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HomeMy WebLinkAboutSW8950503_APPROVED PLANS_19950616STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW8 `1sys03 DOC TYPE ❑ CURRENT PERMIT © APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE 19 9 s o'D i \.D YYYYMMDD -_ _ _ l = - - -�.-- - - I- - - _ - -- - - - = r - - - - _ - - _ _ _ _ - _ - _ _ _ _. __ • - _ - _ _ . - -_ - - _ - - . - - - - - - _ - _ - _- - - - - - - - - - _ - _ - - - - - '. - _. . - . - - - -- - _ - - - - - - -- - - _I1I_1 - \�/ -'1 � ,. , I-_I'1�-I.\ I- - - --_ I !T-HI -' ,T. .�-4-. .-I -R-I 1�-41�, -_. L- SA, -I _- A,- _3;, 1I I1 i- %-t1I --U1MS-I(- W1- -iE-AI._. D 1' -O\..-I / 1E- /1- -_11I-OI -IA.IMB- A- . --- 6G- -M-- -PU- _ I O--. I "-I\=R-__P-.-- - R_.Iff -_IILI ..R- ---- - E- F_MC--I -�-; _I C-�- D -..-, . R._ -- / -- -.- 0 - --.-- . --I- -\- .- _`-----.. -- -.I\ -F-- I- II , . --- -. I3. - -. 0. - -- -/T_-I,- - 1- -"� // - I - I ,I - iI ,,"I_ --0-_- I--�- _. - II III1i II 11 _- _ C _-...- - - _ - - - - _ - - - - - - - - - - - - - - __ _ - _ _ •i _ - _, _ - - _ c' ->ET Fr -320 - pF I 5 so At AF - _ _ - - _ _ - _ -- " - - - _ - _ _ - - _ _ - - -_T __ - - - - - = r3 -- --_ z'NIN. 5. �.......�....... - - - _ -- - - SEEDBJG 9�U[S - SEEDBED PREPARATION NOTES: s _- _ P_w - Q IOP ,tK 1 .t'..T - .Ml 11.1-4' - - - - - - - - _ --- - - - _ - - - _ - - - _N- ✓�R - - ' 41K-U.t-a 1,�_\Ta.lr _ - _r.1 l.M R'aa [.a1 an - -. - _ - _ - _ - _ _ - - _ _ _ _ _ - _ _ - - - I _ - _ SsSEP. _ _ _ - - - rl-- Y- wr _ - _ _ _ -- SPPEAD 4 TOPSOIL OVER AREAS M BE SEECID At'D ESTAB ISH [g.� ,y - - - - _ - _ - _ _ _ - . - _ _ _ - _ .- Y i.. Surface rater control weasures to be instal Ted / 3.d k� a teUPf 1wifl; t SEEBFD �T. - - ' t' 4 - 1r 3 ;L\" t T t1r • t.0 nEn[ALI GRADE PRIOR TO SEiDII1G. APPLY LIJE AND FIIGII I7iR AfD klYa[ INIC? - - '.R0.67!TONE_ 1 (TAXI - - - ibi-('/r�•'�ztl - - �. .wEsr cs.' - - _ .. DISTRIBUTE SEED UNIELI U AND - -_ _ according t0 plail� - YRe R - - -- - - - _ a wE=-E_ r a_e - - - �- -"2_ Areas to be seeded shall be rid d ands read •_�- [G ..,1 - ` ..»..f. - �.a,.a_' ,' [.'. .. APPLY elFhN SDtAW kKn>�i HER SF�fIIAR£�� AeuartllCtt ecnmc,y - .with available topsoil 3" deep. Total seedbed - ` _ - --4 I, - I - - - ! \\ 6TIZH STRAIGHT IMAM DISC IN FLAT AREAS AM WITH ASPHALT TACK 1riIFRE < preparation depth shall be 4"-6" deep. - IIIi e a? .LSN1R. PAVEMENT A , 1 _ - =" . - - -°...:, - - ND I slne£s E7�D 4z. - - 3. Loose rocks. roots -and other oastructirnls shall /- t �DE4 ,R_ � 'w q" ° ` COMBINATION CURB WALIt DETAIL J 1 ••- be removed from the surface so that they will -lot _ __ _- `'` r - not tor�a. - - I I - M'��' APPLICATION RATE - interfere with the establishment and waintenance - t - MO.1 NIP -RAY - / - _ _ - 1 '_' k - - f t - - - - - - _ _ _ _ E _ - _ - _ _ - _ _ i LIt of vegetation Surface -for final seedbed prep-- -- - -_ _ 4' MIN. I _ , " 2 Tors/ACE - aration, at finish grades_shown, shall be reason- 33e _ e NIN- _� „E S . • r ,: 20% SUPERRIOSPHAtE 600 PfXRDS/A(RE y - _ - - o- - _ o '?, 3A Eoftomrse°rr•1A. �/ FERTILI2ER(10-10-10) _ 1000 P1X1EID6 ACRE ably smooth and uniform. -- - - - -- -• % a\ u[R-EYNAIIFI[IFJ + .,'.d _ 4. IF no soft test is taken, fertilizer and time to - . - - I - - - - ROCK CHECK DAM y / SB 34 �9. I MOTE. mv[R,oee _ I - _ � z M - -9A ` 091 35 \ uoimw cw I:, .r.NEa.r-.