20050983 Ver 1_Site Plan_20070529

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1` 1 , ` y~ is ~ Vie, ~ ~ / r. 1 °m f `t M rte,". J r f„ `'g. ' r~ j 1 9 ¢~t' '~~"m war" ~.~~4., z~'* p
~ ~ .r ~ i ~ y U ~ k: ~.~y 4.. 1h. Y y r; .o a~~ No~s~ 1. ALL INCOM?NG STORMWATER PIPING AND CHANNELS TO THE WET
~ ~ ~ ~ a f. ~ ~ .,f v f ~ t*Y~t'erwiiFinwi~s: .fix J 4 c , i DETENTION BASIN'S FOREBAY IS PROVIDED BY CARLISLE ASSOCIATES, ING
~ ~ f a~'` r rt'' f ~ ~ ~ ..,..w., ~ ~ ,p ~k, 8 „ ,.~5 ';fit ~~1 f~: "fir ~ ~ ~ ' .ate ` kf AND IS PRESENTED IN MORE DETAIL ON THE SITE DEVELOPMENT DRAWINGS
P . t fie. ~ ~ qy'.n. j ~ 1 ~ _ °k r' .r ~ ~ ; ~ ~ ~ j7 4 } k 'y r ,g":? t t i FOR PROJECT BULLSEYE (ATTACHED SEPARATELY). ~ 2. THE DEVELOPER/OWNER OF PROJECT BULLSEYE IS RESPONSIBLE FOR ~
~N i'n"n t S W, b n ~ ~ s ~ ~ Q ~ n ~ a a"~ ~ r. p ~x~ ~ i 9 f ~ a 'r ~ g' ti `4 ~ ~ ~ I THE PUBLIC SECURITY/SAFETY DESIGN FOR THIS WET DETENTION BASIN. ~
~ ~ " :s s j ; ~ ~ ~ ~ , r r w..~.+ ~r ~ ~ s,,, i ~ z d: ~ < ~ ~ s i i 4 iJ ~ ~ F is i ~ t ~u i ~ i ' 3. ALL ACCESS BENCHES, EXTERIOR SLOPES, AND ANY OTHER DISTURBED W
d Y .rr T f ' / d fir' ~ d. f,.. ,r'~ / i 3i ~ ~ 4 ~ _ 'RYWpipt '"k f , r f:.,.: ,r < •.n `tom , r, . ~ ~ ~ _ ..4, ~ ~ 4 ~ ~ h' ~ ~ ~ ~ Y { v , AREAS RELATED TO THIS WET DETENTION BASIN SHALL BE PERMANENTLY W c~ ~ M VEGETATED ACCORDING TO DETAIL 12/C707, GENERAL SEEDING ~,`n N N
~ J `.Y: ~ 1~~~ ~d { +.~'i i]~+"~,~. era ~ f. rf.~ "t`~. s+~ *,~~5 ~ ~ ~ ~ re f%' M ,f n~a /~f pfd,.: y j J ' r , F 1~ nr.- vg 4N.. i , ~ ` r 1 , „ , ~ a ~ SPECIFICATIONS. THE INTERIOR OF THIS WET DETENTION BASIN SHALL ~ N : c°'•~ ~j
m..~+"' _ ` ~,r ~ v 1, ~ p p n t :g y t BE SEEDED/PLANTED ACCORDING TO THE ATTACHED VEGETATIVE PLANTING ~ Q x v ,N PLAN ON SHEET C512 AND DETAILS AND NOTES ON SHEET C707. ~ W m N ^
a 8so ~ . ~ % iii y 4 •i r ~n., ~ 4V`u ~ .~4.~ ~7~~(f, ~ ~ 860 r y~ ,r) ~ 859 ~F., F € ~~k it f ~ ~ '4: WWW S i e 1 ~ t ~1 4. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF NEWTON,
'f p0 R~ ~ ,r ;f~ ~ 'fit. r r ` ~ 7'~ ~ ~ t ~r 4 ! y ) i w, :~i ~-.r V ,~"~A.. l i 4 f r'w3, ~ i ~ ` ' ~`,fr... r ~`p~~,- ~ r y,~,~, r t .M^"'~ . l "ry 1' ,f""~,' ` { # i ~ ~s..,,> ~w.:i,,.., r"7+,.:: 'Y-^•y~`~~~~""~' "?F'., k iw~, r~', 'r`~'~» air„` "`^F+~.,;. t r ~ t p .,,eW..M:r i'"y~, Y~]Yy~ w ~ ~ ~ti; i i "t" `"p t. ^'"~'h'~+~ t~,a { q~5 r ""y. ~ 'A~. y~ F, t..r. ~rf~ E F 6 "i» ~ r A 'M • r F ! i~"+ ,1""5ar~ i' '~y(~ R ~P 1 •Y+,., r;~~w.~,~ 'Yd - iF 7+,,,j j 7r $ - 1 r -yw__~ r fi~ PTM ~1.~~ r ~]rr,~~','4~.~~^~~ 1 'T'.,~'~~1~f ~ d~"'~.f{~ d y f ~ ~ 1 ~ 7 t*y ' 'pM.y~` ' R I 9 "`*~"`wr.~„ `k 111 , u ~ . , CATAWBA COUNTY, NCDENR, AND NCDOT REGULATIONS AND GUIDELINES. ~ ~ ~ a o ~ 5. IF BASIN IS USED AS A SEDIMENT COLLECTION DEVICE DURING u~ a m ovo
