20061862 Ver 1_More Info Received_20070426

Kimley-Horn
and Associates, Inc.
April 23, 2007 ¦
P.O. Box 33068
Raleigh, North Carolina
Mr. Ian McMillan 27636-3068
Project Manager, 401 Oversight/Express Review Permitting Unit
NC Division of Water Quality
2321 Crabtree Blvd.
Raleigh, North Carolina 27602 TrE
Re: DWQ Project # 20061862 - Modification to 401 Certification 0
Shoppes at Bush Hill APR 2 6 2007
Guilford/Randolph County
Archdale, North Carolina pENR.WATER QUA-IN
mpg AND 3TOF WATER BRANCH
Dear Mr. McMillan:
Thank you and Annette Lucas for meeting with our project team on April 20, 2007 to
review our final stormwater plan and discuss modifications to our 401 certification for
the referenced development. As discussed in our meeting, attached for your file is a copy
of our modified site plan showing the Weant Road/NC 62 intersection shifted further to
the east as required by NCDOT to allow for greater spacing between I-85 interstate
ramps. No additional wetland or stream impacts occurred as a result of this relocation.
As part of this modification request, we would like an extension of the compensatory
mitigation fulfillment utilizing the Ecosystem Enhancement Program (EEP) as outlined in
condition #7, which requires payment one month from the date of the approval of the 401
certification. Because we are still awaiting issuance of the 404 permit, we would like to
request an additional 60-days to make the payment to EEP.
In addition, condition # 9 states that a final stormwater management plan shall be
submitted within 60 days of issuance of the 401 certification. We would like to request a
30-day extension for the submittal of the final stormwater plan. As discussed during in
our meeting, Wolverton & Associates is currently finalizing the stormwater plan and will
be submitting the plan for DWQ review under a separate cover within the next two
weeks. Also as part of this modification, we would like to request a change in the permit
language that allows for the option of phasing the stormwater plan in order to construct
the stormwater BMPs for the light industrial area at a later date if the client desires to do
so.
Lastly, as part of the modification, the wetland impacts have been reduced by 0.01 acre
by the addition of a retaining wall, which will reduce the overall project impact from 1.58
acres to 1.57 acres. The previously proposed sewerline crossing has also been relocated
and will be bored under Muddy Creek, eliminating the temporary impacts to 0.01 acre of
wetlands and 21 linear feet of stream channel. In addition, there will be an additional 233
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TEL [phone]
FAX [phone]
? ? ? Kimley-Horn
and Associates, Inc.
square foot of Zone II Randleman buffer impact associated with the stormwater BMP
associated with the light industrial area.
Thank you for your assistance with this matter. If you have any questions, please contact
me at [phone].
Very truly yours,
KIMLEY-HORN AND ASSOCIATES, INC. &OC
teteed
Project Manager
Enclosures
Copy: Todd Schneider
Theo Stone
April 23, 2007
Mr. Ian McMillan
Project Manager, 401 Oversight/Express Review Permitting Unit
NC Division of Water Quality
2321 Crabtree Blvd.
Raleigh, North Carolina 27602
Re: DWQ Project # 20061862 - Modification to 401 Certification
Shoppes at Bush Hill
Guilford/Randolph County
Archdale, North Carolina
Dear Mr. McMillan:
Thank you and Annette Lucas for meeting with our project team on April 20, 2007 to
review our final stormwater plan and discuss modifications to our 401 certification for
the referenced development. As discussed in our meeting, attached for your file is a copy
of our modified site plan showing the Weant Road/NC 62 intersection shifted further to
the east as required by NCDOT to allow for greater spacing between I-85 interstate
ramps. No additional wetland or stream impacts occurred as a result of this relocation.
As part of this modification request, we would like an extension of the compensatory
mitigation fulfillment utilizing the Ecosystem Enhancement Program (EEP) as outlined in
condition #7, which requires payment one month from the date of the approval of the 401
certification. Because we are still awaiting issuance of the 404 permit, we would like to
request an additional 60-days to make the payment to EEP.
In addition, condition # 9 states that a final stormwater management plan shall be
submitted within 60 days of issuance of the 401 certification. We would like to request a
30-day extension for the submittal of the final stormwater plan. As discussed during in
our meeting, Wolverton & Associates is currently finalizing the stormwater plan and will
be submitting the plan for DWQ review under a separate cover within the next two
weeks. Also as part of this modification, we would like to request a change in the permit
language that allows for the option of phasing the stormwater plan in order to construct
the stormwater BMPs for the light industrial area at a later date if the client desires to do
so.
Lastly, as part of the modification, the wetland impacts have been reduced by 0.01 acre
by the addition of a retaining wall, which will reduce the overall project impact from 1.58
acres to 1.57 acres. The previously proposed sewerline crossing has also been relocated
and will be bored under Muddy Creek, eliminating the temporary impacts to 0.01 acre of
wetlands and 21 linear feet of stream channel. In addition, there will be an additional 233
square foot of Zone II Randleman buffer impact associated with the stormwater BMP
associated with the light industrial area.
Thank you for your assistance with this matter. If you have any questions, please contact
me at [phone].
