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HomeMy WebLinkAboutDrainage & Contruction Detals Plan 2001III =5 19G* > u- UUJJ H. & L. Z) C:) 2) (D 11 it LOT SEE DETAIL (per Filed Mop No. /-THIS SHEET SEC TION ON 80 LF. 8" CPDP 010.46% If U A-3-2 I /0" civp. 22 SI A-4 Fence 0 13464) TOP 900 1 80 L F 8" PVC 01.00% SEL YN pAR, 8" X 8" WYE INV. TOP 203.00 INV. 227.00 d S Ey, C1 .38 oP No. ij OPOSE6`RIP-RAP INV. 198.06 (OUT) TOP 182, 91 Qg wall INV.= 222-14 If TOP 181. 66 T FWW 174-91 z INV.= 217.00 OT) SWALE (SEE DET # 14) INV. 200.00 (NOTCH)1 L 22235 INV 178, 86 LOT12 INV 174 46 (5) j INV. 198.06 (IN) IAIV 174 J6 (/V) ncre 2,30,::: 22 10ck - , / I - SEC TION ONE Gha MH A-3 2JO 86 e 2 7 L.1-. ID GPDP, zk��,,, P 9 12.50% TOP 201.00 ROSELYN PARK 6 Filed A40p No� INV. 191.19 (OU MH A-2 INV.= 226.20 (IN 13464) + 222-15 (OUT) INV. 195.98 (SOUTH) TOP 187.7 anc, 810 2 INV. 179.23 (OUT) 2JI. 5 INV. 198.00 (WES�) LOT14 Ck R etaIR14 wws State step INV. 184.45 (IN) Ch SAIVITARY 2 OU'T"' URk fen,g 7 11VV 774.14 J8 2+1 0 2 S y 53 L.F. K, 223. tone TOP e MH A-1 RA '�"CPDP 0 1 'to"e tec. me ter INV. Z05.63 WES TOP 184.00 EX) (FF ELEV RE VSTING INV. 3T� 1,972+0 MUM +189.47- r B N U + INV. 173.76 (30 2.32, 49 �kl�o S 192. A INV. 179.00 (15- IN) 26 L.F '9J. 5,5 CPDP 0 �5 2 15 19409 @ 2J2.94 - -222 + cs!! CPDP @ 8. 00% -62Z + 231� 1-9 1 .75 72 PROPOSED DOGHOUSE 22J 63 PR 229. 11 )S D MANHOLE (SEE DETAIL #10) 0 2 224 1 1 , 1A1DPV&T1 AGE lg'5 27 A-3-4 %XAME 232,64 - + 12 LF. 15" + M it -�F TOP 223.72 SEM 195 67) 54 R CPDP 0 1.92% 23J. 25 230 4 215 99 INV. 219.00 222, + + 7�5 194 57 192 qO 224, 8J �2 8 OPOSED PIP -RAP; 2.31 55 S ALE (SEE DET # 3-5) 4,� 224. GARAGE 228 LEY. ?W-55) It 194.07 11-11 1 " - + 231�96 2 '204 41 193 44 ;U/P 230, 1+ 19J, 24 1 : 15t PROPOSED TOPSOI - - - - - - - - 70 (:�,) 22817 .41 Asphalt Drive ST005�)I� LOCATIO It + Asphalt Drive Ely. C/ + @ 19;" -�5 2,9 TOP 191. 46 n 11VV 17 285 TOPP 22 7 215.6 11VV 172 96 1 11VV 224 12419 4�� 1 Coble Box + oi- PROPOSED GRASS Elec. $I CONSTRUCT DRIVEWAY 222, SWALE (SEE DET 16) de. Box NTH ASPHALT CONCRETE t-3 196.65 tZ., F '224 60 8") 6WO CURB WITHIN LOT #28 INV. 205.63 PROPOSED TREE WELL S PROPERTY LINE + CL�-A 229. 225-36 -09 T (SEE DETAIL #15) ElY 1VH + -- 203 Lf. 15" �v -111 C14 0 0 04 (0 (D 0 to 0 0 0 14 W) 0 C> IIX� c) C> C14 (0 c:> C'4 g c) C-4 w - 0 C> C) LLI Cr j C) :m m 0 i Q: Z P 0 0 LA- LLJ (Z) M Cr F- 0 c, * Cr- LA - 01 cr_ r-1 i m UJ uJ UJ Ck-- LIJ (.D LJ.J m w C) C14 z �� m 0 Of LIJ :C U-) C -D 00 LO U) < 0 LL - Ljj z 0 q> 5 C-) zg C-) a 'o, i� 0 0 0 0:: 0 0 In C> W uJ CL m M cr_ in I (�k W -u w w W >-j < W I.- L.,- cr_ Lr. 11Z� LL. 5 LAJ LA- Q < cr_ LJ J IJAJ in (n -j < z 05 05 5: 1 < 0 -�c (p> 5: uj 5-- La Lr - < C> 1 uj 0- W 0 C:) W Cr LAj CL 3: m in '(18) in t8 n tx n LUX 5; 5; m 5: 5-- uj LAJ a:: LLI w =:) (10 LAJ C�D LAJ <.� LLJ 0:: LAJ a: 06 C -i Vi 4 U-3 (6 Jr-: am-" LLI Cr j C) :m m 0 i Q: Z 0:� j *-- >- M 0 0 LA- LLJ (Z) M Cr F- 0 c, * Cr- LA - 01 cr_ r-1 i m UJ uJ UJ Ck-- LIJ (.D LJ.J m w C) 3: '71 L.Li z �� m 0 Of LIJ :C U-) C -D 00 LO U) 0 am-" PRA ft- MQ APPROWR im S,'AZE- -bA 7E 05/30/2001 �OJNO. 98068 SITE bWANNO IVO -- D :m m 0 i Q: 0:� j *-- >- M 0 LA- LLJ (Z) M Cr 0 c, * Cr- LA - 01 cr_ r-1 i m UJ uJ UJ Ck-- LIJ (.D m uj :m 0 Ct- C1 p cl:� LL - PRA ft- MQ APPROWR im S,'AZE- -bA 7E 05/30/2001 �OJNO. 98068 SITE bWANNO IVO -- D i I I �, I , �� I ; I I . I 11 I � I 11 I t � I 1, I "I - # � I � I I ­ � I ", � , :,: " ? �, I I , " � � I I I I., , "I I'll �:��'.� � � � . 11 , I , I I I I -11 - � � - , I - a Degradable Erosion I � 11 % � I I 01 . I I � � ''I . I'll, � i" I 11 el I I I 1 �. 1 I . 11 - �_ � � � I— I I �� I I I . I ­_ ­ I . I .m.i. � 1''. , � ", I , �V�_,__ ­ "I'll, ­­ � ''I', , ntrol Bla, kets I e ­ , I � 11 , I ,�,_ �� � I �:, . 1, -1 11 0 1, ; _�_ � I A - I ''I I ILI, �, , '': �, 1, -­ i, 'IQ 1, nr - � I . - I I &,, ,,,, - , . 1, �� 'k V, 0 , ­ - k I I I , 11 .. 1A , ;� � , i , -n " ­ 81 d , ". 7 I I I I , 0-11, , 11 , ; I_ In.tallation Guidelines , I ''� � Elarthstoppina So utions. I s I . I - , - I I I I - , I -1, I I I � I � I I I . " I I . I 11 I � I I � - I I I I I I , I I I I :,:� I I , ti, � I I I I I I I " � :11 �_ ',�S -a ton , , I I'� I I �_ _',,tto Prep rat � I . . � 1� I ­� � I I . I � . � I I I I I I � I , �­,� Prepare seedl�edbyl realoving rock, wood and other, oKstnictions th,it would j_x)tetr_ I � - I I I I I � . . I I ' � - � ,�, I tially interfere with th,6 blanket'i ibdimitc, corrmct with the soil. Applyseed, f rt , I I � I I I I e i! I I I � I I I � I 1� 11 Izer and/or soil mendixient-,, �vr specifications. prior to inst"illation. Seed May be I � : , I I , I .1 ��Ccl allation when usin * ,7 11 I : pla' ' 11 after i hst, s g, 1,andlok 40 (3lq407C;­r �i,s a reinforcenient I I I I I � I I I I I krini fox- hydraulic raulches. Wirien using this niaterial to -,.irchor straw or hay , � I I I " � ' I �:, , - �at , � - ., y/ha 0 ton/,icre). Then ins -all � I : ,r Wflche,, apply nirilch� no more than 112 k� I I 11 I I I - I � r0s V0 ,rt . i 1� I I I I I Landlok e ion cont I blanket Ix, he follow rigg, jklelines: I I I � I I I � I " , , , . I , .: , , I , . I , t , : � , Slopes I , I r � , � I I I . I I -1 I , I . � , , I I I I , I , �'. % A � construct a 150 X303"Mra (6x 12in) anchor trench &!0-9C0 nim (2-3 ft) I I , I I � i � 11 � : beyon4c''rest (if slope. SmPle Laidlok crosion control blanket in trench oil � I I I . I 11 I I � � I I 1 300 nim (I