jr t ~r~ flyM1~!} „ ~ T'mj~.~ 'N.*,; d h.: d ~'y. 1 :r "?iww~ ! q J ~ ,?9 / + ~ r 1 Y r"^+p„ u a . `,M' r 'Yw,; P 7."`b.. , r ~1~'._"Y°^~.: t T'0'n+.'~ w~. ~f r^•N+.. r r 7~.~*T' ~1 r,' V57~ 7 !~.,.a.ir'Y ~ Y 7 i y ~ ti, • i + > j. t ~ ~ f I f d'W „y!+. f ~ ~ to ! ~ vk yy 1 ~ ~ yy,.~~,~ 1 ` ~ "4~+.' 944„ °j,~~~ ! ~ ; f 4 .nr~""^arr! riiYr,. i~... d"iY.4~h .t~.in+i..~.' P & ~ t~ ~ ? t ' ~ xqq ~ CONSTRUCTION, ALL SEDIMENT DEPOSITED DURING CONSTRUCTION MUST BE ° ~
~ u f ~ ~ r" f^ ~ ~ 854 . ~ ~ i ~ ~ t i " li 1 ~ t' Y r ~ 4 ~ `"ti,,,, s, s t i ~ T REMOVED BEFORE NORMAL OPERATION OF THE BASIN BEGINS.
f ~ r i~ e1r~ ~ r r r a r r f`. r~wr r ~ sir e J y,. p+~ ~ ~r~, ~ ~ a. ~ ~ ~ ~ r ~ ~ ~ 'Y ~ f ~Y. ~ ~ I ~ . 'k 852 +M ~ S * ,r ~ K ~ ;g ~ rt. tiP ? 1' 851 a' - - _ a ~ ~ x ~ r: ~ 1.0 TRIP t ~ f ! ~ C ° ti• fp ~ ~ fir ~2 ~ ~ r ~ ~ ~ fib ter. ~s y 4 ~ f 4 ! ~""1 6. THERE ARE NO CONFLICTS BETWEEN STRUCTURE OR DEVICE INSTALLATION AND MUNICIPAL ROADWAYS OR UTILITIES AND EXISTING OR PROPOSED
~ ~ d 850 ~p ~ f y ~ ~ ~ w.: .~'r~ ~ 850 a1 JA F 'a F .4' S rRl ~ d « \ a1 ~ f~ y } ~4:; ~F p ~ 3 1 ~ yP +9~ of ~ & ~ ~ a + w , ~ 1 ~ }r ~ { 3 1 ~r~" r ~ 4 1~+ y 4 1 `r ~ ~ l ,r, j ~ o UTILITIES ACCORDING TO INFORMATION SUPPLIED BY CARLISLE ASSOCIATES,
~,e Y r..~ t ~ p,q ~ ~ ~ G r ~w~. r Tr ' r ~I~,! r r r r r ~ ICJ P ~ t 847-'-------- ~ ,s""~ ~y t ~ ~ ~ x: 1 ~W: t . ,r ~ EMERGENCY t '1 ~ ~ i INC. 7. TEMPORARY EROSION CONTROL PLANS AND DETAILS ARE PROVIDED IN
~ .n ^ ~ ~ a ,r^'"~ x> ~ { f A~ ~l ` ~ f s' ?1 x. ~ r i. h ~.w.. h e ~ „ ~ .o SP LWAY C ~ ~ ~ ~ e ~y ,a . ~ > THE SITE DEVELOPMENT DRAWINGS FOR PROJECT BULLSEYE (ATTACHED
~d'a .....Rn,w. f J,A'a p"d' ~g,;.s~'° , ~ p: ~+y. aJr. ~R W V' r r ..d" ter' .;!'f` [y J ~ 1q ~r f r~ ~ E z. n ` t y! d IJ {,rd~ . , ~6 SDI . CP A SEPARATELY) BY CARLISLE ASSOCIATES, INC. AlL E&S PERMITS AND NPDES
d NCDOT CLASS 2 ,RAP t, r u~ r f f F ~ F. ~ ~ 3, ~ ~ , ~ 1.31 ,e ~ ~ ~ ~ ~ y a i PERMITS APPLIED FOR/ISSUED FOR THIS SITE SHALL BE FOLLOWED. IF MORE SITE SPECIFlC PLANS ARE NEEDED FOR BASIN CONSTRUCTION, THEN
e . ° .-f"s6 THIC~C~'1rIIN. UNDERLAINr~ ~ c~ ~ ~ n ~ a= WITH 8 OZ SY SON ~VOV,~N ~ ; ;r , x,• J, ~ / E r~ Jr ~avaw.ns?~m!we~= *m.aw'xn*i°- 'usm, y ~ 0 ~n ~ ~ L ~®J k 4 9 ~ ~`ff n ; ti ~ • . "t . f i ~ i ~ ~ ~ CARLISLE ASSOCIATES, INC. SHALL PROVIDE SUCH REQUIRED PLANS.