Very truly yours,
KIMLEY-HORN AND ASSOCIATES, INC.
Beth Reed
Project Manager
Enclosures
Copy: Todd Schneider
Theo Stone

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tti I 1 i• t r4 _ ,q 1 a f ~ - 1 ~ '~i ' Ilil'111+\ 't~ ? "`~I 1 IPrfl! I! 1~Ir.,-...,"~ ! , ~ ~ t 1 _ 1 ~11~,It ~ a 1 1 r:i t t r If _ F . i t f _ t r e I i"'•~ l~' I „ ~ 1 ~ 1 , 1 ~~'~`',t~~1 ~ ,0,' rlrllf ~f iff r•-' j(~i , ~ , ~f"" ` . / - y l i ; . ; REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UT - c. .,:j,•,.,. - _t?~; ~ REMOVED TO THE RIGHT-OF-WAY. IRUCTURE. UTILITIES ARE TO BE
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' 1 J y 1 ( •1 1! r i !j ~ 1 1 r tl.''' Jr L J • / ! ~r r i "t - ti J If I 1 YR"li', r 1 ~ ) J •.,Iq~ ,5 r r,--` t J I - ;1' I a 1 i t-._ `I~ yfF...+71. i. I s i '+J'/•i l .1.+~ 'i M ' ' r 1 j '~•.,1._ -Iy/.IyI.' , ter' / I ';,,,ry~M(/ jr. /J i~ ~ ~ r ~ - - } r ` t+ - . 't. APPROXIMATE AND WERE LOCATED BASED ON EITHER VISUAL OBSEF •'d,i --`i , ;'S %frr ~ _ ; ~ 'ti,y`:ti'`..Y"-•. _ "'.t~~_ .•~`.r 1k1'_*_ 1 EXISTING SURVEYS AND/OR FROM UTILITY OWI~RS. WDLVERTON ANC ~ _ ~ Js : ~ _ • ,r~ .f`; ; f. `R`°a- / ~ '3 . ' ~ t NOt GUARANTEE THAT EXISTING UTILITY LOCATIONS SHOWN ARE EXI VISUAL OBSERVATIONS AT THE SITE, IOLVERTON AND ASSOCIATES INC. DOES MOWN ARE EXACT. IT SHALL BE THE
P' I ~ I 1 :~"'ni I ' \ ! Y 1 r 0 ! ~ + 1 i'' ;)~fGi{ Y ~ • r / i % ',/J / • /rf~r t , ~ , I -y._ f / r • , t. RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXACT LOI ~f/ /''.'~;'i ! --9 ~ r; ' - Ir: - ; ~ / ~ UTILITIES (ABOVE OR BELOW GROUND) BEFORE BEGN'NrING ANY CON; %j .rte ,'r ,tos~".•. - , . ' ' , r-, CONTRACTOR SHALL CALL THE APPROPRIATE UTILITY COMPANIES AN THE EXACT LOCATIONS OF EXISTING NING ANY CONSTRUCTION. THE COMPANIES AND THE U11UT1ES
al ! l d r.. ! ( i i I / 1 ~t / . yr ' : / ~ ~ r`~'j ~ ; r i'. ' ~ t ( .iM, 1 rr l l f .'r ~ 1 ' ! ' f J r/J~ . ff . -,.C.'',/J ~'~r ~ - ~ ' - - - ~,!s~ ' '_~.-t~•:~ ;r ; ` . - ~ • , • ^ ' " _ ~ r r ~ PROTECTION CENTER AT LEAST 72 HOURS BEFORE ANY EXCAVATION %~r, -_,r %~-1 l~rT."~'- r'. { - .I ~Y FlELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF _ r ` ; ~ , • ` , f ~ .,L .oc~n/-'"^.. Ala ,f ~ . ~ _ . , TO NOTIFY OWNER AND/OR ENGINEER OF ANY U11LI1Y CONFLICTS VM NY EXCAVATION TO REQUEST EXACT 'ONSIBIUTY OF THE CONTRACTOR '
j _ _ f l I r r5' ._s.r I i _ _ , .,r- " - . . "t' ~ to ~ ` - - IMPROVEMENTS SHOWN ON THE PLANS. r CONFLICTS WITH THE PROPOSED ,
_ _ i~ ' 1 l l - 1 ~j ~ 1 iJ/ rr r r 1 ~,a~,Mti. t 4 I ~f l f / f i,?~!A ) r`~'~./ / f~/' rI~/' n:, .~~,,r: 1•I ~-._...~T...-ti irtl I / I~ l,~ / dY~I1111115~~+~ + 1 ! Ij`_,-. rrr • ' 1/'Ii`/ f f r ,'arm/ ••I j lii ~~..+*rrF Ufa " ~ r - _ j f. ~ ~ ~ r r ~ -•~t 3. ALL CUT OR FILL SLOPES SHALL BE 2:1 OR FLATTER UNLESS OTHEI r f i .•.f. - ' : - ...•fi~--/r- ..I ~ r ~ ~r.~ + f r , f, ' ~ , ` . -a, 4. PRECAST STRUCTURES MAY BE USED AT OONTRACTORS OPTION. UNLESS OTHERWISE NOTED. i RS OPT10N. '