ft) spacini4s, hackfill and compact soil. I , I I I � I A on Aopes fljttx-,,,r th-,an .31+1\1, Lindtok erosion control IlLmket c,in I -o 11: I � . I , I . I I I I installed -across or down theslope fircc% OverhAp edges with t1tre lipslope fw.o�eri, I I I I I . I at oil top. �_')t,Aple along centerline of overl�rp using genenil starAing p�arternt - I � I � 11 I , ----,-- '' ---I A On slopc,s gr&.tter th�i n 311+1 V rol I I Umidlok erosion control I�Imnkets down"lope., Overfar edges at le"t-st ' ,V 300 alln (4 inY Si�tplc �Ilollg c,��.nt(t­ line of overhip using g riej,il ,t�iplin�7 ii�l W - I potrern. A Shitwk-lar, Lindlokerosion con- tt-ol Wanker roll end,, on slopes 'i � ninitinull, of 1`0 inn, �4jn) �uid iti the direction ofivater flow, S-�iple I overim, on 3,01' aim, k' I (r) ,q,Acings.. I. A(, � 1 " 1�v t �_ in��,,Ic,l-,,�p,_nd of rolklat lea-st 3�N'nmi (I f ) %vidl I i�'­i!­, �, _,lui ;­,�!,��_i:d 0"I 10ft'lil"'! it, !'­',�- di�-,­C[1011 Of 1�,,�,(,� I.i . %; . . I., . I I I I ,. �;, 11%11'� 1�knc�10! ON,Crz�ljj Vvit:11 two rows ot I.Ital)t" iO3." "11111 I , . � I , I , I I I . 1 ,_ k "'�N , - � ; ;�',; �11`1 I i ) . I ;�It I I -1", Ozl , ,_,Ct� I ri al ( I ft I spacin-s. , I I I I , I � I I I I I I � � , - � A f'\i l't6-9A ,� i i ( 2, 5 -3 0 f I ) iiltefv�tk, �11 1 ong tfw I CIw11n('1 �1; 11 � - � I . - ­ I I - I 1, I I - - � , ,� i, -t� !�zt�ljrj, ii""I" A "'t)"it, t'i, sf�Wlh,_-�� 1,50' i'11,11 �6 iii) :1!%�t I I � � 1�1 I , I ' I lwn place .� sc�,-�, ind row " I i I of .5,uipw_� 15C) nito (6 in) I 11_i, ��V rh(�- fl'� A !`�:V; 1'ri ,1,q,­]��<",­,CO j -t 11�tul'h. i"', , I . , , ", I ,,, � �� Anchors I I -ill � . - - -11 'I ' 40761K I !,­,�.,i�:-,,, �­).,!,�J,J�f'; r %,f-t� T1 !)'Iilllc�� .,11K i_W, , ­ , ,,, ! , I I I t,c I " 1­� 'I f, � , !�� !. - h t,t't I � ;, � " ; � 1, W I C ;"""� I -1 �,I� � Ill 1�tr;qed],�:,Ic,, _' I I , � I I � � t - , �:: i .. "i , t I ; " ,� \ 11 ,wt ­� ,; 1 -� 6 iw. � n -.!n , I ! ,;�ni-`t�,� . :, I " I '' � , " . 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I . , I � -rf,i;,c(:t ,;oil �(abili:-,!O,on whiCh r1'(."�k:,:r!:i -��Td� �u-,d provido st, I . � I I I I I � � � ,Wfit�, 01 ;�11�i!,W�1_ ,\!� "'or ,I"Q tnau�rizli MtO the t rc, rt�(" I I on , I I I � I � I P WOOdy p�,,rrm,i in ,th- Crit i,�"Il c�lrlv , �� , V01,11-1 : I 0, 1'. -, , - wd)� I "I I 1 1�, 'A_ U, �,11,.i I I I 11 I - I , � , , i � I - 5 �� I , , : ",�,, ,11 A,; i x , � I "j �_A_U. j " I ,,,,, .m- , ! i" " ,!­Idzi�­ o-'I't, I .1, I ­ , ,if ,Ic� soiL K"Ai out i ,� � I I � I I � As ilic pkint,qvt ,(It I -ill pi�,t� xcri,�Ils develOp"i'C', "s ;Ind �,�),ttiw, "O I -I I . � , ", " Linldk,! -tt�i_!( � 1,,�,z ,." i (_'i'f us;ni,, 's, (�Ind�'I`, I 'K ,,,,�i " t 4 � i , I tid insudl;lttiorl �.Ind � � I � I I . - ,-� t urw'orislj ic�ed through t4e de�_,]:t,ldin�! imm,rio 1. L;Iridlll, ,III,- I . I � I � � - t j " � � "', " � '' f, �,i�l %.A.`,!!,!­�,� ,it � ,ht �, Jjw �-A! --I � i, �, -It'ir-'s � m I t, ,ill 11'.1, fl, " I ­ �,�! .11. I " , � . �.,. 1. � : I � I I I 1, � " 1--o"�,_0t, C'111111i'Ull 1A;1.,ik,,_,!,-, 11, r plk)�,,�,,;­,�;, 1'� 1, i 11 111C �1, �1 *1,; ,I V C i I 11 (i 1, �, I I I I �1 I I I , . i � � il *inal sr�fpk.-s :,s t-01,11RX-1, ii) ('(111 "I'liFik 41 11 'I'll 11,�,: I', - I n,q�l 1 � ;Iddil � � P- I't I , thr"ugh the nuttrix. The vvide r0lis �XR.' ,11>0 ldc;d k"? I I . . , , � I I . J� �'l , � t . i iO'� & ")I 31. , I 'Iiil�;i,-! !!!�,* pr, ,i�t�:! i . , t" t'it�,T upw",rd frOilt 1'k � �, tA 1; 1), I I I I � f wrapp.td f-1111('.0 JV�illrls- WlWrl C.0111�,Uu,Ctl�;11 i�� 1!i�)IW iii IW�. � - I ,�ii �,;,. qlk, � it C11.,_!;W(d, ii1q,01i'sod usirl"', S� ln&'Ird mwt ho,b�, I I I i" It: with a '11'anufa tirer I "s ceclhnic;ll rt�,tp(",�env�ltive ;�,,- 1.1011SU Cr I ,, . . "I ; . � 4 i't, 1"t.: -,f­:,!�­ 61)_�A�,,h; <t �i, " i !, ir � � I :, ;1� rkt,"Juin � ( .,;11�dfi�:11:on ind � , 0 c d dilqril�utor for insi�fllation �),�Sist�tncli., lvir(i�.111;)dv if I . , , jh �!" . I " i`i"C%,.�­ til -i ­c, ) I , , -t t %,Pi�',d I-,' on 1­,-'-� i n (4- 6� I t ) c C! 1 t (� 1-�5, . , I I I I . I I I I I I I I Itillicluc conditi't-Mis apjlk"� I I I � " � " I ­ --- I � I � I I , . I 11 � I I I . � . � I , I n , I � . � I I I ) T I / �' / ,e'-"'�,'� ) NO, / SEC T1 ON ON ,�_""';,�,.��, 13,464) LI A-3-2 F , ROSELYN �,,�,,_,,,,', 11 .111, TOP 229.00 / 80 L.F. 8" PVC @ 1.00% - pm - � '_,r�, ,�,;��,f­ ,�, t�-Q�- 11�1?,:, -, 1_1�1 " ,,,,.�� 1-2 " ', ", � 11 " ., , , INV. 227.00 1 `�" , (14 ed Y(7p No, I- �, ­-� ", �� /14, J, e,� 11 *:�' .11, ""' INV,= :222.14 (IN) �,Y` 134 " ", ­ 1 -4) __� /2\ ,�i �P — 11 1� /_ ip � 1 22235 11-1-11-- ["n't, INV.= 217.00 (OUT),ifLOT 12 ,-�� _5 � �, '226. . 14 �f4�' 1�1_ 'S , j. � , - ,, __��4 , 1* ­4� � � , " _ I � nr_ , � I ­_ I 'a _- ,�-,�,�­ -.,�,�o tt-t."o A I e , ,�,4_ "t" ,�, 1i , e 1 2j() _­ �, I 1� � . 4V&L ,ft-- t% . , , '111 . /+ - 1. 41, �� � 1, , - � 'i, - I A I � " , ��, 2,30. or �� ,11'1��e 111� 2 j 7,4---, - -1 ­ ­ , �Y7_5 _,� 11�� I I � 11 - 11.� . . z ­vl ­�­-�,, W, � '? ,�5,ti�,,;, - w, .XA. I J04 � I—— I 11- I I I I � �,111�! , 1- 1 26 . I ­­­ .� � "Ot", .. 7- 2,50. 1z 11�1 I I-, .:­ - I _ 11 1 I "I � � �, T1 1/� INV - 22620 (IN � 11 I -z. 50 A ; I z _\ __ , ­",�,O',­­w f`%01� t%-,,`� � I --.-qs _01114�111i�__ 1_� --"W-"'-, - - I , 11 I Z,�o "101 I �`tlt '. - -80 L.F. 8" CPDP @ 10.46% �,-­-' 11 1��" 11 �, ' - I /'�� _�'/"_ "'/* , ___ - ' - �,"�2, �""_ A-4 10" :: CYP :.',_� ii,��s;; ,,i5i�:, � 8" X 8$t WYE ""' " ___ - .4 41,11� 11 � � � �,, , INV. 210.83,__,_,'5" ,;_ EX Cl ,39 " _'X- -, -, [ TOP 203.00 EX SIVH I 11���, �� lz�!