~ ~ a' j O ~ ~ ~ GE0 XTIL 6 ~ oe f,r' TE E f s ~ CO ~ ~ CO ~Y .V ,~pp~llii•.. r ~ r~, F r f ~ ~ ~ t ^ ~~4t4 kk r ~ kj p i 8. THE FOLLOWING PERMITS/CERTIFICATIONS HAVE BEEN APPLIED FOR I THIS SITE: FEDERAL 404 INDIVIDUAL PERMIT AND STATE 401 WATER QUALITY
P p ~ ~ OREBNY a „ rr ~ A r. k`''kpy~, RIP-RAP AFE 8 , ~ Y tt ,1 ~ 1 LL~., ~ i"'[~'F~M'Yd~dS~A~*M!a,eY~ M^u Y , CERTIFICATION.
! a yA~ r ~e. ,,e ~ lf~, ~ ~ ~ ~ I. ' v r' I SEE DETAIL r ~ ~ ~ p PRINCIPAL ~ ~ & ; , 9. THE FOLLOWING PERMITS SHALL BE APPLIED FOR THIS SITE: CITY OF NEWTON E&S PERMIT AND STATE NPDES GENERAL PERMIT NCG10000. mmm~
~ ~ - - ,f 1~ ~ r I ~ t d i F ~ a a, r a~. s 9 f' ~ 1 ~ ~ ~ ii~ g SPILLWAY C ~ } s t • I WwM ~f ~ 1 ~ ,Y 10. BENCHMARK INFORMATION GAN BE FOUND ON THE SITE DEVELOPMENT =NAM
.t ~ 9 ~ , ~ ~ ~ STREAM DIVERSIAN . ~ ri P ~ ~ ~ F ~ i r ~ ~ t r" ~ ~ i ~ E ~ r DRAWINGS (ATTACHED SEPARATELY) BY CARLISLE ASSOCIATES, INC. =Z,~~ N
~ r UCTU OTHER .f 847 l a j ~ ~ r h
9 . if ~s ~ a 1e t e - - ~ N ,r.' ~.~+'r~ ~ ' X Y r f y u tl .t ~ y ~ ~ d. rr ~ 0I y (I • y' ~ ~ +k ~ ' .u .tl .rte ~u ~'ifi~ JE .F w if ~ y ~ ~ , ~ / , c ~ ~ :f SE D T
,s~ .a f ~~e „ff i r .ice r i rL~ r ~i~ -ice .r~~ J'' .,~a~ r' TRE~AM mow, ~ Aft J° f~ i ^L J'' ~ ~rl~ r ir- arc ~ ~,q ~r ~t ~J ~i~ I S .f ~ - ~ f EN GY DCSSIPATOR w~~s~ ~reor~cno~ aer~w?~ Norma ~
~ j 1 r' ; r, P' 1 u ~ ~ ~ t d' " y' ~f, 9 r 852 ~ ~~~.4 . APR N C ~ ~ ~ ~ } kk} ~ j t i5 y~.~~ ~ tY S ~ 5 4 Re 1. THE CATAWBA COUNTY ECONOMIC DEVELOPMENT CENTER IS RESPONSIBLE ~ FOR MAINTAINING THE COMPLETED WET DETENTION BASIN AS DIRECTED BY ~
[y, 4 r F d +d > ' 6 , ~ Q'~ a t ~ .F'. A r`r d' r 7"xu~ '""w" N' z~C"^~~. r'".,,~,~. v>..~.~.,~, `"4''"`y.,,.,~ .~''f + a" a .5, . ~ ; r,e: wP7G,e. ~ r , S.M,! , "'"Ya.., w~. y ~.4q,~e,,M.,, .:..y'~r i P"''=-w.. ;"`"?,,A ~~J'w ~'°"yw.? y'"iJ..,' e ~ y"' ~ f ~ r - + 856 1 fTN~' 1 IKV.. ~ w `tom. h. F •r., A'",!nr ~'+~R' .•w,~ T r r d i r i w "`t.q. `i"w~ •7 • . ~'"7. !^y., "~r.'q . ~!~r r " ~ r # , ~ r•, ~ 4 857 ~ r s, .r„ r- r , rte;, ~ ~ ~ ~ ~ ~ ~ ~w<, p~'~~u; q? 1I'~. ~ 7.'"n~ ' ^ , ' ~ y ? "y~...,' ~ r "..c.. ~+~"Y+.• 4. ~`$w..',i. !'.'"'1,,. .7r~.... Y'*wg.., ~ ~ ~ r Y~~. ~w. u o. s r<....I .s ~4"., +-~;.l. p+' ..r.w: ~~u.,,,.. x ,+7 °^i,w..^ . r~, . @ ~ ,a F ~"ry,. ~r~ j/T~; ~~1'p' ~"°"=,s(.,~~ r ~ .r.~ ,...rn+ .q~~. ~..n,,.,.~~ . y d. t k~ {{Y 4 ` ~i + r 1 N.. ! i THE GOVERNMENTAL OFFICE HAVING JURISDICTION FOR WATERSHED