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, r ~ \ I J i 1 J J ' J I • .:t' ! n I! fr I 1 1 ''r ! ~ f ~ .F , l r•/ ` j ~ ~ D' 'I I r. f r-. • r 7 r rr l~ r/ .1 •'J r I ' i ''r' i .?t~: c_ r 1 i I ~ \ 1 1 I i J ~ i f r I I t''a r,,.. a'`,,._~1 .•.•;'r .r S. .rt.. _ ' +,i. ,y f ~ r'~ r* t ~ T'• . ~F ~ - ' ~ -'~,1,' ' ~ ~ 't TYPE 1: CORRUGATED POLYETHYLENE PIPE (CPP), SMOOTH INTERIOR ,r ` ' ~ ! ' CORRUGATIONS, PER AASHTO M294 MAY BE USED FOR PIP i, TOOTH INTERIOR WITH EXTERIOR OPEN USED FOR PIPES 4' TO 48". JOINTS
'r 1~ f r 1 r t w tt ! %f J f ~ A~r ~i' a I~ x I 1 -.i" I Ir } 1 k r r ` ~ r ! .T t:' ,r i. r! 1.y ti r r Ft`~ - rti i ' ~ r ~ K ~ f ' , , , ~ SHALL BE WATER 11CHT. APPROVED PRODUCTS ARE HANCO •a f rvi ;~1 r ~ \ . t + SURE-L01( JOINTS, ADS N-12. TS ARE RANCOR HI-O WITH
/ I 1 1' ! I ~ ~ 1~ r •1 ~ r/ f / 1 I 1r''e t J 1 ? r i ~1 - r,r rr+f rf I r y+/` , fr ,/~r~1~r~'i~.\ + it \ i_ , : rl : ~ > k TYPE 2. SPIRAL RIB METAL PIPE TYPE iR. GALVANIZED COATING. P SERE-CORRUGATED AND INSTALLED MATH SEMI-CORRUGATE r ~ ti ,'r ' ~ r' . ~ ~ ~ : A RIN A IN AN MATH PI i ED COATING. PIPE ENDS SHALL All-CORRUGATED HUGGER-TYPE NCE WITH PIPE MANUFACTURER'S
r I 1 4' - 11 I r ~ r ,4 1 ~ fllr f ~]~fr/~ i f '~f 1 I. ;i; ~ 1 lr I ~ + 'I r I 6C+ ! I t i 4~ ~ , „ i ( `1 ~ ! 1 I!! r+~'%/~ / .r lfr.'i / ~ rrp`JrJ ~ Als ~ r : j 1 , , r;, ; ; ~ ~ B NDS AND 0 G G SKETS ACCORD CE PE r~ ; ' I i . - , f t Y ~ ; `.iti • ~ , INSTALLATION REQUIREMENTS. SPIRAL RIB METAL PIPE MUS' ' / ' i • ~ ~ ' ' - ' ~ ~ - A 760 TYPE 1 R. ACCEPTABLE MANUFACTURER: CONTECH, II :TAL PIPE MUST COMPLY 1MTH AST>~I :R: CONTECH, INC.' ULTRA FLO OR
t I / 1 ~ l ~ r ,f 1 r/ ~r T' ~ i,r: l ,.rrar ~ / I~/I\~r I i , / ,a' ,'"~r~"(' `.6 f. I,JrJ. .'Irifl~111 r , ' ~ 1I Ii II i ) + 1 ~ f r/ .'I / I.. ~ J . ~ l ~ I' r ' " ' 'r'• E 3 i I' ' 'I I .A" ; r: fY ` 1 l ` . ~ `Y,Ir I i I I f ` I I? I I I 1 r ~ ' .I j , t. i ~ ULTRA FLO II OR APPROVED EQUAL. . " ~ y, 1, ! , " * . } \ 1 1 r _ r s r1 . 4 i 'IC BITUMEN GASKETS AT JOINTS. j .
- ,ti r 1 •1 1 1 ~ ~ r~y•. : JJ l .;rr " / j' ! ~ 1 ~ I 1`' 1 l !f r f I 1!1 I f ! ~ 1 ,a./ :7E~F i~ri .-y ~ • .6i r. f/ , ~ ~ { ~ r rl \ t , F ~ t •1 I i 1 .F ' ~~i . mfr/ 4r / r, 1 .,f~ 1 I ~ t II I t` 1 r 1t~ y 1 i ~ ~ ~ . ~ TYPE 3: RCP PER ASTM C 76, MA1H FLEXIBLE PLASTIC BITUMEN GA I ~ \ ~ J', ' ` I ~ ~ ~ -FILLS UP TO 15' OVER TOP OF PIPE CLASS III OR GREA ± 1. 1''.' ~ : FILLS 15 OVER TOP OF PIPE CLASS IV OR GREATER M~ SS III OR GREATER MAY BE USED. IR GREATER MAY BE USED.
