20071431 Ver 2_Site Plan_20080409

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A m ~ o E-31 ELEMENTARY, BRYAN ROAD ~ ~ o
= o WWW.SMEINC.C M 0 o { < GARNER, NORTH CAROLINA
~ N0. DATE DESCRIPTION BY

GENERAL NOTES
sma ane
D CITY OF RALEIGH AT LEAST 48 1. NOTIFY ENGINEER AN ,
HOURS PRIOR TO BEGINNING ANY UTILITY CONSTRUCTION. cRAVEE ; architectus
plannlr~q irrterbr design
2. SITE/CIVIL CONTRACTOR SHALL EXTEND ALL SERVICES TO
WITHIN 5' OF BUILDING FOR CONNECTION BY PLUMBING ~ I
CONTRACTOR UNLESS SHOWN OTHERWISE. COORDINATE
CONNECTIONS WITH PLUMBING CONTRACTOR.
1 OUCH C1.3 ARE FOR WATER AND SANITARY 3. DRAWINGS C1. THR , Smal Kane Architects, PA
SEWER TO THE ELEMENTARY SCHOOL ONLY. ALL OTHER PROPOSED r
FACILITIES SHOWN ON THESE DRAWINGS ARE FOR CONCEPTUAL ' y 3105 glenwood ave suite 100
THE DESIGN AND LAYOUT OF OTHER UTILITIES r W y' W PURPOSES ONLY. , sleigh, nc 27612
(LE. STORM DRAINAGE ELECTRICAL, GAS, ETC.) ARE ON OTHER ' r y 'y 919.833.1994
DRAWINGS. j v j v WETLAND AREA ~ y I y y i J• W~ fax [phone]
4. EX. UTILITIES ARE LOCATED APPROXIMATELY. NOTIFY UTILITY ! 1 y y y y W
LOCATING SERVICE TO MARK LOCATION OF EXISTING UTILITIES y w J y y ' i J~ .Y ~Y W
, , W W y y y AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION '
ACTIVITY. CONTRACTOR RESPONSIBLE FOR FIELD VERIFICATION. ~ ~ y y ~ W
THE COST TO REPAIR THESE FACILITIES SHALL BE THE ~ y y y y
RESPONSIBILITY OF THE CIVIL/SITE CONTRACTOR. ~ y w W J y y ' ' 1 .L 1 1 1 ~ I / ~ ~ ~L 3' y J- Sheet C 1.1
5. BUILDING SEWER/SEWER SERVICES SHALL BE INSTALLED ON y y W ~--------------------------------------------------------------------------------------------I I I
I ' I i ~ y V- J- y y W A /8 PER FOOT MIN. GRADE UNLESS SHOWN OTHERWISE. , , y y W ~4 I I W I I
I ~ V- y y V y y J W y y I I
6. SEWER LINES NOT IN CITY OF RALEIGH EASEMENT SHALL BE ~ W w y y W W J. W , ~ W J W W WETLAND AREA ; ~ THE WOOTEN COMPANY I W I I
CONSIDERED BUILDING SEWER AND SHALL CONFORM TO ~ 1 ~ ~ y~ y y y W i W J V y y y y y ~ i ENGINEERIN6IPLANNIN6ARCHITECTURE
N.C. BUILDING CODE. ALL SEWERS WILL BE INSPECTED BY J ? y y J. y y J y y y , ~ ~ ~ J y y y y y y y y I I I2U NGNdh Bohan Avenue Ra~igh NC 216Q3-1423
THE CITY OF RALEIGH. ' W W J ~Y ~ ~ 919.828.0531 fa><919.834.3589 RN=26as6' I W W y y ~ NV(Ek2521J'
y y I IN 25205'
7. FIRE MAIN AND DOMESTIC WATER SERVICES ARE TO BE INSTALLED I RN=263.00' ~ =253,10'
BY UTILITY CONTRACTOR INTO BUILDINGS AT LOCATIONS I 1 I
SHOWN, TURNED UP VERTICALLY, EXTENDED TO AN ELEVATION I I I ~ I
OF 1'-0" A.F.F. AND CAPPED. VERTICAL PIPING 90° BEND BENEATH ~ 1 D ODDED. COORDIN TE I ' I ~ ~ I
BUILDING, AND CAP SHALL BE FLANGED DIP AN R A ~ , WITH FIRE PROTECTION AND PLUMBING PLAN. ~ ; ~ y ~ WETLAND AREA ~ \y \ I pQ~~~~~bQ~~
' t , y m\ y
8. BACKFLOW PREVENTOR FOR DOMESTIC WATER AND FIRE MAIN I y y W~. y I DO YV OO~ M v y y y , ~ t~OO Q COO [nI~ l`~G~NJC~`~~ONnI
ARE PROVIDED INSIDE THE BUILDING. REFER TO PLUMBING PLAN. m y y y
I I W y y W I W W w
g. HYDRANTS LOCATED ALONG THE FIRE LANE SHALL BE LOCATED ' ~ W y
5'-0" OUTSIDE THE EDGE OF PAVEMENT MINIMUM, EXCEPT WHERE 1 , STATED OTHERWISE I ~ W m I ~ . ; ~
~ , I W W I I b;~'u,Y , ; , I I " y
NTS SH L MEET THE CITY OF RALEIGH ~ 10. ALL UTILITY IMPROVEME AL , I ~ 1 \ 1
PUBLISHED STANDARDS AS A MINIMUM. ~ ` ~;~y~Y ~ \
~ ` ~ r---- r------------- °Q----------- L A N D S C A P E A R C H I T E C T I - - \ ~ m ~ I
11. MINIMUM CLEARING/GRUBBING LIMITS ALONG THE SANITARY SEWER ~ , I I
OUTFACE IS TO THE OUTER LIMITS OF THE PERMANENT EASEMENT. ~ ~ ~ ~ I \ ~ McNeely Associates P.A.