! / 1F fr f % ~w,j~, ~ a ' A-.. 'v `Ri, S 1` Y. `.y4 q~,,,~d y ' v.~ s.,,.,d.. J A P ~ ~ f'1"• R,, h ~P°4 ~°~..y+ ~`PM.,; i„ ~'`T~w `Yw~;...: ri`"?~s~' E°'-+s""':. P "'"T~.. t«„~ ,,r'"~.'rr..' :G , ; RY I H ~ , ~ f ~ ~ r ORDINA ~ G : .n. 'h -.,mac _ ~ ,~f i i d' 1 w t ~ ~ i. , . ' fir..' r 1"°1....' ~ a , •y,,,+w. r~ , r w..Y,~, ~ ! -'G~.'~ ri.,.+ .y. ~ '~+w `7"~ 'r ti : a,. r "'e~.,,.~.a a . 1°'"r..;. i r;aM,'.., i~,~ : d,,,,t r Ih" I.u; , 1°",' t 1i ~I.. ~ ~ u"'}.AV "Y' „~4,;` Y ~ r,,.~. 3, ~ ..,,,i;,. ~ ~ r.. 7`'"Y.. d „M ~ ~ n,. ~ ,.y, n„ n....,; , , d•„..., I"•7:.,...• 7"w~.. r„./ ~ '7w. ' . ~f^e~ T'.,, „ ~ t ~w„~ ~7 ..,„1 %s ~ , 1~,~ i,, w ' , , r TM i,w F rr k'~~.+w ~ "r"... r„ Y"."~. y '~9 I~'+y,,,,,1 I r`"'SMv`"y~w. ~ ~r. r ~ 1"`K, 1 , n, Y t' { ~ # ielA~I~"1'yy„ ~ . ~°{1*e d, q f f w. x r ,r~~'" `p.. rr*`ri w+,~ , `rte '+"'"~{w., "'~'~'ryy '•.y... is y ~ , , y r , _ ~ ; ~ D ON PROTECTIOiJ FOFt THE AREA THE BASIN IS LGCATED IN. THE LEGALLY i
r°~` ~ -WATER MARK... , ~ ! ~ ~ t 860 rr . 1 j 1 ~ RESPONSIBLE PARTY SHALL BE THE CATAWBA COUNTY ECONOMIC C~ DEVELOPMENT CENTER UNTIL THE PRO~CT SITE HAS BEEN SOLD TO A V
r i E-, t F i ~ y r , u .r l"• ° ~ ~ R $ ~ 1 1 ~ ~ t a ~ 1'" a r ~ 4 M pp r r ~ `1 ~i d 9 •a I NEW OWNER. THE NEW PROJECT SITE OWNER SHALL THEN BECOME THE ~
! elf I ~ ~ r F`i r ~ . ~,r" i i 'F. _r' , a ~ ~ ~ ~pp t~ ~ r` ~ e ~ ifl t ~ ` ~ ! i k i ~ I : a ;1 S J i RESPONSIBLE PARTY FOR MAINTAINING THE WET DETENTION BASIN. IF THE Z PROPERTY SITE OWNER SHOULD BE DISSOLVED OR CEASE TO EXIST, THEN IN
r f~~` ~ ~ . N..Ir F~'. A f' 'L ~ , - ,n ,I / "1~ s`" f yr~ ,f 870 - i ~ A ~ ~ 1+,jy f~ R r,; Y4 'f~ ~ 1 ~ 1 E j I 9 ti u ~ 3,' THAT EVENT ALL THE OWNERS OF RECORD AT THE TIME OF REQUIRED W