- - • - , APkia-wLY' beaccardfng toseeding specifications above. Ia - _ . _ , ' . / � . _ _ - - . . _ _ FESCUE.KY-31 50 POUND/ACRE addition, provide 15 lbs/1000 s>f. of super phosphate.` -- --= -- - -- A /r : ` Ss - BFZaimMi(Bu[IID -4 " tip. '- - - _ - _ ) Io PUltiJ6/algal � 5. _ If soil test is taken, provide lime and fertilizer , ,A\ �° \ ss, Tz°II'ga E- TYPICAL Jl1NCTfON BOX - accordin to Soil test re rt.- - R. s LE - - - S _ JAN UARY-Eintl�k - g Po _ _ - a� \Ik , _-_ It I 1 - \\- NOT To SCAB[ - FESCUE, KY-31 -- 6. __Lime avid fertilizer shalt be applied uniformly and _ - - ----- - - - '3z'f - s q6°o E\� •'�, _ - - - - - , BERM�nn(t m) P /at�E _ wixed vith the soil durfng seedbed preparation_ _ __ _ rcr,ITY vzP , - - - - -- - - - - - 19°29 -- - _ 9, " �. ` , - {,,(t6t[ t?EhIGN D11"i - PouNDWARE - _ - =-- - -- = _ -- - - S 1a -1 � 35 -- - - RHF -,0K1 � RYE(GRAIN) S PC[RDS/ACRE - T � - ✓ 9 q' 4' _ -U% E g,I'M l % PUFT_*jAjIOR/11 * f18cR WA _ - - - _ - _ - _ { f Fiu?.' s SaIrEM�EDVEIffit = __ Z _ _ - ' - - - I E` I, roL PAatE: _: - - - = - - _ _: - 6QEilftr kWIBiG ANa 1I hUA� AtAf{►i4r, tI NA�(� d FE am, KY- 3k , - 50 POU DS/ACE i/ - - \ _ - z - ./ - , / - _ -WPIEr rUlk'S-9YDR�11G-SP6L 7W, Y♦IP W VIC 15 MRLH - fNiIVE 'STEEL-POSJJ 1g: INTO GROUND' *ATTACH'WIRE IF _ - _ -- / i _ - ! % _ _ - - �- - " _ - - 6iE :Z Al i.31 �D - - - _ - - 2 'TTPs/Afl1E - _ _ _ - - _ - _ - _ - :AND EXCAVATE A O�X1 TRENCH tlH[LL _ - EXTEND THE E TO POSTS AND _ - - - - - - / - _ -- - - - - - INPeLL►I� GAPA OP . Grrr - ,� - - - - _ - - - - - oHG THE BOTTOM of THE FENCE 6� j _ - /1 pp - I /' _ ''i " / /- _ .." _ - _ __ - - - - - _ - - -2.0 1DW6 MINUIE , - - - _ _ - - - _ = i L}NE POSTS. _HOOD POSTS INTO _T3iE EXCAVATED TRENCH. - - -t - - " . � -/ , , , - - - -romr s%IlK AV066 flow GAL PER aselula TrcJt _ - - - _ - - - -_ ?/ . -` - - / - - - - _� 1 S . =5 - - - .O bL1otJS M1IIdTE -- - - -- --- - DiN1ETER - - E . - _ - - _ -a_ - _ �; - PuNr ti1A1uk1 PTAIti FID�t 5 b Sao r�+ucrs € ° -- ' \ \ s - - - i E - NOT(;; tAtdR ES41t VARx SEEDTIC m t ID m - �1 - -_ /ACRE - 4 iN NAY 8E US D - /. . 1 F - i I - - 2s - PdMP DE5AO FLOW IR Zt 6Atink+5 tLF h NJt - - - . - !/ _ - - >„ \ T - IATa9Ci- - -- - - _ < - . - - _ ' - • - _ - ' 3 -. �. TEE �' EE ti[fDNp - - - "I`Dt �PE516r1 F -13 - - - - I J I - _ - - - VG 6 i At 6E5" F1.c IN - . W F I P > - - QEQUi r } - 1`UMP Rllu'(ML 2.52MuIQTtS i bEPc MAX. EN .. _,/ _. - - - �� _ _---- - /_ - < - \..\ - - - - - 6 __ _ - - Vr'L A(7E r L� V - - _ _ _ _ _ ._ -. _ -- _ _ - - - _ _ = - - - - SPOSTSN- - - . - - _ - / / - - - \ �- �Ulii 6FF (ihiE 2!o MINUT i _ - - _ - - - - `\ -_- 2rlluuT�s_ - _ PkiA; -_3 - - - - - _ // _ i - -- - - FIr,AIT I;fty fLH6-28.5 - _ - _- - - ✓ J - - - __ / - - -- _ _ - \_ - N _ ` LI� Lx• K/1, k - - - fl' ' F' �'T IS eI'r - 'NEVER H.:[�4Ep._ �'� �5'tY- _ - - _ _ _ - - _ - _ - _ _ - - _ _ _ _ _ _ _ / \aydE� rcP, f� - Z-r l - - - - - _ , , f ,- -� J _ _ - / - - ,- - - \ - 5 6 - - - - �_ __ D - 1 9' • e G_ -=. I - _ - - - - _ - - - - - - _ - - _ - - _ - - _ - - / i --1 - / - � .'