�1­ ,e,�k_ X, ____------�D I I ­ .1 I , �;i ,�_ �� � _tt �­,_ �­, ;_ POSED RIP -RAP / INV. 198.06 (OUT) TOP / 52 9 1 11 TOP 1,51-66 /_ �;V�ALL (SEE DET # 14 NV. 200.00 (NOTCH) ,"�OW 174.97 ,_� I � 11 INV 178 86 (L) 1_� I I INV 1 74. 4 6 (S) SILT, FENCE TYP. INV. 198.06 (IN) . INV / 74 J6 (N) I ,"� - -i�,,F ��f- �e ly ,,�� t,(�,-,�,1`77��,%�,,,� I I ,��,- , SE ,,, _ C TION ON[ I I t� )) �,,�,. P� '11111'�Ilv MH A-3 I 11 � st�,JiZ, 7 L.F. 15 CPD " , ROSF /A , 1� �' L ov 11 � .,,,�,',,17 / / TOP 201.00 1 ,�,,11'11 CP P @ 12-50% � 11 / , ,^-:�, ..."'o�­"..",-, ­;Iit 'V`_,__� INV. 191.19 (OUT) ( Filed yo No SILT FENCE (TYP.) �� 11 MH A-2 ___ I - ) 11 TOP 187.7 I'll I / INV lq.Sq (OHT) I I '_-, . I ­­ -1 11 ,ft— . . , �, I , I ,-. - I '1:ill . . . . . INV. 179.23 OUT) � 11 -P+4: , _,� - --- �:-F, , "I'll .... I'll . , ­ it gj!4"�� I I �� , 11, . I I , �, A, " _._ \ t, � 1 I - ­,%� ,` Zzi +1 291.52 j �, , 222, , - � ',� ,,,� � � , INV. 198.00 (WEST) LOT 14 .BALED EROSION � 11 I I ��o , ­ � �,, _tvt� "I 1, .`l`� , . I 11 I I., I �J�VW,­ ,,,,,-, 1, ,,, 10 I �e_ �­ � I I.. ,� ": -_ . , I 11 I-.- � 11 INV. 184.45 IN) ck + Slote Step . I .11, . , ­ "" , Ili I , I � I - ., I � �.'' � _ . , , I -,--. . , I 'O A . I 0. . I Was � I F_ --_-_i l" R , ­-, '' 1 .,:, ", '�` �� ?.�,, :,"', I , (TYP ) I ,� Lellel I - 11 � I �� - .1� . ­­ , , I CHECK I � � - , . I " � a4c � �­ Y,5. 11 11.1 I SA A// TA /1? K �, � �1, , " " -� � "I -, I � I ,�� I � I/ , � T , I I ,� . ­ I ' `� � I " , --I I J , P_1 � t,' ,h I __�? 11 _ I I I :,�'- ­� ' "t" "01 I I � . 11 11 - - � -I- .�, ��,�� �`% - /0 11 --:i I? .13 1 , I I - rl'_,��_, , 1 ", �­ - I INV 174.14 , Zf ,_,�', _1�1'1�` I , ­ I CLE OU ;i�,�� "1�1' , , ,­,, I ," , ,.��.- I I I . 'it I I I ��11 ''I'll, , � �­),­� I I "Ot% 240 A _i, .1-0,v: " � ,,, 1 � , I" 1 7-111, 10 I , .1 I 1,11, I , a -_11 . � ftft� I `�,' C1 ,)I()RY �r �) J L. r. 0 ,,,�, I 11 -1 ­ - I / -,�; , I., 223 V ', , ;`� I X , � I. I 14 ", - , I -, �& ,,, " � TOP 2 . ,,t"', I "I I .1 .. I ­_ , I I it I I -1 � ,,O� .1 . I � , �, [RAVE ' CPDP @ 1%j. -r1/0 .-' Stage Curb �'11­1­, _ , , I ) ,� '� ��, x /I " ,� i -,P 1�,,.Jl /t � C. Meter - `�"�', ,'I INV. 208 . 63 WES ��. � ' I Meter ­ , � � , I � , I I I ��_ 11 � . I" 1, . �� lk t,,Z� 1� � I I ,�� , , 1 4 � ��,­�� ���, 11 1;1 � �,,zj*_ �� . _�� - - � ,­�_, '�'�,, ---' � , ,�.__;, ,,. � P- tLEV 234.1 _��,, _�. ING ;tt;�,ti� 1,4-', �_�.j!�," -t INV. 207.13 ST) �. 9) , 0;��P�1� / I ) , "�� ,� 1�1; 1. _f;_v )f I _� �,,, I'Au I I I IN T' 49 L.F 8 22)�V. 208.00 VUTH) 3 - 't "I"I"11, 1;i, I I 11 . "y�', � , I �� 2J2, I /! '_ ,�,., e�l 0 " , ' � , '.'. '. t �� I , , " , - " " . "I 11 ��_ _ '_ - ,,, 11 111��,71_,­­ -1 "� . , �,%,,�,' "._� \ -,:, , ff I'll , , , �; � .... ... . ; , � 1, I 11 � , , ­ ­,�­ "I.,. - ;1 I ;I CPDP @ Y.45%_, __ 11 _.�', �, _t ,!_ ,, �t C �1­ - - - - - Z�, 207 � � �:, I'll . - "I � -,_�, - -'�', __,� + (^N I ,'I I ,.'' � 11� -­ ,�?,,,z, ,� 11 1, 1� ____ ­` ,-, _,i� 11-11 , . I I � " � I � - 223. ,� I ", '\' ��> �1 i ill � I " !�, 215 JJ 5� 2P 223 95 " � I I , : ,2, J2.84 I- .) 7ir­ I �tt - � .91 OD i�_� 1, � z I , � I I 2Y. 19 1 . Z/ZZ. / -) �`, 72 � 11 � � I- i , + I/ 11, 16' I I" cz� '-, I � , I , I I , � I . I " " 1 9�_ 11 �1. I - , A ,, I "�'. ,\ I � � ­� . � ._ 1 229 6J " 0 - I � _ I , �,� I I " , I I �� . - � , , ", � _ � " . 11 <,�_ . ��,�, *.1. 1�'11 I , � � - . _:a? � I _� lill S-) 2 ,z�� 224. 7 __� I ft�l § __ � & � A-3-4 . "" _,�� - t 2J2.64 --t; �� M �,';,� '�""". � Q) 226,16 . I , ", + a �// �� TOP 223.72 221, 1 1 1 a I \ �,, , J,l I �`, 290.4 & _Sz:�_ 215 99 �,� I I I . ;11"`�,, I, 2JJ25 INV. 219.00 222. 71 ' . 'I", � , 1, _. �� / / - . / — 21500 1 1 - � � K ` + + `(I , C ) �11 1'� I + I It I , I �. Q5 (:�� I III, , §1, , / 22483 2238 1 "I I'll 0 Q , � . I I'�, �5 _.�. I--- 231.55 9� 229.95 , _,�; a i� A " ft� �` . �A� 3E) C-) ;�� _�, .� S I . . "I I " "Z�� 224, -�a 3 � I IC " , *1 , , � _ � / . 31 t� �,,, / , I'll 2_28 \1 � . I , � _, I\- � � 1-11 'It , _<_�� 1*1 �� " "I . � �1 , I 11 11 .1 7al_ 1 __ I �11 i ' "' ",,,_ I 1�01 ,��,,,�,��"Sl�l-q,-"��,i4�,'���NV�.;��,,, 1_5 . "I 11 .1 -. I I , I - , , 1, - 4,4t S I I "It ', - , �� '"', 214.18 , I ��, I �' �, 11 �, I � r I . i 204.41 " �,, , , OF . ,� , -1 I '. , - 231., 1 1 -,, , ,z,�t � � I I I . , +, , \ , 1�i � � . �, I '5� "', ;� t,-��, 2JO I I , _____ q ,�� , , I _ t, -11 - i ,- " , ,,-,. , 1-4 , I , , � - I.- , � I �_ 1`1 , , � ,_�, _ . 11 101N�111 � ,, ,-,,A I , ­-�: I I X 1� I "t <,�/'_ V � ) I �1� 11 I'll �', " �,, I `_��P, _,­,�� _­Cn ' ,, 1, 1i � - 1-7 229, - : 1 7_k - _;0 (�� 15 . 11 I - - , - - 11 t, hill , , ,:5,-, 1 1 15,0000, �� C - " " , ,�, �� SOI � k , 1�1_ ,T- (::�) , : , � " 0-.4 228.17 ��, I �� - I i,, � , ; :00000" ',,�, 1 1-C) % �11�, ��_ ��0, I : ""I , I 11, ris �� -,/ I I ,,, � ", �,,, ��o 11 ,,, : 4 : , , - _V__�__� I t , �,- , . : I I , ''I . ,� . \ \li � t�_ --� ;A I. ___� I 29 . " " + Ex CS , � <�_ ,- " I �,�,�-,,, � , " �,,� " d FENCE 7 ,,l "'' I . "I "I "I , , I �1" . � !t�. 11 �_-- � � , I- � .... .. 1�1 11 i41 .S , , , , -�-, TOP 22 7 \ 1 215.6�7` t*1 , :, I 1, V 224. 1 124,19 1 1 1 , � t �t � 2 71 /��-,'- IN 1� A�l - . 1:� I 1�1 -_". 9�? ­­ I trjmi3� 11� I IvIn M_ I _� . __ . �1� 11 0 1 ___,�­ !��� I I , �_, I I � 0a . � -7 �� -1 ,..