CLEAR/GRUB TO CONSTRUCTION LIMITS AS NECESSARY FOR ~ y\ 5501 McNeely Diive
CONSTRUCTION. ~ i I ~ ~ ~ Raleigh, North Carding 27612
? ~ ~ ~ ~ y Phone: [phone] ~ ~ ~ ~ ~
12. MAINTAIN 18-INCH VERTICAL SEPARATION BETWEEN WATER ~ ~ ' I ~~WETLAND AREA i [phone]
- SEP TION ~ ' LINES AND SANITARY SEWER, AND 24 INCH VERTICAL ARA ~ , .t~ ,
BETWEEN STORM SEWER LINES AND OTHER UTILITIES WHEN CROSSING. ' o , I ~ `y ` I
13. ALL MANHOLE INSIDE DIAMETERS SHALL BE 4' UNLESS INDICATED ~ ~ ~ ~ y ~ CIVIL ENGINEER
i OTHERWISE. I ~y 1` I
,i 1_ \W\~ - NEW s° ~ ~ , , The Wooten Company
14. PROVIDE TREE PROTECTION FENCING ALONG EACH SIDE OF ? ~ WATER NNN I IW , 120 North Boylan Avenue
CONSTRUCTION CORRIDOR. , ~ ~ • i y ~ ; Raleigh, NC 27603
~ ; Phone: [phone]
~ I N w sEw~ ~ Fax: [phone] I I
i i 1 ~ I 1 ) I
i I ~ / / ~ I ~ I
I I ; I
~ I I
` ~ I I I / I
PUBLIC UTILITY QUANTITY ~ ' ~ '
~ i, ~ ~ ~ ~ ~R ~ 7~~~
WATER MAIN 2 800 LF ' NEW 12" D.I. ~ ~ , ~ ~ I i 1 I O.WR'fORA~p,^~. ~ , I , NdO
WATER MAIN ~ ~ it ` /
GRAVITY SEWER F 1,700 L . ~ }
` ~ ~ ' I ~ E~SCIi~L~Y I
. ~ \ I i I 1
I ~ I I ? I I
OWNERS ~ ~ I ~ j I
TY P I SCHOOL SYSTEM I WAKE COUN UBL C ' i
1551 ROCK QUARRY ROAD I--------- -
RALEIGH, NORTH CAROLINA 27610 f I
I - I , 1
I ~ I
EEGE~ID ~ 1 ~ ~ ~QC3~ C~ONJ~I~~ pN1~d~C~ s~~~100d ~~~~C~~
~
~ ~ ~ GARNER,. NC
SEWER I ~O \ , I ,
EXISTING NEW / / I
Q MANHOLE ~ - ~ ~ ` MULTI Pl1RPOSE , ~~p ®1 _ 3 , ~ Z PLAYING FIELD ~ I
p CLEAN OUT • I ~ 1
-SS- SEWER LINE Q f~ ~ '
~ ~ ~ I ~ i ENGINEERS PROJECT N0. 2710-W
WATER ATTENTION CONTRACTORS ~t C 1.1 ~ ~ ..~PF ~oc~a~o~~ yap
EXISTING NEW The Cons6vc/ionConbsi~or responsible forthe extension ofwater
and sewer, as approved in these plans, is responsible for ono I , , I O I I
pG GATE VALVE N the Cenda/Engir~~ggDeparfinenlat 831~9f0, and the ~ ~ SITE PLAN SUBMITTAL
Public U6/i6esQeaeibrie~ at 8~340D at least POST INDICATOR VALVE ON IHenl}_1bulh0u/s priorto beginning anyoftiieirconstruction. I I
~-pd FIRE HYDRANT ASSEMBLY -}N Failure to noti both C' De /5 in advance of innin I I 1 I I ~ I
fy dy pafinen beg 9 I ` I
a REDUCER/INCREASER ~ construction, will result in the issuance of monetaryljnes, and require reinstallation of any water or sewer faal~es not inspected I I I ~ I
o WATER METER ~ asaresultofthisnotiticationfailure. I I I I
~ PLUG ~ Failure to ~I for /non, /nsta//a0ownsbesmP/ug, have I ~ I
PermrlledP/ansonthe ?obsile, or any other lriio/a6on of Cilyof
- W - WATER I I~IF - W - v ,~u.~ ~a,.,,~„~,.n.s~.d~o., ~ c,:,a ~...rv z~ c,~.iM:.,..
n /IP/a/1~//VKI/IVP/VJ IIINIWYIl 111Q1///p P/IMIWJ/N/p LIfHiN/N/ from future work in the 0&ofRaf r*
120 60 0 120 240 360
' I 28 FEBRUARY, 2008
SCALE: 1" - 120'

- FIRE HYDRANT ' ASSEMBLY -
.E SHEET C1.2
~ ~ ~ 0' NEU' sma an e 5~0 NEUSE
~ ~ RIVER RIVER archite~e
ti , RI ARIA RI ARIAN planning
j B~UFFEI 1 BUFFER Interiordesign
1 0 NE ZO 8" D.I. WATER MAIN ~ , ONE ZONE
30' ~ UFFEIR BUFFER
NEW STORM DRAINAGE UFFER BUI TYP. 4' PAVED PL Y
FROM BC (SEE L SHEETS) A f c$ AREA 1 \
~ MANHOLE MANHOLE N0.7 Small KaireArchite~, PA
_ i ~ ~ ~ ~ STA. ~4 ~ STA. 'i4+53.83
FIRE HYDRANT ~ ~ ~ 2l4' 3 ~ 2t4° 39'50.13" 3105 glenwood ave suite 1~
ASSEMBLY ~ (1' INSIDE R/W, TY { / / sleigh, nc 27612
~s ~ 1 ~ ~ ~ s /
r / O / / / fax 919.83L--12993
. ~ 1 /
/ / 1 ' SANITARY SEWER OUTFACE / Ex. Prop. Line
~ i 40 CONSTRUCTION 1 ~ ~ Centerline Creek
~ LIMITS ~ ~ r
~ ~ ,
12 x12"x8" TEE 20 CITY OF RALEIGH ~ ~ _ PERMANENT UTILITY 2 12 GATE VALVE rte.
