HomeMy WebLinkAbout19970656 Ver 1_Site Plan_19970723 54'
12' MIN.
C RISER BLO K C ETE CON R
INSTALL COLLAR WIT CORRUGATIONS VERTICAL CONTINUOU
WELD
4 26'
. • 1 PIPE O.D.
y1 I 1 1 • ~I • 1 I WELD BOTH 0 0 0
? ' ~ SIDES
I/2' X 2' SLOTTED NOI.E
CORRUGATED METALS FOR I/8' DIA. HOLES SP ~ c0 B WELDED TO CENTER BAND 9
t II • 30 C~1P 2'
0 0 o I o 0 0
SECTION B-B BAN
I ~ 26'
f~ CONTMUOU WELp
u • 30 C~1P
NOTES:
I. CALLAR TO BE OF SAME GAGE A5 7HE PIPE WITH WHICH IT IS USED. ONS AND B
I . ~ I 2. THE LAP BETWEEN THE TWO HALF SECTI 54' BETWEEN THE PIPE AND CONNECTING BANDS SHALL
• ~ ~ ~ 1. • BE CAULKED WITH ASPHALT MASTIC AT THE TIME OF
( . : INSTALLATION. 3, EAGN DOLLAR SHALL BE FURNISHED WITH TWO
I/2' DIA. RODS WITH STANDARD TANK LUGS
FOR CONNECTING COLLAR TO PIPE.
YATION OF UNASSEMBLED COLLAR ELE
- IL A 0 C P M D
NOT TO SCALE
~r R K BL CR ON C
NOT TO 5CALE
28'
,4 10'
12' MIN.
TOP OF DAM = 143.5 OUTLET PIPE
ATER SURFACE ELEV. = 143.1 TOP ELEV. OF SPILLWAY = 142.5 IOOYR.W
4 4 PLAN
10 YR. WATER SURFACE ELEV. = 141.1 I I ANTI-SEEP COLLARS
CONCRETE BLOCK RISER (2 REQUIRED)
SEE DETAIL CLA55 I RIP-RAP LINING OUTLET PIP 24'
TOP OF RISER = 136.5
INV. OUT
133.4 10' BENCH
WATER SURFACE ELEV. 134.0 230' GMP BARRELS
NORMAL _ u 5`~ ~ 11 - FS-2 FILTER STONE
12 I I~ I I~ I I „ _ VC I ERTED ~ I~ I ~ I ~ - SUBLAYER 3' BEDDING THICKNESS
I ~I I - r ~ I I I I~ I~ I Ilc ~ - ~ I-1-111 1 ~ OR F - ~ I _ 4 cuT oFF ,
~ I I- ~ TRENCH, I - II I ~ I~I~ 1 ti I - LOATATION -I I ~ ~ SECTION
1 ~ ANTI F ~ 1~~ ~ ~ 132.48 " a R I I=etACK I.0 DEEP X
- I i~ I I'-1 I I ~ - ' I G=11 I I AIL C ET OUTL
III '--I l r-+ ~ ~ ~ i a NOT TO SCALE
AIL D E R UC 0 ND PO N
NOT TO SCALE
SCALE SHEET N0.
DATE: ~ ~ NORIZONTAL~
DESIGNED MGR
0 Outlet Structure and FACT014Yb I UHtS car Hnnrrnk,H ~E ~ = 3900° VERTICAL:
DRAWN MGR #Mqa4&0~EM
PLANNERS • SURVEYORS Sai Sanitary Sewer Details SMITHFIELD, NORTH CAROLINA DWG FILE a „~7~
GNECKED mvz ENGINEERS 5625 Dillard Rd. Suite III, Bldg. I of 2
Cary, North Carolina 27511
pESCWP?IONS DATE DATE PROJ. ENG. ADS REV.NO.
REVISIONS
/ ~
/ r. - - _ - - 68" RCP
UNDER ROAD ~~~uc~r._, ~a~N s
INV. IN 133.25 '
coNC. Hw I. OBTAIN GRADING PERMIT
2. INSTALL TEMPORARY CONSTRUCTION ENTRANCE
TOP 151.65 i i - - - - ~ ~ ~ ~ ~ \ INV. OU ~ , _ _ _ ~ ~ ~ ~ AND SILT FENCE AS INDICATED ON THE APPROVED
lay. ' I ~ \ ~ I 8 DIP " ~ ~ ~ . ~ ~ \ \ \ PLAN, TEMPORARY MEASURES SHALL BE INSTALLED
AND INSPECTED PRIOR TO COMMENCEMENT OF
GRADING OPERATIONS. REMOVE
I ~ \ _ RIP Ex 24"RCP 3, OBTAIN CERTIFICATE OF COMPLIANCE THROUGH
r _ _ _ . ~ ~ \ \ \ _ ~ - - _ RAP IN DITCH INV.sl33.84 ON-SITE INSPECTION BY TOWN INSPECTOR.