! i ' / 1 ~I t l 7 ~ I 4 ry rN~' ylJ l i- ;.!'f.• ~+,x.t I r 1 I I , is ~ ''.I I ~ ft I i 'I ' 'I l I ~ \ :~''~'`'r' ,t 1 J , I ~ I \ L ` ' " ' ~ ~ } ' ' w -FILLS GREATER THAN 20' OVER TOP OF PIPE CUSS V ,I - i r ' 'IPE, CUSS V MUST BE USED.
s. 'f t I ~I I' 1 ~ ~ t 1 'y fir, 'J /~?'l , I J i f Y I r r• la 1 p I J~~~}, f • t I ~ / 1 t I I 'I ( li ~-+.J A ~I ! 1 ~ }a -1 !'r / J .'Y.: r ? 1 ~ I ItI I~ 1/ ~ k I l . Y~9(•.'. ,•r r`._ ai. r h', ? I I J / R. 1 V r ~ (t ' \ ~ - • ~ i 6. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED I r~~ , ~ 1 ~ i'I ~ T^ \ .I. ' ; '1 > . - ; ' EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEE .ND REPAIRED AS NEEDED, AND . SILT AND DEBRIS.
7 I ! i! p I I i 9,? r t ~-'i . r •''1 \ _ 1 f ,r i R I i+ i I r 1 r"• r~ G.'` -r'. t \ l1 r l J/(• I} I 1 I • r / r I ~ • ? \ i" ~ ti•~/ i J f i 't • -/.'r t \ - f 1 1 ! 1 J I,U \ / / r ~ r 1 I ~ t r r I t ~J' /i' JI / r/ 7 ! ~ r /I ' l I r f 1~ Ii ~ ,i ~ itl~'''~ r ~ ~ ;~~ti ~}v4„y / ! J/ /r /r /'rr'• ; ' 1; I 1 f f ~ / / I r ~ 'I ! 7. 1 ~ f i I lr ' "r• fig ! " f I+ / , f i, , ; ~ ; ~ ti ' ~ ~ ; • , . 7. EXISTING GRADE CONTOUR SHOWN AT 2 FOOT INTERVALS ~ ' q - - - - i ~ 1 . ' - , , ~ ~ t v~ , ~ 8. PROPOSED GRADE CONTOUR SHOWN AT 1 FOOT INTERVALS. GALS. iVALS.
'I j i li. i f 1 ' , .,r._ ~ k?!r ~r T ~ .1' ` * r' r F rl Jo i r 1: 1••j 1 t i a / r / i' _•'•y _ _ ? f I' \ ` -'i I r. t ~ ~ t~ , r,y 1 ' ~ - ~ ~ . , ' + ~ i:~ 9. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CC ~ ~ ' 1 . ~ ~ ` ; , ; i I 8E THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE ~D DURING CONSTRUCTION IT SHALL ' I ID/OR REPLACE THE EXISTING
fir/ , ' l . ! ~ ; , - j•wt ~ -.ae5+' ~ I ~i} \ ' r+l~ I 111 + 1 ~ r. _ Jim!' +i~•_ i ~~Y~' J 1 ~ r • . y t / f 1' •I , + i 1 I ^ r.' r' 4. rr-- ar \ f ,~i 1 11 1 1 ~ I ! ~ ; ; ~ , r'` ~ ' , ~ . STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS IG CONDIT10N5 OR BETTER.
3 IJfif?-,.• `I i 4' ~ i t a 1 1 `i.,/.;'•~~- _ l rn ~ ' ~--.y;rr:r~ I ti 1 ~ J 1 ! I .\,I ` •1 1 I 1 • :1i ! ! /I r • ~ al ? \ 1 \ ` 1. ,t`\ \ 11 . r-`~~•au ~7~• it it ~1 \ I j I t 1: , I ( g I 1 1 1 1 -^j / f/ .hi ~ , a. \ t i J µu.aaa.~" \ ~~''1.~+ti II r. \ I ' l I ! I ! I 5'a ~ I • ~ ..-r,',,~ „sro~~%r r"t~ a • ~ ~ t \ t ti ~ ~ ` ~ 1 I , I '1 1 f'.ti'~ti J c 1 ~ ~ 1 t r .y• ( / ~ ~ a \ r (J - . - ! ! , ' ~ ; , \ , 1 .Y. , p ~ : , ~ . ~ 10. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO AS - - ~ r ' ` ~ I " : i ' - • ' ~ ~ ' ~ ' STRUCTURE IS WATERTIGHT. ROUTED TO ASSURE CONNEC110N AT i
I - ~ i' r 1 i 3 t ~ 1 1 1 .i ~ Y. i" .+dj, ~ '1 I ; J' c; i . ' ~ ' i i ~ 1 . w'i'~ . , I 1, ' + 4).- !J' ,r ? ;1 y i ' .0 ~ I 1 t J I 1~, , r i ..'j~~~ ~ A! ~ t R ~`I 1' 1 I t r. / , + .,r, ~ I 1 I l l , I •l ',i,L<.~ I 1 l 1 I ~ ;1 / r ~r• ! ~r~ %i/'~f' \ y \ \ x 1 I 1 - _1s..- 1 f f ! ~I ll ~ 1) ~ I 1 I I i 1 1 , ~ 1 1 I' ~~+1 I I ~ Jf i':i/ ' J .f r?sr/ ~ ~ \ \ \ , ~ .l. i~ J I 1 I l „ J . I I '1•~' 1 .f ~ A'{. f I . I I 1 1 - ~ ` ~ ~I'° - 11. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH W r ' ~ K' ^•1 ' : ~ ~ , SHALL HAVE TRAFFIC BEARING RING do COVERS. MANHOLES IN UNP~ ~ a ~ ~ ~ . ~ , 6 ABOVE FINISH GRADE. LIDS SHALL BE LABELED STORM SEWER . 1 BE FLUSH WITH PAVEMENT, AND HOLES IN UNPAVED AREAS SHALL 8E NORM SEWER`.