- 11 /TOP 184.00 - I --, -� '' _­_,,�+­­ � �,_� I I . _� 1 /,7��'#-,X-,r,��n,_,� .. ...... � I--- 1972+0 I & " - _ 1, INV. 173.76 (30" EX) I 'S /9 , - I 1�:,�"-"'�­�,�_�_, �,_'__1.4, - 11" ,-,. )!P I-92 6 . TT . �,,'-,,,`tt 186 L.r. )�', ___ 11 , I I INV. 179.00 (1511 IN) _�. , I 1 6 L. F. 15 19408 19i 55 1 --. . ___�� . DP I f- 11� ,�� , ;; --@. 3 627. , - __ ',�� 1 --:4. '�:_,. I I SE ,��_ BALE FILTER (TY PR POS�D I :t",,� MANHOLE (SEE DETAIL #10) , ��11' 11 1 27 1'1_� I ��.� 15' WID V&ACE 95 "', I /_9j i- I 711 ill .Cl AYE . -fl- - /89, , I 1) _Z7 1 L�j (10 \,-- 12 L.F. 15 Cz> -_-!�� �� + I I T n V, lzw) L,_j C114 . Z,� CAD Q� SE E I 'tc C"i I I CPDP @ 1.92% Q: Q) J.) 6 1 11 194.57 _�15 , I I Q-71 / 92. qO --t- lz:,_ C� OPOSED PIP -RAP Z�� S2 :� I I C") _�= I I 0 1 L �31> I r---� - �� I I ALE (SEE DET # 13) 19J 6 1z,` ��: t 11 GARAGE Q� n (CAR. ELEV. Iti _C:� — I ALED EROSION 193�55') 1�q I 11 � � I , 07 � 11 11 ECK (TY,P?.) I 1U/P 19344 _,_� 11 1,9324 1 �-= _- I I I 3,�w I -1: 1-z' — .. 12 A11111 Drive � � k - C -1 LE ROW`55 E / Asphalt Drive EX C/ � I 11 ,_� � 1_". SILT ENa. _(TYP �`5 // TOP /81, 46 11 , I INV 17286 (N) I 1� I I .::,�) 0 1 1 - � � 191.7-91 Ill) I � IN V 172,96 (S) I I C� I N 48" "'*ft- ,"� 11 �t _"-� -ft.- I 11 11 I ,,,-- , " . . I I ,� I �, cy *, /.. Cable Box I + tt�, �, I I "--- I ", " I N . I$ , � J. _�,_ � I SWALE (SEE DET # 16) �=== ,� \ / 11��` I *"� 't:', 4 2268 <�c, - � ---- , -2 -2, Elec. T ns. I �t;;_ ��r ) .� I I- lftft� C/ ,,-/ 'p," ", -1; �Lll , , \ 40 , " � ; . 131� ' I 01 i '' �, /-J(�,-> I / 96.65 ,-,//-' lete. Box I --- � I Q� , , -.. — .-#*, ­0� � " ­,�t, L�) 11 'V-,, � I ,�,,t, i,�W, I 1��+' , I-, $y 1 � 11 11 I � I$ , — 11 n � �� --, &-/ — ,�,:� 224.60 0 X1 5y' WYE T_ aoolv,��Plllz;�l — , _1� - _"1 * , \420 /�/, 4SI-1 - , I � 1� I'll � INV. 205.63 CN 40 i -5-r �/O,-/- 11_7,-,,�l ,6 //,--/f//7- I / � /Y'�/"` /I/O 2M,�� 1 // I ___1. CL�� T N . 206 1 /� 1_� omp Standar EX 1VH 229 4��R // 1 +225 J6 ' AN9 . �N� , 1: , = I$ 1 1 1 1 + / � <D Cl __-� �, I . :, :�__ � 203 L.F. 15 1 ��// zz I- 11 / , EX SUH "� �j � \ TOP 229. �, / . , cy, Z�� / __, I � , 11 �, C-- / 224. 05) " , - Cy, TOP 18,3 62 , - =__ F�OW 17JO2 I // I � __�"_ .�� INV 224 05 1\1) � 224 — - �, 11 * I �__ / / 'GARAGE /-� // 7, Q�__: C� � � `_Q.,5,,'5 \� , - �15i 'i< Q.., DOUBLE ROW ELEV 194.37) / I , - Cx_1 + __ e\ I I I � 1, Q�l ; S \ / 1�� . 11 _S2 1 M � . ; S 7ENCE 1�_ Ns, / / 224.33 22J 92 - I (TYP.) , I * �� L , - . / 4 , Q�l 1; I � 22-Q 36 1 1 � - -1 11 -:L , I \\ �, I I = Q�> 111 229 ... 224. 1 � ICI t 1_.. p,':�- I C--') C- " 0 ID [\ I C �t! "I q . I,'- ,I ,� Q-) � - 1111�P " I �1 SI A-5 - I I \ \ \ \ - I -1 , ;, I 1. TOP 21 1.00 2 STORy � I ) ,,, ,� I- 0 \ 225.01 224. 2� .. FRAME / , -j + " C'4 "< ; INV. 206.97 �� �� I \4 k, 9� ,--- \ \ "4 �\_S\l 4.29 1�\ " - , <:�) \ I \\ , 211 93 '0 (F.F (_�,- -_� 11 �T _10 \V + - I 7 1 _*_ I : ELEV. 196,85) --:- ,:�� � 1: - I , �� , (V <:�_ , INV. 210.00 (NOTCH) �� �� I (11-1 ;__1 --A \\ 11 �� _C;� 11 F::::� \ ' LI A- -1 11 11 � , I I / I - , _111 +224� 35 � - � i ____ I iz 4 I I A� a \ ,�\ 1 224.49 TOP 222.46 , 101\\ - �,al� � 11 2 . BALE F1 LTER (TYP.) __�_ ;�, + I I I . -1 - �, 1�� - � - , �� . I I - \\ I 1'� I �� . I ,� � . I I I 1 ,,,�Z�S6'L_ 14,�' V. 2 1 8 0 0 �N's - - -1- . ­ 11 � 1 2� -��- I __111 , qL, A - � k I I *-,*. I - � I I- I I Z01106T OF 06WS7RU06W I I I SEQUENCED IN SUCH A MANNER THAT ANY AREA WHICH IS DISTURBED SHALL FIRST BE PROTECTED NTH SEDIMENT EROSION CONTROLS AS INDICATED ON THIS PLAN. PARTICULAR REQUIREMENTS ARE GIVEN AS FOLLOWS: 1. INSTALLATION OF SEDIMENT AND EROSION CONTROL MEASURES AS INDICATED ON THIS PLAN. 2. CLEAR UNDEVELOPED PORTION OF PROPERTY WHICH IS TO BE DEVELOPED. 3. STRIP AND STOCKPILE TOPSOIL 4. BEGIN ROUGH GRADING. 5. INSTALL STORM DRAIN SYSTEM COMPLETE (IMMEDIATELY INSTALL HAYBALE FILTERS ON AH INLETS). ' 6. INSTALL CONCRETE AND ASPHALT CONCRETE PAVEMENT COMPLETE. . 7. FINISH GRADING, REDISTRIBUTE TOPSOIL AND ESTABLISH VEGETATION AND/OR LANDSCAPING. 8. CLEAN PAVEMENTS AND STORM DRAIN SYSTEM OF ALL ACCUMULATED SEDIMENT IN CONJUNCTION WITH THE REMOVAL OF ALL TEMPORARY SEDIMENT AND EROSION CONTROL DEVICES. I I ­ . � �_\`�­ \�_ \ �1. I, � , '�111­ I ,;� ',,'��i_ ­ � "I _ , '' � I - - I I-, - C-1 � I, \ ���, � ,�_- Q I 11 I F_ LEOV40 I 11 ­ , I t I , 1'�, /?Of, I � - 1�� \ - . t, I I z /.� / _rjc4lt'�7� A� � . , 15-- '7n- \ 231. \ . 216.,99 � I - C)� � , . �, '�" 0 - - CP I \\ '041, _;�;" ; I , 0 I' � � x ,k� ` // \ r IP4", 1 \ 1 01,7 , lt.t,t � ��N�� , ,�� 1\ I i I I � I � -"- -_ - I il 11 1___`, I ,� ��\ I;'-,- 0 A 11 \ x , , 'I', I--- _,_�� 1�i 11 , I I . -.:;---- \ 0 \ 31 L. r: "' �tll) , '0 I . - __�_�� LOT NUMBER �� � -4 � , _!�� ,� — �� ___ -----., � U) ) r___D \ \ ��:2_ - � _ft� 1� Ezec- Oeter (57) 91 CPDP @ 13��.qh Ile """, � I I � + "-�_ I � � / I I I ­ I �_D_ \ \\ \ _/_ + �� " 925 4 "'"�� \ -11 'g� \ \\ � 5- I / _..- I 0- - / 2 G BUILDING I& 11�__ 21,9 6J . ....