO BE ~ I ~ mm. ~ I ~ DUf L-0C~ATED IN BUILDING ~ d ~ ~ I ~ DURING REMOVAL, STORAGE, AND RE-INSTALLATION.
l I I j ~ ~ ~ i ~ l I ? f f I ~ ~ ~ t ~ (DESIGI s l~ ~ ~ d r . l t (DESIi;N€Q BY bTkiERS) I
I ti f~ I "~w. ~ ~ d 4 X 4 TAPPING 9. ALl o ~ - " " - - 8" X 8~ TAPPING GR( 9. ALL SANITARY SEWER CLEANOUT TOPS SHALL BE FLUSH WITH GROUND AND HAVE CONCRETE COLLAR.
~ 4 ~ f I, ~ I ~ X,' I .w SLEEVE AND VALVE i - ~ ~ 4, ~ } ~ SLEE & POST _ ~
I v ~ ~ µ ~ FUTURE `GAL ~R-~ f y ~ I t' s l 16 RPZ I " I ~ ~ ~ ~ 10. WA 6 RPZ B~'F' TO BE ~ ~ ~ „~,=I ~ P U t I INDI TOR VALVE WIT TAMPER' THE 10. WATER METER ASSEMBLIES SHALL BE PROVIDED AND INSTALLED BY THE UTILITY CONTRACTOR AND PAID FOR BY THE OWNER.
~ ~ ¦ 1 I ~ I LOCATE ~ I FFE 4 .0 i / I 3 ! ~f I ~ f l ~ t I DESIGP LOCATED IN BUILDING I, ~ ~ i I 6A P~I~C I ° (DESIGNED BY OTHERS) ~ ~ ~ , I I S TCH t 271 LF OF 6" 11. ALL
~,L?~ ` PVC ®2.92 , MH-2 APf 11. ALL IMPACTS TO THE AMPHITHEATER AREA SHALL BE REPAIRED BY APRIL 7, 2007 IN TIME FOR SCHEDULED OUTDOOR EVENTS.
I ~ ~ s r d ~ ~ 1 I' , ~ [ I 1 t 1 I ~ ~ . , I J, ' I RI :437.30 ~ ~"'s I ~ ~ ? ~ ~ FUTURE SERVICE I I ~
1-6 S H 40 PVC ~ I 1 Q I t ~ I I ~ DOCK e ° ~ I i B DIP SUPPLY TO IN:I 432.30 ~ I ~ ~ , FUTURE FIR1= PUMP _ _ OUT: 432.10 , ~ ' 12. NO 12. NO PART OF THE PROJECT SITE LIES IN THE 100-YEAR FLOODPLAIN
~ 2-3° S 40 PVC ~ ? I ~ ~ - I ~ ~ , ~ ~ ,~I ~ 1 # r I ~ , , ~ - IRRIGATIO'N~SLEEVES„1TYP. I _,..-a f f I~ t ~ ~ f , II # ~ I , ~ ~ ~ t ? 6 DIP FIRE LINE I I _~'~SSCO-1 r ~ AS MAPPED BY FEMA OR AS DEFINED BY ANY FEDERAL, STATE, OR
~ ; r ~ t t o'~ I 1 ! I P ~ j FROM GALLERY TO I I LO( I ? ? ~ RIM: 44.00 LOCAL AUTHORITY.
~ , I ! ~ ~ ~ ? ! ? FUTURE FIR £f~UMP I ~ ~ , ? t ? I INV: 4`40.00 ! ~ ~ I ~ l ~ ~ ~ I I 13. ALL 13. ALL NEW BFP'S SHALL BE TESTED AND CERTIFIED BY THE
~ PROP~SED ~ dl ! w. I ~ 1 ~ i I a i l 1 ~ 3 r I P COP 4 t CONTRACTOR IN ACCORDANCE WITH CITY OF RALEIGH
STOR DRAIN ~ - ~'--~-I I--a-' t t PIPING TYP. , d ~ ~ ~ ~ ; ~ 4 ~ ~ I__a_ Fl'VTURE+LI K I 1 ~ ! REQUIREMENTS.
~ ~ ~N ' ~ ? ? ? ? , I 14. ALL ~ i TIE EXISTING ? ? I I 14. ALL WATER AND SEWER SERVICES SHALL BE STUBBED 1' MINIMUM
~ ? ? i i , ? ~ INT t ~ DOMESTICNSERUICE ? I INTO THE BUILDING.
: ! ? ? ~ 1 I TO NEW 4 D wl ~ i f _ f ~ ~
i ? ~ i
~ ; 6 HYD ANT f } f. ~ ~ ' ! d ~ I ~ 1 i q I I ti
i ASSEMBL WITH f ~ ~d° ~ ~ t ~ ~ ~ ' ~ f/ ~ ~ ' s ~ 's r
1 GATE VAL p d ` ~ 1 f ~ ~ ~ ~ r
F 1 F ; i ~ _ _ _ -'71E EXISTING FIRE ~ ,i 1
~ - ' t 6° X 8" TEE ° / i~ r } ~ i t 1 ~ 0 ~ m", SERVEC~ TO NEW I ~ t
~ T1E EXISTING FIRE TIE EXISTING I ~ '0 ~ ~ ~ ~ SIP. j ; { ~ , _ F, SERVICE TO NEW DOMESTIC SERVICE ~ ~ ~
i U . ~ - ; £ W 8 DIP. TO NEW 4" DIP. ~ s I ~ i
~ 1 i +r r' r" 1 `i i d ~ r ~ ~ I I i
0 ~ d ~ r 1 f \ l ~ 3h7 LF OF ~6" ~ '
d I I ; f~VC ®2.40% T1E EXISTING i I ~
i 1~ ~ ~ 1 ~ ~ i ~ DOMESTIC SERVICE ~ ~ 7 '
TO NEW 4" DIP. ~ i ~ ~
~ £ ~
l r I ~ d ~ ~ ~ ~ ~ ~ M- T J ! r
TIE TO EXISTING ~
' ~ ~ ~ ~ t ~ 8 DIP FIRE LINE, ~ 1 i 1 i DOMESTIC SERVICE. d ~ I ' CONTRACTOR TO MATCH t
1 \ i i~' EXISTING SIZE AND ~ t '
~r ~ , 1 ~ ~ ~ d~ ~ i ~ ~ i i MATERIAL. f ~ ~ ~ ,
~ ~ ~ f ~ ~ ,4 IP DOME,STIC 1 WAT RUNE f ~._f i 1 t r ~ r
4 ~ ~ t a t i ! f r ~ t f
~ ~ S 1 ~ _ i i / I° ° 1 ~ f t i ~ 1 l , i ,
~ ~ ~ t s ~ i i ~ f _ ~ S y L ~ 5 1 £
. ~ ~ 4 GATE v ~ ; 1 ~ ~ ~ ~ ~ ~ 1 , ~ ~ ,
VALVE s ~ i ~I ~ ~ ; ~ t ~ _ ° ~ ~ t , - NEW LOCH rf r ~ s' NEW LOCATION r
+ ~ ` i ~ OF EXISTI ~ I I ~ 4 GATE ~ s ; ~ HYDRANT OF EXISTING ~ { t t ` P t l~ f o HYDRANT - / ,
s
~ ~`y \ 1 ~ ~ i PLUG ~,r 'LUG ! ~ ! I ~ r' °
_ ~ ~ ~ ~ ~ ~ ~ i f EXISTING ~ ~ F MAIN LAIN' I ' ~ ~ ~ l ~ ~ d`
k ~~~1~-n ~ r .............................-r__ "PVC SANIT/~RYF' j / ~ ~ ~ t ~ r 1 / ~ r
~ _ ~ SERVICE (TYP.) ~ ~ ~ ~ t ~ ~ ~ ? I f i ~ j. ~ J
~ ~ ~ TEE 8" X 8" TAPPING TAPPING ~ ~ ~ ~ ~ ~
I SLEEVE & VALVE ~ i ~ ~ VALVE " IP ~ 1.0 ~ ~ ~ ~ I I J I ~ ~ ~ ? ~ D ~ l l
t ~ r.° ''I,'' 76 LF OF 6 `Dlf'~ ®,1.0% ~~i-3 I , r _ u s-ss I~~ ~ / 1 1 ~ d Q RIMS 42~:~0 >d } I ' f r
SSCO-5 SSCO-4 IN: 4'`2t~.50~, I ~ € ' y ~ ~ f
~ 6" GAT ~V ~VE ~ 1 ~ ' ~F RIM: 426.80 RIM: 427:;30 OUT: 4~4.3~ 0 # ! ! ~ ~ ' ~ t l 6 INV: 423.57 INV: 424.33 } ~ ,
= I ~ f i V ~ } - i J' - ~ I } f v ~ I l~ ~ 1 l f t i 1 ® ~ ! ~ ~ I s 1 ~ ~ > 1
t f ¢SSCO-6 ~ ~ y 999 } # ~ f l ~ j I
S i~ ~ F 1 t t A t =1i f RIM: 426.70 ~ ~ ; I ~ ~ ~ ~ ~ ' ~
r a x a. ~ a INV: 423.10 ~ I I( I~ t
3 ~ V 1 ~ ~ t
r' ~ '3 I i i t ~ r' 1 ! ~ ~ l r' ~ ~ o ~ ' ~ i ~ ~ ~ } ~ l ~ i
1 f ! ~ f t l s- 4 ! N~ ~ ~ ~ i ~ ' i ~ i ~ { t ~ # F
S ~ ? t i 1 f
f ~ ~ z 7 ~ ~ i n i $ ~ i ~ ~r ~ j SSCO-7 i F C C
~ MH-8 70 LF OF 6°DIP RIM: 426.00 ` -a u V:'~ 422.53 ~ ~ ~ ~ a ( I ~
f- ~ v ~ { ~ s 1 ® 1.0% t I ~ ; ~ r / ~ ,t 1
CONSTRUCT DOGHbUSE a : ~ I ~ I ~ • S { ~ t ~ I C { i ~ s J t ~ f
~ ~ ~ ~ y4 S r MANHOLE ON EXIST~I G ~ / i , ~ '~0" SANITARY SERVI E. f t s` } ~ ' ~ + ' € } l ~ j
i fr f s i i i I ~ (;ONTRACTOR TO VER FAY ~ t i ~ # ? I I ;i i
g ~ B ~ ~ v E ACT LOCATION AND ~ ~ { ! ~ # ~ ~ r I INVERT OF EXISTING LINE°,~ ~ 1 ~ ~ ~ ~ I I
? f Pf$IOR TO CONNECTION { I ~ s' ; _ i ~ I
t i T_ i I I # ~ •fi ~APpROX. INVER 421.83 i £s ~ ~ ~ ~ o r ~ i I
p 1 ~ ~ s r~ ~ ~ € • 1 ~ , t ~ ~ I ~ ~ ~ ~ ~ ~
,O S t } --.m4 1y F j ~ , t t ~ ~ ~ i
1 P e 1 t f I ~ f f t £ ~ ~ ~ ~ 1 f ( ~ I f
~ , ~ l 1 t J ~ s ~ re ~ ~ ~ + ~ ! ~ t ~ ( ! ~ }
f ~ { ~ i j ~ 1 ; ~ ~ a ` t~ ' ~ f ~ ~ J ~ r ~
~ 'b. ~4 ' fi ' 1 ~ r ( J ~ f
1 ~ 1 ~ j i r, f # ,i / ~ / ~ ~ ~ j i
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~ ~ f 1 t f r t' t 3 j ~ ~t ~ f° f ~ „ ,,t rz 7 / 7 ~ 1, j7 8 ~ f t' fit f ft f ~ J 1 3 f ~ t I t 7 f
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Thomas Phifer and Partners Kiml H rn n A i Pearce Brinkle Cease + Lee La as + Havener PA e o a d ssoc ates P r W Ik r n P r n r of r ete a e a d a t e s sta o d Y pp Y North Carolina Museum of Art ' Stanford White Associates ili PI n 1 -4 Ut t a 0
Y
New York Ralei h Durham Ralei h Berkele Ralei h 9 g Y 9 Ralei h North Carolina 1 Se t 2006 Ralei h g , g p
212 337 0334 919 836 9751 919 419 1199 919 677 2000 510 849 9494 919 832 919 832 8118 SCO Pro~ect No. 040620101 J Cl 06

TDP,DF CURB NOTES SEEDBED PREPARATION
MANHOLE FRAME AND COVER 5'-3' 1) THE SLOPE DF THE GUTTER TD - _ TYPICAL MH FOR STORM SEWER TANDARD METAL PasTS 2'-0° IN GROUND NO 5' 3' J- No Issue Date
THE CATCH BASIN DN THE UPHILL t~~. FOR SLOPE SIDE SHALL BEGIN 10' FROM THE COVER 120 lbs MINIMUM 3• PIPE SIZE MH DIAMETER 1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES 12-2a• a'-0' GALVINIZED DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE. 01 01 Construction Documents - Package 1 1 Sept 2006