i ' 1 1 J . 11 I,\ 1 I 1 w I 1 ; l I 1 1.1' / r .-jr. ' / ' i / ,r/.:( _ t~i ~ y •r + .T i, c'~• ~ f! 1 i 1:i. l I , l I T I I 1 I I. 1 i 1 'lyl t! r i r~ 0 , r 1 i:. , ~ ? - I ~ I 1 + r' \4 'll~. I 1 I ' I 1 -;Irr7 .-r/ :'Aa~, a. L , `t~ l l I 1 : r" ! .1 I ' fil •l i { IS 'i ' 1 ` ,l l i ~ I . J .~i I .,'!y{~ti"•'~ 1' ~~i, 5` 1 ~t f I \ )R 1 f~,.7 + 1''~ L y / • / r ' 2`ti r . ~ , " ~ ' ' ' ' 12. THE CONTRACTOR SHALL ADHERE TO ALL TERMS dt CONDITIONS AS i ~NDITIONS AS OUTLINED IN THE
, y . I • : 1 I r I r I f t j i f ti ~ ~ ii I 1 I 1 1 1 ' 1 I + I ( S •'Itf! / ".1~'~ ~ `T. ~ ! I \ \ \ \ \ V'~ I 1 1 l I t r I 1 { l } 1~ i ~ J } •1 i 1 t Ill 1• YvyJ'' l'. I I ~f.,.l 1. r!• 1 l 1 •'1 r i ~ i , r',' •/J' ;i 'r .'s'~ ..:e.• f! `1Y ~ i \ , 1 1 1 1 j 1 ll I f I I {A/ / Lf', I Ill hAC , S, , i r.:. I 1 1 ~L 1 't l ! l f 1 P ! 1 ~ i .r ~ ~ / ' r a!r r r?l.> •t i 7 't 1 . }r 't I ' f rr• t "1 .r 1 1 1 1,'1 , + r - 1 4y r + ii i. .r • , 1 ~--i '!:C • . I I - ..t. • , .ti ~ { i - ~ ~ ' ; ` ' GENERAL N.P.D.E.S, PERMIT FOR STORMWAIER DISCHARGE ASSOgAII ?I~ I i. ~ , , r • t I ti - ~ ~ . , - - ~ } ' ACT1VI11ES. IRGE ASSOCIATED WITH CONSTRUCTION i i
1 111 t P.fat 7r 'Ilr ~ 1 lJ r I l ~I w a i 1 ~i 1 , i /j A. ;./'1~/' f t 'fi•.r'v' ~ 1 I ~ i ' I \II I LJ f Pf , / IY! I f~ i ~ J ~ t ` -1 1 ~ r ~ ' l 1 l ; ~ f 1 , , s ~ / 14 "'I' _ i r J ? , I , ~ J ° ! tl :1 j 1 1 I I 1 1 t ~ l ' /r % r/i'/i r. .if rCt i 1 Jr I , 1 I ,fit I .Irk I / / / . JI + ~ + 1 iii _J I ! 1 i / , r•./ /rr ~ ~ r S I J i ~ y 1 ' r. r ,'I. J1 1. 1 J r t; i I I / . r / _ t , I 1 ' • ; , a ~ ~ , ~ ~ • t e ~ ' ' ~ ~ - ' ~ `'max ~ ~ 13. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS I ' _ I ~ 'r ' ` !t' ~ - - - ~ - ~ F" ~ f ~ . ' J A SMOOTH FIT AND CONTiNUWS GRADE. PAVEMENT AS NECESSARY TO ASSURE i
+ / X11 f '(Jr 111!1 r t ! t r I i 1 7 ! J • : I~ir / Ir / / ! : • '+~1.;/ ' / .,S - , ! I 4 1 11 I 1 1 ' 1 , l I l l 1 i t t r l r I / r+ I /~;:'i. TI r i i' r J r I 11 111 1 ( „ralr I 1 i I ~;y; Y : r ~ ,si` . r,• - r ''f , j r' t,+- ~ ~r .~\.11- r ' i ' i i I i X11 J k• 1. .'r' r w' i rr,~ r I •.1', - 1 1 +t~t i 1 ~ III I' i i -\I. I ~1 ,f ~ ~ ! :Ir~l{ II ~ I~vlr I l III't1r 1 / r ~ I i ' t % , /I ;~~~ir,' / di" r , - ~'~I:t j p ; t j.~ I ~ ; u ' ,,.'V y~ .'{~~tn t . '?ii ~ / I ' n~ II I ~YII 1.1 + 1 I / • , / l` r t' / r.7 rY~ J +`I t KI•..' / r'I'f / 1 I;I 1 r ! I ! I l,..! r ~ j!r 1 I+ ~ , ~ ~ 1 ~ I i.+' a rf ~ ' , , ~ 1 ~ ' `t 'I 14 TRA T TI AWAY FROM LDI • ~ ~ CON C OR SHALL ASSURE POST VE ORAMIAGE BUI • i, ~ ~ r 1 F " t'r • NATURAL AND PAVED AREAS. i rr. i ~ ~ I ~ s ~i I A IY FROM BUILDUrGS FOR LL i