y ~ o `rA 4i ,a a° ~ tt 1 k z ~ ~ ~ i ~ ~ 6 MAINTENANCE SHALL BE JOINTLY AND SEVERALLY LIABLE FOR ANY AND ALL COSTS ATTENDANT THERETO. ~
l~ u^ r ^ Ar P: fie,. ' ` e, w e .t. ~ X w• .S r ~ k `~.•'i t ~ d z e j f i F f ~ ~ ~ ! y f F 2 THE GOVERNMENT OFFICE HAVING JURISDICTION FOR WATERSHED
f f A6 a ~ „ ; f f ~ I a° as fP`~{ ~ ,J r _ V V O .f ~1 y l y P ~ } ~ p S~RaAM gf 3 t 4 f r ~ ~f PROTECTION AND THEIR ASSIGNS HAVE RIGHT OF ACCESS TO THE WET 3; ~ DETENTION BASIN FOR INSPECTIONS AND MAINTENANCE ENFORCEMENT. y~
/ + r ~ ~J 4 ~ $ l r s ; s 4 { y~ i r. ~ ~ k r. i ~ f 3. PLEASE SEE OPERATION AND MAINTENANCE MANUAL FOR THIS WET it
r ~ ; ~ / : . 880 S~~' l ~ ~ ~ a ~ ""F,1 ~ 1 1 ~ Y i 5 h ( ~ i. ~ t ~ I DEL~~VEATED 4 C ~ i 4 DETENTION BASIN FOR FURTHER INFORMATION. A COPY OF THE OPERATION y= AND MAINTENANCE MANUAL CAN BE FOUND ATTACHED IN THE STORMWATER
f ~„w ~Y r~ ! A r~ ' ~ ~ ~ r , r. r X ~ ~t r ~I ~ s ~ s WETLANDS r r ~ ~ . ' ~ t ~ + ~ ti ~ , ~ ~ ~ ~ ~ ` / MANAGEMENT PERMIT APPLICATION.
0 6 ~ gyp' ~ ~ a' ~ ~ ~ / ,T" ~ t ~ l ~ << t } t~ s ~ i t j ~ s ~ ~ )j f t yy S j f 4 R i f ,f ~ i ~ ~ I ~ i C
~ ,e 1 d ~ ,s x ~ ~ j ! a 890. ~:r.,,, 4 r i. ~ s ~ d d ~f ~ y' i $ { S ~ 1 C 4 ! 1~f t p POfo ACCE88/MANTlNANG~ NOTES. s
i I r' ` ~ ~ ~ ~r ~ ~ A f ! ~ l t s i pp ` 1. ALl SEDIMENT AND DEBRIS EXCAVATED OUT OF WET DETENTION
t t ' • ~ £ are . /a~;a i N s ~ i t S ' j ~ ~4 a f t ~ s f ~ i i N BASIN DURING MAINTENANCE CLEANOUTS SHALL BE PROPERLY STORED d ON-SITE ACCORDING TO ALL APPLICABLE LOCAL, STATE, AND FEDERAL
ERENCE f r , A ~=MAP PR Y A A OCIA -MAY JUNE 2005. SURVEYING ERFORMED~r~ SE OVIOED 8 C LE SS TE 900 t E i D ,,i 1 F t i s ' a `i ~ ~ ~ x 1 1 ~ ~ ~ i ~ 2b '.f0 100 ~ ~ ~ ~ ~ ~ d 1 LAWS AND REGULATIONS IN A LOCATION APPROVED BY THE OWNER
f.-~ a BY HONEYCU~'T f U ~IEYIN . / r i d i~ ~~y ,s" pfd s" .e'"~ J~ N`'a Jf ~ 9„pp9 Air ! N .PS ` ~Y .i ,9'¢ ,r V ~ ` j l • E ~ t R ~ a ~ s ~ ''y.,., ! ~ ~ t OR IMMEDIATELY HAULED OFF SITE TO A PROPERLY PERMITTED
~ ~ d r' r` r r ~ ~ ~ ~ . i r,r"~ t :1 ~ , r,,,,..~ ~ _ ~ ~ r DISPOSAL FACILITY. ( 2. TO DRAIN WET DETENTION BASIN BELOW THE BASIN DRAIN INVERT,
f ~ ; ~ a PUMPING WILL BE REQUIRED.