12 3/4' RNOTE LEE THE CATCH BASIN, THE SLOPE DF 1/ • 1' SIDE ELEVATION ELEVATION I 30-42' S'-0' HARDWARD WIRE
THE GUTTER TD THE CATCH BASIN B ae• s'-o' TOP OFSBOX 2°) RIP THE ENTIRE AREA TO 6 INCHES DEPTH° 02 sa• e'-o' 3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS 02 Per SCO Comments And Site Plan Changes 25 Oct 2006
DN THE DOWNSTREAM SIDE, - LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
LDwuNE SHALL BEGIN 5' FROM 5/8' THE CATCH BASIN, TREAD RFACE 1• B STANDARD MANF[ILE A 4,) APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE
o A 2-2• Gs. PIPE CR PVC PIPE 2) STEPS SHALL BE INSTALLED IN 3/4• NDLES FDR A RING AND COVER UNIFORMLY AND MIX WITH SOIL (SEE BELOW*). _ o
ALL CATCH BASINS DYER 3' IN DEPTH, -SEE n~AiL- 8' MIN„OVER 12' DEEP 12' MIN, ,FOR Is a ~ ° . • a - - - ~ 5.) CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FIRM
uP TD s' FROM TCP OF CURD, DEPTH SHALL BE MEASURED FROM THE y ~ ~ ~ 8° REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES r 1Ve' ~
o TDP DF THE GUTTER TD THE INVERT ~ 1/2' ~ ~O T~4• "t - o~ ~ 0 6. SEED ON A FRESHLY PREPARED SEEDBED AND
5' DF THE CATCH BASIN, 3) SOLID CONCRETE BRICKS MAY BE PLAN DF COVER a $ ~ o ) COVER 4N DF COVER B 4~ o SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK
o USED IN 4X4X8 DR 4XBX16 SIZES, ~ ~ o °
~'i 4) NCDDT APPROVED PRECAS - b~ ° 0 7.) MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH gg e:• ~
12' S T CDNCRETE BOXES ACCEPTABLE T 3' ~C •r. .a ORS IS ~ `68 ~ - ' `Q';.'. ~ ° ~ ° 8.) INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR )R
USING STANDARD 5' CASTINGS, 3ia , I_ . ~ 2-41F~' ~~F~ ~f, r-alit' 1'~• °1 Y-0' ~a:,. ~~0~•000~ 0 - RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF
° • ° SECTION A-A -s'-3' ~R• TxPac ovEA ~r ~ STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING IG
° ° ° • ° . ° ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
e ° • ° 3000 ° e . ° e ° 3' # 57 WASHED STONE PLACED TO A 3' 6' 4e y > yr B HEIGHT OF 12°-18° MIN. ABOVE 9.) CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT IT
P.S.I. o ° ° e ° o ° o °0° 30°0 C°°'~ A amur TOP of BoX AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED T
CDNC, o ° o ° ° ~ 1/2' D 25 1 4' . ° D ° • ° ° SECTION B-B SECTION A-A SECTION B-B L4A * APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ ACRES (3 TONS/ _
6' UP TD 12' DEEP ~23 3/4'~ o • ~ ° o • ° o • ° • ° • ° • ° • ° ~ ° • ° • ~ TDP vlEw CITY OF RALEIf~i ACRE IN CLAY SOILS)
° °o °o• ° o ° e •o °e• ° o ° o. ° • °o. °o• 6 l2' OVER 12' DEEP ~ - • 3/B' RGHIH B CENTRAL ENGINEERING DEPARTMENT _ _ _ Le Rahn FERTILIZER - 1,000 lbs. /ACRE 10 10 10 g Legend Notes
6 6 4 ~ 1/a. H 1 ~~~1e ~ 1) DEPTH MEASURED FROM TOP OF REVISIONS DATe T DVbI~! er, aTS SUPERPHOSPHATE- 500 Ibs> /ACRE -20% ANALYSIS 1 CASTING TO INVERT OF MANHOLE
. i - ® 9/4' tea' CATCH BASIN MULCH -2 TONS /ACRE -SMALL GRAIN STRAW
/2 ' sn I yr 24 3/4' Im, NUT B'-16NC 2) PRECAST MANHOLE COMPONENTS SHALL YARD INLET ANOTHER -ASPHALT EMULSION ®300 GALS./ ACRE MEET ASIM-C-478 REQUIREMENTS. PROTECTION
STANDARD C.B. STEP ~ ~ FRAME 182 lbs. vv ~ „R. - 3) SEE STD. ii 30.15 FOR MANHOLE STD. # 40.12
3 #3 REBARS is' DETAIL OF HANDLE 8' LONG ~ COVER DETAIL ~ A A
3' h' I I SIDE ELEVATION
GROUT ~ 6' S• 6' N PLACE ~
~ pTY OF RALEIGH o• • . ; op CENTRAL ENGINEERING DEPARTMENT pTY OF RALEIGyi qTY OF RALEIGyi W CENTRAL ENGINEERING DEPARTMENT CENTRAL ENGINEERING DEPARTMENT
° N eepeee 000 000 REMSIONS T oieuNn.'~re REWSIONS t ~ Of11N tR JIB v RENSIONS 1Q ~ Of11~1 tR JIB
e~D ~e MANHOLE 4 A FRAME 1. Obtain gland-disturbing permit. Schedule a preconstruction 1 CATCH B STANDARD ion
2-2• PIPES 22' 2'-1 t/2' SIDE AND COVER r~ LONG DNA 3' PLAN ELEVATION 1 BASIN CLASS °A° conference with the NCDENR regional office. CASTINGS TYPE A MANHOLE
MEASUREMENTS IN INCHES END ELEVATION SLOPE -16' BELOW STD. # 30.15 _ STD.# SECTION C-C - _ STD.# 2. The Contractor shall coordinate erosion control with other DRAWING NDT TD SCALE 30.11 DRAWING NDT TD SCALE 30.05 .r
TDP OF GB. -DRAWING NOT TD SCAL 4"~ SLIP RESISTANT CLEATS site Contractors in the event individual sites are developed or r
B3 OR N4 REBAR CC~IRDSIDN started during utility and street construction.
8' MINIMUM 2'-6'MIN, 8, n------- RESISTANT NATERiAL OVER 12' DEEP OlUBHER) 3. Install gravel construction pad, temporary diversions, silt
12' MPIIMUM UP TD 12' fpLASTIC) fence, sediment basins or other measures as shown on the
6' FROM TDP OF CURB, ELEVATION SECTION A-A approved plan. Clear only as necessary to install these devices. es.
IS' TYPE IF STRUCTURE IS Seed temporary diversions, berms and basins immediately after :er
GREATER THAN l2' DEEP,FDDTING IS construction.
TD EXTEND 6' BEYCND THE STRUCTURE 4. Call the NCDENR regional office for an onsite inspection
CITY OF RALEIGH so' MIN. 5. Begin clearing and grubbing. Maintain devices as needed.
v2, D CENTRAL ENGINEERING DEPARTMENT BUT SUFFlgENT TO KEEP ROU h rade site.
6' ° 6' • ° ~ REVISIONS DA1E ~/3/aa DRAM er~ dTs °•o ~•e• • i • •oo 8' MAX. SEDIMENT ON SITE 9 9
•90°0 °o • ° a ° ° ° o • •40°0 5r ~.Ivl. ry°oI.° o o• • o ° • • o °•o • °o y°oi. - 6. Install storm sewer, if shown, and rotect inlets with block ck
CATCH 000 PSI CONCRETE ° i°-3°`STONE TO BE USED`` 25' OR WIDTH OF and ravel inlet controls, sediment tra s or other a roved EXISTING ;`...;(SURGE STONE OR RAILROAD::.,: PROPOSED STREET, g P PP
BASIN y~N~ ~p }~~GA• RoADwar ~ •:::=::BauAS measures as shown on the Ian. Be In construction, buildin MIN~ INTERNED . WHICHEVER IS P 9° 9~
- DRAWING NOT TD SCALE - STD. # 30.01 IJNE 1,QR~. WIRES _ GREATER. etC. m T CND
~ 7. Stabilize site as areas are brought up to finish grade with th
GRADE ve etation, avin ,ditch linin s, etc. Seed and mulch denuded 9 P 9 9 A
R1-1 areas within fifteen (15) days of completion of any phase of
30" x 3D" PLAN construction.
WHITE ON RED NEW CONSIRUC110N 8. When construction is complete and all areas are stabilized :d
FRONT VIEW 35' MIN. 15~ MIN, completely, call the NCDENR regional office for inspection.
STOP SIGN EXISTING ROADWAY
NO SCALE STEEL PosT 9. If site is approved, remove temporary diversions, silt fence, -e,
NOTE 40" WOVEN WIRE FABRIC - 2 MIN. 6" MIN. • Ins, a c., an See OU or s a I Ize any resu Ing SILT FENCE GEOTEXTILE FABRIC -
-USE SILT FENCE ONLY WHEN DRAINAGE AREA ODES 3 O ~ ~ ~ ~ bare areas. All remaining permanent erosion control devices, NOTE: ~ i ~ ' ~ ~ ~ such as velocity dissipaters, should now be installed.