24" RCP REMOVE EXIST. INV. OUT 133.34 4. REMOVE EXISTING BLOCK SPILLWAY, EXISTING 24"
/ 1 \ \ - _ _ 1 RIP RAP RCP DRAIN PIPE, AND EXISTING RIPRAP SPILLWAY.
I \ \ \ _ OVERFLOW` - 5. EXCAVATE EXISTING DETENTION BASIN TO THE
_ -pd - ELEVATIONS INDICATED ON THE PLANS. INSTALL _
- _ 8' x 4' RISER AND 2 30" `~---L_._ d7 - - ~ ~ CMPS AS PER THE PLANS.
1~~ ~ ~ qi - , ~ ~ ~ ` 6. GRADE EMERGENCY SPILLWAY TO ELEVATION 142.50'
~ ~ ~ \ AND LINE WITH CLA55 B RIPRAP.
I I ~ ~ \ \ I ~ ~ ~ ~ ~ ` 7, SEED AND MULCH DENUDED AREAS I
I I ~ ~ 1 A \ \ ~ W THIN 30 DAYS / ~ AFTER FINISHED GRADES ARE ESTABLISHED,
II ~ ~A 1 I~A\ l~,A I ! ~ ~ 8. MAINTAIN ALL SEDIMENT AND EROSION CONTROL
II ~ \ II \ I i / \ III ~ \ 1 ~ ~ ~ ~ \ ~ MEASURES UNTIL GROUND COVER IS ESTABLISHED
I / VA \ \ \v v I I / \ \ \ ` \ ~ ~ AND REMOVAL IS APPROVED BY OWNER AND ERO 10
I I / _ ~ ~ \ V~1b \ I ~ ~i ~ CONTROL (E.C.) INSPECTOR,
I i ~ ~ \ ` ~ \ ~ I ! ~ ~ ~ ~ 9. REQUEST FINAL APPROVAL BY E.C. INSPECTOR.
1 I ~ \ 1 \ 1 I I ~ / ~ vA \ v \ a I ~ i u ` `
I I ~ \ \ \ \ \ 1 1 1 ~ , vv VA \v v A~\~ ~ I ! \
I I ~ \ \ \ \ ~ I
I ~ ~ i \ \ \ \ ( I ~ \ \ \ I ~ I _ ~ \ \ \ \ \ \ I I I / ~ \ \ \ \ \
! \ ~ ~ ~
I I / \ ~ / ~ \ \ \ \ \ \ \ \ \ ( I i ~ ~ \ \ \ ( ~ ~ ~ `
I 1 i~\\ \ \ \ 1 ( I f 1 , \ \ \ \ \ \ ~ 10' BENCH \ ~ ~ ~ ~ ~ ~ ~ I SEE DETAIL SHEET 2 ~ ~ ~ ~ ` ~
I l \ \ 1 ( ! I I - \ \ \ \ ~ ~ ~ ~
~ \ \ \'f6 ~ I i ( / / ~ ~ \ \ \ \ \ V A \ ~
\ \ \ ( I I / ~ ~ \ \ \ \ ~ ~ ~ ~ ~ ~ ~1 }
I I ~ \ \ \ ~ ~ \ \ I ~ / ~ ~ f \ ~ \ \ \ 1 \ 1 ~ I ! I / ~ ! 1 1 / ~ I
I \ \ \ \ I II I + \ \ \ 1 REMOVE REMOVE EXIST. / / ~ ~ ~ f
~ I I i I _ \ \ \ 9 I I ~ \ \ \ \ 1 ~ TOP 8 OCK 24 RGP / / ~ ~
I I I I I 1 1 ~ \ \ ~ SPILLWAY 139.53' INV. IN 135.20 ~ / / ~ ~ 5.5WX5.5L ~i
I I I I \\\1\\ I ~ / / / i'
(I I ( ~ \\\1\i \ , 1\\\ _ ~ i
I I \1111\ I III \ ,11 I I I \\I\\1 111 11 \ ~ / ~
I III \ I I 1 ( I \\\111 1~1 11 1 i'ce' \ / / /
I I II - 1 1 , 1 1 \ I l l r -----~o-___ I \1\ 1 \1 1\ 1 / ~ / 1
1 1 1 1 ~ \1 \ I 1 1 1\ 1 1 ( ~ 1 1 1 \1 1 \ ~ I . 11 1 I I• / ~ 4~ Y?. .11 W~~ w.k..iki ~..~t^1'x s.~Fr ~ 1" i} r i ~ 4 ~ ~ 1,-~ . \ '
I I I ( \ ` \ 1 1 1, " e . `rte ~ r/~4 ~ ,
I I I I I ~ 1, \ \ \ \ \ \ ~ ~i~~~i~ \ ! , ~ ii i
( I ~ ~ \1\ 1\11 \ \ I I 1 ~I ~ \ ~i~~~ j~
( ( I , IIII VIII \ \ I it t ~ 1 I ~ III , IIII II I 1 \ \
I it I / , , ~ I \ \ / ~~/ice
I I / , III III 1 \ \ \ I II ~ ~ ~ I \1 III ~ ~ ~ / ~ f I I I I ~ \1 1 11 1 ~
I / / ~ ~ ~ ~ I I I I 11 I / ~ I I 1 1
I I / ~ / i fl l \1 1\ i l k ~ ~ ~ / ~ ~ III 1 ~ ~ 1\
I III ~ , 1 I: 1 1 ~ A 1\ \ I ~ jai i~ , ~ i i
II? ~ ~ / ~ ~ ~ III 1 1 I \ \ I ~ ~ ~ ~ ~ ~ I. REFER TU DEl'AIL 5NEE.~TS FGR SEEDING