1 - 8" GATE VALVE EASEMENT ~ ~
1 ! ~ EXIST. CITY OF RALEIGH ~ PUBLIC 20' SANITARY " f
8" OUTFACE ! ~ SEWER EASEMENT THE WOOTEN COMPANY
r I ~ SANITARY SEWER ~ I NEW SIDEW~ -NEW SIDEWALK BM 2005 PG 122
~ (SEE S ~ HEET C 1.4 (SEE DRAY ~ ~ I (SEE DRAWINGS) ENGINEERING PLANNING ARCHITECTURE
FOR PROFILE) Ex. 8" Sewer Line 120 NoNYh Boylan Avenue Raleigh NC 2T603-1423
e ~ 919.828.9531 faz 919.834.3589
~ ~ MANHOLE N0.8 NEW STO DRAINAGE 1 ANTI-SEEP COLLAR \
~ ~ ` STA. 16 84.51 , SEE SHEET C3.3, C . ~ ~ 1 ~ /
AND C3. ~ ~ ~ ~ 1 5 ~ ` 1 l ~ Exist. MN
~ ~ ~ / ~ Rim = 263, 00
NEW RE HY ~ 1" IPF 20 SY BANK STABILIZATION k \ Inv. Out = 253.10' 1" IPF
ASSEM Y ~ ~ j` (PERMANENT) ~ 1 P ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
~ , `1 ~ j ~ o ~ DO ~0'~7 N1~C
~ / , ~ ~ Ex. Wetlands / ~ ~C'1~ 60~~4~~~4Q©~
~ 3/4" IPF L i ~ 50~ NEUSE I
~ f
2" R REL E ~ ANTI-SEEP COLLAR ,I Ip~ p,~ I!~
W/ "GAT VALV (PER DETAIL) ~ / ~ yg ~ ~ BUFFER i EXIST. MANHOLE
~ ~ ~ / I STA.0+00
- ~ ~ X89° 39'0.83" f ~ ~
~ ~ ~f ~
~ / LANDSCAPE ARCHITECT
\ ~ °g
~ \ ° ~ ~ ~ McN ~ eel)r Assoaates P.A.
~ \ \ f/ /,1 ~ ~ 5501 McNeely Drive
E , ~ Raleigh, NorOt Carolina 27612 Ex, Prop. Line / Centerline Creek
12" .I. WAT MAI - ~ ~ ~ Phone: [phone]
(10' I IDE R ,TYP.) Ex. Prop. Line ~ Fex: [phone]
EXIST. CITY OF RALEIGH
/ ~ ~ PUBLIC 30' SANITARY
j/;~ ~ SEWER EASEMENT/ CIVIL E N G I N E E R
NEW 8" OUTFACE / CONSTRUCTION LIMITS ITFALL / / / / / BM 2005 PG -122 The Wooten Company _
SANITARY SEWER
(SEE SHEET C1.3 fEC1.3 / f I ~ ~ 30 SY BANK STABILIZATION 120 Nortlt Boylan Avenue
FOR PROFILE) _E) ~ ~ / ~ \ {PERMANENT) Raleigh, NC 27603 1 ~ Phone: [phone]
1~ ~ I I ~ 3/4" IPF L MITS NSTRUCTION Fax: [phone]
! I 1 ~ 1 ! MANHOL~ N0.1
: i j S A.3+Q1.32 ~ ~~137°514'43.06"
I j !
I ~ i t 1 I
11
3/4" 1PF I~ ~ ~ E I ! ~ EUS
1 I j ~ 1 SQR~yERPN ~p~
1 ! ! \ \Q pR~ R Ex. Prop. Line ~ j R FFE ~ /Centerline Creek ~ c~
NEW FIRE HYDRANT ASSEMBLY NEW 12" GATE VALVE I ! ~ \ 6~ AQ~ ~tia® P~~
NEW 2" BLOWOFF ASSEMBLY j ! ! \ ZONE ~ Z030' 1
1 I / UFFE ' g~FER ~
! ! I ! ~ B / ~ 40' CONSTRUCTION
t ~ ~ LIMITS
I I I
i l I I 20' CITY OF RALEIGH
= N PERMANENT UTILITY I~
r j J ' _ EASEMENT L~
j ! j / ~ ~ Ex. Wetlonds
i~ I ,
j I ~Q~C~ C~ONJ~~~ pNJDd~C~
~ I ` ~ ~C~~IOOd ~17~~[~Gul
8" SEWER TO
BUILDING -~''P
tSEE SHEET -r-PSEW~R ,C , \ GARNER NC \ ~
C 1.4 FOR PROFILE)
/ i
~ / / l SILT FENCE (TEMPORARY) ~ 3 ~ V
/ / ~ ~ /
/ ENGINEERS PROJECT N0. 271-W
i /i/ ~J l / ~ ~ ~ ~ i ~ ~Q ° o
~ /

/ p~ ~ ~ / ~ MANHOLE N0.2
STA. 5+34.74
e. ~ / ~ ~ 210° 08'8.52" (SOUTH)
~ 263° 10'33.57" {WEST) f j I
40 20 D 40 80 120 S
tiF 9o~io c~
SCALE 1" - 40' MANHOLE N0. 9
/ STA. 100+87.96 ~ ~ / ~ 214° 39'50.13" 40 20 0 40 So 1~I1
c
SCALE 1" = 40'
19 MARCH, 2008 Q

IV C N G
1. TRIPE BOWL POT SINK - 28,392 CU.IN. TOTAL CUBIC INCHES
2. TRIPLE BOWL PREP SINK - 28,392 CU.IN. 76,656 CU.IN./231- 332 GALLONS sma ane
3. (5) FLOOR SINK - 7,200 CU.IN. 332 X .75 - 249 GALLONS 4. CAN WASH - 12,672 CU.IN. architecture
4. FLOOR DRAINS PEAK GALLONS • 249 + 24 plannirg
{4) CLEAN-UP - 20 GPM PEAK FLOWRATE GPM - 273 interior design
6. (2) LAVATORIES - 4 GPM RETENTION TIME = 5
-1365 GALLON INTERCEPTOR
MATCHLINE 2 -SEE SHEET C1.1 Smali KarH;Architeds, PA
i ~ i ` 5Q' NEU~E 3105 glensu~'~te100
SEATING CAPACITY - 339 ~ ; ~ j IVE ` raleigh,nc27812
339 X 2 X 1.5 X 1- 1017 GAL. = 1 ~ \ RIPARIAN 20' CITY OF RALEIGH ~I i ~ t ~ BUFFER ~ PERMANENT UTILITY g1s-a33-1ssa
1 fax [phone]