/ r •+!1 r,t 1 III \ ~ I t l v / i ~ „ f Nr~ r + f r r • J., 1~ 1 1 ~ r'' I I I ! , 1 ' / i.•'1 r~ [ \ I ~ J' ~ / i t f J. J J ! .'Il' t rI' ^~J 1: /,i'r }.1 dill!.! i t{ \ I ~ f p JJI ,,~1 / ir` r~ / •,.•`i. ' t 1~..~'~ •f r •'1 M I ! J .~3~, , ,f f/1 ~/t r r ,r rf f /6F'1 i I'll: t1 I ,I , 'rr i J1 .l' f % 1 'it ` ~ r~ / -:,i '1 f•.. l.~~y.~P' .f ' c,. ( ~ , ~ ~ _s~~ i 1S. TOPOGRAPHIC INFORMATION TAKEN FROM A TOPOGRAPHIC SURVEY E " • ,k ASSOgAIES. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPO , ~ • PHIC SURVEY BY DAMS MARTIN POWELL J EXISTING TOPOGRAPHY AS SHOWN
I / ..+I1ri1,~l~ 1'I f J~Ii1+ ' fl 1 I !`J ll :1'i ' yi' f'/~ %'J-Ci rl' ~ - ]i 1 /r /i~~~if f fr/ Ir 1 , / , ' I t '1 1 t f' ! / /r•' r C_ • J' 1 ! i . /r/'' '1 ~ 1 1 \ - I l/ I 1 \ _ ~ i / l r r', l/r ,'(F/1 I { I ! 1 ,i 11 ~ ~ v ) r i%+//'•r f r r j, r ~ ~ ri. S \ y+•~~•*` ~ ~ ~•,f % ~ ~ r, r /T 1 1 J•'f. I frli !rS >~r• lil 'i,: l1 :4„,~,~ i •1 / ~ l '1 P..-•+-.'. 1• _ ,l\ Y' ) - , , ~ t _ - _ . _ , ON THE PLANS, WITHOUT EXCEP110N, HE SHALL HAVE MADE, AT HI. r' ; ~ , t i ~ t~`;rJ ~ , " \ ~ y~ . ~ ~ TOPOGRAPHK; SURVEY BY A REGISTERED LAND SURVEYOR AND SUEN ~ ~ G- OR EVIE MADE, AT HIS EXPENSE, A J EYOR AND SUBMIT IT TO THE OWNER ,
i 'I% Jr! rJ fr' 1i4: 'l'i~ lXB t.5\\ a t' ;t ~ ,n'^ .aY•r;' ~ / .t%o/! I,' a......e.. ~.w.w. `r r r."-" \ j- w r a,1•'.. :,'1;' I r ! / ,t ul~' i., q,l-•, \ 1,~45?t~ F'1 l 1 '4 ~ i ~ 1' 1. f. / 1 / + r / l t 11 ^,-~y* ` !','i:l'ey .i` J ~ .~i' • / \ . \ _ it 1_ r ril11AIN^s'•!+'~ f / 11 ' r~ , ~ • r ~ `~''~'4' i;t 16. ALL UNSURFACED AREAS DISTURBED BY GRACING OPERATION SHALL t . - ~ ` ~ TOPSgI. CONTRACTOR SHALL APPLY STABIUUTION FABRIC TO AU ~ . , wn,an~ t t 1. , ~ w ERATION SHALL RECEIVE 4 INCHES OF FABRIC TO ALL SLOPES AS
/ / ~ / /i f l 'I l , 1 4\.r I `1\ ..1' `r ~r (J' i ? _ t~ i ~ 1 - .r ~r' / \ Ir 1 ' / j J ,J f t~, 1• l' .~1~ } f ~ h•1' / ;/f 1 , 1 1 ~r^/ ~ \ 1 , s~ f . j 1 f : / , _.I,i 1 It 1 / 111. ~ i r I I N ~i ' c ' i' ~ % ,~'1~,r ~ , t • - . ' 1 ! + ~ r •~.!F / „c:. ' 1• , I t _ fi i rr r~ l . - r . r• E , ! 1 1, C. 11 11llit;` ' ' S 1 ~ 1.9r ~ ~f I I , ~ j r r r ' 1 , 1, I' - lr ;t t •'c ~ ~ r ! . - ' ~%i "t i ,t. 1 1 .•A.. / `y' ! r' ,^M `1 I i } *fi.r J[.' •d' , I r~ , 1~.~ ppp - .Itl It,l It1~l i ~fri' r i a J ! I r.l'~ I r I •J _ _ : ` ` - - ~ a f ; . , 's MIICNCATEO ON THE EROSION CONTROL PLANS. CONTRACTOR SHALL - ~ ' ~'I = ' = ~ ~ ` • = ~:1.:. ~ ' ' • f AREAS 91 ACCORDANCE WI1H qTY/COUNTY SPECIFICATIONS UNTIL A RACTOR SHALL GRASS DISTURBED ITIONS UNTIL A HEALTHY STAND OF J