NUT EXCEED 1/4 ACRE AND NEVER IN AREAS DP 4" ~ ~ CUNCENTRATED PLGW 3" Tee PrOteCtlOr Are LL1 i z ~~-6° -USE SILT FENCE ONL WHEN DRAINAGE AREA ~ o FILL SLOPE DOES NOT EXCEED 1 4 ACRE AND NEVER IN „ ~ * FOR REPAIR OF SILT FABRIC UNDER STONE
4" 18" ~ ~ ~ w 6 2" R. AREAS OF CONCENT ATED FLOW ~ ~ NON 57 WAS HEDS~STONE. 1 O. When vegetation has become established, call for a final -END OF SILT FENCE NEEDS TO BE TURNED UPHILL. FOR ANCHOR WHEN SILT I
-END GF SILT FENCE NEEDS TD BE TURNED UPHILL, 3" DD NOT ENTER ~ o z a 4" U °o it M GRADE FENCE Is PRarECTINC CROSS SECTION site inspection by the NCDENR regional office. CATCH BASIN.
° SIGN DETAIL a ~ O 6" MIN. COVER NOTES:
N.T.S. ~ N ~ m ovER sKIRr * CONSTRUCTION SEQUENCE N
~FGR REPAIR DF SILT FENCE FAILURES ~ ¢ ~ ¢ ~ ~ USE No. 57 WASHED STONE FUR v U w ~ ~ 1 -1 , ° ANCHOR SKIRT AS 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP 1 -1 DIRECTED BY ENGINEER * TO ENSURE CONSTRUCTION ENTRANCE IS USED.
ANCHUR WHEN SILT FENCE IS ~O 1~4° R. ~ 1~2° PRGTECTING CATCH BASIN ^ ~ 6 1~2° 7 1/2° 2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT i 1/2" SIDE VIEW THE MUD IS NOT REMOVED BY THE VEHICLE TRAVEL-
C7 ~ z ; ,~:;tia.:: W ING OVER THE STONE, THEN THE TIRES OF THE VEHICLES MUST BE WASHED BEFORE ENTERING THE
TEMPORARY SILT FENCE Pueuc RanD.
°w ~::r3?u;~ . ~ po 00 po 00 4" CABC m ~ ¢ COMPACT 4° CABC COMPACTED SUBGRADE 3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS oN ro rHE Pueuc RonD, rHE covERwNC AurHORITY SHOULDERS, SIDE DITCHES, SLOPES (MAX 3:1)
' ~ ~ :'V~ ~ U WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL
8 -0 D.C. MAXIMUM STEEL PGST J Q :';d;y J VARIABLE ' ' U Z ''~'~Y~` U = ovEN WIRE FABRIC ° U 30" CURB & GUTTER RESPONSIBIUrY FaRM. DATE TYPE PLANTING RATE
AS DIRECTED BY THE ENGINEER ~ :`i¢•!.; [r ILT FENCE GEUTEXTILE FABRIC ~ Q R
_ " NO SCALE ~ ~ / AUG 15 - NOV 1 TALL FESCUE 300 LBS/ACRE COMMERCIAL CONSTRUCTION ENTRANCE NOV 1 -MAR 1 TALL FESCUE 300 LBS ACRE
q ARNING SIGN ~ NT NTR 3 ~ A. HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2" OPENINGS SHALL BE PLACED / OVER THE CURB INLET OPENING SO THAT AT LEAST 12" OF W1RE EXTENDS ACROSS &ABRUZZI RYE 25 LBS/ACRE
MIN, 10 GA. MIN, 1~-1/~ GA. ° ILL SLGPE H p BOTH THE INLET COVER AND THE CONCRETE GUTTER (MEASURED FROM THE INLET MAR 1 -APR 15 TALL FESCUE 300 LBS/ACRE oPENwc)• APR 15 -JUN 30 HULLED COMMON BERMUDAGRASS 25 LBS/ACRE
LINE WIRES INTERMEDIATE ~ ~ - ~ ~ Q d w WIRES - m w ~ D_ g Z w B. STONE SHALL BE PILED AGAINST THE WIRE SO AS TO ANCHOR IT AGAINST THE JUL 1 -AUG 15 TALL FESCUE AND 120 LBS ACRE
n•Ms~e ~ J ~ m ~ Q D J Z GUTTER AND INLET COVER AND TO COVER THE INLET OPENING COMPLETELY. USE NcooT }~5 wnsHED sroNE. ***BROWNTOP MILLET 35 LBS ACRE
_ ~~a NGRADE U_ m O H S m z O I i ' " " ' ~ ~ 1pI I 'MIN, CUVER a m ~ ~ } J ] ~ ~ rn 1.5° ASPHALT CONCRETE SURF CONCRETE SURFACE C. CHECK DEVICE AFTER EACH RAIN. REPLACE WASHED STONE IF IT CLOGS WITH SEDIMENT. ***OR SORGHUM-SUDAN HYBRIDS 30 LBS/ACRE
I ILT FENCE FABRIC = UVER SKIRT ~ O ? N ~ w ~ N v ~ COURSE -TYPE S-9.5A* INSTALLED TD SECOND iu EXTEND WIRE 6" MIN, INTG TRENCH U N Yc0 ~ 'E S-9.5A* 2' MIN 2' MIN °DNPADTED SLOPES (3:1 TO 2:1)
I I WIRE PROM roP I ~ o f w z ~ o ~ w w X2.5" ASPHALT CONCRETE INTEf AND ANCHGR SKIRT AS DIRECTED z p a w a z z o a a o FRONT VIEW SIDE VIEW BY THE ENGINEER ~ ~ y ~ to a o m - ~ v] a a z COURSE -TYPE I-19.OB* 'E I-19.OB* wnsHED GRAVEL FILTER iz" wIRE MESH MAR 1 -JUN 1 SERICEA LESPEDEZA (SCARIFIED) 50 LBS/ACRE
~ m 10 AGGREGATE BASE COURSE BASE COURSE ABC MINIMUM* STEEP CUT OR FILL SLOPE 11=11111=II~IIr- ( ) MAR 1 -APR 15 AND ADD TALL FESCUE 120 LBS ACRE
J m FILTERED WATER "II~II~II' ( ) / 1BGRADE / m ~k° ~ SEDIMENT LADEN RUNOFF eeee
NOTES COMPACTED SUBGRADE WARNING SIGNS To BE MADE of DURABLE, WEATHERPROOF MATERIAL, * OR PER GEOTECHNICAL ENGINEERS RECOMMEN °a°~ ~p°,~p~~y~ (MAR 1 -JUN 30) OR ADD WEEPING LOVEGRASS 10 LBS/ACRE °°°°°fi~~h~~°B B°B°°.. a (MAR 1 -JUN 30) OR ADD HULLED COMMON 25 LBS/ACRE
LETTERS TU BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED, EERS RECOMMENDATIONS m °°°°e ° 2: ~ SLOPE (MAX) BERMUDAGRASS ° ~ II~II~I'
SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS n 0] N N PLACE A SIGN AT EACH END DF LINEAR TREE PROTECTION AND 50' UN CENTER THEREAFTER ~ ~ d Q NOTES: ArPUCnBLE AT cuee wLETS wHERE PoNDwc 12" ~II~'lll- JUN 1 -SEP 1 ***TALL FESCUE AND 120 LBS ACRE TENT SECTION IN FRONT OF niE STRUCTURE IS NOT LIKELY TO CAUSE SEDIMENT -STABILIZE DIVERSION DITCH
- w~ cn ~ HEAVY DUTY PAVEMENT SEC FUR TREE PROTECTION AREAS LESS THAN P00' IN PERIMETER, PROVIDE NU LESS THAN ONE SIGN PER PRUTECTIUN ~ ~ v ~ ~ o_ U AREA ~ w ~ NO SCALE INCONVENIENCE OR DAMAGE T° ADJACENT STRUCTURES, IwTH TEMPORARY SEEDING BROWNTOP MILLET 35 LBS ACRE unLmES, oFFSnE PRDPERnES DR uNPRmECTm AREAS. CONCRETE GUTTER CURB INLET CROSS SECTION AND EROSION CONTROL ~**OR SORGHUM-SUDAN HYBRIDS 30 LBS/ACRE
~ fw Q ~ ATTACH SIGNS SECURELY TU FENCE POSTS AND FABRIC H H ~ NETTING SEP 1 -MAR 1 SERICEA LESPEDEZA (UNHULLED- 70 LBS/ACRE
MAINTAIN TREE PROTECTION FENCE THRUUGHDUT DURATIUN OF PROJECT. A ~ U ~ ADDITIONAL SIGNS MAY BE REQUIRED BY TUWN OF APEX INSPECTIONS DEPARTMENT BASED UN ACTUAL FIELD ~ ~ w U BLOCK AND GRAVEL CURB INLET SEDIMENT FILTER UNSCARIFED) AND TALL FESCUE 120 LBS/ACRE
CONDITIONS. d o oD A p (NOV 1 -MAR 1) ADD ABRUZZI RYE 25 LBS/ACRE A. TWO CONCRETE BLOCKS SHALL BE PLACED ON THEIR SIDES ABUTTING THE CURB AT POSITIVE GRADE 1.0% MAX.
TEMPORARY TREE PROTECTION FENCE fa m `D a ~ w x ~ zQ EITHER SIDE OF THE INLET OPENING. A 2" x 4" STUD SHALL BE CUT AND PLACED UPSLOPE TOE z
.B ~ .a oo fpm THROUGH rHE ourER HGLES aF rHE SPACER BLOCKS ro BRACE THE FRONT aLOCKS. ~ ~ CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR FRONT BLacKS ARE PLACED oN THEIR SIDES ACROSS THE INLET AND ABUTTING THE ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION
r o iD "oo~ DENSEI a ~ i0 ~ ~Z~~ BACKF DENSELY COMPACTED SPACER BLOCKS. SIDE sLOPES ~ OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO
zWOi IN 6" x BACKFILL, TAMPED B. HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2" OPENINGS SHALL BE PLACED avER THE ourslDE vERTICAL FACE (wEBBINC) of THE BLOCKS To PREVENT FILTER ~ : 1 (MAx.) ~ ~ \ ~ ~ \ WELL UNDER LOCAL CONDITIONS; OTHER SEEDING RATE COMBINATIONS ARE IN 6 LIFTS STONE FROM BEING WASHED THROUGH THE HOLES IN THE BLOCK. ~ ~ ` ~ ` \ ~ ` ~ ` ~ ~ ` ~ ` \ ~ ` ~ `
~o3w~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ POSSIBLE. C. NCDOT #5 WASHED STONE SHALL BE PILED AGAINST THE WIRE TO THE TOP OF THE ~ ~ ~ \ ~ ~ ~ \ ~ ~ ` ~ ~ ~ ` ~ ~ ~ \ ~ ~ ~ ~ ~ ~ \ ~ ~ ~ \
CITY OF RALEIGH UNDIST UNDISTURBED BLOCK. ~ ` ~ ~ ` ~ ~ ` ~ ` ` ` ` ~ ` ***TEMPORARY -RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED
DEPARTMENT OF PUBLIC UTILITIES SOIL SOIL D. CHECK DEVICE AFTER EACH RAIN. REPLACE WASHED STONE IF IT CLOGS WITH SEDIMENT. srEEP cuT oR RILL SLOPE PERMANENT VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW
40" STANDARD BEDDING DETAILS avERFLOw OVER 12" IN HEIGHT BEFORE MOWING, OTHERWISE FESCUE MAY BE SHADED
3" 't~ PIPE FOR R.C. PIPES PIPE WIRE MESH SEDIMENT LADEN FILTERED WATER OUT° RUNOFF ~ ~,gggB
4" DWG. N0. REVISIONS DATE REVISIONS DATE a° Tee ProteLtlon Rre 3-1-5 RRH -30-o PIPE S CURB INLET ~,°J .~?~~eD°~° PIPE SPRINGLINE ~~°~0 `M PLAN VIEW * \ NOTE: THIS SEEDING SCHEDULE IS FOR EROSION AND SEDIMENT CONTROL ONLY, SEE SEE
4" 18" S-~ D.W.C 6-23-9 ABB -16-05 ~4 4^ o~ LANDSCAPE PLAN FOR FINAL SEEDING.