- I EXISTIN \ I ; � � 1� , '�� GARAGE \\ (t�_ - � --ft. � \ / - .1 �_, 1, � "ft-- I , -110 , V : it' ELEV, , , � I C I/ "! /// SWALE (SEE DET # 16) ,_,� (CAR. , VI) 234-34' \ I \ <'_', � QP � "I, I � I--- _______ ) 1��_ — �� . ,� X/ ---- PROPERTY LINE \ �� �� - I �, � D EROS 1� 2 STORy \ \ 6__�' 1 .,�'216.60 )< '/, �- // Pool �'11 _,� I /\ � 1, FRAw \ \ 1��_ (TR) (i + 'i _(:�> ��, I � I TYP.) / \ - - I EXISTING UTILITY EASEMENT / I (F.F LqUlp, 0 \ 222 7 1 221,75 / // I , ELEv, 236.,2) 0 \ \\ / I , I /, I 11 - � I ­ � \\ � _'. I I ,-,,� I I n \\ \ , I I � A , � I �-,�/ /"/ : _ — k � \ I \ , I � -C\ ',_A� \\� /� �/ , , , A ,:� , , I ', / I I , I � " I -, I , , I I L, _\ L 'I', , I I , , I I '�w 1, L 7 GARAGE 11-1 / - � - . - . - � - - - - - - - PROPOSED VILLAGE DRAINAGE EASEMENT LINE (GW ELEV. 20516') � P�q 3 � � / � � — - - PROPOSED ASPHALT CONCRETE CURB (DET #14) , � i� �� / , EXISTING EDGE OF PAVEMENT �� 2 1 ,� �# / :===:==� � � � EXISTING CURB +' 11� - L ' ,� �,,-, 4% / � � 2��, 1'�, � = - -_ AS -BUIL ATION I I 1 I �� �t / I �� I 1 193.32 1 FRAME / , + EXISTING SPOT GRADING '05 6+3 1 (FF LEV. 207,21') / /"� 1�2 L � ____,,,--- AS -BUILT CONTOUR LINE & ELEVATION I I L . I / / I 1 0 PROPOSED SPOT GRADE L I I I I L / 226 1 1 1 1 1 / / ,,,,----------442� PROPOSED CONTOUR [I El I I I I I / I 1\11" , , 9��] EXISTING INLET — — — — — — — — — — — — ___0\ � I L I " L \ I / � I �. (1, EXISTING MANHOLE , I I I \_ I I L I � L 15' RCP � 11 11 I 1- �' L \ — � � ______= EXISTING STORM SEWER & SIZE � ���� __� ��L _______-r\ L — 81 PVC == == __ == EXISTING SANITARY SEWER & SIZE 1 C01111efe Dock Retaining wolIX \�\ \ \ / / / / 0 PRO I POSED MANHOLE . . . . . \ / Co , *CO � I \1 � � L t� 1-961 - .1 I � ,� t6 0 - W5,5 [AstylAIT — . \\ \ / I I, � Asp h 0 1 1 r�p',' , filo,y Yop No 29299) ' � � I 0 PROPOSED SIDE INLET (TYPE SI) I . \ \ I - I � I I I L / L � I \ \ I I I 11 \ \ t 13 PROPOSED LAWN INLET (TYPE DI) I I I 11 __----- I I I I I I \ \ / I I 1� 1 60 L.F. 15"CPDP 00.507. 1 1 ; I , I I L , PROPOSED STORM PIPE W/SIZE, LENGTH / C/ 00� " I 1 7'' ­' I L . I L I I I \ \ / . I L. L I SLOPE & MATERIAL DESCRIPTIONS I I I L I I I 11 , L -1-111 — ;_ 1-1 I I ­ IL I I I I ­ I L", I ­ 11 11 -1 - -�, ­­, -1111, _--.1 . -1 I I I I L- I I I I " _1-1 L, I � I 1 4 L L, :,_11 �;�"_11 11 L I ,�'­ I -1 I I \\ - L , ., '­­­ :� � , L I L I � " - I ' ,� �,­, I ,, , L A I � I L 1',��;,�, L ", - �­: Lt� , _ --�, �PRZO )P 2 12 86 1 1 / I I '­��'-",��"��:�'��, �:"" , , , POSED­�,RIP�RAP SW LE (DET #14) � 11 L L ­ , " , I I I I L"' " L � � I , ­,­­ I L I L I L I \ L .,it, , , , , 'L, 'L ­�,J,� ` L, " 11 I . I I I , _�­�`��' ": ­� � ;, -, ,��­,_ I ­ �� ­ , , ,__�, I --, ", ­� ;,, t 11-.1 I , I I I . I_' 11 I I 11. I I I _ . L RRA W, ,� � � ��,':,,� � � � "" - , L' L� I I -1 I - I L ' I I � ; -z"" -L , L " - I I I 1 � I I "I ,"" �' , ,� I L _ ­ � L V 207 76 *' Q ­ � L ': : ,, I L I � �; t, -�L,L I I ,,?�;�,�!,�', "', . L I I I I L ", � �:_ I I , I I � ,� �, I L I , , � IL I , �­ � � I I "�_ I L I � I , I I 11 Q� I,: L� 11 L! L ­� I L I 1. � L� L I ':L I", _1,1'1 _ I %\ I ­ 1 I _""", , - I I � �, �'­ ,:: L . L\ ­_, I ` I ��­�­, — I , I L I - I I I " ,; I ' 1, L', I, I I I I � ! I I , 1. I I ''I L L I 11 I I . �.::�L I,: ,-::, L,:N ��L­:�,�, L � L I C, � �:,� L '' , �, : : I I PROPOSED GRASS SWALE (DET #16) � - 1:�r - - "I I I I ''I I ,,, 11 I I 1�1� L� I 1. 111 I I \1 , I I I I �, I I L , , I I I I 1� � �_, L I 0 �% . I I I _ I , '­ ' .L 11 I 11 � '' 1� I tt I ,_ L � I" 1, t �,, ,�L , _, " L I I 11 'L I I I L 1 I , , , L , L I , I — � L I I -1 I I I . I - I 1. I I - " 1, 11. . ''I ­ L � �/' I I � : , ,:,',, �,­ , � , '""', , L , -'L''. I - I L I L - , _ _L, ' I' � I I L I I � I I 1 � �:, � " I I I � I � 11'1��_`�"'11'��i IL L I L I I ­ L I I - I I I ­ . � I I ­': I 11 I I 11 I I I I I ­ L L I L � L - I I ' ­­­ L I I L I . I I " - I I L . L , , L , I I -:'­ - I I � �,L " L' 41 1 1 le I . " I - I I 1�1 :L � , �,L I � L � ��"�"'�Z' L : I PROPOSED SWALE LINE I L I I � I I 1` I . 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L � �, � L I I I I I I I � I I 1 1 S2 OR, ,APPROVED EQUAL) I I - I I I . I I I I I I I I I . L - I L I L L I I I L I . , I I I L L I I I I / ''I . I - L I 11, I L I I 'L I I I I I I I (:D / I � L . I I I I I . L I L I I I I , I I I I I I I I . L I I I I I / / L I I I I "L : I I I / "�Lll I LL I \___� I I AIAIKI ii,tt r --r t -\%/r -n / ' , COPYRIGHT (D 2002 By John Meyer Consulting I I I All Rights Reserved part 0 this document nlay be' reproduced, I ,�tare�d in a 'et" �/ �N�tem, or tron.5mitted in any fair, or by means, I I I el�ctron�,:,,"-echon,ic,ll,,O,holoc,py�?9, re,oitidtil� or otherwi5e, Wulout the I , prior w,r,t P, Joh Herr Consultrin Any modifications .'rng,,� ,f n t . 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STOCKPILING OFCONMUC1ION MATERIAL $.HALL BE PLACED ON-SITE IN "ME . tL- Z- - '" L L I . � ,z 0 I L � -1- "I I I 11 I 11 ­ � I 11 ­ I I I I L . " ­ �: ILTL FENCE ",_ 11 I I AREA., DESIGNATED.: STOCKPILf­D: EXCAVATED '-. MATERIAL SHALL HAVE �s I I I I .11 .1 " " I � . ­ I � I L , .1 I'Ll I I I I ­ I L ____ I I I I Zt I L ' LOCATED AROUND,',,,PtRIMETER. ALL t SIOCKPILEQL�,MATERIAL SHALL BE"NAINTAINED, IN, ' L ' I "I ' , I I i�j L ,, I I I I I L I 'L ' ' AN OR I DER L ty MANNER SO'AS, NOT. TO IMP EDE ON EXISTING I TRAFFIC ,CIRCULATION L I L. I I I I . , 1, I . I 11 I _ I I I " � 11 I I L I 11 I ROUTES.,,: , IL, I I I .- I I I � I . L i I I L L L , L IL I ­ I'll, I ILI I I 1, I I I I I � -1 ; L L I I 1. ' I ''I : I I I I I I I I I 1 L I I I 14. THIS'PLAN'IS LFOR� SEDIMENT AND EROSION CONTROLL INFORMATION ONLY. L � I I 11 I I I . � I �, , 1� L , I � I I I 11 1111� � L I I I L L L - I I 11 I I I I I I I I I I I I I I I _j L ILI 11 I I 1- 11 � I 11 11 �� 11 I I . I L I I .1 I 11 I - I � I I I I I L L 'L I L , L I I I )QV I I L I I 11 I 11 L I 1. I I I - 1, - I I . - I . 