..,= / / i i i _ = o"f'T11� tiff- Dpfift rjUB uk I �E Grr++pt PP _ - - - = _ " - - - - f / i - - - - - " /� - - AC�6ila1 �/ I fY(DtC F - - - I / / - qM �PEFdTJOIV -- - - - - -- ---- - - - - 6 - - - X 4 _ f - - , - -,_ N \� - _ - - - - - - STEP 3. e STEP .4. - - _ _ - - I F,O u� 9 6tiLR6E I LE V_ _ i f r✓ - - - - - - ___. - -� \�'.- IS - - _ - - - - = - - - - _ _ - - _ . ATTACH THE FILTER FABRIC To THE WIRE BA THE TRENCH AND COMPACT _ - - _ �' - I I. - i I I i I ( _ - - .. - - - - - - - - - - _ - `: _ ~�. _ _ _ - - - - - - _ _ - = - - - - - - - _ - - _ - - - - - - . - - - - -. _ - _ = -FENCE A, R EXTEND THE BOTTOM OF THE TFtE - SOf L F lRMLY' TO lUICFIOR THE - _ - _ _ F BRfE 6 INTO THE TRENCH.- _ -BOTTOM OF THE SILT FENCE Sa THAT - 3 ' - \ I. 1 1 ` 1 1 - - - - _ - - - _ _ �, _ `-\ - _ -- _ - _ _ _ _ - - _ - _ - _ - - - - - - - - - - - - - - - - - _ - - _ - - - - RUNOFF IS FORCED TO GO THROUGH THE _ . - \ \ \ \ // J - - - - i -\ - - - -- - - O -- _-.\, _ - - -- - _ - -` ----- - � - _ -_ " - - - _ - NC AND \\ - \ - f- _ - _ _ - _ - - -0 - - - - _ _ _ _ _ - - _ - - _ - - - - _ - P - _ - _ , _ - _ - FE E CANNOI Go UNDER IT. _ - - t- `>1 \ \\ _ _ - ` \ \. ) �_ - -- _ - - -,` . _� - ,20 'JS4, -" \\\: ` - - - 1.i TYPE I-r ASPHALT - . - "o _ - - _ - - - - - _ - - _ _ \ \ - / - _ - - _ - _- \ _ z - �_ 20 - - - F _ - ,- - - - - - - G - - _ .- _ - - - - . _ . - - � - COMP _ - - - \ _ _ _ - _ _ _ _ �\ _ C - _ - _ _ _ - _ _ - \\ \3s _ \ -, \ I - `- - _ -, - _ 30'7 �'F - STANDARD DUTY PAVEMENT 1 - - I - \ , \� f r _ - _ _ _T_ - e - - a - - - _ 1 - - - � Oaf 459 \ = SECTION - - - - -\ - - - - - - - - �= - --= _ -- --_ p PARKING 8c "DRIVE AREA --- - - _ ----_ -- - - __ - - - - - -- - --.--< _ - --- - - -- - - --------- _---__--- -_ - - - --- - - - - -- - - - - _ -_ -- - - - - --- - - -_ -- - - = _-_-- ---- _ - - - --- - - _ - - - _ _ - _ _ - _ - ,HIE. - - � - -�\- - . _ _- -- -_ _ --. - - -- - -- -_ ---_-- s �-1--- - - - =---- _ _---- - ,--..- - _ - - - - - _ - - _ Bvttale-erI filtertabric eOst be = -- _ E - - - - - -- - - - - - \ \ -_ � - �A�/t�1f T SECTIOi� A�I6, -- _ - _--- _- �dtaEar�== _ -- - �t , F r - - - N MAIL. - � ` -- --: - - - ` T - _ - .. - ,... - _ _ - - _ _ - - _-. - - - - STEEL POSTS _ -- - - etEher backfi7ltna with seik - - - - - - .. - _ - - _ - - I - - - - - - - -- _ - o ' _ - - '' , - . _ - , - 1. - _ - - - _` _ _ _ jf _ - - - _ _f reterial and taiWing or by Ptaca - - _ - - - - - - - _. _ - \ T.! -,- - ..- - - - - .. TA - -1 - - - _ - - , - - - NI RE FENCE tHOG wIRE� cashed stone to a height of 6` - _ _ _ _ \ '4 5 ILS -- - - - - . , __ --..., \.. - -- - a ' __ - - - - - - - - ``' -- - -_ - NTS - - - - - - - - _ - --- MIN.- - - - " - -. , above ground level- - - _ -- - _ DE _ - ---. - -(_ - � -_--� - - -- -,\ - - - - - - - - N _' - _- --- ., -- _. - - 2- - FILTER FABRIC _ - - - - - - - -_ . - - - - - \- - -, - - I - - - o - - - - - - - - - - - - - - _ - - - _ _ - - _ - _ \ -.`.. >-- _ - - p. a - -. - - . - - - - _ - -- - _ - BOTTOM OF WIRE FENCE AND -- - - - - - - - -- - _ - - - - - - - - _ _ . _ } \ \l" - - - - _ _ _ - ¢, - _ : - _ - - - - - _ - _ - - - _FILTER fABRIC BURIED - - _ - -- - - - _ --- - - - - N - - - J. _ - __ cg ,� '-_ - �\ ` - _ - _ - - . - - :5 _.. ,- _ c , ;7-r, E ijEf 6' IN EXCAVATED TRENCH.. -_ - . ___ - - _ - - - - - -- - i / l-. - _ f.74i r 't tea. w _ . - / - _ -/ _ - \,-___----- _- - -, -� - - - . \ _ \'` - - - - _- `'''"i(•i2strf �---STEEL POST DRIVEN is INTO GROURD- - _ - - _ 4,, $\ � _r -� _ _ p _ l - , - -- - - .. _ S - I ' SILT FENC _ - .