FIRE HYDRANT ?ING i 1,1 j II ~ I~ ~ EASEMENT
REFER TO PLUMBING PLANS 8 SEWER TO BUILDING ASSEMBLY (SEE SHEET C 1.4 ail
NEW FIRE PUMP HOUSE FOR PROFILE) I
(SEE PLUMBING DRAWINGS) -NEW FIRE HY RANT ~ I ~
8" D I NEW FIRE I NEW 8 D.I. WATER TYP. 11 ASSEMBLY ASSEMBLY ' t 1 \
NEW 8" BLOW OFF ASSEMBLY WATER MAIN FROM BC EXTENDED 10'PAST EDGE 1 ` ; ' 1
OF PAVEMENT 1 ~ 1 ~ ~ l
{FOR FUTURE MIDDLE W CP
SCHOOL SITE) z~° l
PLAY MANHOLE N0.10 6" RPZ BACKFLOW PREVENTER INV-289.00' 6" P C SERVICE AREA STA. 103+16.47 0.10 ~ ~ ZONE 2 ZONE 1 ~ ~ MANHOLE N0.3 .47 ~ ~ 1 i 30' ' sTa 8053;80 THE WOOTEN COMPANY
WATZ 909 RPDA OR OTHER ~ ~ SEW R INE ~ 90° 00'00" (WEST) (WEST) ~ i SUFFER BUFF .x.207 5431.48 EN6INEEAIN6 PLANNING ARCHITECTURE
APPROVED CITY OF RALEIGH .p CO ~ 90° 00'00" (SOUTH) ~ PAVED n ~ (SOUTH) ~ ~ ~ ~
ASSEMBLY PLAY ~ 120 NoY~I? Boylan Avenue Raleigh NC ZI603-1423 Uf I ~ 919.82&0531 fax [phone]
6" D.I. FIR O AREA CO I V-
12 x12 x8 TEE 6"x6" TEE 2 8.06 3 ~S-D ~ t
2 - 12" GATE V ES FDC VAUL TYP. 0 FROM Centerline Creek
1 - 8" GATE VE (SEE SHEE C 2.2) EDG OF BLDG. 1 - 12"x8" UCER \ Exist. Prop. Line
1 TAP 1 j /
- - TYP.10' ~ %1 ~ ~ p~~~o~oaa~~r
8"x6" CROSS ~ FROM FROM BQ' ~ ~ I D ~ ~ ~ ~ ~ ~ ~
1-8" GATE VALVE ~ BACKFLOW PREVENTER TYP.12'FROM 1-6" GATE VALVE W/ (SEE PLUMBING PLAN) EDGE OF BLDG. BLDG. ~ ` ~ ~ f~OG°~ C~O~I~4aNJ~4~Ob
POST INDICATOR 4" WATER METER AND BOX / I MANHOLE N0.4
W/ BYPASS (PER DETAIL) FIRE ~ STA.9+62.43 / / ~ ~ ~ 122° 41'25.14" ~ NEW STORM DRAINAGE RIP RAP
SWITCH HYDRANT
1-6" GATE VALVE NEW 4 DOMESTIC SERVICE ASSEMBLY C ~ j / (SEE L SHEETS) Y .
1-6 x4 REDUCER !2' BEHIND
SIDEWALK) /
FIRE HYDRANT ASSEMBLY , ~ SE SN ; ~ LANDSCAPE ARCHITECT
(2 BEHIND SIDEWALK) MOBILES SE LIN
NEW 6" D.I. c , ~
FIRE SERVICE 15° RCP c ~ McNeely Associates P.A.
~ C-0~ ~ \ ~ _ ~ ~ ~ MANHOLE N0.5 5501 McNeely Drive
~ STA. 10+68.93 Raleigh, North Carolina 27612
r~• 12 D.I. WATER MAIN NEW STORM DRAINAGE t ~ ~ ~ ~ 211° 14'3.73" Phone: [phone]
{SEE L SHE TS E ~ ~ O SEMB Y ~ ~ I Fax: [phone]
' GAT~ti ~
\ I I 1
NEW ' 1 I I CIVIL ENGINEER
ELEMENTARY
SCHOOL 1 =I I ~ _ e rne-Wooten Comparry II I
12 x12 x12 TEE FFE - 294.00 , 3 - 12" GATE VALVE TYP. 11 FROM FROM 120 Nortl~ Boylan Avenue
EDGE OF BLDG. BLDG. l0 i~ i 1 ~ ~ ~ Raleigh, NC 27603
~ ~ Phone: [phone]
~ ~ ~ ~ % ~ 1 8" OUTFACE Fax: [phone]
' ~ I SANITARY SEWER
J o-ae~ O ~ ~ ISEE SHEET C1.4
~ ~ i i I ' FOR PROFILE) ~y~
~ 12" D.I. WATER MAIN EWER BIO TENTION POND ' ! I I 1,1
(DISTANCE FROM 4" PVC SEWER
R/W VARIES) SERVICE, TYP. ~.3 rn - ~ : ~ 9 208
3 ! 11 I 40 CONSTRUCTION ppR LIMITS
BUS DROP OFF LANE FIRE ~ I pFS~~OgP'S~~P~RBft
HYDRANT
ASSEMBLY c ~ _ t i ~
(1' INSIDE 6" PVC SERVICE
R/W, TYP SEWER LINE ~ , ~ ,
,l ~ ~
CO CO .75' N ~ MANHOLE NO.6
INV-289 00' STA. 12+90.81
- - e~o~ i ~I~ y` ~ 167° 11'58.71"
. ~ ~1 1
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FIRDRANT ~ \ ~ ISL~'ISIIVIJ~l1V u1~111"t111
s; CARPOOL D OP OFF LANE
~n R .o ASSEMBLY = j \ \ NEW SIDEWALK ~~WOOL~
j \ ~ (SEE L DRAWING)
N H H v v 18" RCP 18^ . R
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~ FROM BC ~ ; ~ ~ ~ , ~ 1
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,1 ~ ~ I l I ~xP ~`1"l~31 V~
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FIRE HYDRANT 1 1; ~ ~
ASSEMBLY O ~ \ ENGINEERS PROJECT N0. 2710-W
t!l!lr11~~~ ~
MATCHLINE 1 -SEE SHEET C1.1 p~Q~
SITE PLAN SUBMITTAL
an ~n n an Rn ~~n
SCALE: 1" = 40'