3° DD NOT ENTER 4" ~y° , ~ ~ ° ° s ° mo- sEOIMENr DIVERSION DITCH ° SEEDING SCHEDULE
SIGN DETAIL ~ °~®°~4~~o~,°w `ApOp~o ®4$°1;,4®°0®®® WIRE SCREEN REVISED: 1-1-86
N.T.S. NO. 67 NO. 67 STONE RAVEL FILTER CONCRETE BLOCK 2"x 4" STUD BRACE URB INLET
ND1E5: APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN
FRONT OF niE INLET.
8'-0" D.C. MAXIMUM STEEL POST T N
VARIABLE OVEN WIRE FABRIC S A DARD BEDDING DETAILS FOF 'AILS FOR HOPE PIPES GRAVEL CURB INLET SEDIMENT FILTER
AS DIRECTED BY THE ENGINEER ORANGE, UV RESISTANT, SCALE
- T T HIGH-TENSILE STRENGTH, NOT TO SCALE
~ POLY BARRICADE FABRIC (TYPICAL) Q
L LL n Nr NrR L 3 MIN. 10 GA. L LL L MIN. 1~-1/Z ° ARNING SIGN
LINE WIRES GA. i~ ~ STREET OR DRNEWAY
INTERMEDIATE ~ WD•H NO SIDEWALK L LL L L L L WIRES iu rGRADE yAR
n u F"~ I ~ ~ ~ ~ ~ ~ ~ ~ o II 6" MIN, CGVER VAR R DEFINITION BAFFLE (TYP.) SECTION THRU BERM & FILTER F~.~ A SEDIMENT FILTER OR AN EXCAVATED IMPOUNDING AREA AROUND A STORM DRAIN
GRANGE, UV RESISTANT, = UVER SKIRT SIDEWALK EARTH BERM DROP INLET, CURB INLET, OR PIPE INVERT.
I~ HIGH-TENSILE STRENGTH, N ~ EXTEND WIRE 6" MIN. INTG TRENCH VAR R 3I I PGLY BARRICADE FABRICI Im AND ANCHGR SKIRT AS DIRECTED BY cRA55ED AREA CARRY RIP-RAP UP slnES OF sPaLwAY PURPOSE
(TYPICAL) SIDE VIEW THE ENGINEER lo'MIN. TD PREVENT SEDIMENT FROM ENTERING STORM DRAINAGE SYSTEMS PRIOR TG
NOTE -USE SILT FENCE GNLY WHEN DRAINAGE AREA DGES TYPE A PERMANENT STABILIZATION OF THE DISTURBED AREA.
FRONT VIEW NGT EXCEED 1/4 ACRE AND NEVER IN AREAS GF PIPE ouTLET To FLAT AREA wlrH No DEFwEO cHA~ CGNCENTRATED FLGW _ arH No DEFwED CHANNEL NIN FREEBOARD CONDITIONS WHERE PRACTICE APPLIES
RAMP DOWN SIDEWALK • 1 R[P-RAP WHERE STORM DRAIN INLETS ARE TG BE MADE OPERATIONAL BEFORE PERMANENT STABILIZATION OF THE DISTURBED AREA. DIFFERENT TYPES OF STRUCTURES ARE AP-
NOTES -END GF SILT FENCE NEEDS TG BE TURNED UPHILL NO SIDE-RAMPS N®ED I, B' MIM~ PLICABLE TO DIFFERENT CONDITIONS.
WARNING SIGNS TG BE MADE GF DURABLE, WEATHERPRGGF MATERIAL A LETTERS TG BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED se° A . . • . '
SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS, d° w ~ s wnsHED STONE seDIMENr PIT SILT FENCE DROP INLET SEDIMENT FILTER
PLACE A SIGN AT EACH END GF LINEAR TREE PRGTECTIGN AND 50' GN CENTER THEREAFTER, FGR TREE PRGTECTIGN AREAS LESS THAN X00' IN PERIMETER, PRGVIDE NG LESS THAN GNE SIGN PER PRGTECTIGN r APPRDx. A. U.V. RESISTANT (BLACK) GEOTEXTILE OR EQUIV. FABRIC CUT FROM A
AREA, PLAN VIEW ATTACH SIGNS SECURELY TG FENCE PGSTS AND FABRIC, VAR~BLE 5'-4~ STANDARD 2'-6' CONTINUOUS ROLL TO MINIMIZE JOINTS (MUST HAVE AT LEAST ll CLASS qt RIP RAP B. STAKES SHALL BE TREATED 2'x 4', 2'x 2' OAK, OR EQUIV. METAL
MAINTAIN TREE PRGTECTIGN FENCE THRGUGHGUT DURATIGN GF PRGJECT, 1/2' IXPANSION JOINT CURB d< GUTTER La La ~ WITH A MINIMUM LENGTH OF 3.0 FEET. SECTION THRU BASIN & FILTER C. STAPLES SHALL BE OF HEAVY DUTY WIRE AT LEAST 1/2- INCHES LONG
ADDITIGNAL SIGNS MAY BE REQUIRED BY TGWN GF APEX INSPECTIGNS DEPARTMENT BASED GN ACTUAL FIELD ~ 1/4' PER 1' CGNDITIGNS, - 1 4" 12:1 I s'M D. STAKES SHALL BE SPACED AROUND THE PERIMETER OF THE INLET A
2 CARRY RIP-RAP uP N°oFNiH PERSPECTIVE VIEW MAXIMUM OF THREE FEET APART AND SECURELY DRIVEN INTO THE GROUND
6 .G•<•~;~,~: • FDR srzE of FOOTING -SEE NOTE TEMPORARY COMBINATION TREE PROTECTION/SILT FENCE PROPOSED OR HEEL CHNR RAMP 9' 1'-9' sores DF sPILLwnr c (MINIMUM OF 1.0 FOOT). TDP ELEVanON OF srDRNwATER E. A TRENCH SHALL BE EXCAVATED APPROX. 4' WIDE AND 4' DEEP
FUTURE TOP OF BERM qs WASHED srONE NIN RMIN Nobs: AROUND THE OUTSIDE PERIMETER OF THE STAKES -A 4
SIDEWALK secnoN A-A 1' FREEBOARD MIN. 1. DRIVE STEEL FENCE POST AT LEAST i6' INTO F. USE 12 GAUGE WIRE, 4'x 4' OR 4'x 2'. sa10 cROUeo WIRE AND FABRIC SHALL BE STAPLED TO THE WOODEN STAKES
3'NIN r FLDDD srDRADE zDNE I (NAX) z. wooD PDSrs ARE NoT ACCEPTABLE (FABRIC FASTENED TO THE WIRE AT THE TOP WITH WIRE TIES) OTE%TILE UNDERLINER OR 1 3'MIN.
SECTION-AA DEPRESSED CURB IF STONE DIA.> 8", PROVIDE GEOTE%TILE UNDERLINER OR 4° (MIN.) X57 WASHED STONE BEDDING MATERIAL. 3EDOING MATERIAL. ~ SEDIMENT STORAGE ZONE(TOTAL BASIN CAPACITY) / 3. USE STAPLES 1~ APART TO ATTACH FABRIC WITH H' GF THE FABRIC AND 4' OF THE WIRE EXTENDING INTG Ta "Hac WIRE" THE TRENCH. THE HEIGHT OF THE FILTER BARRIER SHALL BE
f 1.5' MAX. SEDIMENT DEPTH EXTRA POST IN MIDDLE 4. BAFFLE SPACED AS PER APPROVED PLAN. IS' MIN. AND NOT EXCEED 1H'. "Hoc WRE ArrncHEO of aPENmc G. THE TRENCH SHALL BE BACKFIELD WITH SOIL COMPACTED OR
TYPE B PROPOSED OR 11'-4• PIPE OUTLET TO WELL- DEFINED CHANNEL ql RIP-RAP TO POSTS WITH LENGTHS of WRE FABRIC FaLDeO CRUSHED STONE OVER THE FABRIC .D CHANNEL HORIZONTAL METAL POST
1' WIRED SECURELY TO VERTICAL OVER HORIZONTAL IS'MIN~ B'MIN~ POSTS POST MIN. 9'*®S4i6~1lTBd !
SIDEWRALK 4'-0" 3'-4' 4'-0" °~o VAR SLOPE NO TO IXCEED 12:1 TOP OF CURB °O®°~$ ~ 24®° p` STAKES ~~~~5O ~ °d'®° MAXIMUM LEVEL OF SEDIMENT COLLECTE?- BAFFL.E N JTALLA TON - JTEP ~ HORIZONTAL POST DR(JP INLET WITH GRATE ®®`a c bra®®i
A~00°p CLEAN BASIN WHEN THIS LEVEL IS REACHED FENCE AND FABRIC ~~0° BURIED IN 1RENCH WIRE 11
B D°ODD~D ep - ~ B FILTER FABRIC
WHEEL CHAIR RAMP a° D ~ ~ D STANDARD GUTTER LINE ° v ~v v ° CURB - CHANNEL BOTTOM ~ c c FABRIC CUT AND FOLDED 6°xfi" TRENCH, po PERSPECTIVE VIEW ovER THE HoRrzDNTAL BncMFILLEO AND ~ a $ r 1 51
DEPRESSED CURB 8 0° ° 000 °o O O FENCE POST COMPACTED po~~o° SEDIMENT LADEN RUNOFF
S~° ® °ow SECTION-BB °~~o~~° D ~o~ F ~ ~ \ ®I} rL` °O0 oeoe°O~~ 10®
a~~,`,~~~ PLAN NEW `K1° O ° (0w 3' SECTION AT OPENING GC,B°~d~Sdi14411i694
Ln Ln TOP OF BAFFLE SHOULD BE 6" SEDIMENT HIGHER THAN THE BOTTOM OF \ THE SPILLWAY
PIT BOTTOM of BAFFLE IN FILTERED WATER 1' 1RENCH AND TRENCH
WHEEL CHAIR RAMP FILLED WITH salt AND BURIED WIRE & FILTER FABRIC fgRTH 0, COMPACTED
1 2' IXPANSION JOINT A / 1/2' EXPANSION JOINT ° p~,q_q~ 0 ° geRM ) o
3~3tcoo°~°o°o°0 0 ~ SHEET DR OVERLAND FLOWS ONLY. GROUND SLOPE NOT TO EXCEED 5%. MAX. D.A. = APPROX. 1 ACRE.