PERMANENT WET DETENTION BASIN C PLAN
SCALE: 1 " = 50'
900.00 900.00 900.00 900.00
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APPROXIMATE ~
890.00 ~ ~ j ~,a.,~ w ~ ~ 890.00 890.00 EXISTING GROUND ~ ! 890.00 vM.,r `~'„+rr
r
' ` ~
I f APPROXIMATE i ~ ~ N :~J
~ z EXkSTING GROUND 4, SURFACE r J f +s
8so.oo ~ . , ~M + I, I, P rr'V' sso.oo
880.00 880.00 l ~ f ~N
H f I E~ E~ MAX. A'i. I W W ELEV. 8 r ~ ~ ~ ~'1 ~~tt~t~~ ~AAX. A'i.IOWABLE 100 'AYR. WATER SURFACE ~ ~ E''
W a. ~ ~ ~ :LEV. 857.00 (MAX. DESIGNED ELEV. 856.01) 6 ( ~ W
W , ~ PROPOSED ~ ! i t ~ ~ ~ f
FA~IUTY ROAD ~ ~ ~ ~ ~ ~ I ~ ~ ~ ' w m m AX. ALI OWABLE 10 YR WATER SURFACE ~ ! ~ ~
870.00 ~ I ~ MAX. ALLOWABLE 100 YR. WATER SURFACEIELEV. 857.00 (~IAX. DESIGNED ELEV. 856.01) ~ 870.00 870.00 MAX~.A8LI~ ~ PROPQSED f ~-~-8-{~~c~ s~-~ro~-e-E-tE~~. P ? s~o.oo
~ 1 ! s i ~ Z
i MAX. (ALLOWABLE 10 h'R. WATER SURFACE ELEV. 85550 (MAX. DESIGNED ELEV. 855.27) _ ~ ~ FACILITY ROAD ~ ~M~1 Z ,z (BY 0 ERS) MAX. ~TEMNORARY WATER IQUAUTY
MAX. POOL ELEV. 854.00 Z
0 CESS BENCH I !TEMPORARY WA R QUALITY MAX. POOL ELEV. AC ESS BENCH ~ 860.00 O O 860.00 i w w 'PERMANENT WAffER QUALITY 0
~ 860.00 '~f NORMAL POOL ELEV. 852.00 , 860.00 ~
Qi ~ z F
W ....fi-...~........-.. _ _ _ i ~ F a
!_..._...L .-..._...1..._..._ -...-...T..._...~ -
W - - - - - - - - - - - PERMANENT WATER QUA~I...N~RMAL P0. ELEV. 85~QQ.._...-..._...-...-... t w w ...z... 850.00 850.00 W U
850.00 ~ -ELEV. X51.00 4 -DIME-N~-i. .~_ELEV_848 sso.oo z °o 0 0
_ ...L . , . ...SEDIMENTSTORAGE ELEV_848.00. _ - _ - - _ - _ - - - r - _ .r. _ - V_ 8480.. _ Q ~ U Z
~ FOREBAY i i ~ ~ i ~ O H
s ' i
PRIOPOSED ~i I~ ` ~ O
RIP- AP BAFFLE 840.00 CCINSTRUCTION 840.00 840.00 AQUATIC AQUATIC 840.00 U ~ z
AQUATIC BENq-I BENCH a a
AQUATIC VEGET VE VEGETATIVE m m
BENCH BENCH
830. g0 + + + + 830.00 830.00 830.00 ~ ~ p
+ + + + + + 1 + 0+00 1+00 2+00 3+00 4+00 ~
Horizontd Alignment Station and Curve Report. Horizontal N'~gnmeet Station aid Curve Report. SECTION C1 - C1' SECTION C2 - C2' N Z
Alignment: REVISED BASIN C Alignment REVISED BASMI C Desc: REVISED BASIN C 60 SOUlH Des REVISED BASIN C 60 SOUTH HORI HORIZONTAL VERTICAL
Desc. Station Spud/Curve Doto Northing Fasting Dssc. Station Spfrd/Curve Dota Northing Eastinq GRAPH o 'rRAPHIC SCALE GRAPHIC SCALE o ao +o eo ,o o s +o zo
PI 0+00 687931.4772 1314780.2141 PI 12+65.83 688369.8316 13i3H03.1281 i ~ 1 I 1
Length: 12.4314 Course: N 17-17-29 E Length: 26.8063 Coupe: S 80-32-54 E Delta 100-11-48
n~ (1N P'EEf) (W F'EE7' ) W
PI 0+1243 687943.3467 1314783.9091 Circula? Curve Uato Length: 66.8110 Cause: N 17-17-29 E PC 12+15 6884Q8.9668 1313835.SS90
Delta: 0-00-00 CC 688381.8487 1313868.2830 PT 12+89.32 688344.8409 1313847.3862 M r Y~ ~ij