28 FEBRUARY, 2008 ?

LOCATE EXISTING 12" WATER MAIN
OUTSIDE BUFFER AND CONNECT NEW WATER MAIN. REMOVE EXIST. sma ane
WATER MAIN AND APPURTENANCES
FROM CONNECTION POINT TO END. architecture
planning
PERMANENT UTILITY EASEMENT Interior design
(5' FROM ROW)
Wetlands ~
Pro ert Line ~ P y Small Kane ArehiHects, PA
~ i
3105 glenwood ave suite 100
~ ~ sleigh, rrc 27612
Ex. 18" RCP PROVIDE BANK STABILIZATION {20 SY) i 919-833-1994
~ ~ ~ ~ fax [phone]
~ ~ ~ ~ 50'Neuse Riparian Buffer
~ /
_ NEW FIRE HYDRANT NEW STORM DRAINAGE ~ ~i
~ SEMBLY ~ (SEE ROADWAY PLANSI
Ex. Fire
Hydranf . ~ ~ ~ NEW FIRE HYDRANT 12" D.I. WATER MAIN ~ c,o' INSIDE R/W, TYP.) ~ ~ THE WOOTEN COMPANY
~ _ ASSEMBLY
~ N NEW FIRE HYDRANT ~ O EN6INEERIN6 I PLANNINO I ARCNITECTUAE
m ASSEMBLY }r 120 NoNt'h Boylan Avenue RalPagh NC 21603-1423
Ex. 12" Wa er ain 919.828.0531 fax [phone]
/ ~
Ex. 60" CMP
W ~O
~ ~ Ex. 36" CMP 1 W
~ Ex. Sanitar Sewer y Q
~ PG°3C d~~tl~aWG°3~l ~ DO (v1~4 NJ~CE
~ ~
RYAN R~~ roa 60~~~~~c~~o~a B

Ex. 78" RCP
LANDSCAPE ARCHITECT
McNeely Associates P.A.
5501 MdVeety Drive
Raleigh, North Carolina 27612
Phone: [phone]
Fax: [phone]
CIVIL ENGINEER
- The Wooten Company
120 North Boylan Avenue
Raleigh, NC 27603
Phone: [phone]
Fax: [phone]
NEW FIRE HYDRANT NEW STORM DRAINAGE
ASSEMBLY (SEE ROADWAY PLANS)
~ NEW 12" WATER VALVE NEW FIRE HYDRANT 12" D.I. WATER MAIN cn
~ ASSEMBLY {10' INSIDE R/W TYP. NEW FIRE HYDRANT ) ASSEMBLY NEW FIRE HYDRANT
Q _ W _ _ ASSEMBLY ('r~ ~ ApR ~ 200
pEt~t.WAYEk019AUTY8RAN
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ENG~~INEERS~~iiPROJECT NO~~. 271(MM-W
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SITE PLAN SUBMITTAL
46 20 0 40 80
SCALE: 1" - 40'
28 FEBRUARY. 2008 13

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sma an e
OUTFACE SEWER PROFILE archiEeciure
r,
planning
o° 295 Interior design 0
295
o,
Q 270 270
• ~ d Sma6 Kane Architects, PA
P POSED GRADE ~ ~ Exist. Grade
290 290 H ~ 3905 glerrvvood 100
° sleigh, nc 27612
265 N 265 919.833.1994
° fax [phone]
u +O
285 ° 285 STflR DRAT 6 RVICE SEWER Q a

260 r 260
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w 280 280
N ~ ~I ~ 0.80' ~ ~r~~^ A ~ rn
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® N 275 Q - ~ ~ 275 ENGINEERINGPLANNINGARCRITECTGRE
Z NN ~ (al's 20 LF ONCRE 120 NG~h Boylan Avenue Ra~igh ~ 27603-1423
N~ / ~ ZZ u~ ~ 919.828.0531 fa><919.834.3589
O ~ Z~ ANT-SEEP OLLAR , N
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ZZ LANDSCAPE ARCHITECT
~ -
255 N 255 McNeely Associates P.A.
u 5501 Mddeely Drive
z 50 0 50 100 150 Raleigh, North Carolina 27612
Phone: [phone]
GRAPHIC SCALE Fax: [phone]
250 250 1"-50'
100+00 101+00 102+00 103+00 104+00
CIVIL ENGINEER
-The Wooten Company
120 North Boylan Avenue
„ o Raleigh, NC 27603
o ~ ° Phone: [phone]
~ Fax: {919) 8343589
v + o
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250 12501 d
500 ?Z? 6*00 7*00 800 9+00 10*00 11*00 12.00 13*00 1 14+00 15+00 16+00 17+00 19 MARCH. 2008 0

MANHELE FRAME AND COVER
PffW MANH0.ES USE AN APPROVED BITUMINUUS COVER I2O CBS. MINIMUM z ARIES z sma ane
BASE SEALANT THAT SHALL BE APPLIED TU SEE C.DR STANDARD 5-25 THE TOP DF THE CONE SECIIDN TO PRUVIDE ~ m W m
f0R MANHOLE FRAME AND COVER A WATER TIGHT SEAL. 1" 0 4" 4' ~ afChilBCbRe
5' U 5' phanning
~ RMIr ~ int~lor design
~a^ MAX o:P ' ~ o:~ o a PE RF o
~ ~tT f ~ ~`f ~y ~
~ ~ Q d i n'4 q 4 n, ¢ • _ - i PIPE
ECCENTRIC M.H. LONE MAY 23 lli'" ~l" 5' '4> P~ ~ BE USED DN 8' . 10' AND '9 12' SEVER MAINS. ~ O
> DI ~cn ~p p' MANHOLE CONE AND BPRREL j~ "C W~\ _ _-I I III _ _I " I' Small KaneArchih;!Gts, PA
SECTIONS SHALL BE AS PER O FO ~O~ O ° ° >.a ASTM. STANDARDS ~pACE 0~ A - ~ I-I ~ -III-I I = ~ I- 6 6 3105 glerWVOOd ave
W D.o ' X000000 0000000 REQUIRED ~ ~ )000 ESS THAN 3' raleigh,nc2 612
A; e: ¢ a'v 0 A q a ~ a ° "D' RING SEAL . SIDE 'd°''' 919'833.1994
i > ~ D ` UR RAM-NECK P 3/4' S 4' 4' a.' PLAN EI .p - ELEVATION : <'a .Q"• ~ - . ~ fax919~32-2993
>'d SLIP RESISTANT CLEAT °e •s. 'e ~ D.I. PIPE
; p>'~.~n RUBBER BUUT 251/16' '.'D d Q'~;., ' LATERAL INVERT SHALL NOT a._Q ~ BE LOWER THAN MAIN SPRING- 23 11/16' 1
°'d -`-LINE. MANHOLE NEEDS TO BE e ~ ° ~ 9 V ~ ABGVE IDD YEAR FLUCID PLAIN d o ..D e' e,,, ~'p ;~.,,°.o,'~ OR SEALED AND VENT TD BE I'
'o 'd, ' '.a,.a Q,'~I 'o~, 6' AHOVE IDD YEAR FLDDD PLAIN. $UT YL-NEK GR O O D' e ~ ~ " ~ ~ '1~ '.4~ C, ' ' ~ ~ WHEN MANHOLE TOPS ARE IN APPRGVED O ~ . .