11 I L I � , � I . I I I I r 11 I I I I I - - L I I I I I I I I I I � I I I , I I � \\� /� �/ , , , A ,:� , , I ', / I I , I � " I -, I , , I I L, _\ L 'I', , I I , , I I '�w 1, L 7 GARAGE 11-1 / - � - . - . - � - - - - - - - PROPOSED VILLAGE DRAINAGE EASEMENT LINE (GW ELEV. 20516') � P�q 3 � � / � � — - - PROPOSED ASPHALT CONCRETE CURB (DET #14) , � i� �� / , EXISTING EDGE OF PAVEMENT �� 2 1 ,� �# / :===:==� � � � EXISTING CURB +' 11� - L ' ,� �,,-, 4% / � � 2��, 1'�, � = - -_ AS -BUIL ATION I I 1 I �� �t / I �� I 1 193.32 1 FRAME / , + EXISTING SPOT GRADING '05 6+3 1 (FF LEV. 207,21') / /"� 1�2 L � ____,,,--- AS -BUILT CONTOUR LINE & ELEVATION I I L . I / / I 1 0 PROPOSED SPOT GRADE L I I I I L / 226 1 1 1 1 1 / / ,,,,----------442� PROPOSED CONTOUR [I El I I I I I / I 1\11" , , 9��] EXISTING INLET — — — — — — — — — — — — ___0\ � I L I " L \ I / � I �. (1, EXISTING MANHOLE , I I I \_ I I L I � L 15' RCP � 11 11 I 1- �' L \ — � � ______= EXISTING STORM SEWER & SIZE � ���� __� ��L _______-r\ L — 81 PVC == == __ == EXISTING SANITARY SEWER & SIZE 1 C01111efe Dock Retaining wolIX \�\ \ \ / / / / 0 PRO I POSED MANHOLE . . . . . \ / Co , *CO � I \1 � � L t� 1-961 - .1 I � ,� t6 0 - W5,5 [AstylAIT — . \\ \ / I I, � Asp h 0 1 1 r�p',' , filo,y Yop No 29299) ' � � I 0 PROPOSED SIDE INLET (TYPE SI) I . \ \ I - I � I I I L / L � I \ \ I I I 11 \ \ t 13 PROPOSED LAWN INLET (TYPE DI) I I I 11 __----- I I I I I I \ \ / I I 1� 1 60 L.F. 15"CPDP 00.507. 1 1 ; I , I I L , PROPOSED STORM PIPE W/SIZE, LENGTH / C/ 00� " I 1 7'' ­' I L . I L I I I \ \ / . I L. L I SLOPE & MATERIAL DESCRIPTIONS I I I L I I I 11 , L -1-111 — ;_ 1-1 I I ­ IL I I I I ­ I L", I ­ 11 11 -1 - -�, ­­, -1111, _--.1 . -1 I I I I L- I I I I " _1-1 L, I � I 1 4 L L, :,_11 �;�"_11 11 L I ,�'­ I -1 I I \\ - L , ., '­­­ :� � , L I L I � " - I ' ,� �,­, I ,, , L A I � I L 1',��;,�, L ", - �­: Lt� , _ --�, �PRZO )P 2 12 86 1 1 / I I '­��'-",��"��:�'��, �:"" , , , POSED­�,RIP�RAP SW LE (DET #14) � 11 L L ­ , " , I I I I L"' " L � � I , ­,­­ I L I L I L I \ L .,it, , , , , 'L, 'L ­�,J,� ` L, " 11 I . I I I , _�­�`��' ": ­� � ;, -, ,��­,_ I ­ �� ­ , , ,__�, I --, ", ­� ;,, t 11-.1 I , I I I . I_' 11 I I 11. I I I _ . L RRA W, ,� � � ��,':,,� � � � "" - , L' L� I I -1 I - I L ' I I � ; -z"" -L , L " - I I I 1 � I I "I ,"" �' , ,� I L _ ­ � L V 207 76 *' Q ­ � L ': : ,, I L I � �; t, -�L,L I I ,,?�;�,�!,�', "', . L I I I I L ", � �:_ I I , I I � ,� �, I L I , , � IL I , �­ � � I I "�_ I L I � I , I I 11 Q� I,: L� 11 L! L ­� I L I 1. � L� L I ':L I", _1,1'1 _ I %\ I ­ 1 I _""", , - I I � �, �'­ ,:: L . L\ ­_, I ` I ��­�­, — I , I L I - I I I " ,; I ' 1, L', I, I I I I � ! I I , 1. I I ''I L L I 11 I I . �.::�L I,: ,-::, L,:N ��L­:�,�, L � L I C, � �:,� L '' , �, : : I I PROPOSED GRASS SWALE (DET #16) � - 1:�r - - "I I I I ''I I ,,, 11 I I 1�1� L� I 1. 111 I I \1 , I I I I �, I I L , , I I I I 1� � �_, L I 0 �% . I I I _ I , '­ ' .L 11 I 11 � '' 1� I tt I ,_ L � I" 1, t �,, ,�L , _, " L I I 11 'L I I I L 1 I , , , L , L I , I — � L I I -1 I I I . I - I 1. I I - " 1, 11. . ''I ­ L � �/' I I � : , ,:,',, �,­ , � , '""', , L , -'L''. I - I L I L - , _ _L, ' I' � I I L I I � I I 1 � �:, � " I I I � I � 11'1��_`�"'11'��i IL L I L I I ­ L I I - I I I ­ . � I I ­': I 11 I I 11 I I I I I ­ L L I L � L - I I ' ­­­ L I I L I . I I " - I I L . L , , L , I I -:'­ - I I � �,L " L' 41 1 1 le I . " I - I I 1�1 :L � , �,L I � L � ��"�"'�Z' L : I PROPOSED SWALE LINE I L I I � I I 1` I . I L I Wa. 7��7"�'-��,",�"",_.,_'�',��,"L"�,_��,-L ­ ''I I_- I - , -, " ", - � � � L L : L I ll 11 , , 11� '_1 ,: I L L I , ", _ , � I I I I , , , I 11 I L I I , , I : , I I ,� � I ,"A", " , I , � - �" � i �, �_­,� , I , " , ", , , ­ . ....... .. t , I I L , _ L L 'L L I I ­ *# I ,� I—, � , , , " – -, I I I . I , . � ­ I ­ I z I I � I I I 11 / � L ,�'-i�,-,��kw ,��: L, " ,, - �, �,,� � ",�-,_�,""', -,'_ ,,,, ,. e� . I __�', I I I I I I - I , ", 1, L I , , ,� , , L I , " �,�, _� '�, �,,_. %�,� I L ­ , – I" _� L �, I I I "', , , L , , - ­ Lt L ' I I I I ­-, _ � ' " , '' _11,�`­ I I " _t� �L, I , L., :� L '- 56 ,_ ­ : ­­ L I 11 - _,,�'� , I I I ­­p,t',�__ ­-",,-,�,­ � L '' � ", " "', "I" ", � . � � I � : L I I I L I 11 ''"I", . t,z, - ' %� - -_ ­­ ��_.,_� `,__',_��"`, � -, , ­�­� -Lt, �, , I 1: I , - I I 1111� I ,,,,jp, L I--- ,� f",_, ��, I ", - 1-1 � -1 I -, I '_ I , � _�� , '­!, L . I L _, , I I � " , L - , � _ � pi, �', I � -, L I �` ,,­ -1 _L I -_1 , , � _ FE I _ "I I , I I I -, L � , L L ,,�, ,, , .�,'� "�­ ­ , , L, , L """! - ­ ,� ";,. ,� , , , �, ,� I . , , , � ."t ,� ,;,., � "., .1 I " L I . : �, �,�,L, � ' , L ­ I , "N' 'ki�z, ��L �, "I ., �,,,t, �, 1, " � , - , 11 ,�.� ,:, , '? , I I I . I , , ,r I _te � �, I I I - ", ", L �, _ , ,NC�, (DET ,#I L) , I I I I I ��:��,',t,�, I", I �,­ I . 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L � �, � L I I I I I I I � I I 1 1 S2 OR, ,APPROVED EQUAL) I I - I I I . I I I I I I I I I . L - I L I L L I I I L I . , I I I L L I I I I / ''I . I - L I 11, I L I I 'L I I I I I I I (:D / I � L . I I I I I . L I L I I I I , I I I I I I I I . L I I I I I / / L I I I I "L : I I I / "�Lll I LL I \___� I I AIAIKI ii,tt r --r t -\%/r -n / ' , COPYRIGHT (D 2002 By John Meyer Consulting I I I All Rights Reserved part 0 this document nlay be' reproduced, I ,�tare�d in a 'et" �/ �N�tem, or tron.5mitted in any fair, or by means, I I I el�ctron�,:,,"-echon,ic,ll,,O,holoc,py�?9, re,oitidtil� or otherwi5e, Wulout the I , prior w,r,t P, Joh Herr Consultrin Any modifications .'rng,,� ,f n t . 