^:.•.:'F~fKSPdS•ED • PROPO§EU~ t)R ° BAFFLE INSTALLATION -STEP 2 STORM DRAIN INLET PROTECTION
w OR FUNRE':: - 3 -4. - FUTURE secnDN D-e :•:P a SIDEWALK..... a SIDEWALK SEDIMENT TRAP SEDIMENT TRAP
~ a a o ~ ~ w I a
jn I IF STONE DIA.> 8", PROVIDE GEOTEXTILE UNDERLINER OR pj ~ ip GRASS 4" (MIN.) X57 WASHED STONE BEDDING MATERIAL ;EOTEXTILE UNDERLINER OR BEDDING MATERIAL
.•:.•:.~BACK•DF•CORB:.•. o STRIP
9 9 NOTES: _ a. _ : ? •a n• + , (1) d = 1.5 TIMES THE MAXIMUM STONE MAXIMUM STONE
= • .DEPRES D CURB ~ DIAMETER BUT NOT LESS THAN 6 '2, INCHES. T LESS THAN 6
SEE NOTE 2 & 11 (2) d t= 1' ABOVE MAXIMUM TAILWATER 4XIMUM TAILWATER
A OR TOP OF CHANNEL BANK (WHICH- INSIDE PEDESTRIAN PED. CROSS WALK EVER IS LESS). NEL BANK (WHICH-
CROSSWALK LINE (10' MIN) VAR SLOPE NOT TO IXCEED 12:1 (3) La =LENGTH OF RIPRAP APRON. IPRAP APRON.
PLAN VIEW (TYPE "A" WHEEL CHAIR RAMP) OUTLET PROTECTION tOTECTION
HANDICAP RAMP DETAIL
NOT TO SCALE
Thomas Phifer and Partners P r Brinkl + L Kimle Horn and Associates ~ ea ce a Cease ee L + H v n r PA a as a e e Peter Walker and Partners Stanfor North Carolina Museum of Art Site Stormwater and N.T.S. Stanford White Associates
Y pp Y
New York Ralei h Durham Ralei h Berkele Ralei h 9 9 Y 9 Erosion Control Details 1 SEPT 2006 Ralel h Ralel h North Carolina g g.
212 337 0334 919 836 9751 919 419 1199 919 677 2000 510 849 9494 919 832 919 832 8118 SCO Pro~ect No. 040620101 Cl 07
J

THRUST COLLAR REACTION BEARING AREAS FOR HORIZONTAL WATER PIPE BENDS Ds No Issue Date
PROPERTY MINIMUM 36' HORIZONTAL CLEARANCE 'c' No BASED ON TEST PRESSURE OF 200 P,S,I,
LINE FROM ANY OBJECT, d•'4' ALL AREAS GIVEN IN SQUARE FEET. 01 Construction Documents - Package 1 1 Sept 2006
>a ~q. e ~ Z q
FIRE HYDRANT, PUMPER NOZZLE TD 02 Per SCO Comments And Site Plan Changes 25 Oct 2006
BE POINTED TOWARDS FIRE TRUCK ACCESS, Q'
• ' 00 J`' q ~ 0 ~ Q~ ~ ~ ? ~ ~ rOr' ~ x
~ TRAFFIC FLANGE BETWEEN
2' - 6' ABOVE GRADE 5' STDRZ I~ZZLE
5' 3'-6' CURB AND GUTTER ~ W a ti0 ~ Q J •400° ~ o° Q o° ~ oo ~ oo ?qoo ti~ ti~ v o°
SIDEWALK PAVEMENT :a.`~~Y::'•~ K. 3~' 1 9/16" OPERATION NUT 1' ~ .~1 _ a ~ti 0 ~ QO ~0 ~0 0 ~0 0~ ti~ q~ Jo Q Jo Q ~o aJ ~0 ~0 ~o, 2ATIDN NUT lg ~ -
1••' Z 0 6° to - pP ~
~ VALVE BD 6' GATE VALVE 3,3zs• UNDISTURBED SOIL ~ - •'a ~ 11 1/4° 1,108 1 1 1 1 1 1 2 1 - 3,325' D d..i,' ~
~o COMPACTED BACKFILL CONC, THRUST 18' • Ro .ww: • o o~ ° : • o° ° _ • a„ ii, r ~ 22 1/~ 2,207 1 2 2 1 1 1 3 1
3181' iu (TAMPED IN 6' LIFTS) BLOCK -3,181 'r!:., ;'w• •i. V°'Ir:.',+ ~Li:..,..' •°g ° •;p '•i; '":•.i ; M„w' ""•''w'. ;~~;"''Y~''w..^ o °o - ~R•'• ~ ° 45° 4,328 2 3 3 1 1 2 5 1
• • 3070 . - 3.00• • • o - , ;4• • •a: a Z 90 7,996 2 4 5 1 1 2 B 1
GROUND UNE 1 ~ 6' MIN, BRANCH PIPE z,soo• ~r ~ z PLUG 5,655 2 3 4 1 1 2 6 1
MAIN - 2.500• 'S• w W .h{~ w•: •+h i::. :~'M 0 ~ lJ•I ' 1; :r .ti oa ~~s;r~ '~~r.4•, .1• H 8r , d,~~ o J
~ NOZZLE W/ STANDARD Z 11 1/4 1,970 1 1 2 1 1 1 2 1
RALEIGH s/16• ' ' i .''Y " Q 22 1/~ 3 922 1 2 3 1 1 1 4 1
CONC, SETTING SLAB 3/4' HOT DIPPED 1,- 0, THREADS SEE ~g::"~~;1~' • ~:`';R;;•jc~ a:• ~~ni••'.' ~:ti'~»+?~ J N~ 45° 7,694 2 4 5 1 1 2 8 1
1'-3'x 1'-3'x 4' THICK ALVANIZED BRIDLE DETAIL W 6 ROD MAY BE COUPLED 15/16' r •°0° °0` ° 90° 4 4
3000 P.S.I. CONCRETE ONCE, 3' MIN, 3' MIN, 14,215 B 9 2 2 15 2 Le 'Y' BAR L Legend Notes
THRUST BLOCKING 7 CU. FT. CRUSHED 1 CLEARANCE .B. CLEARANCE PLUG 10,053 3 5 6 2 2 3 10 1 6 THREADS ~ ~ r
NOTES STONE MIN, NDISTURBED EARTH, PER INCH REINFORCING RE9UIREMENTS 0 12 Lo. rR~ RERAR soE ar lAR LEIGiH •x• HM vemrt •w lAR LEIGiH ^r aw velrlir Na Ro71RER w 11 1/4° 4,433 2 3 3 1 1 2 5 1
1, FIRE HYDRANT SHALL BE AS MANUFACTURED MUELLER, AMERICAN DARLING, KENNEDY, M B, H, ~ ~ 6• - 8Y q e-r. au P1PE LG13 LRS/FT 1'-t• Ll LR& EAW x-E4, Y~1R !1/ L.L ~ aw 22 1/~ 8,826 3 5 6 2 2 3 9 1
WATERDUS, CLOW, EAST JORDAN IRON WORKS, OR US PIPE, IR' L Rn°tn' K 8'-C• as PRE L5G2 LRS/FT 1'-3' L9 LB8 EACH X-RI, Y-1R ~ ~ < a
2, BRANCH PIPE SHALL BE DUCTILE IRON AWWA C150-96. ~ W 45° 17,312 5 9 11 3 3 5 18 2 THRUST COLLAR AND THRUST SCHEDULE Z y a J ° u a o
3, 6' GATE VALVE SHALL BE AWWA C500-86 OPEN LEFT, 4, STEEL RODS AND BOLTS SHALL BE 3/4' HOT DIPPED GALVANIZED, ~ .M .r. ~ a Z ~ o c p ~ 90 31,983 B 16 19 4 4 8 32 4
5, FIRE HYDRANTS WILL BE INSTALLED IN TRUE VERTICAL POSTION, ,e' 1 p'gt.l' ems' r-r s• ~ m ~ ~ i y ~ • w ~ PLUG 22,619 6 12 14 3 3 6 23 3
6, RODS SHALL NOT BE COUPLED MORE THAN ONCE, IF THE LENGTH FROM THE VALVE TD THE l..) OWO Zf U313~bW 16" L1.1 J Jp J F~pgU °
HYDRANT EXCEEDS 20FT, THEN A MECHANICAL RESTRAINING GLAND WITH A REHAR CAGE SHALL BE INSTALLED ND MORE THAN IOFT FROM HYDRANT AND POURED IN CONCRETE, I/J a a a„gxWZz J 111/4 7,881 2 4 5 1 1 2 8 1 ~ aiyauy~aF~a~
7, FIRE HYDRANTS TD BE LOCATED IN ROW OR 2 FOOT EASEMENT ADJACENT TD ROW, 2 1/2" OUTLET THREE -LET THREADS w W~ W Q W Z; 22 1/~ 15,691 4 B 10 2 2 4 16 2 \ ~ W WKw Iq F3a.WaU'
Z ~ ~ °j' Z a" vi i g x z 45° 30,779 B 16 19 4 4 8 31 4
~ ~c°~L°i~~~a~w~aao 0 - o . o o . ~ . a ~ . x J 90 56,861 15 29 35 8 B 15 57 6
CITY OF RALEIGH CITY OF RALEIGH lJ_I Z.i Nq7 mN OH°R1Nq ,q PLUG 40,213 10 21 25 5 5 10 41 5 W
ANYTIME SITE WORK, CONSTRUCTION, ROAD WORK, DEPARTMENT OF PUBLIC UTILITIES OR ANY OTHER WORK CHANGES THE GRADE OF DEPARTMENT OF PUBLIC UTILITIES DEPART CITY OF RALEIGH CITY OF RALEIGH - •,~•°•,•a• ~ CITY OF RALEIGH
THE FIRE HYDRANT, THE PERSON RESPONSIBLE STANDARD FIRE HYDRANT WITH FOR THE WORK IS RESPONSIBLE FOR ADJUSTING STANDARD FIRE HYDRANT HYDRANT DEPARTMENT OF PUBLIC UTILITIES = ~ ' REACTION BEARING AREAS ARE IN sguARE FEET CITY OF RALEIGH DEPARTMENT OF PUBLIC UTILITIES .~d~'•.':.• d. DEPARTMENT OF PUBLIC UTILITIES MEASURED IN A VERTICAL PLANE IN THE
THE FIRE HYDRANT TO STAY WITHIN COMPLIANCE, S" STDRZ PUMPER NOZZLE HYDRANT OPERATING NUT AND :'.'Q•,`:°; TRENCH SIDE AT AN ANGLE OF 9~ TO THE THRUST DEPARTMENT OF PUBLIC UTILITIES
INSTALLATION DETAIL DWG, ND,REVISIDNS DATE REVISIONS DATE 2 1/~" DWG, ND. REVISIONS DATE REVISIONS DATE _ _ _ _ r THRUST BLOCKING DESIGN DATA ~a•~°'~~ STANDARD THRUST BLOCKING VIEWS vECrOR, THRUST BLOCKING DESIGN 2 1~~ OUTLET THREADS FOR WATER MAINS - • • USE 6' 9(P BEND VALUE FOR HYDRANTS FOR - eV' ADDITIONAL SAFETY FACTOR, QUANTITY TABLE
ABB 4-6-04 W-5 RRH 3-31-00 DWG, ND. REVISIONS I, REVISIONS DATE REVISIONS DATE DWG, NO, REVISIONS DATE REVISIONS DATE 9• .v • DWG, O, REVISIONS DATE REVISIONS DATE 3-1-87 A,B,B -13-04 RRH 1-21-00 RRH 3-31-00 DWG, NO, REVISIONS DATE REVISIONS DATE ~E