I I I I ~ / 1? ~ 1 ~ \ 1 \ ~ ~ i ~ ~ ~ SCHEDU
III ~ ~ ~ , I I I \
\ \ ~.~`i ~ 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
III ~ ~ ~ ~ ~ ~ 1 \ \ \ ~ ~ \ OFF-SITE DISPOSA \ \ ~ ~ ~ / L OF ALL WASTE MATERIALS I \ ~ \ i ~i ~i ~I~ AND FOR OB AI
I II ~ _ ~ ~ ~ , ~ \ \ \ 1 ~ i~ ~ \\\1 / T NING APPROPRIATE PERMITS \ \1 \ / ~i ~ ! \ Il FOR OFF-SITES \ \ ~ \ ~ ~ I TOCKPILES AND WASTE AREAS.
I I - ~ ~ ~ ~ ~ ~ ~ r I 1 I III / ~ ~ ~ ~ , ~ ~ / 1 \ I it / t . ~ ~ ~ / , ~ I I 11 1 \ \ / / 1 \vl WASHED OUT AREA
III ~ ~ ~ ~ ~ / / t ~ / \ 1 \ \ ~ \ / / ~ / /j I (I 3, ALL EROSION AND SEDIMENT CONTROL MEASURES
I I , ~ , ~ , , ~ ~ / , / / I I ~ \ ~ / ~ ~ ~ SHALL BE MAINTAIN I ~ ~ \ \ " ~ / - \ / ED AND REPAIRED AS
~ ~ ~ 4 ~ 5Q. ~ ~ ! NECESSARY TO ENSURE PROPER FUNCTIONING,
E SHALL BE INSPECTED AND REPAIRED / l ON A ~ ~ - ~ - T LEAST A WEEKLY BASIS AND AFTER
/ / EACr• ~ ~ RAINFALL EVENT OR AS DIRECTED BY I
/ ( THE T f ENGINEER OR EROSION CONTROL PERMITTING
_ AUTHORITY,
i
/ / / ~ / _ _ _ _ _ _ 4. REQUIRED SURFACE AREA = I,0 ACRES I \ PROVIDED SURFACE AREA = 1.2 ACRES I
i / / 5. REQUIRED STORA = GE 2.8 ACRE-FEET
/ PROVIDED STORAGE = 3.4 A CRE-FEET - SDC1N_
\ ~ ~ / / / ~ / i ~ , ~ ~ TOP 145. TOP 145.9
L
/ / / , ~ / / ~ ~i / i~ ~ , , , ~ ~ , ~ QpJ /
/ , , , ~ / ~ ~ `,fir Strucfire to be remov ed
/
/ / ~ , i ~ / ; / ~ i l Pr drain o~osed 8bvcture
~ i
/ / ~ ~ i ~ ~ r / / ~ opoeed tan Pr outlet otec Pr
/ / ~ ~ / / / /
/ ~ ~ . 'C / / ~ ~ ~ NORTH
r / PJtii
/ ~ o~ / / / i p~%
/ / / ~i ti 30' 15' 0 P 30 60
/ / ~ ~ / ~ i /
~ / / / /
i ~ / / SCALE: I" _ ' 30
~ / / /i
~ i / / ~ / i / ~
i
DESIGNED MGR I
~1 v
DRAWN MGR Detenti( DATE: 30 JAN 1998 tX-ALt SHEET NO. ; e HORIZONTAL: e Basin Design
*Mqa4&CMM FACTORY STORES OF AMERICA MCE PROJ tt I3190001 I0=30' i
CHECKED MWZ ENGINEERS • PLANNERS • SURVEYORS i . f
5625 Dillard Rd. Suite 117, Bldg. I REVAO. DESCRIPTIONS DATE VERTICAL: SMrrHFIELD, NORTH CAROLINA DWG FILE tt 748p7p01 i
DATE PROJ. ENG. ADS Cary, North Carolina 27511 ISIONS No
of: 2
i
T. _ _ _ _ _ _ . ~ ~ ~ _ , ,
s, ..x, ,rte
m
F t ~1 ~ ~ ~x,,.. ,,}-1-~
' N~~ EDDIE NARpIN~
>4oM T~ .r0
4 ,
~E~ ~ P~ cP Exist C'1N
P~~ ~`i -r- f'•1
~
i
i ~ ,J i ~ r
I
I
~/X%~ II~~~I III it ~I~i~~~ii'~~~I~I~~~'
EiP / ~ I I ~ ~ j i t i ii i i I f
~i ~ a I
.r' ~ 1
\ ~ i, ~t~ w7t 11'1 o ~ R . ~",.3.C0' ~ • W u ~ ~
~ ~ • x7.~' ar Y F, 6 J
\ , P t
~ t 1 . ma o0 I Force Main
~ / I
~ /i ~ ( ~
~ ~ ~ ~ \ ~ SP 20 Utility Ea_.,ment
f ~ ~ I (Exist. )
~~x~ ~ ~ ~ ~ ~ f ~ 15 14 ~ `-20' Utifit;, Fac?ry,an± d I
~ ~ r ~ 5C~ Drainao? 4 Utility Easement (Prop. ) I ~ ~ ~ ~~Prcp.