li ~ f,• (II ; t y t 1 \ y'• / r/ / !'i ,r t I I' ~ 1~ y,r r: i t / I ! r 1.!/`,l / 111 C~ 1 ~ \ •-'1 i^ / -/,jC I'1 II ~ r r, 'i / r ~ I I t'1! f r_ "•I 1` - / 1 j f rl 1 1 , S \ r? Ip 1 ~ i I , Y • 11 _ ~ f I tl / Fi Jr 1 , 1\ , 1 1 + .J f r+ 1 1 t J r 1 1' I ~ /L ~ r I f i' '?r' r~ ~ ! ' ~~1 l~ 1..1 ~ , .r/ r i I r' ~i~ _ ' f rf J 1 J ~ ! I e~ f / 1 ~ ~ / F r Y ~ r•tc, GRASS IS OBTAINED. 1 ;'t : • 17. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING C( ~ - ) GOVERNING CODES AND BE ~ ~
/ ,J, i 1,M~~i t ~.1.' r /~~~r ~ 1'ArC •~f- Till/ / ~ t .1'~ e I l,1 ~:,1~_ I`t' - f +N °/'4'IF~ i~il1 1 1 / ? r. ~ i 7J'-~/ J I ~":Il~l'~Pi,'•C l 1 ,i•'41/J' fr s \ a t,l~ `t~ 'rl ~11 1!' ~,f I J I 1 ii l ' S~...~, t~ •e ~r + 1 1 i all' 17 1 I . , f i r/••,? J ' 1 { f ~ Y ~ ~ ! r r % r Y, r 'r J { I , • ,oi , 1 I r , . J l i I I . ; ; ~ . ~t•-" Jf t 1 f :f ~ '~t'`_ / i/ ~ \1 ?i1j ? t 1 t J 1' ~ / ~ I 1 t~l r 1 Y' I ~ ' i - ~ ° ~ ; t i CONSTRUCTED TO SAME. ! r 'I ~.r 1 , } } ~ :.,,r+r'ti! 4 ~ j , t ~ J , ~ •r"'1 t . 'r - ~ ' ~,t Ilk l , , q . 18. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED IFORM POURED MORTAR INVERT FROM I
i,IJ.i li' r'I r I~(~) rfi , ti! r' r. r~ - _1,'11 .11 ~ 1 I 7 i l Ik, t li r. ti r,. Itil.'i EMI I , . • I 1 i t. r I I I ~~y i, ir; ,'f . , .S g r Ill i I ! t ~ w ~t~ _ I 1 / , ' ( ~ f , r I I , •,>q 1y ,1 N. ' 9,f I / r~li.!+/~ , 1l 1'. / ~ / , I l ~ 1;r' I \ ! 1 I I Zi 1 I 1 i r ! . t'' r \ j I I I r ~ I (,lr~ll'/IIF/ 'f ~~I~Yi)vl' \ 1 f/l I i . 1 ~ 'y1 . , ~rj~ / + ~ ` ii rr \ ?1 L A t /l/: ~ ~ ~ 1•' ,1 j. ( '1 it ii ~ i I c}{ t ~ i I ~ ax'-./y tea. i~_ a iM jlllJ i I r ~ 1 1 . 1 ' I I . M ~ V V`~' ~ / / , i. r'/,', ~ l . / 1 + i' I d ' I~ 1 / J'' r'• I t • I - .1 . s i-r`~ ':I''`I • t. ;r`"•,,~ , ...t~;.~• "t}~,' ` ' NVERT-IN TO INVERT-OUT. ' .y 1 ~1+ I ' SJ ~1~~ 1 J. ~ I ~ 4 r--1'.fl \ 'y ~ 1 \ ! ~ - ' + n~ + r - ~ ~ 19. CONTRACTOR TO CONTACT THE CITY/COUNTY FlRE DEPARTMENT FOF w :PARTI~NT FOR BUSTING ~f
I f1` IE I ) r J 1 l I I ~ 1 Il ~ r ~ ~r / li! _ / f t II ' , r, ~ '7r;,i. J r f JI' I 1 : ~~t ` ~ ~ 1 I t t• 111 /I / , rr. i 1 I I ' . ~ i } 1 PiOOrn ~ rr, i ' ~ , 1F r~ • { r il' I 1 I i I r r : • rfi4 ,_I.. l._'< / - /:~J,/. . _ . 1~' 1 . ~ 4. _ I I J ~ 1 J Y _._..1_%~l } ~.1 l . I - r - ~ . I .i. ~ i REQUIREMENTS. I 1 i