W-4 W-6 RRH RRH 3-31-00 W-~ W-9 D,W,C, 9-7-99 W_10 D,W,C, -23-9
wow w w qy
Z H aW ? ,d
PwOJ V1gH =W ~ ~ 20"' Y J y W V1NJ ~ ~ H Z ATE/TAPPING VALVE
q w M J H ~W aqW V1 V1} W H ~W ~
H J W d F d H 3 F Y W ~ q • FINISHED GRADE
as o}avQir~n q z W W U~ w D.. ~
? 7 W ~ FWq J .'p•.'•• ~ Z ..I ~ NEW CONC, TD BE 3000 PS SAW CUT AND REMOVE , ,
w Qo ~ qJ ..4.: w w ~'4 .D•' o o EXISTING PAVEMENT . 0 o EXISTING CONC, ;
0! Q) ~ z X W Z Y re ,PQ y H ..a n~ V 0 .a.. W N NO!WU~ Z ~ 0 0 ' 0 1'-0' NEW ASPHALT SURFACE COARSE
~ w m Q x a x a} n' •'a•.. o rA NyHwF '.,P ~ D 4:0. a, o 0 0 ~ EXISTING PAVEMENT 2 MINIMUM EXISTING PAVEMENT
W ~W W Jn L~ W n •v• 0 N ~ F L.L ? N J y ~ iR! ~.m'i•,~ ~.y_~~! •.a.~i,••. '•'i.•.:, I .D:~i• i•."K•. ~ • i•.a.:i • i•.d.:• i•y0 .•.yd'; .u.yJ ,...e.~ w•::,a y.~l.: .u.y.a is
w w o w w cu~~aoao zLQizv.~•P .o ~ ~ ~ F f °z a /'i.:A`: /'Y.:A~: t'1 .s . . •e'. !'a'.1.•1' • • •.1.' 1'M:.C . ,1•' .S • 1i I; 1.;x:1: 1'>.~p a i °oa~ a ^ 0 1. ~ . ~ 1. (.a.' : ? Vi'''a: '•y Y' y. . .<,1.; . _C o 'i' I; IA Y.11; 1. '1 Yt;l. • • • • • x:14; 1, .'1;1 ;1. .I;1. O,~;i. •'I.iy 'y'«,• ~ UNDISTURBED SOIL ~ ~ : 6 i,?'P . it : i. 1.1 •4 . % : i. /.1'f .
~ .•Q• ~ z ~ 'Q ' a a ~ v J= am a • ° ..o. i?' BELOW EXISTING ° ° BORE 1 1/B' DIA„ 1'-0' EXISTING
w y ~ q w J~ TOP TOP VIEW , ON CENTER ALONG CUT '-0'
nq W J W o q ~ Z q~ J a W 0_ 0 o Z 6' COMPACTE SUBGRADE BACKFILL 1~_ . 1' 0• & DOWEL W/ #4 BAR
¢ a ¢ ° a Z o a w a vyi vZ l7 Z L7 QZ l7 ~ ~ H ? Q U NO, 67 STONE TY • , P, ' EXPANSION JOINT UNDISTURBED SOIL
a y> ~o o! W ~ gagZ MATERIAL, MASTIC COMPACTED FILL BACKFILL, TAMPE
o a z ~ q z 0! F o W w w 3000 PSI SOLID CONCRETE . , SEALANT, AND DOWEL IN 6' LIFTS , IN 6 LIFTS ' • ' • • • • '
~ ? w o ¢ ~ y = ~ ~ ~ SHALL BE USED AS FOOTING FOR J q ? } a w ~ ~ ° w = DUCTILE IRON PIPE, ~ ww ADHESIVE AS REQUIRED PIPE
wo_ z ° Y ~ W F ~yoa3 PIPE BY NCDOT STANDARD SPEC SPECS,
v~i~ a ww o o U ~ U aovN~~ ~ y q W w} 7 ? HJ H NO~mnN W? H H VALVE
v ~ x ~ ~ w ~ w ~ ? P4 A ~ ~ `0• o a; w P4 y o FLANGE ? q qq ¢ 0 cn.. 7W ~ F ~r~M~ J F q Pv 'LANCE UNDISTURBED SOIL REFER TD W-3
rox z a~ w w x ~ v~iz3 Jy ~ y J w a w ? •a 0! ~ W lJi ~J Z 0_ p W Ua = F J } 4. V., M,J, FITTING NOTES ~ 1'
a w ww ~ a z x wF x ¢z =~z z~ q y O? w 6• •'••e, SEE W-3 1, The averoent cut shall be defined b astral ht ed e P Y 9 9
qww Hy U 0!3 ~o a z J z d J L7 ? g W ~ J W Z w ~ a 7 w y U a ? Q ~ ExI TING and cut with an approved saw cut machine, 2, The trench subgrade roaterlal shall be backfilled
d Qy, F H L~ F.. f V1q Who U?= PO J F U O! i-i i--i J W N A ~ ~ x W W J~ W l7 Z A..a ° 0 fA L~ ~ Z Vl q 1a7 W J PO ~ J 3 F o ~ W Z 2 J o• .D• . ' .Q~ G• with suitable ronterinl and compacted to a density ° 0 0 of at least 95% of that obtained by compacting a 6' OF #67 STONE /MINIMUM SIDE
sample of the roaterlal in accordance with AASHTO WHEN ROCK 6' O4D, OF PIP 6' CLEARANCE
~ zxf~ a z ° „ o~w qx w z a w ~ ~ A ? ~d . Uay a~ ? a = f ~ ~;d. • • ; •e T-99 as modified by NCDDT, OR WATER IS
a w ~ - y y q :4. ~d'•~'•'4 NOTESi 3, The final 1' of fill shall consist of ABC 'r material coro acted to a densit a ual to 100% ENCOUNTERED . •V° r.. P Y q
J H y y Z~ W a? •0' . ' ~ ° 1, See City of Raleigh standards for trenches and pipe bedding of that obtained by compacting n sample of the
~ w ? J ~ ~ TAPPING SLEEVE o_ Fz .e, wzv~iv~i W-3 for additional details material in accordance with AASHTO T-80 as
o U~ a ~?w~ U F~ ~.e.•6 w y U a F SIDE 2, Pavement cuts within NCDOT ROW shall conform to the approved on site modified by NCDOT, encroachment permit, 4, The entire thickness/ vertical edge of cut
q vl w ~ „ ~ z w w ~ w SIDE VIEW shall be tacked, NOTES 3, The pavement cut shall be defined by a straight edge and cut with 5, The same depth of pavement material which exists 1, Trenches requiring shoring and bracing, dimensions shall be
L7 L7 y 0 J ~ e 9 L7 N f0 ~ ? z w 3 ~ an approved saw cut machine, shall be reinstalled, but in no case shall
~ ~ ~ w ~ ~ q a ~ ' NUTES~ 4, The trench sub rode roaterlal shall be backfilled with suitable material and the asphalt be less than 2' thick, taken from the Inside face of the shoring and bracing, 9 compacted to a density of at least 95% of that obtained by compacting 6, The asphalt pavement material shall be Installed 2, No rocks or boulders 4' or
y ~ Y~ z~ N a o! ' P ° CONTACT q ? a > J = J 1, CONCRETE SHALL NOT a sample of the material in accordance with AASHTO T-99 as modified by NCDOT, and compacted thoroughly with a smooth drum roller larger to be used In backfill,
w ~ ~ w ? ~ a BOLTS OR ENDS OF MECHANICAL ~ q CITY OF RALEIGH U o ~ w CITY OF RALEIGH JOINT FITTINGS, 5, The final 6' of fill shall consist of ABC materall compacted to a density to achieve a smooth level patch,
o j ~ o DEPARTMENT OF PUBLIC UTILITIES ~ ~ ¢ F ~ q 2, SEE STANDARD REACTION BLOCK DEPARTMENT OF PUBLIC UTILITIES CITY OF RALEIGH equal to 100% of that obtained 7, Refer to City of Raleigh standards for 3, All backfill material shall be
~ a ~ F " ~ ~ ~ F a ~ DEPARTME _ ~ TYPICAL 4 8 DOMESTIC WATER o! w w?wJ v~~ TABLES, W-10 AND W-11 FOR a z = W .•.'.a~.•~'.~~. AREA OF CONCRETE REQUIRED, 4" - 24° DEPARTMENT OF PUBLIC UTILITIES by compacting a sample of the trenches and pipe bedding, w-3, suitable native material, material in accordance with CITY OF RALEIGH for additional details, CITY OF RALEIGH 4, Backfill shall be tamped In 6'
~ > METER BYPASS INSTALLATION ~ y ~ STANDARD VERTICAL BEND 4" - 24" STANDARD TAPPING AASHTO T 80 as modified by NCDOT, DEPARTMENT OF PUBLIC UTILITIES e, No Hand Patching allowed, DEPARTMENT OF PUBLIC UTILITIES CITY OF RALEIGH 9, P°vement cuts within NCDOT ROW lifts, DEPARTMENT OF PUBLIC UTILITIES
a ~ DWG, NO, REVISIONS DATE REVISIONS DATE SLEEVE a a D,W,C, - - DWG, NO. REVISIONS DATE REVISIONS DATE DWG, NO. REVISIONS SLEEVE AND VALVE ASSEMBLY STANDARD CONCRETE shall conform to the approved STANDARD ASPHALT 5, Achieve 95% compaction in
W-29 A.B.B. -30-04 ABB 4-6-04 tEVISIONS DATE REVISIONS DATE PAVEMENT PATCH DETAIL on site encroachment permit, PAVEMENT PATCH DETAIL backfill, TRENCH BOTTOM DIMENSIONS & BACKFILLING 3-1-87 D,W,C, - - DWG, NO, REVISIONS DATE REVISIONS DATE DWG, NO, REVISIONS DATE REVISIONS DATE REQUIREMENTS FOR DUCTILE IRON VG
W-12 W-14 Y.C.A. f,C,A, 2-31-9 RRH 3-31-00 RRH 3-31-00 11-1-99 DWG, NO, REVISIONS DATE REVISIONS DATE
W-1 A,B,B, - - W-2 RRH -31-00 - - 3-1-87 RRH 3-31-00 ATE 31-00