\� _ -- - - - - - - - - - - - - - - - - - - - - - - /1Po _ - - - - _ - - _ -- - - - - -- -- - - - - - _ _ _ - _ _ _ _ . \ ', f_6 m .- . r won.EO w ra m .91.E" W - ` `s9 �9 < - - - - . - _ _ _ _ _ I _ ' _ _ _ _ _ _ - - " _ - _\ __ a � „-FRET 0"Ka sw 'M -- _ 2 �c� \ \i \ \ - _ - _ - - - _ _ _ _ _ \ - _ ION11YRr TAU \ - - _ _ - - - _ - _ _ - _ . �. ` _ r-- N - i /'I _ ALL °HbMp, nATMS one '� - _ - _ i - _ \ ` \ _ _ _ _ \ - -.�7 . »I 4. - OncN.AA[. y'N.r -AR[ aarAA s:otr MT-,_ - _ \ - - - _ - - _ - - _ _ - _ - _-_ 3-- - ( _ - - - - - �!�j�'II" 1 r..c ou •s. - 60 _ - _ _ - _ - _ _ - - - - _ _ _ _ - _ _ _'� - __ - - a- _ -' - � _ \ ' 44.5 - _ _ t - -A I_Zt ,/ - -_-_-- /39439 ,. - _ _ --, - _ _ - - __ _ -: - - _ - _ _ - _-. --- _ -"-- - \`. - - - _ - _ � _ _ - - - \ _ 1 ,I 45.8 _. \ - _ - _ i - I_t . - - !\� - - _ / _ k .i- -� '/' _ - _ f _ _ _ \ - S52oG&'p2.E _.A5Q 1`,E - •4�3 - --_�.- `__� - _ _ - - - r-- aA� I- - -- ' - - I\ `\ \ - \ \ _ ,` I- _ _ L :S- -- _ / - '\ ---Z{`'�'38' - - S'S - _ Sggc ---- --- _ - i.� - - - - - _- - -_ - - a- _ \.\ \ \ - \ - (�� gems Er wr tE - - - - - 156-9`1,. - 30 q>•. _ - - - - - - - - _ - - ` - " v \ \ - \ _ \ _ \ _ . . - I �4 . 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I', -1.j I - I,, . ,_ \_N/ - . - � - .I � I I. i I_ ,- _-_-- - I I I-,__/_. _.-.- -_-_---I_ \ _\ - _I-_ I�I :-_-_I- I -% .1I-r--�- I- - -/-1\ -­ I_;i\�-_I../ I,I_. -.I �. . _I 1- . , I _I'I,--4,_,R I - _I �I- ,I_- .- .I (,�_- _ - _ II --, _I_( II -I I -_ -I _NI '1_ _1 1_ I- �,I _ ---,- , I , ;,, - , - n - V I ID hdq / - - - \ - 4 ROCK / •W ° i - - r / - _ \\ -- _ / i DAM a6.0 � /l / �50� , ,< - I - : _ - - - - - . ,.1I _ _-. ,1L -I �� \.�_. \I .-II, ( _/\ ,. _ � ( \ -\-\ --� .\\- _IiI. 1--� . _T.7�-I1 �/ ­--,,I�'... -�'P-- -" -- `.,_ _/ � -1 -- -Z P- .- I - - ­. _ - \-�I_�, . - __./ -- _-, ._ _I -I I\,.I-,�� �-�, - - _\ /I _I \-I-)�-_. _�, \-I . -, �, ., L ,1�_.. - - /- _1,5 -1_\ I -.\.I-\_\, , - .T/ __ � /I _ i I ILI_-_ I\ _- .,\_- - ( _ _ -�_I \ -1O.,� _/, _\�1-I_- .` \�� I-/ . � \,., - ,1 _ ,I �- , . _ "I -_ -I-- I IL - 1 , \V A.A _ v _ - , //i' - ..`\ / 200 YARD - - /J�// _ - - . - - _ _ - i / �\ - -- - \ \ - \\ \ _ - - , . �- __ __ -- - --- 1 ! GREEN ,_/ - .r.� - _ _ "- _ - - � �_\�. ,,_/ I ,\-.I- . - -II (_1I 1 _ \ \ `\ � i i ! SEDIMENT / l - - - � i i i i PIT ., E 4 v\ , A / \ 1. LoGA-(IoN 6F EY151I46 n fwl, , SEWLF, iMiRti '(a 6E / / - �a a \ I. A � - �� -i j / \ / ARIFICV A1�ME OF [Ot�SihJcj,oN. , o .,A �. l __ - _ -- - -�/ /' / I / J/ o Z. (�NTR �R o h1AtNTAku Ib• JI R1icAL GRW f�okSlzoftjAL ' _` j \ _ , $ /_,,I, x SE Pin► IoN BEjweerl wAilr}NDhcwtR k�1AkN5. _1. i \, \� \ ,, \ \ - - � = "�� � ; X as `.6zII M h 4 [Ay F a MAIN Al cx prfm 0 - �j. t C(0 Gfl �{TrrP /SVorP / I v v-v 1 v , _ � v �_ ! /� // i "/ ,So-8 3 4s9 - G4Nfilm WITO Iita" GYM 1wP c A� •1116P1 UTtiTIf9. - - _ 43.9 1 \ _ - - i / ` BUNKER / M \,$ �CWM 4(-�RE'Tk4LMr stl Lify4t j/ALi.6Mhh%ILLF,. = - \ � - _- J \ � \ � / I' AIL INSTALLA N F1A1cKtkL-, AtiP is _ _ _ - - - - s . ) rRntfr SllAltt f 61Y v,- _ - �',� y \ i 5 Tw - _ J I - _ - / I `\ _ \ ,,\ \ / a 6F �Atf�IVILLE y(ttIFIcATj0m7 \ Z / �' / _ i_ \ , \ _ - � o ! / rL%d '� YERIf EIEYATIcN.2 /f 6LM/ERS AND UI-15Tim ` J - \ - , � 0 0 YARD I { __ - _ - - ' I IS _ R1� _ _ _- J / / - \; - ,/ \ \ /, / % 9v `6o(JDITION5 fhv/& � Lakfewtflvo - / \ \ - \ o GREEN / ­ _ - _/ / / -- _- - \ \ ( / - / � �- \ -_ \ \ / � \m - - -- 47.5 -S! 4 s., 1 0W f9AcT1 To R. E64III1 A11D VERIFY LoaIIr+tI - OF ILL jJ - / / - � / / - - - -- - - I\ <\\1.1( / - L\ \ 1 / / _ � i/ I - : ms,f1NG EKaR6Rd)fJD O111f ES-fRIBP, -a W DI461N4_. - - -3 X45.g _ J\ \\ - w /) �� / / ELEv. 10(+EEND / PHILLIPS-SAB!STGN ESTATE -I / v• A 0 Z /( 53 ,� - - , \�. �-� \ _. J v V / o w ( / n M_B_ 26, PG. 190 - v _ - _ - - - 1 - A, v\V v v � - '� - _ v � 0 . / ,, , / \\ \\ ��\� \ \ - --_ - _ / ,q71 z 1 ` BUNKER �I'- , CONSTRUCTION NOTES: - _ / L // /I / I \\,..., \,\ - \ 1 _ _ __ ( _. Z �/. _�S ELEV. jcj / 11� - - - _ - I / i \ \ \_ _ \ X w t/ ae' ,l °S9 I. THE CONTRACTOR SHALL VISIT THE SITE TO FAMILIARIZE HIMSELF / \ _ - \\ ! - _ W ,\ FENCE - - WITH FIELD CONSTRUCTION CONDITIONS. - _ - - \ I N 1 E a47 /, - " - ` \ , S \ / pLOP0EE0 1 18.05 AC. 2. CLEARING: REMOVE ALL TREES AND VEGETATION FROM WITHIN 6.1 1 \ _ _ 1 4 / FROM STRUCTURES, PAVEMENTS OR WALKS UNLESS NOTED 0THE9tHjSE. \ ` ` - \ \ 1 1� \ 3r GRUBBING: REMOVE COMPLETELY ALL STUMPS,,tOGS AND DEBRIS 3 Il-. - __:-, I , ..I : ,I - - :_ /- _, I -./ I. -.- .K-- , _-_-- 7I -I1- . y . I-fN_f�I -- _�._.1 1 - -1JI_-- _ 1�� a 1 - / A -- ' `- \ `` - / - Z \ \1'\ "- J / \ �I 51 I 4f 50 FROM WITHIN 6 FEET OF STRUCTURES. PAVEMENTS OR WALKS AND - 1/ pl o UTILITY LINES. 4 - I 1 =,S J l 4. STRIPPING: BEFORE EXCAVATING OR PILLING, REMOVE ALL TOPSOIL, __- / / j/ u ( \ \� PUTTING WOOD, LEAVES AND ANY MATERIALS UNSUITABLE FORA T # AINFNG -- __ a \ ! ,' -----� E Ev.ae' GREEN / / COMPACTION SPECIFIED. ), f . -i % 1 I ' 51 52` SAND -- - _y 5. CONSTRUCT EROSION AND SEDIMENTATION CONTROL BARRIERS AND i \ / li tQa -TEE- TRA MULCH SLOPES UNTIL GRASS IS ESTABLISHED, \f < - \ _ VI, 9. 5'a 19' PARKING S' a 30' WALK _ - \\ '1 /' Iry \ I ' 5.� _ .: 6- BORROW BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH ANY BORROW- 47i MATERIAL REQUIRED FROM SOURCES OFF THR SZTC AT NO ADDITIONAL v _ - PARR�Ne--4" -) 466 /- COST TO THE OWNER. 1 Ii 89.54' _ I`� _� N64053'07 "W PROPOS6 HYDRO- SO Lf OF -50. - , - I MATIC PACK DUP- COMPACTION: COMPACT BY ACCEPTABLE MEANS TO THE FOLLOWING - \ , LEX RUMP -STATION �' PERCENTAGE -OF DENSITY AT OPTIMUM MOISTURE CONTENT (STANDARD -, Go' __2' PVC FORCE - .PROCTOR):- - EA - CLUB < /C �• Si DII'EfJf BA51J CAI CIILA(10 I - 0 HOUSE « , Qy8 MAIN (MAINTAIN S COVER) COHESIONLESS COHESIVE j. TOTALAREA of SITE DI511JRBArJcE - 15•Vl pa. / • \ , - o �/ / / SUBGRADE (UPPER 12H) UNDER BUILDINGS 98% f 92Z " CHAIN SUBGRADE (UPPER 12") UNDER SIDEWALKS yt• AND PAVEMENTS I AREA r'I 15 41 Pc' EUf POSED It Ems• // J / / / \ _ INS 704 CLEAN OUT EXISTING DITCH �5L 9D� - _ / �� i ` \ l.1 \\ 4 / - / w 8XBX6 TEE S j _ \ _ - i fi fiV f FILL AREAS:, UNDER BUILDINGS (UPPER 12^) 98x 92Z z. �E1ERi11NE FLoLJ k R s�,-YEAR STORM / j FH UNDER BUILDINGS (ALL OTHER) 95% 92% J i _ - Q : CIA I _ �J _ - _ V -,v i (, / -co 505 _ : / � ` ( 0 5 t _"UNDER SIDEWALKS $.PAVEMENTS 95% 902 IE' MINIATURE I•, t ✓ _ \ r485 _ a GOLF \ �/ 8XB TEE - - C- v 3? z (SEE ATTACHEDSHEEI -' g'v4LVE LAWN AND UNPAVED AREAS (UPPER 4)(1 i \ v _ v X2 REDUCE So M. Roew -<�- - - I = l.o'' FAR 25 - FE/AR s'tloK/MI{WoItH 51 - - hIAIdTE, ?IMF Or COryCGry I �ATIDAI . \ / l \ \\ \ gS \ - 51'JFENCE / 4O 90% BST. � ) ( / � \ 2"BLOwOFF p 453 DAM. EACH LAYER AND BACKFILL _ - ^ \ / / / -- D L.F. 24• RCP - - A115.41 AC•, \ A482 / / 41' \ \\ \ - - \ -- -_ _ _ - -- -_94 40 qF. 2A"RC INV. 460 . - \ \ \ - - - - - 0 RCS' �5 ,'- z0•.so, B. DISPOSAL OF CLEARED, GRUBBED, STRIPPED OR EXCAVhTED SPOIL v v _ _ _ coNsnucrwn SHALL BE REMOVED FROM THE SITE. Q = i U. 3 Ci l C 1 ) (1�U,1 A) = 3 d.FT. / SEC. A \ / _ _ v � - -� - c flNrRArC e- _ 3. DEtERMIdl; STORAGE AREA wR SEDIMENT ' L - - _ - - - �v �; _ PP, - _� �� -E - -- --I� - v _ r eye-}x -_ - a31`� _aa� "`naDtoA- �- °,o _ AB. �+%�ayQ� ��� �, _ TOPSOIL SHALL BE APPLIED $ INCHES THICK IN �REp$ DISTURBED BY t - - l�'�`INS R I' RNLI LURED IgOED C_IJ, rT. PEP. ACR$. v I _ - -- - - v_, v :V - - - - __ - _ r -i`-F- �_.h0- ,Nv. °I _ _ 1800 x 15•I01 = 28,204o CU. FT. „­s +" y - �- o q oG"W a -TAN, I,i26� �° �z �r3 z 6'PVC ie'w.c.P �, o_ s;�1-e - R�'P CONSTRUC ION OR AS DIRECTED BY THE_ OWNER. f _ ;48A' i -v 4 �t-L- - - _ i9 2c 2 1B 20lP CII. FS. 1 J '4r, . i � _ _ CHORD _ , 52.&F _ 53.E . s3., ACRE M/DUCTILE SLEEVE) - - �- °I4025C Ff. \V �� j T y I s- N73 0 '� rs�.es ,sa.43 _ m a.aT - _ - ,_ -- _ �� Pe°;r' - �APC `-2u ' 2a"R c.a + a�> 'Sz.4e Sr.I v 3F7•(Mdx,DEPtN OF SE DIhErii5T0eAcE \ / 5"ss sarzrso HA e F s I / / / - -_ - E B 829.58 1 5 ,cs _ _ +ao. _ CONSTRUCTTBISCWORRACTO LL PROV RED y- ------ ---- ---14"[39SrJ f ❑-156.1FT ttEnI4TH OF-r33(+`-,wl d4e__IW F�. -- --- --- I -- - _ _ - - - -7 - --' - --' =J - - -�052 -6 -i. ao. - -s; s1--1 - ,_7.00 _ - _ --- - - - _ - - - ';_. --- ---- - - -- - so. 1, 3o.DO'ro C/L InrERsecrioN ��a 10 I - R S IDE ALL LAYOUTS REQUI TO - £=2, IB R. \ - .00 - -_ - -. - - - __ - - - AO o: -RENDER SON rW lc- - - - 60 IT. WIDE 49-7 / \ PP :_ - _LTA r 51g1 - -- � 1e7 `- 1 �. - - -- _ - -- - 11. CONCRETE FOR WALKS, -CURB AND STRUCTURES SHALL HAVE A MINIMUM - -- 1I ! - .1--_� ) /_ "- -/ I I. _ -I v._-_ ".I._ / -_I --,_4---_-" -1--,'­-��7­__­ _- , _I _-_ -. - / _, 1IiI- _1 - E i s� 2.h �� - _ - - ---- - /, - COMPRESSIVE STRENGTH AT 26 DAYS OF 3,000 PSI. A, DETERMFNEr LEOC4TH aF ENIF,f,GENcy SPILLWAY \ e ' ,r,.1 5 _ ,,u 4494� r,.'s a'n1. .. rJJ - _E _Fr A,;PnA-.r BORE UNDER EXISTING ROADWAY ; e - FOR 25-YEAK 3?OKM I-INE Q= 36.39 CU.r-r. Cc- ,/ /� - �' ,h%'II - .� (WITH DUCTILE SLEEVE) 2'PVC FORCE MAIN _. - - - - . - - l IE ri s3,°I 1R/w �- = 12x8 TAPRRIG PEEVE w/GATE VALVE 12• PAVEMENT SHALL CONSIST OF i I/2 THCH TYPE I-k HODI£IED TO Sh'ILi WAr Rf5 fGNi :UST. EFfEGtIdE LEnIbTN P f _ \i 4�,el I _� N I.5 F E F.H PROVIDE MINIMUM STABILITY OF 1,000 POUNDS (N.C. STATE HIGHWAY ` Ib FT, ANP' B - VA _2 O _� w.v __ -#� ii COMMISSION SPECIFICATION) BITUMINOUS PAVEMENT ON 6-INCH - ,. --- ,.�.I- -- . _:_. -_I,C- - , �__--. _,, 1._.