l ' I Y ' 4 i t ''ti ' / >f S•!'~y f ~ J : iNr 8 ~ ; 1 ~ 1 I ' 1 1 I ~ r r i r~ Y~' ~ ti M1 . 1 r . I.. , I It~,l,ilwpcN m~, J.. ,1 ? s ! ,r_ ~ w [e-mail] r ~ I I 7•r n t1 I ~ t f 1 l 1 I .ey K ~ J'_ r«~~/ r/. I! -.J. l ~ •~J~'~ 1' 1' I l 4 r t t ~ T,.-r / rr..J J-l.r f 7h_t 1' r r 1 r I i !1 ,ri r.41''/'%~' ,%:%1, / r f r la 7S_ . ~I 17 14-'~'. ~JwY~ r.MC f ~ / ~ ~u5 ~ 1 I •r- r A ! 4'/r I,.• I1 i r I l -t r I I . / i'~!~ , r' /T r ~ ~ t!s 7 ,.1 I _ I M ' ~ ~ ' I 1 h ,fjf 1/ r , /><r' ~ 1` I I I A:~IlY~1f+.krl;..'. r'! yr ~ \ I ~ ,f... (ys ~..i _ I+•~ :1 -I ~r jr' ~ x+42e ~ _ j / 1' ~ I . 1. .r i ~ I, ~ ~ 1 • pME~'J'+JMrF111U(• r I I . , • / / i.. - ~ ~ w i
/ • f I I } 1 I 1 '1 , r .///j ! ' ' ''/e~r(r ' /,,'i ! 1 1 ` G ~ Y, ..:Jr i i ~n;~ , ~ / \ + I 1 ' T ! y ~ I { ( Y 1 , ! ~ f'I /r~ i%i I/r f~ ~ 1 1; , I ; ~ 1 ~ ~ r ~i~ Al J~ : / / / i 'fir !T r r 1 ~Utlr~lrL![ I . , I ~ 1 + . - , :g' ! / +o;~'iJ, / J. ' % / t . I ; . ' r. ~ \ • _ ~ ~ , ti ~ / y / , f,. ~ r r f R3, rrr ~I • ~ ~ _r i i ? I 1 i t r f :~r'.! !','ks~ % st s'~9 i.r,.• .1 i I E , f ' / . i . ti ~ I I n I r:a 1 ~ i ~-~Aerraa! Ib. r n ~ r' ; 1, ~ ~ . , ~ , ~ ~ r_ ~ , , - GRADING/DRAINAGE PLAN LE EI r. ~ - r ~ r 4 tel..,/ S I r' r i fit:` i~ - - AH LE EHD ; J J
I L r~ 't III ~ ' . % I~tr% . r!r'q.' 't' A f f ~J I 1 ' ' ~ , r . I 1 1 ,t r ! / J ~ ! r 'fl , / ? ~%ii! r + _ 1 I 1.. l l 1. I 1 \ r% ! ~ >a/:'1J 6 rs'~!i • rF I l l i l l I ' Ir~ 1 . 1 ? r / I , I r ~ i f t ~ I, f '1! 1 f 1 i t iFi+ ' r, ~ " I I f j 1~ 1 ' ' ~ t f f lil - ~ ! r ~i ~ 11y I 1111 /Jf'' ir%~~i ~ 1 , r, I ~ iJ I I~1! 1; fr ~ ~ ! II'l~~~ .+/1~~ ! ! 1/tl /~~1!/~ /'+Yfr- ! \ :/'r II-i r 1' r t it 1 :1 r r r ; STORM SEWER PIPING ~ ` `I d~ r - ~ ~t DER PIPING '
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,r'fA" x,i ~ \ "ifrl\. i ' % I'Ii+ _ /..r1.,r, ~ 1'.y' _c~~„ I r' / I I r,L.y.;v~:f,.-..- I , J /.~.JI~V .r Ir •~,r 1 , r N-r..../ ~ - , r f / • } ' `'Y 1{,; ! i;' ~ i X511 ' ~l r ' I; ( r.rf I . ~rrt I ~ r~ •IS ~.v_. f.: ..rl -mil •'fc{~-it ' f.-~< ''1 hi„ ' _ / I r r c . ~ .i a~ . , ,ham ; ~ ~ RIP RAP APRON V
y ` tiY t I ' . - i y ~ ~i. 1 ~1 / .V' ff rY~~'f-'I' I Ar J ~ . nw+, 1 \ I - rJ,.'~':~ ~ I - - 1 I t 11 `f~~!/~.. / s' 'wr`' i ,y t 'y' r Y I ! r ~ _ y ,r. I WQ+ ~ .fir 1 ~ ~ ;M1 ' + ,fl.`'~ r ~ _ I ~ 5 s~ N• _ r [ , I ~ +1 ~ ; ~ ~ • ` ~ ~ ' ` PRECAST HEADWALL STRUCTURE I a TRUCTURE '
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