~ ~ , ~ 1 ~ i ~ ~ t I i lit;l~t,, _ ..~~1,o~t ~ t
1 ~ ~ ~ (Exit ) Ear !
F ~e4'II'14~
_ ~ ~ ~1 J~i~~
i - L--_ L--~
~ I ~
- i , i
16 13 -
, ~ i i f
~ li - .i ~ I
~ ~ - ~
~ W 7_
+ - - i W U
I i i~ A 2 W
r ii i„ N ~ Z
p W
Z
17 ~ 1 i ~ Z AA _
~ ~ is k _ l'.: _ ~ ~ _ I ~ - T
~ TOTAL GN-SiTE WETLAND AREA :151,076.39 SF 3.47 AC
~ ~ I i~'n I
WETLAND ,4RE,4 TO BE FILLED 28 749.6 SF 0.66 a.C ~ i
+ ~ I
I //~i/~. LOT I: 1, 749.93 SF ~ LOT 9: 2,708.83 5F
~ ~ ? ~ ~ i 2 LOT 10: 14,506.84 Sf
i ~r ii % • ' LOT II: 5,824.35 SF
- - 6 LOT i2: 1,745.37 SF ~
I ~ 18 LOT 17: 2,204,28 SF
~ II
I WETLAND AREA TO REMAIN: i22 336.29 SF 2.8i AC E i ~
LOT 9: 1185.21 SF
I ~ L01 10: 9, 317.52 5F
I ~1 I nT IF1fl~~ 104 24~~,n~~ i
? f ! ~ 1 (J ~ LOT II: 7,588.0 SF
} EXCLUDES PREVIOUSLY PERMITTED
' ~y ~ ~ ~ a • WETLAND AREAS WITHIN EXISTING R/W.
1111111 I I ? E
~ I
I iq I EXIST. WETLAND AREA TO REMAIN
i ~ ~ i
% ~ , ;
I W N AR FI EX ST. ETtA D EA TO BE LLED
~ nt / WETLAND AREA BOUNDARY et
PP ~~p 42.46 PP ~ ; 33 .P ~ ~~yy i 7dd.K Y ~ 1
iil~ ~ 31r ESP l sl~~- i ~ , . - ~ '-i LOT NUtiBER
46~ - - 4x1.09 ~ ,d,.- , _ nn ~ 6llf-
~ i ~
~ p II a,0 ~,o .
' ~~1
NORTH
100' 50' 0 100' 200'
SCALE: 1" = 100'
SCALE S+JEE ~
DESIGNED ,IP,f DATE: 22 4PR 9? , .,..T ,
HUKILUN I AL:
DRAWN JRF 4p, MCKM&CREM, THE PAF Site Development an iE PARTNERS EOUITY GROUP Overall MCE PROD. tt 13180001
CHECKED. ADS ENGINEERS • PLANNERS o 5URVEYOR5 SMITHRE 41THFIELD, NORTH CAROLINA 'VERTICAL: 12 DWG FILE 748P7502
5625 Dillard Rd.. Suitt 117, Bldg G n%a
~T DATE PROD. ENCi 5-" Cary North Carolina 27511 REV.NO. DE5CRIPTION5 D E .a t• 4 Of.:,
~?fie.. ~ - - w .
"f r .c S ;r 'n.-a. - -•~~t'(av...--~----==•'r...+.~.++•kw.•mw ~Y: :XW3t~Rdr..3~jw.:..'~" _ ~ ""-*`i _ `I-MMz
4 t..: 10,