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I 111'1�' Sly �ZYII% Cl F-2 FM W. w "I'llfklil 4�O ow C-2 — "I'll"'Na RM 170M w ad N) M42 Ill!'? lvvui W C-1 —/' w lag W. 1147 1 "WUP'� N'll- W. 1937 W. 157.77 mn U -j PV 17OL70 PRI'T% "'IYU W. 173M W. lam wo twn'-, mi� i tia DRAINAGE EASEMENT c '2 b � oa 3 W vF3� c > O 6 Ebza�a�' 0 M o�bfiMb CC") ('� V b G pvb �3 CL a,C l,a WOVEN WIRE FENCE N ;n o N °00 N � C s • (MIN. 14.5 GAUGE, MAX. 6" a■ l 0, • , MESH SPACING) TWO (2) 2"x2" STAKES, OR EQUIVALENT ,i .a N • z PER BALE DRIVEN ONE (1) FOOT INTO O�- z r. GROUND. DRIVE STAKES FLUSH WITH • • . EACH BALE TO BE IN PLACE WITH W t' FENCE POSTS, 36" MIN. LENGTH, BALES. 2-2"x 2"x 3' WOOD STAKES OR REBAR 2-2"x 2% 3' WOOD STAKES W Z DRIVEN MIN. 16" INTO GROUND LJJ00 V) EACH BALE TO BE IN PLACE WITH cyo COMPACT SOILSUBGRADE 6' O AROUND OUTER p --- EMBANKMENT EMBANKMENT PERIMETER OF SLOPE SLOPE X - I ml BALES EXISTING STANDARD M HEIGHT OF FILTER SUBGRADE GROUND BACKFILL �.� CLOTH ABOVE GROUND, M � � � 16" MINIMUM 6„ MIN-- a FLOW EXISTING it- GROUND � �- f COMPACTED � -�- -..I. _-LJ -�- �f _Q %%/��/%f%\�%%/%/%f/. SOIL ^ ` O.D. --1 _..1 i� ffli z COMPACTED SOIL f cv -TIT-8" ' MIN. � SECTION SECTION Q w - I HUN W iIE Y` I { O �I D �I PERSPECTIVE VIEW SWALE - J z 36 MIN. FENCE POST 2"x2" STAKES STAKE BALE WITH _ ( p 2-2%2%3' STAKES - W 6' a a WOVEN WIRE FENCE {MIN, 14.5 GAUGE, MAX. I v- � FOR UNSUITABLE Cl 6" MESH SPACING) WITH FILTER CLOTH OVER FLOW ( - _ MATERIAL, SEE NOTE 2C. o , BALES TO BUTT - - i C14TOGETHER � T FLOW UNDISTURBED GROUND DRAIN INLET I 20 FEET ON 1 BALE AT 100 TER t LLJ -----" FOOT INTERVALS ORAS-� g W N i DIRECTED I I I (� It EMBED FILTER CLOTH W , W STAKE BALE INTO GROUND (8" MIN.) GROUND LEVEL WITH ( D=INSIDE DIAMETER, SPAN, OR RISE APPROVED SUBGRADE 0 2-2%2%3' O.D.=OUTSIDE BARREL DIAMETER, SPAN OR RISE tt� M x STAKES o H.D.=OUTSIDE DIAMETER, SPAN, OR RISE @ BELL OR BAND W=H.D. + 2.0' - FOR 48" OR SMALLER DIAMETER, SPAN, OR RISE I W=H.D. + 2.5' - FOR GREATER THAN 48" DIAMETER, SPAN, OR RISE SECTION \� 6" MIN IUj BOTTOM OF BALES ( I CONSTRUCTION NOTES FOR SILT FENCE GROUND LEVEL p) PLAN !� I,�AN PLAN BOTTOM OF BALES NOTES: 1. WOVEN WIRE FENCE SHALL BE FASTENED SECURELY POSTS: STEEL, EITHER T OR U TO BE USED WHERE THE EXISTING TO BE USED IN LOCATIONS WHERE TO FENCE POSTS WITH WIRE TIES OR STAPLES. TYPE, OR 2" HARDWOOD PERSPECTIVE VIEW GROUND SLOPES AWAY FROM THE THE EXISTING GROUND SLOPES IN TOE OF FILL EMBANKMENT TOWARD THE TOE OF FILL EMBANKMENT 1, FOR TYPE II TRENCH, MATERIAL FOR SELECT BEDDING AND SELECT BACKFILL SHALL BE: 2. FILTER CLOTH SHALL BE FASTENED SECURELY TO FENCE: WOVEN WIRE, 14.5 GAUGE A. EITHER SAND OR CRUSHED STONE IF NO WATER IS ENCOUNTERED IN TRENCH. WOVEN WIRE FENCE WITH TIES SPACED EVERY 6" MAX. MESH SPACING NOTES: B. CRUSHED ,STONE IF WATER IS ENCOUNTERED IN TRENCH. 24" AT TOP AND MID SECTION. 1. ALL BALES ARE TO BE TIGHTLY BUTTED TOGETHER. 2. TYPE II TRENCH SHALL BE USED IN ALL OF THE FOLLOWING CASES: 3, WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN FILTER CLOTH: FILTER X, NOTES: 2. BALES SHALL BE EITHER STRAW OR HAY. A. FOR ALL CORRUGATED POLYETHYLENE DRAIN PIPE (CPDP) AND EACH OTHER, THEY SHALL BE OVERLAPPED BY MIRAFI 100X, STABLINKA 1. ALL BALES ARE TO BE TIGHTLY BUTTED TOGETHER, 3. INSPECTION SHALL BE FREQUENT, AND REPAIR PVC PIPE AND CONDUIT INSTALLATION. SIX INCHES AND FOLDED. 1140N OR APPROVED EQUAL 2. BALES SHALL BE EITHER STRAW OR HAY. AND/OR REPLACEMENT SHALL BE MADE PROMPTLY B. WHEN ROCK OR HARDPAN IS ENCOUNTERED IN BOTTOM OF TRENCH. AS NEEDED TO MAINTAIN EFFECTIVENESS OF INSTALLATION. C. WHEN UNSUITABLE MATERIAL IS ENCOUNTERED IN BOTTOM OF TRENCH. IN SUCH CASE 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED PREFABRICATED UNIT: GEO FAB, 3. PROVIDE FREQUENT INSPECTION AND MAINTENANCE. DEPTH OF UNDERCUTTING SHALL BE AS DIRECTED BY THE ENGINEER WITH 6" MINIMUM. AND MATERIAL REMOVED AND REPLACED WHEN ENVIROFENCE, OR APPROVED REMOVE ACCUMULATED SEDIMENT AND REPLACE CLOGGED 4: BALES SHALL BE REMOVED WHEN DIRECTED BY "BULGES" DEVELOP IN THE SILT FENCE. EQUAL BALES TO MAINTAIN EFFECTIVENESS OF INSTALLATION. THE OWNER'S FIELD REPRESENTATIVE. 3. FOR ALL TRENCH EXCAVATION IN FILL AREAS, ALL EMBANKMENTS SHALL BE CONSTRUCTED TO A MINIMUM OF 2 FEET ABOVE THE OUTSIDE TOP (AT THE BELL) OF THE PIPE PRIOR TO BEGINNING ANY TRENCH EXCAVATION. SILT F BALED F BALED EROSION CHECKS 3 TYPE 11 TRENCH OPENING IN TOP SLAB TO ACCOMODATE CASTING I (3'-0" x 1'-10") NOTES NOTES PERTAINING TO DRAIN INLETS 1. REINFORCED PRECAST CONCRETE A A TOP SLAB AND REINFORCED A-1 STEPS WILL NOT BE REQUIRED IN INLETS LESS THAN FOUR (4) FEET IN DEPTH. STEPS WILL BE PRECAST CONCRETE STRUCTURE REQUIRED IN INLETS FOUR (4) FEET OR GREATER IN DEPTH. DEPTHS FOR DRAIN INLETS SHALL BE SHALL O DESIGNED To ACCOMMODATE AN H-20 DESIGN � j" — �_ 1 � MEASURED FROM FINISHED GRADE TO INSIDE BOTTOM OF STRUCTURE INCLUDING SUMP AS APPLICABLE). ( ) LOAD. A-2 WHEN STEPS ARE REQUIRED, STEPS SHALL COMPLY WITH THE SAME REQUIREMENTS OF ASTM STANDARD - C-478, ARTICLE 13 ENTITLED "MANHOLE STEPS & LADDERS". A-3 FOR MASONRY STRUCTURES, THE FIRST COURSE OF MASONRY SHALL BE SET IN THE CONCRETE FOUNDATION BEFORE THE CONCRETE HAS SET. CONCRETE FOUNDATION SHALL BE CLASS "A" (3,500 psi) ' CONCRETE, TWELVE (12) INCHES THICK AND SHALL EXTEND SIX (6) INCHES BEYOND THE OUTSIDE FACE — THE STRUCTURE. STEPS CENTERED IN OPENING (SEE UTILITY NOTES c° o A A A-4 IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FURNISH AND CONSTRUCT THE PROPER SIZE C.I. FRAME & COVER CAMPBELL FOUNDRY No. 1000 OR APPROVED A-1, A-2 AND C-2) 6" 6" STRUCTURE INCLUDING THE NECESSARY OPENINGS TO ACCOMMODATE THE WORK AS SHOWN ON THE PLANS OR ORDERED BY THE ENGINEER, AT NO ADDITIONAL COST TO THE OWNER. FINISHED GRADE EQUAL. COVER TO BE PROVIDED WITH LOCKING BOLTS. 