W-3 - - ABB -15-05 15-05
APPROVED METHOD FOR EXTENSION OF VALVE HOX NOTE4 2'x 2'x 6' CONCRETE
wo} w PAD REgUIRED ON ALL VALVES, w s 9~' NO PRECAST CONCRETE DOUGHNUT ALLOWED, i ~
4" 37" 4" ~ w J ZYW HNPJ7 8~' • a a ~ V. s ~ J cW P
a F Vl y o18s a a ti CAST DATE C . o; . 4" TYPO 4,_0,/ ~W q
w f DATE D ~ ~ p•• o W J ~ w SEE STANDARD W-18 . D • ~G gpy~ W W ~ rc II ~ FOR COVER DETAILS, a , e / TYP 4X ~ r,"~, ~ ~ = z , i a o ~ a
?a~ ~WO: ATE 2 ~ J Q U a F° uii Q~~ ~ m
4" za Q~~ ~°yJ o3w 'a •d• a x y in Manufacturer .a a•: o• a .~4 w o ° w ~ c I w Z
?a~ a~? P .p wy z~u y °a >W a a. L9 z
moo!, ?z y?ro 4:• za MD/DAY/YR + + + + J q a ~ a W ° STANDARD VALVE BOX + + + + + + ' W 3 ~ a " ~ > y a > ? ~ °C~ ~ m 6~ , wq~a w~ w~a ° 03 Y m 03
w ..a q s H J H Q TOP SECTION TD BE ~ 2 ~ y W > i a o > iD• a ~ a ° o ~ oJO o 00.55 35 DOMESTIC + + + + + w o J o ~ ~ rc y y'o ° ~ z Y m F J wo
10" 27" ;a. 3 ~ ~ ~ U ~ ~ qW 80 LBS, HEAVY WEIGHT CASTING + + + + + q a ~ j ° y ~ a ° w ~ a o 3 ~ + + d v,FZ vwi~wa Ewa wo rc~ Vl R' 7 W K W
aw w? D. W 2 ~ q q \ + + ~ O ZW• W w4.7 J1F h IW PAVEMENT ~ S ALUMINUM LSD f a = w ~ ~ z ao o. ~ F ~ a a ~ ° a w = W H OC
? ~ ? w a w aao 3 wrcya spa rc~ J
.a• ~ ~z wa z VALVE BOX . } a• 1 ::.a::.:~ C u 4
~ W W ~ U a 4" q Q ~ ~ ~ 1 •t COVER 'r:l:•a• 1 :;:o°•
a. W w w o a a ~ i~6' 18" , W LI H >
e t: i, 0 lbs. .:a ¢ ~ ° w o ~ F ea a w w a w PLAN VIEW VALVE $ BOTTOM VIEW BOX • ~ A w
e F, ° as wF rwn ~~w a ! • W H a'
T1net,n„a® X ~ _ Z ,r ~ } Vl Vl i i ,USE 5' SOIL PIPE _ ~ _ ° ~ ~ ~ ~ ~
® - ~-5 Cast f f 4': a w ~ F w ¢ ~ ~ P° ~ 2~~ J FOR EXTENSIONS ~ ~ ,.a ~ "a 00 = i
F?y o 2 D I F J S pip " . Q a' W Z f Hallida S1R2535 y z Aa W= TAMPED
e - to Grade -`0 :4 ~ _ ~ w ~ w F y ~ 'ontrctar 12° -TOP OF VALVE 0 o ~ o ~ y ~ ~ ¢ ~ 'v Typ Shape Access Door or Equal p: a o~ BACKFIL•L• ' _ , a
F.G. , ~ z ~ ? y 3 ~ 24 TO FINISH GRADE h> w a E w¢ w d ro D• ] ~ H J ' • , Do house W Slam Lock < A • B / W = K C ~ c N
s- s f PJ0 W 7 y~ D_ .Z. ~ W ' F y ¢ .4 • h F ~ PO Shipped Loose ..•e• ~ ~ i a - i i 4
9 ° F~ • za
? J H ¢ W = .n rva n/a ~ P
N.e.r. 4:. YW Ja L~ qq ~Z~,~ Vl Vl • °w ALV '••r,' Fo x) j WATER rc ~ wy °w ° ~ z
v~r, nxuns 10 W X 12 H w ¢ w w ¢ ¢ ? ~ ? ~ Z ~ 1~ 1~ o o W , ~ ~ a wi. F q 3 z Q W~
DOGHOUSE ?a' q > = w ~ ~ ~ ~ ~ ° ° o MAIN ~ x ~ ~y W W
T D• oo ?w ~j a~o!a w q - d 7 U , a a W _ STAB IN C.I. OR w y d a3 > ~ a a ~ TAMPED • w ~ y d 3
exiss1aw sr~ 6 L~ q ~ y~ ? d F z i ? Z L7 ~ W = L'7 Z ~ J ~ ~ ~ q ¢ Note - ~ ~ ~ D.I. PIPE GASKET BACKFILLr~ ' ~ ~ r ~ ~ ~ 3 rn Note 1 Water Lettering must be 1 / p w a . ~7 Ralsed (Recessed Flush) ~ - 6 ~ = w L? H
~ w ~ Z ~ ¢ J H Ralse NOTES 6° OF #67 STONE o~ w W a a q~ W w w ~ Q Note Note 2 -Valve Cover shall be 5' NOTES ~ w A A
~u o~ qwH L7W Z>aq ° ~ 2' done DIMENSION A ¢ ¢ ~ Note 1. METER AS MANUFACTURED BY domesticnlly cast, 5 1/a?'-5 5/8' 1> VALVE BOX NDT TO CONTACT WATER 12'W x 18'H ' ' 3 ~ A W Note 3 -Cover must have a minimum MAIN
¢fa UQq w? A~A~ > J welgY SENSUS OR NEPTUNE. 1 METER 13 " > > > ~ ~ a z w Note weight of 25 pounds, 2) ALL TRAFFIC CASTINGS MUST BE CLASS DOGHOUSE ~ a ~ + w w
" = w ~ _ ~ a ~ ? F ~ ? ~ SECTION VIEW Brea 2. BACKFILL TAMPED IN 6" LIFTS. 17 ~ w q ? w ? o_ ~ ¢ w ~ w Nreater- Cover must be class 35 or 3) FORGANY VALVES OVER 10' DEEP, A WEIGHT: 2 900 lbs. A Z a ,,,,~a > ~ Note 5 -Cover must meet or exceed VALVE STEM EXTENSION MUST BE USED TO ~ ~ A ~ N . ;e• w
3. REINFORCEMENT: #4 ®8 OCEW WATER ¢ ~ o! a ~ ¢ ¢ ~ ~ ¢ w ~ AASH 4. CONCRETE: 4,000 PSI ®28 DAYS MAIN ~ ni ~ v ui ~ ~ AASHTO H-20 load requirements, BRING TO A DEPTH OF NO MORE THAN 5'. W w ~ A STANDARD VALVE BOX 4) TOTAL VALVE BOX WEIGHTS MINIMUM OF w
5. ALL RPZ BACIQ~'IAW PREVENTION es LBS, NOTES ~ ~ ~ ~ A y > BOTTOM SECTION 1) REINFORCEMENTS #4 @ 6 OCEW ~ w F
DEVICES MUST BE INSTALLED PRIOR TO METER BEING SET. 2) CONCRETEi 4,000 PSI @ 28 DAYS ~ o_ o w
6) ALL COPPER SETTERS ARE TO HAVE CITY OF RALEIGH C CITY OF RALEIGH CITY OF RALEIGH 3) 6' OF #67 STONE SHALL BE CITY OF RALEIGH a ° Z ~ CITY OF RALEIGH PLACED IN BOTTOM OF VAULT = a
A BALL TYPE SHUT OFF VALVE ON CITY OF RALEIGH DEPARTMENT OF PUBLIC UTILITIES DEPARTMEI DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES 4) METER FLANGE SHALL BE DEPARTMENT OF PUBLIC UTILITIES = DEPARTMENT OF PUBLIC UTILITIES
BOTH SIDES OF COPPER SETTER WITH DEPARTMENT OF PUBLIC UTILITIES 5 1/4" HIGH RISE BYPASS THAT IS a REDUCED PRESSURE BACKFLOW 5 1/4" Valve Box Drop Lid VALVE BOX INSTALLATION PLACED 42 'BELOW FINISHED TYPICAL 4" WATER W TYPICAL FIRE MAIN DOUBLE s 7/e'-e' GRADE a
MANUFACTURED BY FORD, MUELLER, o TYPICAL 1 1/2 - 2 WATER 4" Skirt ~ s/e'-e 1/z' METER VAULT a DETECTOR CHECK VALVE ASSEMBLY AND EXTENSION DETAIL BLY
METER BOX INSTALLATION PREVENTER AY McDONALD. (NO EXCEPTIONS) DWG, ND. REVISIONS DATE REVISIONS DATE DWG, ND. REVISIONS 1 .VISIONS DATE REVISIONS DATE 10 1/4"-u' DWG, ND. REVISIONS DATE REVISIONS DATE DWG, ND. REVISIONS DATE REVISIONS DATE DWG, ND. REVISIONS DATE REVISIONS DATE ATE 3-99
DWG, ND. REVISIONS DATE REVISIONS DATE 12-31-91 - - W-18 A.B.B. 8-17-04 W-36 D.W.C. 11-8-99 ABB 2-12-04 Y.C.A. 2-31-9 RRH 3-31-00 W_32 A.B.B. -26-0 W_37 Y.C.A. 2-31-9 D.W.C. 11-3-99 W-17 _ _ Y.C.A. ABB 10-4-04 D.W.C. 9-7-99 •4-04
W-31
°°°j4vtiaar9aar ~
ud spBm
m ® Q r 1 51 °
134" sQ. P 6
FIELD ADJUSTMENT INSTRUCTIONS ®a' rC a~® oeas®O`~~~ q®a
1. REMOVE THE BODY FROM THE TOP OF THE INDICATOR POST ASSEMBLY. ~ ~DE9 t'IFFIE.-~ i"ixEp (~ualJ-SwIYS GG,~ R ~~**ll d
2. CUT THE REQUIRED LENGTH OFF THE BOTTOM E 6° DIA. 1' SQUARE MAX: 10" ~-~'+i . ~i.~e~, r~; ~:~s'ai,~u MIN.=T ~ ~x ~ . s~~ nv ~ ss2B ®9~SB4?~88SSSS8~0
OF THE STANDPIPE FOR THE GROUND LINE TO MATCH UP WITH STANDPIPE GROUND LINE MARK. SHUT EXTENSION SHUT ~ ~ ~~"',~J~~E~ #
BODY ~ ~n
3. CUT THE 1" SQ. EXTENSION AT A DISTANCE ~ OF 9" ABOVE THE TOP OF THE STANDPIPE. M ~ ~ I ~:h ® 3
4. SET THE "OPEN" AND "SHUT" TARGETS FOR THE ~ , ,.a;~~?~~h~
APPROPRIATE VALVE SIZE. ~ STANDPIPE ~~~~~,f j (PAINTED RED)
5. RE-ATTACH THE BODY TO THE TOP OF THE / ~ e~~r~~~~~m+~;~~s ~oa~~n~
INDICATOR POST ASSEMBLY. `Lp : %NISftE6. QtApE
6. ALL PIV(s) SHALL BE INSTALLED WITH AN GROUND LINE ~I
ELECTRONICALLY CONTROLLED TAMPER SIMTCH. GROUND LINE 1y' I~~N~~~~ A (f'~ ~F~ it 'I ~w
STANDPIPE e rv~~t ~ i~ + . a i I i'~ ~ - PAINTED BLACK ~n h>>ut ~ i u ~s I ~ ~i:~
( )
- ~ ~ ~ - freLL DRIP IN CAAVEL
2~ U MUUnN t f~~ i v' ~ ~ ~'"--,1lIRpST i r r u ~F~ ~oR FE2 F1 L!C IL . -OB'` 1i iii ,JiGC. 1~ arl;
Wa w 12° DIA.