Tangent Doto Delta: 100-12 Type: LEFT 0+00 687931.4772 1314780.2141 Radius: 42.5000 DOC: 134-49 BASIN C (~RADINt3 POINT TABLE n O lV
0+12.43 687943.3467 1314783.9091 Length: 74.3224 Tangent: 50.8264 Length: 12.4314 Counx N 17-17-29 E Wid-Ord: 15.2374 Extemd: 23.7539 POINT NORlI-IING EASING ELEVATION
Chard: 65.2074 Couroe: S 10-27-00 E r.. ~:~a:o 1.00 1,314,767.06 687,992.95 851.00- ¦ ~ N
PI 0+79.24 688007.1363 1314803.7674 2.00 1,314,757.71 687,989.33 850.00 V V
Length: 801.5865 Cour~: N 59-33-38 W Delto: 76-51-07 PI 14+85.10 686248.5782 1314017.8657 3.00 1,314,747.51 687,985.39 847:00 W Z
Length: 31.0966 Couroe: S 59-33-38 E Tongent Dato Delt¢ 0-59-17 d.00 1,313,933.16 688,478.75 851.00 y Z W J
0+12.43 687943.3467 1314783.9091 i 0+45.53 687974.9457 1314793.7458 Tonyent Dote i 5.00 1,313,935.26 688,468.90 850.OQ ~ ~ ~ W ~ g
Length: 33.0946 Course: N 17-17-29 E 13+89.32 688344.8409 1313847.3862 14+85.10 688248.5782 1314017.8657 6.00 1,313,938.92 688,450.38 845.00 O m ~ V
Circulor Curve Dota Length: 195.7799 Comae: S 60-32-54 E PC 0+45.53 687974.9457 1314793.7458 7.00 1,313,853.63 688,379.16 851.00 0
CC 687987.5779 1314753.1666 PT 1+02.53 688024.2199 1314774.8983 PI 15+16.20 688232.8238 1314044.6761 8.00 1,313,863.52 688,380.96 85Q.04 9.00 1,313,885.38 688,385.02 847.00 P
Delta 76-51 Type~ LEFT Length: 61.0994 Cause: S 59-33-38 E Radius: 42.5000 DOC: 134-49 Delta 0-00-00 10.00 1,314,043.95 688,241.95 857.70 Q ~ ~ ~ 3
Length: 57.0060 Tangent 33.7164 Mid-O?d: 9.2Q50 Extemol: 11.7498 Tongent Dota 11.00 1,314,101.88 688,207.91 857.70
Chord: 52.8277 Couroe: N 21-08-OS W 14+85.10 688248.5782 1314017.8657 Es: 11.7498 15+16.20 688232.8238 1314044.6761 12.00 1,314,055.37 688,251.23 857.70 ~ W V Z ~
Length: 31.0966 Counx S 59-33-38 E i I 13.00 1,313,9Q5.92 688,372.19 845.00
PI 8+70.40 688413.2447 1314112.6679 Length: 178.7380 Cours« N 80-32-54 W PI 15+77.30 688201.8690 1314097.3538 14.00 1,313,917.8 688,381.82 845.00 ~ D O Z ~
Delto: 0-59-16 Length: 0.0000 Coupe: S 90-00-00 E Delta 30-26-22 15.00 1.314,053.64 688,297.91 845.00 LEGEND ~ ~ ~ ~ a
TangentDato 1+02.53 888024.2199 1314774.6983 Tongent Doto 16.00 1.314,092.07 688,363.32 845.00 ~640~ PROPOSED CONSTRUCTION GRADE Z ; W
8+70.40 888413.2447 1314112.6679 15+16.20 688232.8238 1314044.6761 Length: 767.8701 Cou?s~ N 59-33-38 W 15+77.30 688201.8690 1314097.3538 17.00 1,314,728.69 687,865.05 851.00
Length: 61.0994 Couroe: S b9-33-38 E 18.04 1,314,722.8fi 687,880.11 850.00 19.W 1,314,718.08 687,892.48 847.00 860.0 PROPOSED SPOT ELEVATION Q Z s
PI 10+49.14 688501.1271 1313957.0298 2[i. QO 1, 314.071.61 688.279.40 847.00 ~°°~6~" EXISTING GRADE ~ o