E%CESS DF 3' AHDVE GRA?E. 7 I/2" 9" OUTSIDE STEPS MUST BE SEALANT 22' PRDVmE?. SEE srANnaftD BETWEEN FRAME 12 D,I, PIPE
SECTION A-A r s-ze EDR STEP nEraa. ]x AND COVER NON TRAFFIC AREAS, TOP CIF -I- END VIEW
INSTALLED A MINKOF~I~ABDVE ELEVATION FINISHED GROUND SURFACE. I" ~----25 (5/]6'
33 ]/a' • V ~:.~:.D:.. SEE SEWER nESIGN SECTION CROSS SECTION '
NUTES 5/8'X3' LAGSHIELD IN HOLE #3 OR #4 REBAR NOTES: THE WOOTEN COMPANY
A a'° ° a. A MIN, s' LEB~PACrcn ns~ sroNE DRILLED INTO CONE UR BASE 70 BE INSTALLED I) ALL MANHULE FRAMES SHALL BE RING WITH ANCHUR SUNK TO ° uxnER NEw MANHrBE. CORRUSIDN RESISTANT MATERIAL CONCRETE SHALL BE 3,000 P.S.I,
BE DOMESTIEALLY LAST DESIGN DEPTH, AND 5/B°X3' RUBBER, PLASTIC 1N NDrv-TRAFFIC AREAS, TDP DF 2) FRAME SHALL BE A MINIMUM HUT DIPPED GALVANIZED CONCRETE ENCASEMENT NOT REQUIRED WHEN PIPE IS AT EN6INEERIN6 PLANNING ARCHITECTURE
_d FRAME AN? LCIVEft SHALL BE WEIGHT OF 182 CBS. WITHIN LAG BOLT AND WASHER INSTALLED A MIN. of r AHDVL PUBLIC ROW AN? 160 CBS. CITY OF RALEIGH FINISHE? GROUND SURFACE, WITHIN EASEMENTS. LEAST THREE (3) FEET UNDER ~ OF CREEK BOTTOM. 120NDN4~BD~anAvenue Raleigh NC 27603-1423 CITY OF RALEIGH
d - ~ 3) CUVER SHALL WEIGH A CITY OF RALEIGH DEPARTMENT OF PUBLIC U `~D. .'4~~ M]N. OF 120 CBS. TMENT OF PUBLIC UTILITIES 919.828.0531 f~f919.834.3589
n,',' CITY OF RALEIGH DEPARTMENT OF PUBLIC UTILITIES a) ALL MANHOLE FRAMES ourslDE SECTION A - A STANDARD SLIP RE DEPARTMENT OF PUBLIC UTILITIES OF PAVE? SURFACES SHALL BE STANDARD MANHOLE COVER MANHOLE STEP DET IDARD SLIP RESISTANT
BOLTED TO THE CONE STANDARD PRECAST SANITARY SECTIDN DR R]NG WITH A DWG. ND. REVISIONS DATE REVISID IDLE STEP DETAIL DATE REVISIONS DATE
RRH 3-30-0 SEWER MANHOLE MINIMUM OF 4 BGLTS PER DWG. NG.REVISIONS DATE REVISIONS DATE 3-30-0
DATE FRAME, S 25 3-I-87 3-1-87 A.B.B. 2-9-OS S-~8 DWG. NU.REVISIGNS DATE REVISIDNS RRH 3-30-0
S-~D Y,L.A. 12-3]-92 ABB 2-21-05 RRH ~-BD_DD STANDARD SLIP RESIST RESISTANT STANDARD CONCRETE ENCASEMENT
STANDARD MANHOLE COVER 3 2 MANHOLE STEP DETAIL ST NDARD PRECAST MANHOLE ~ A DETAIL 4 FOR STREAM CROSSING G2.2 NOT TO SCALE NTS P a C~ d 0 ail U ~nI Q ~
C2.2 NOT TO SCALE C2.2 NOT TO SCALE DO b04 NJ~C~
C2.2 NOT TO SCALE ~oa~~~~~~o©~
'BSERVICE LATE! FINISHED GRADE FINISHED GRADE PAVEMENT OPTION IN SEWER CUNS~ 'SERVICE LATERAL MATERIAL AS REQUIRED IN SEWER CUNSTRUCTIUN/SEWER LATEALS BLIND FLANGE WITH STANDARD MANHOLE OVER
\ SECTIUN OF THE MUST BE 2" BELOW GRADE SECTIUN OF THESE SPECIFICATIONS. 2° THREADED PLUG TO BE USED SEE
MAIN SIZE END PIPE SIZE ~ DETAIL W-2o
/ / WHEN SEWER CLEAN OUT IS IN PAVEMENT %II 1 11 ° /I%111%111 IT MUST BE INSTALLED INSIDE A VALVE IS IN PAVEMENT PROPERTY 6" - 12" SAME DIAMETER AS MAIN INSIDE A VALVE LINE APPRNVED BY
BOX WITH COVER LABELLED "SEWER'. _ED "SEWER'. CAST IRDN oa aeoNZE 16" & GREATER PUBLIC UTILITIES DEPT, ~cLCAN our PLUS GRUUND LINE
FINAL 4' DIAMETER CUNCRETE FINISHE? BACKFILL ~ ~ COLLAR 6" THICK GRADE FINISHED GRADE OR PAVEMENT
/ FINAL / UNDISTURBED SOIL •D ~-~'a L2 LANDSCAPE ARCHITECT c%va%,ri,72. a%%~iiiii/.ra. 3000 P,S,LCONCRETE f`IPe PLAIN END
BACKFILL ~ NDISTURBED SUIL PAVEMENT CURBd , .P. ' : ' ' P, ~ 'a : ; _ ~ m (6' DIAMETER, 6" THICK) x rEANeE
~ . ' ~ ~ ~ • ~ £ RODDING MdVedy ASSOt9ateS P.A.