- __-I,�, I 1I _ - �� -_- ,-:- - _ 5 BO E l l,= - �- [iou[s e:iF,R_LWA:a M.N = _ _ _ = _ _ _ - _w,v _ _ riINIMUH CRUSHED STONE BASE, TYPE ABG. ` Q= 3$•39" CU, F-T•/5EG - t11 1H6 i IiER E ATIafI. e1 a ,.+1 U�- I' / - - , -/ IN� 't / ESIERVA � . TOP: 5CL84 SRN. SEWER -- ova ` E - _ �' �C yIr Z - PP -- i JJJ. %V a i3CP - Y't � - It _ - - \ _ - - INVS4i.0 (PROPGaEO) , - _ a _Y.H. - __-_ _-_� �-' _ � 1 _ q J - __i _�� T5} �� E _ �_ TOP a 50. 64 _ - - ii•3 I - 5?, / C/L INV, 4514 ` - _ 't rtr 2T - ,gyp.-� / i �8 ql / - - / -LOT 14 - _ -- - - - - -- - n' l- 3tlu _ 1 3 _ _ - - l� j/ ri7 T°,. / / - _ --- ---p' n--- - - - \ / � HDx SUBD-VISION - - - - I� Rz 4,91 --3PI,0-15 O.K. E3 5 _ • / M.B. 28, PG.. 2G3 - _ - - - _ - - _ _ _ _ - - YR>f \ 5 oh - A 5�'0/ / _ w 4 / ' K C:� 51 ZL : yi MR pcgoaRe r`. - ,IP _ - `- - - / - _ - - - _- - i f i ' gal Ii I f�o'a Izo'Y3' IF 1:t.: aaa. Ru - - -- ---_ - 6 j51.K yh // I ~ •r•• i. -/ - "4a--- _. �,_ - T- .. _ - _ - _ - #_- _ CARRT 011WA►UP A _ � - - / • g. PE RI DA ETER PR�:jPE RT: ES - _ ., ,,. I- ` - - i - - _ a - _ - _ M: �/ - E , !OF eF ftAN - - - t' [ - - ,f __ - r5'� _ _,/ / _ M.B 23, PG. 132 - -� > fi. _ •s i e/ - - - - - `f _ - - - mes OF snLUAT" rta - - _ .` - -- a jTOypaTjR�. - - "'� •• 1'FRttMARs rIL y / / CONSTRUCTION SEQUENCE - - - LY 116e1*aaLer _ _ -. - _ - ' . IM/ a l _ - _ �-. r' AFFROL ; \` • - _ _ ►Leos a/oRAa[ Bash[ _ r _ - / 1. OBTAIN GRADING PERMIT AND APPROVAL FROM LOCAL AUTHORITIES _ to►-- - --.----1-----, ----- _'iOilte ,t'' SECTION TMRU BE 9 FILTER 11a1 _ _ - - - / AND NORTH CAROLINA DEPARTMENT OF NATURAL RESOURCES AND SITE DATA? YlceatrM9MRA[[oIl[hulaLeassicu ot'" _ i lwR / - -- - - - '� NO -SCALE - AREA - 18.05 AC. - -� - �LI � - - - ' - ` I ' `� / COMMUNITY DEVELOPMENT. _ _ _ - LEGEND' - - _ _ _ _ -4'MM s - _ _ "_ AREA TO BE DISTURBED- I8.05 4C. - _ - P.P. =POWER PO'_E - _ _ _ -._ ,�'NAi. f[Or[NT 0[F171 , 1R _ r f $. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE PAD AND OTHER _ PARKING - 97 (INC- 4 H /C) - !1 _ - - •41= SPGT ELEVATION TEMPORARY EROSION CONTROL DEVICES AS SHOWN ON THE PLAN. \ f ZONING - BI I ,� 4- -at IMP RAP t _ _ /_ - = EXISTING IRON STAKE CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. i- - IIVNa ■1. e•Y1 - _ _ - - - -= SET IRON STAKE - - ' _ - \% r ♦ YAawW l[Vtl O/ f[Olr[RT COLLECTED- - -- 4_- _ _ - / _ H/C =HANDICAP PARKING 3. CALL FOR ON -SITE INSPECTION BY" THE ONSLOW COUNTY EROSION ,i D CLEAN AN NN[a Tua LEVEL It II[ACPKS = SECTION `THRU BASIN 9 FILTER NO SCALE / J.B.=JUNCTION BOX CONTROL INSPECTOR. IF APPROVED, BEGIN CLEARING AND GRUBBING. - Styr �N �AL A, I - 1 __ _ E Ar I ON Df BMROi�ENTAL MANAGEM _ - j - _ - - _ _ _ - 45.5 = PROPOS D GRADE - - - - - , =-.a. - - D -` - - - - - T - - - -'_ - - 4. MAINTAIN DEVICES AS NEEDED. STRIP TOPSAIL PROM ALL cvT AND .