Length: 36.4267 Couree: N 60-25-59 W PI 15+77.30 688201.8890 1314097.3538 Delta 0-06-55 Length: 752.0838 Coun« S 59-33-38 E 21.00 1,314,117.00 X88,356.65 847.OQ ~ PROPOSED NON-BASIN CONSTRUCTION GRADE Q $
Delta 149-33-38 Tangent Doto 22.00 1,314.101.49 688,365.77 847.00 (BYOTHERS) a a
8+70.40 688413.2447 1314112.6679 10+49.14 688501.1271 1313957.0298 PI 23+29.38 687820.8413 1314745.7733 23.00 1,314,Q56.Q9 688,288.52 847.00 t
Length: 178.7380 Coupe: N 80-32-54 W Length: 112.4916 Coun~ N 17-17-29 E Delta .103-08-54 24.00 1,314,725.92 687,891.86 NV. IN 848.00 1 ~ COORDINATE GRADING POINT (SEE TABLE) =
PI 10+85.56 688519.1016 1313925.3466 Tangent Data 'i i i 25.OU 1,314,856.12 687,851.36 INV. OUT 846.00 - - - VEGETATIVE PLANTING SHELF (SEE VEGETATIVE a ~
Length: 36.4267 Coume: S 38-13-24 W 15+77.30 688201.8690 1314097.3536 Delta 81-20-37 22+88.41 687841.5963 1314710.4532 • - - - PLANTING PLANS) (SHEET C512)i~'
Length: 711.1170 Course: S 59-33-38 E CkcutarCurve Doto ~Q~Q~~~o~~o RIP-RAP BAFFLE APPROXIMATE LOCATION (SEE ~ ~ a
PC 10+49.14 688501.1271 1313957.0298 Ckcular Curve Doto ~ CC 688464.2554 1313936.1118 PC 22+88.41 687841.5963 1314710.4532 co°c°a°o°ooaoa° DETAIL 10/C706) DRAWN BY: CHECKED BY: m 0
PT 11+09.32 688490.4846 1313902.8083 CC 6879.6166 1314726.9187 Delto: 81-21 Types LEFT PT 23+ 6.92 687859.9566 1314757.9498 ACCESS BENCH DPM/CD ~ D
Radium 42.3921 DOC: 135-09 DNt¢ 103-09 TYPE ~ ~ Length: 60.1846 Tangent: 36.4267 Radiux 32.E ~ DOC: 176-18 sM~~
Mid-Ord 10.2396 Extemd: 13.500G Length: 58.5090 Tangent: 40.9668 I Chord 55.2560 Courses S 78-53-43 W Ilid-O?~ 12.3012 External: 19.792 i ~ ' ~ z ~ ~ PRINCIPAL SPILLWAY (SEE DETAIL 1 /C705 & DESIGNED BY: APPROVED BY: ~ uJ
Es: 13.S000 E~ho?~ 50.9218 Caxse: N 68-51-56 E I Ex 19:7927 - ~ 2/C7o5) CJLS/DPM CJLS N1 y ~ ~ y
PI 11+09.32 688490.4846 1313902.8083 i ~ CO CLEANOUT STAKE PRO,~CT NUMBER ~
Length: 105.6770 Cou?s~ 539-31-17 W PI 24+18.45 687928.2489 1314779.2092 Delta: 1-17-53 Length: 3.3810 Coursa: N 17-17-29 E ~ ~ s~•°:;~ (SEE DETAIL 6/C705) ~ rte: jm-~'~ 1356-05-274A
Delta 0-00-00 i I ° ~ PROPOSED STORMWATER COLLECTION SYSTEM (BY
PI 12+15 688408.9666 1313835.5590 Tangent Doto Length: 50.8264 Coupe: 5 39-36-54 W 23+46.92 687859.9566 1314757.9498 SCALE: DATE: ci ~ OTHERS)
Delta 0-07-37 24+1&45 687928.2489 1314779.2092 s~ AS SHOWN 6-30-05
Length: 71.5248 Course: N 17-17-29 E Tangent Dote a DRANANG: OF:
11+09.32 688490.4846 1313902.8083 12+15 688408.9668 1313635.5590 PI 24+21.83 687931.4772 1314780.2141
Length: 105.6770 Coura~ S 39-31-17 W Tongent Dato
24+18.45 687928.2489 1314779.2092 24+21.83 687931.4772 1314780.2141 C511 °
Length: 3.3810 Coup N 17-17-29 E