/ / W ' 'NOTE / / ° o THE FULL LENGTH OF THE SERVICE DITCH SHALL ~ • ' ~ N ~ 5501 McNeety Drive
{ A BE COMPACTED IN 6' LIFTS WITH MECHANICAL TAMP., ~nm ''..`~'P%''`r`. b v < ALL TAPS WILL BE MADE USING MECHANICAL TAPPING ' • A e < MIN. s, _ Raleigh, North Carolina 27612
in MACHINE. FUR PVC INSTALLATIONS, SADDLE AND BEND INITIAL ~ ' HAULING 2,_0",:. o r -I e MUST BE BEDDED IN #67 STUNE. BEDDING AND ] A £ in 10° MAX. 10' VG =moo e ~6~ Phane: [phone]
BACKFILL N D ~ MUST CUMPLY WITH REQUIREMENTS OF STANDARD DETAIL INITIAL ''i' ~ ~ D S-4. IL N ~ j ~ STONE FaX: [phone] . 4' D.I. DR ~ 3 A d, ,
SPRING LINE aogoo Qoao~ #67 STONE BACKFILL A ('l A ~~s, o8oa D D m ~ 8",10" UR 12' TAPPING 1 PIECE GF PIPES ' PVC PIPE ~ p 3 6"-8' ~•o°°o v°'.d ".a MJ 1 PIECE OF PIPE , e ~ 7J ? nBLOW OFF ~ FITTING
HAUNCHING 0 ° ° ~ PIPE GRADE a`NDr r ~ ~ SADDLE UR IN-LINE WYE ° ®°o °4~0 ~ W ~ < ND ? 7DJ ~ VALVE
° 4° BEDDING i ~ ? 1/16' UR 1/8' BEND MIN. GRADE i% mm ~ { ~ ? SEE DETAILS W-7, W-8 STEEL RODS AND BOLTS SHALL CIVIL E N G I N E E R d]N. GRADE I% o ~ ~ ~
D Z Z ~ c~ ~ & W-9 FOR THRUST BE 3/4' HOT DIPPED GALVANIZED ~ D ~ C A 3000 PSI CONCRETE ~ D m D BLOCK INFORMATION
° ° ~ MINIMUM SIDE m ~ ~ ~ ~ TAMP WELL UNDER MINIMUM SIDE 6' #67 STUNE /CLEARANCE ~ ~ " n D " r, BOTTUM HALF 6' U.D. GF PIPE 6" CLEARANCE WHEN ROCK IS 6' .D. OF PIP 6' A ~ ~ ~ ~ ~ ° ' < ~ ~ r m _ _ WITH 4" THICKNESS ~ ~ • ~ ~ 1.0' EXTENSIO p ~ ~ ~ n n MECHANICAL The Wooten Company
-MAXIMUM SI?E _ ° i-' ~ _ '45 SEWER BARREL OF PIPE TD OF PIPE ENCOUNTERED 12" U.D. OF PIP 12' EARANCE ~ VI .SADDLE REST UN UNDISTURBE CL Z ~ .r. EXISTING 3ARREL OF PIPE TO "0 ° 3 ? = RESTRAINING 120 NOrth Boylan AVenUe ZEST ON UNDISTURBED SOIL WITH PERMANENT m N td 3 ~ GLAND NOTES
NOTES ~ m MAIN ..FOR SADDLE INSTALLATIDN PLUG CAP { D ~ ll NO ROD COUPLINGS ALLOWED Ralegh, NC 27603
TYPICAL TRENCH BOTTOM DIMENSIONS FER 1. Trenches requiring shoring and bracing, dinensions shall be taken fron the awe ~ N DETAILS, SEE STANDARD inside face of the shoring and bracing. mwD ~ DETAIL 5-31 & S-32. COMBINATION WYE m z N FllOne: (919} 828-0531 AND 1/8 BEND ' D Fax: (919} 834-3589
SDR 35 PVC GRAVITY PIPE ~o (ONE PIECE) ru m 0 A
TE9 2. No rocks or boulders 4° or larger to be used in initial bnckfllL °o NU o 1. For trenches requiring shoring and bracing, dinensions tihall 3 All backfill naterial shalt be suitable native naterial.
be taken fron the inside face of the shoring and brac;Ing.
2. No rocks or boulders 4" or larger to be used in initial backfill. 4. Backfill shall be tanped in 6" lifts in traffic areas, 12' in 3. All backfill naterial shall be suitable native naterial, non-traffic areas.
in 6" lifts in traffic areos, 12' in hieve BO% con action in non-traffic areas, and 95% con action in SANITARY SEWER LATERAL CONNE( 4. Backfill shall be tanped 5. Ac p P 7 CONNECTION 8 TEMPORARY WATER MAIN BLOW OFF ASSEMBLY dd D
non-traffic areas. traffic areas. C2.2 NOT TO SCALE C2.2 NOT TO SCALE
CITY OF RALEIGH 6. If in easenent 4" topsoil, and CITY OF RALEIGH D
?EPARTMENT OF PUBLIC UTILITIES 12' clean select fill is required. DEPARTMENT OF PUBLIC UTILITIES 7. ND b°UlderS 8' in dianeter Or TRENCH BCITTUM DIMENSILINS 8 BACKFILLING TRENCH BUTTDM DIMENSIUIdS AND BACKFILLING greater allowed in final backfill REDUIREMENTS FoR DucflLE IRON ppR 9.. 2qo~
REQUIREMENTS FOR PVC GRAVITY SEWER MAIN AND REINFOecED cUNLR[tE PIPE.