POST INDICATOR VALVE SHALL BE ~ ~ LOCATED AT A MINIMUM 5-ft FROM BUILDING
.TYPICAL N17TES~
TO RISER ROOM ~-X~~~E~ PIPING ANII FIhI iN~~"u` TC'~ )3~ L~'dANIZEdI ~R
WITH EXCEPTION EE STORE CL~PdNECTION
2)-40' ~~~~X, f REIM ~1)C T~ ThUC!( ACCESS
3)-FNR NFPA 13R' SYSTEMS fc 1/c° RISER AND SMALLER) ONLY REQa
FDC RALEIGH THREADS (3,30 X 6 SHARPE V FC1L'M)
POST INDICATOR VALVI 4)-WHEN ~UIL?JING HT. IS ~GRE~tTER THAN 200' USE RAL, SIAMESE ATOR VALVE ASSEMBLY ~5)-AN APP'R~VED C~NNI•=CTIDN (TAPPING NDi APPkU'dED)
Thomas Phifer and Partners P r Brinkl + L Kimle Horn and Associates ea ce a Cease ee La as + Havener PA Peter Walker and Partners Stanfor Water Details North Carolina Museum of Art N.T.S. Stanford White Associates
Y pp Y
New York Ralei h Durham Ralei h Berkele Ralei h 9 9 Y g Ralei h North Carolina 1 Se t. 2006 Ralei h g ~ p g
212 337 0334 919 836 9751 919 419 1199 919 677 2000 510 849 9494 919 83~ 919 832 8118 SCO Pro•ect No. 040620101 J Cl 08

No No Issue Date
01 01 Construction Documents - Package 1 1 Sept 2006
02 02 Per SCO Comments And Site Plan Changes 25 Oct 2006
Le ~ g Legend Notes
NEW MANHOLES USE AN APPROVED BITUMINOUS BASE SEALANT THAT SHALL BE APPLIED Tp INDUS MANHOLE FRAME AND COVER rD FINISHED GRADE
SEE C,4R, STANDARD 5-25 THE TOP OF THE CANE SECTION TO PROVIDE F FOR MANHOLE FRAME AND COVER A WATER TIGHT SEAL 'IDE COVER 120 LBS. MINIMUM
~ ~ W ~ Q ~
> x •4' ;•a: ~ 1., o
> .d ~ . d ' . d'. y ~ ' A.v D A.v D ~tltlyf ltl itltlfR
? e ~ L~ v:',. Z 24 MAX , 1• Z ~ ~.e Z d. ~•O .•'4. ~ p ERMIT FINAL
Z s~ Vl Vl Z Z F ~ P RF BACKFILL QG 0
F Q X Q .O X Q Q F H d• X w ~ .r. ~ f ~ ~ ~
w ~ w ~ ~ ~ 4.'. w tL iu Q'., Q' A d
W d ~ . o ~ ~ H ? ? ECCENTRIC M.H. CONE MAY .N. y ? 0! Z Q' 'Q.,', BE USED pN 8' , 10' AND 3 ~ N UNDISTURBED SOIL
W P J ? ? ~ ~ y • J ~r e 1 l2' SEWER MAINS y Z F ~ , F ,:a~~ ~ ~ .s 3 1/2 21 ~
Z ••D ¢ . ~ ~0 ~ H 'D P' MANHOLE CONE AND BARREL o ° W
F F ~ M U ' ° Z SECTIONS SHALL HE AS PER y ~ 'v x 0! 0! ~ ? D • U . , a ~ ;a ASTM, STANDARDS r ~ tiF ~ o
X ~ 4 : ~ ? ? ? F ~ w L~ : ° ~ 3 'a Z '
` REQUIRED J fpA ~0 CE ' INITIAL l'•••~~•~~
~ I~ i0 Q : 4 ~ Q~ ~ : BACKFILL
o ? ; Z Q•o ~ a ~ • • 'D' RING SEAL • a OR RAM-NECK SPRING LINE #67 STONE
D o~,d°.~° o° °
y w 4 Vl .a 00 ° eo 0 HAUNCHING ~ PIPE GRADE ° ~ o$ oa °~,p0
4 • . ' is • • RUBBER BOOT e aLO Co• y_a ° • ° C ° ° "0,. 4' BEDDING e ° °8
•,•p 6 A..: • ; LATERAL INVERT SHALL NOT • ° . ,s • o !;s d K -BE LOWER THAN MAIN SPRING- 25 1/16' 1
• • LINE, MANHOLE NEEDS TO BE q Z Q , ABOVE 100 YEAR FLppD PLAIN W • ' • ° •'~'r '''t• ~ pR SEALED AND VENT TO BE 1' ~23 11/16' I MINIMUM SIDE
F } U •.Q . • • v • ' • ' ' 4, • ~ •.Q . • 6' ABOVE 100 YEAR FLOOD PLAIN, I~ TAMP WELL UNDER 6' D.D. OF PIPE 6' BOTTOM HALF CLEARANCE
y Q z p . q':'•, o D~.,•. a •,a: e • • ~ WHEN MANHOLE TOPS ARE IN W 0_ ? L~ EXCESS OF 3' ABOVE GRADE, q BUTYL-NEK OR OF PIPE
Z p 0 U H 9' pUTSIDE STEPS MUST HE ~ Q W 3 Z J U PROVIDED, SEE STANDARD APPROVED a SEALANT 7 1 / ~ 22'
• y vl W Q ~ o_ SECTION A-A ~ S-i?8 FOR STEP DETAIL IN NON TRAFFIC AREAS, TOP pF BETWEEN FRAME
Z Z ~ L~ H Z ~ ~ Q ~ q U p FRAME AND COVER SHALL BE J ~ ~ W ~ Q Q Q x Z > 1~ INSTALLED A MIN, OF 1' ABOVE AND COVER TYPICAL TRENCH BOTTOM DIMENSIONS FOR
1 J F~ PO Q H W y y~ Lj a Z .i FINISHED GROUND SURFACE, U J y 1` q a Q-' F Vl SDR 35 PVC GRAVITY PIPE
pq ~ F Q, W Z g W H H PO q q y b SEE SEWER DESIGN SECTION y ?U? Q_'p-'UF W 25 15/16' 1" 33 1/4' NOTES
1, For trenches requiring shoring and bracing, dir~ensions shall
_ ~ F ~ U . Z 0 H ? ~ F A •O °'a A MIN, 9' COMPACTED #67 STONE J~ W a Z W H W NOTES 5/8'X3' LAGSHIELD IN HOLE be taken fror~ the inside face of the shoring and bracing,
y~gaQO!JHW?gyyJl+J BASETpBEINSTALLED ~ , ~ H ? Vl , U ~ 7 Q q e• ~ UNDER NEW MANHOLE, 3iZiyZWy2 0 >I~ F DRILLED INTO CONE OR 2, No rocks or boulders 4' or larger to be used in initial backfill,
? ~ W H Z Z W N W ? ~ ~ ? W ~ . ; IN NON-TRAFFIC AREAS, TOP pF Vl J~ 2 x Q? Q W 1 2~ ? W F 1) ALL MANHOLE FRAMES SHALL BE RING WITH ANCHOR SUNK TD 3, All backfill r~aterial shall be suitable native r~aterial, BE DOMESTICALLY CAST DESIGN DEPTH AND 5/8'X3'
W L~ g H 3 J U F Vl Vl H 0_ # L~ v y FRAME AND COVER SHALL HE Y ; INSTALLED A MIN, OF 1' ABOVE 2) FRAME SHALL BE A MINIMUM HOT DIPPED GALVANIZED 4, Backfill shall be tar~ped In 6' lifts In traffic areas, 12' in ' WEIGHT OF 182 LBS, WITHIN LAG BOLT AND WASHER, non-traffic areas,
FINISHED GROUND SURFACE, Z N (`7 ~ U7 ~0 4,•, : D PUBLIC ROW AND 160 LBS,
CITY OF RALEIGH a CITY OF RALEIGH WITHIN EASEMENTS, 3) COVER SHALL WEIGH A CITY OF RALEIGH CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES MIN, OF 120 LBS, DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES
4) ALL MANHOLE FRAMES OUTSIDE OF PAVED SURFACES SHALL BE STANDARD MANHOLE COVER TRENCH BOTTOM DIMENSIONS AND BACKFILLING
STANDARD MANHOLE INSTALLATION STANDARD PRECAST SANITARY BOLTED TO THE CONE REQUIREMENTS FOR PVC GRAVITY SEWER MAIN
OVER EXISTING SEWER MAIN SEWER MANHOLE SECTION OR RING WITH A 4TE MINIMUM OF 4 BOLTS PER DWG, NO. REVISIONS DATE REVISIONS DATE DWG, NO. REVISIONS DATE REVISIONS DATE
DWG, ND,REVISIDNS DATE REVISIONS DATE DWG, ND,REVISIDNS DATE REVISIONS DATE -el-os FRAME, S_25 3-1-87 3-1-87 A.B.B. 2-9-05 S_5 TO NOTES 3-1-87 D.W.C. 9-3-99
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H H 0_A" y Q ~ J w 3 F CLEANDUT FERRULE WITH PLUG FROM BOTH THE BELL AND SPIGOT ENDS,
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Z ~ ~ a ° ° DEPARTMENT OF PUBLIC UTILITIES LJ w . a W ° DEPARTMENT OF PUBLIC UTILITIES CITY OF RALEIGH DEPARTMENT OF PUBLIC UTILITIES
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