• _ [A., 3' E� GRAVEL Bf RIP -RAP' FILTER BASIN DETAIL - \ MSI -- - _ j -___-- EXISTING CONTOUR, FILL AREAS AND STOCKPILE.' THEN PROCEED CONTINUOUSLY WITH - - IT - _ - - ` \ - - - - - - - - _ - _ - - -_ - =PROPOSED CONTOUR SITE GRADING. - - - - - - - -. - 1 - - - DATE - « ��-LJ - -- : _ _-- -- - _ _ - -�- FwR w1T1SEC110H AREA j -, - - y ' I , STORMWATER CERTIFlCATION N0. '1W Q S 0- - I . . j Fto wa►FOR nArls - - - 5. CONSTRUCT CATCH BASINS AND DRAINAGE PIPING. EXCAVATE BASIN _` - - - 50 MN - •AREAS AROUND CATCH BASIN AND INSTALL 8ILT COLLECTION DEVICES - � - WATER & SEWER PLAN - AROUND EACH CATCH BASIN PRIOR TO FINAL SITE GRADING. - PERSPECTIVE VIEW SITE PLAN, EROSION CONTROL - _ - _ - I- MAINTAIN IN GOOD CONDITION UNTIL NEW SURFACE COVER IS - - - PLAN 8 GRADING PLAN - ` - > _ _ _ _ ESTABLISHED.PL CE CRUSH D AG REG TE BASE C URSE ON NO SCALE �. - , ` - € - - - - -- - - _- - - - - ,,-ARAT _ D WI INI 30 - THIS IS TO CERTtFY,,,jW1%1!1iT4,IQ, MAP WAS PREPARED FROM AN - - DEVELOPER: - _ - - - - - - - _ _- - S A E G A O ROAD > _ EA AT EARLIEST POSSIBLE D E AN TH DAYS OF FOR - _ - - - - - - - \ - = - IE - _ _ - - - - - COMPLETING GRADING WORK. - - ACTUAL SURVEY BY,s'R31' �i�fJ�Eii'tVY DIRECT SUPERVISION AND C/0 FBR AN O RPZZO ICE FACILITY PERFECT- GOLF PRACTI CI` FQC i L ITY _ I i1 - " - . - - - - - AASHTO Na 1 pOCI( a•MN. - THAT THE ERRO, �'L qg VG4$t'M eLCULATED BY -LATS. 9 DEPS. - - - - - - SHOWING PROPERTY OF _ - - --T - - ' - o� 6. ON ALL DISTURBED AREAS, CONSTRUCT TO FINAL GRADE, SPREAD TOE Ig 1. IO DeMCP 4., "��!(' ,w = 5026 OLEANDER DRIVE _ . ` A9C s 3' SOIL, FERTILIZE, AND SEED AND MULCH IN ACCORDANCE WITH t `=�4' O.� s wILMINGTON, NC 28403- �ENRY S. F�AYE Q_ - SEAL - - PHONE: 919- 791-.7155 Vf _ _ Q _ . '" R � SEEDING SCHEDULE AT EARLIEST:POSSIBLE DATE AND WITHIN 30 WITNESS MY €) D0.S S 9�Hyg SAY OFF► =; t994. - A _ I - q� /� " = s . _ Rb DAYS OF COMPLETING GRADING WORK. _, ?9 05 a NOTE _ • ERIC H. - BUFFONV - " _ a . ti .- SECTION A -A �i C - , = JACKSONVILLE TOWNSHIP ONSLOW COUNTY NC = i _ 4 . A 7. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED JOHN L.PIE3 E x,LA•` o` 1 :- ' ` ` ``� L.P� °. , 1. I(CATlcISOFnasr=WMMINIVBErs TTaAc JOHN L PIERCE - SURVEYING I - ._ - COMPLET LY, CALL FOR INSPECTION BY THE ONSLOW COUNTY �, ` J ! Y R - > EROSION CONTROL INSPECTOR. 4 4111.1149040+ - TIME OF CN. - = 409 JOHNSON BLVD. - JACKSONVILIE; NC 26,540 9 2'�TEAHOPHONE: 9t9-346-9800 DATE: JUNE 2, 1993 RE�G4125195 ' - ` \' PLAN 8. IF SITE IS APPROVED, REMOVE TEMPORARY EROSION CONTROL f - ­_ - $GALE. 1" = k00 F.B. 197 PG. 22 _ - 3 _ - DEVICES AND SEED OUT OR PAVE ANY RESULTING BARE AREAS. = 3. OWTRPL'JCit YO IAY �>�_ � E1CIItA JIYTH t0 AQ6ID - _ I ' _,-`� " �- - _ _ - ANY OE2 UCT WTTH SLUM RUER-I R OM 13TIL IES. Y 100 50 0 =100 200 _ 300 A. a ` 9. PAVE PARKING AREAS AS SOON AS POSSIBLE AFTER BASE COURSE HA3 r A- AIL LOIS W= RAVE -INDIVIDUAL iTA'IP8 SF'tiMM WORSHAL - _ T REF M-e-26,PG.99 TEMP,1" CONSTRUCTION SET UP AND I3 DETERMINED TO BE STABLE. DairySE39ICEANDW=YCICESWrMCASTIRONBOXES.(SEE DETAILS)) 0 B. 9U, N. 151 - - 5. WATER Samy EP C Low (DCRCY. _ . - - y SCAL'E IN `FEET D B 988, PG>385 F_ N TR A N C E PAD DETAIL 10. WHEN VEGOETATION HAS BECWME ESTABLI SHEDN CALLRFOR FSpEL SITE 6. EXLSTL*1G wAmt INET$fATIUjT FOi;'fL D isY�mai CHUM. -- - - _ I t, i .`_ _ - a q y£ l , , . - - - i - ZNSPECTI N BY THE ONSLO COUNTY EROSIO CONT OL IN [TOR. - ON CE - - 1 -----\ NTS . _ E C sTR - - --- - -'9. HATER -FACILITIES TO B UCTE-D IN ACCORDAtl ,� Y� - - ---- --- -� - - " - -"- - -- - - - - - - - - - - - - • WITl► CITY OF JACK SONYI E STANDARDS- _ - �I I� ' O /k� �j - �6[UV>� MAY 0 5 1995 - _ - _ PRO, # 3w.6 450503 - - - � 1-1