DWG. NU. REVISIDNS DATE REVISIDNS DATE DWG. NU. REVISIONS DATE REVISIDNS DATE TO NOTES 3-1-87 D.W.C. 9-3-99 S- 4 3-1-87 ___RRH 3-30-00 CHECK VALVE TO BE CLOW wa~~°'' ost
S- 5 7-~-g2 RRH -GO-00 D.W.C. 9-3-99 MODEL + F-5345-8 COMPLETE WITH BALL DRP tTYPJ OR EQUAL NOTE
ENCH BOTTOM DIMENSIONS AND BACKFILLING 4'-°" t;" SIGNS AND BACKFILLING TR sTANDPPE "FDD" TRENCH BOTTOM DIMEN _
s E UIREMENTS FOR DIP AND RCP - B 3D"x30" aLUMIP GRAVITY SEWER R Q S HATCH E 1. VALVE SIZE AND PIPE DIA X30"x30" ALUMINUM TO BE EQUIVALENT TD ACCESS HATCH, BILCO WATER MAIN SIZE AS
RE UIREMENTS FOR PVC ACCES , 5 Q C2.2 NOT TO SCALE n I TYPE d oR APPR TYPE J OR APPROVED EQUAL (PROVIDE LUG SHOWN ON SITE PLAN
C2.2 NOT TO SCALE EQUAL (PROVIDE TO RECEIVE PADLOCK)
I ( I TO RECEIVE PADI 2, THREADS ON FDC TO MATCH LOCAL FIRE DEPARTMENT
- I I 5 ~ ~ - - -
A FLOOR p PVC TU D.I. PIPE a - - _ - 3. PAfiJT °FDC" ON VAULT Publlc SURFACE.IETTERWG TO
ADAPTER -USE 'FERNCO N I DRNN I 4" FDC ' 4" FDC LINE BE 10" HIGH WHITE LETTERS Sewer Collection ~ Extension System ~ r,~ WITH RED BACKGROUND ~5
CUUPLING 445-40]' UR - - - APPROVED EQUAL TO SEAL. 18„ I UTILITY LINE COUPLIN~ OR EQUEN •STYLE 36 DRESSER The CNy of Raleigh consents to th connectlon and extension of
(DIAMETER VARIES) COUPLING OR EQUAL 4, pggt7 EITHER "COR" OR the CHy'a public setter system as shown on tlds plan. The material l'~ li I~ ~ l~ l~li ICI n ~M °WCPSS" ON VAULT SURFACE amt comhucflon metlrods used for this protect steal coMona ~ the L,C ~,L ~C (,~,C uv u (r ~ ijll U
I I I __B___I 45° PVC SADDLE FOR AREA SERVED standards and apecilcaNorrs of the Clly's Pubic U=Iitles Handbook ~ /,a n n 0 O
CLASS B CONCRETE OR coNCRETE PIPE CROWN COMPACTED CLAY 5uPPORT City of Raleigh I Iv_ w
I I PLAN Public Utlltles Depar6neM Pemdt i
FLa I ~ 4 -9D SHORT DOUBLE 2%y" FEMALE CONNECTION fNST) Aulhorhstlon t0 Carotruct Q ~ ~ ~ p ~ Q ~ ~ " DI PIPE,FL x PE (PRIME & Dad ~~~Qd~
STAINLESS NOTE ANTI-SEEP COLLARS RADftlS ELBOW 4" DIPPE,FL x PE tP STEEL 6" TRENCH 6" SHALL BE SPACED ~ 150' O.C. pO~ 2,5~~ ~~y,E COMEC'~1 tNPT x FL) PLANT RED FB45H, USE MNT RED Ftt>SH, USE TNEMEC 30" x 30" ALUMNUM
CLAMPS WIDTH THROUGH WETLANDS OR (N5T) SERIES 6fi EPOXYLINE - PPoMING-2 COATS AND ERIES 6fi EPOXYLINE FOR ACCESS HATCH, BLCO PoMING-2 COATS AND TNEMEC TYPE J OR APPROVED GARNER. NC
AS SHOWN ON PLANS C SERBS 73 ENDURA' ~ FINISH OR APPROVED SERLS 73 ENDURA-SHIELD FOR EQUAL (PROVIDE LUG INISH OR APPROVED EQUAL. APPLY TO RECEIVE PADLOCK)
BACKFILL UNDER PVC SADDLE, PER MANUFACTURER'S ER MANUFACTURER'S RECOMMEN- PPIVat@
HEIGHT AS DETERMINED ~ DATION) ADAPTOR, AND CAST IRUN BEND WITH#67 STUNE AS SHUWN DN STANDARDSFMN~36"H ~ ATION) I Sewer COIIecfJon 1 Extension System
S-a. 1" BALL VALVE SECTION ! wi l/,' n~N BALL VALVE + FlNSHED The City of Raleigh eolroerrta to the connectlon to iFs puMk newer ~ V C) o ~ ~ ~ I/4' TURN -t• GRADE System arld exterrsbn otthe private sewer coleclan system ~ ^T
f0 shown on tlra ph~n. The material and consbuctlon methods used
o o~~~ ~o~~~,ooo~o rr; r~.i~ r r r r i~~ir..: r.~i far tlia protect shall confann to Ure standards and apeclflcatbns I ~\~j~~~ oftlleClty'sPubICUUIIgesHandbook. ENGINEERS PROJECT N0. 2710-W
~ 4" DI PPE CLASS B CONCRETE OR t'-D' ~ tFL x PE)
PIPE CROWN / COMPACTED CLAY, PER USE NON-SHRINK GROUT
45° 45° ~ % SPECIFICATIONS FOR WATERTIGHT SEAL i ~gh~~= Q~1D ' PRECAST
/ ~ ~ STYLE 36 DRESSER -STYLE 36 DRESSER CONC. BOX Aufhod:alon to Comhuct Ci t! !t'til~ ~ Ll ll n n ~
FLSADDLE ~ N \ ~ - i COUPLING OR EOUA FLANGED COUPLING OR E(x1AL ~ I vU U u Date
ADAPTER PIPE SPRINGLINE ~
CL ~ ~ ' ,li ~ ~ _ I M TO BUILDING-i CONCRETE BUILDING-•• SUPPORT Public
4" DISTD
6" 6" 9D° BEND g"1,,. Water Collection 1 Extension System
IFL x FU The Cky of Raleigh correems to Ure connectlon and extension of 90/0 C D ttw City's publk water system ~ shown on this plan The material
SADDLE INSTALLATIDN LIMIT CITY OF RALEIGH 8" N0.57 PROVIDE (i" DIA. HOLE IN and corrohuctlon metlrode used for ihk protect steal conform to the
DEPARTMENT OF PUBLIC UTILITIES n 4" CHECK VALVE I~ L AN STONE VAULT FLOOR FOR DRWN etandaNs and apecilcatlone of the Cily'e Publlc Utlllges Handbook.
LATERAL SADDLE INSTALLATIDN DETAIL FOR PVC PIPE SECTION "A' SECTION "B" cnyofRa~h
~..I.O.. 11111... Mw-dw.nwl Dawwp i!
DWG. No.REVISIONS DATE REVISIONS DATE ruw. uunuw wpw mmn r ounn
S-31 3-]-a7 RRH 3-30-0 Conshud
FDC VAULT DE 11 CULT DETAIL Authartmadon Date
FOR PVC PIPE 10 ANIT-SEEP COLLAR s LATERAL SADDLE INSTALLATION NOT TO SCALE C2.2 19 MARCH, 2008 C 213
C2.2 NOT TO SCALE C2.2 NOT TO SCALE