3'-0" w � A-5 ALL NECESSARY PATCHING FOR DRAIN STRUCTURES SHALL BE ACCOMPLISHED WITH NON -SHRINKING SEE NOTE A-10 CEMENT MORTAR GROUT, APPROVED EQUAL TO SIKA-SET AS MANUFACTURED BY THE SIKA CHEMICAL A PLAN FRAME A CORP. 4�" PIPE 8c GRATE: CAMPBELL FOUNDRY Co. �, STEPS (SEE UTILITY NOTES A-6 FOUNDATIONS FOR PRECAST CONCRETE STRUCTURES SHALL BE SET ON A COMPACTED LAYER OF 1:2 CEMENT MORTAR I No. 3406 OR APPROVED A-1, A-2 AND C=2) s" 2'-0" s" APPROVED CRUSHED STONE HAVING A MINIMUM COMPACTED THICKNESS OF EIGHT $ INCHES. () -45, BEND CLASS "A" (3,500) CONCRETE COLLAR EQUAL SEE NOTE A-10 ENCASE IN CLASS "A" CONCRETE FOR CASTING (18" DIAMETER x 6" THICK) 3 500 PSI TO UNDISTURBED EARTH #�4 REBAR @ 6" O.C, A-7 ALL PIPES SHALL BE CUT FLUSH WITH THE INSIDE WALL OF THE STRUCTURE. 4q 2 �I1 FINISHED GRADE DEAN A-8 PROVIDE REINFORCED CONCRETE TOP SLAB FOR OVERSIZED DRAIN INLETS WITH PROPER SIZE 8"x8"X�" WYE ff� OPENING TO ACCOMMODATE INSTALLATION OF FRAME &GRATE. 2 FRAME & GRATE: A-9 FOR MASONRY STRUCTURES GREATER THAN TEN (10) FEET IN DEPTH, CAMPBELL FOUNDRY Co. FINISHED GRADE No. 2815 OR APPROVED THICKNESS OF MASONRY WALLS SHALL BE INCREASED TO TWELVE 12 INCHES. ( ) TQ e - -CATCH PRECAST CONCRETE RINGS EQUAL A-10 FOR ALL STRUCTURES GREATER THAN 10 FEET IN DEPTH, STRUCTURES SHALL PROVIDE MINIMUM INSIDE DIMENSIONS OF 4 FEET X 4 FEET. M �FROM CATCH BASIN ° r` SIDE INLET OPENING zo "' (12" MAX.) 15"X15"X8" WY (SEE PLAN FOR INVERT ELEVATION) x 24„ 6" REINFORCED PRECAST STEPS AT 12" O.C. CAST NOTES PERTAINING TO MANHOLES Q —___� STEPS AT 12" O.G. CAST IRON CONCRETE TOP SLAB IRON OR POLYPROPYLENE 2'-0" COATED STEEL SEE NOTE A-10 BRICK FOR ADJUSTMENT OR B-1 PRECAST CONCRETE MANHOLES SHALL COMPLY WITH ASTM STANDARD C-478. MANHOLE JOINTS 8"-45 BEND NOTES; UNDISTURBED OR POLYPROPYLENE COATED STEEL (SEE UTILITY NOTES cv 6" SOLID CONC. BLOCK OR PRECAST CONCRETE {SEE DRAINAGE NOTE A-2} PRECAST CONCRETE RINGS (12" MAX.) SHALL COMPLY WITH ASTM STANDARD C-443. SUBGRADE 1. ALL PIPE MATERIAL FOR CLEANOUT TO BE PVC SDR 35. A-1, A-2 AND C-2) 3'-0" SEE NOTE A-10 REINFORCEMENT AS REQUIRED FOR INVERT, SEE B-2 FOR PRECAST CONCRETE MANHOLES FIVE (5) FEET OR LESS IN HEIGHT, TOP CONE SECTION SHALL 2. FOR INVERT OF SEWER LINE SEE PLAN. FOR PRECAST CONCRETE PLAN OR PROFILE0 BE REPLACED WITH PRECAST REINFORCED CONCRETE SLAB (6" MIN. THICKNESS) WITH OPENING FOR INVERT, SEE y^~ STRUCTURE 6" SOLID CONC. BLOCK OF SUFFICIENT SIZE TO ACCOMMODATE MANHOLE CASTING. PLAN OR PROFILE { I f OR PRECAST CONCRETE SEE UTILITY NATE A-3 B-3 FOR MANHOLES 10 FEET OR MORE IN DEPTH, MANHOLE DIAMETER SHALL BE FIVE (5) FEET. FOR CONCRETE FOUNDATION ' FOR CONCRETE BLOCK STRUCTURES REINFORCEMENT AS REQUIRED B-4 TERMINAL MANHOLE FLOORS SHALL BE SLOPED TOWARD OUTFALL PIPE. SEE DRAINAGE NOTE A-3 FOR PRECAST CONCRETE FOR CONCRETE FOUNDATION - STRUCTURE ° APPROVED COMPACTED FOR CONCRETE BLOCK d B-5 INVERT CHANNELS FOR PRECAST CONCRETE MANHOLES SHALL BE CONSTRUCTED OF CONCRETE. CRUSHED STONE 6., 6" 8" STRUCTURES FOUNDATION COURSE 6" B-6 NOTES A-1. A-2, A-4, A-5, A-6 & A-7 UNDER "NOTES PERTAINING TO DRAIN INLETS" ABOVE SHALL APPROVED COMPACTED ° APPLY TO MANHOLES. CRUSHED STONE FOUNDATION COURSE Q fl o a o ti APPROVED SUBGRADE//�%�/f / f, NOTE PERTAINING TO PRECAST CONCRETE STRUCTURES FOR STORM DRAINS, SANITARY SEWERS AND WATER LINES SEC11 ON A-- A C-1 ALL PRECAST CONCRETE STRUCTURES SHALL BE DESIGNED TO ACCOMMODATE /� SEC (Fl1N ASA APPROVED SUBGRADE SEWN AN H-20 DESIGN LOAD. ° NOTE: SEE "NOTES PERTAINING TO DRAIN INLETS" UNDER "UTILITY NOTES" ON DETAIL ##7 C-2 STEPS SHALL BE LOCATED WITHIN STRUCTURE TO AVOID PLACEMENT OVER PIPES WHEN' PRACTICABLE. NOTE C-3 FIELD MODIFIED OPENINGS IN PRECAST CONCRETE STRUCTURES SHALL BE CORE -DRILLED IN ACCORDANCE WITH THE MANUFACTURE'S REQUIREMENTS. 2. SEE NOTES PERTAINING TO DRAIN INLETS UNDER UTILITY NOTES ON THIS SHEET. DRAIN INLET(TYPE SI {with sump—w/o finger underdralns) DRAIN INLET +TYPE LI. (with UTILITY N OTES7 CLEANOUT W/O MANHOLE sump) l,a o C N ;n o N °00 N � C s • a■ l 0, • , W m •• c> ,i .a N • z O�- z r. • • . W t' � Q 0 9 w Z V)� LJJ00 V) cyo O p p M M O cv I w o O J W a a Cl LLJ Li g W N W W w c7 tt� M x � iy X2$390-% at C s • a■ W 0, • , W m •• c> ,i .a N • r O�- z r. • • . W t' � Q 0 9 w Z V)� LJJ00 V) cyo w � iy X2$390-% ©RAW MQ APPROiEI)- JM SCALE N.T.S. DA T- 05/30/2001 PRO✓. NO.: 98068 DaCVM, NT 10: DET1 PRA 10116 NO..- - 2 at C s • a■ 0, • , W m •• ,i .a N • r a r. • • . �i ©RAW MQ APPROiEI)- JM SCALE N.T.S. DA T- 05/30/2001 PRO✓. NO.: 98068 DaCVM, NT 10: DET1 PRA 10116 NO..- - 2 S Degradable Erosion Control Blankets LAW. ,113.11nmndl I Earthstopping Sofutions."%6. Installation Guidelines Site Preparation Prepare socdbedl by removing rock, wood and other obimictions that wottld poterl- tially interfere with the blankets intiniatc, contact with the soil. Apply seed, ferril- izer and/or soil innendinents per specifications prior to installation. Seed may Ie placed after installation vvhen tising Landllok407GI�1407(*)T As a reirtforc-111ent scrini for hydranlic rntilches. When tising this material to <inchor straw or hay MIAlches, apply nintch at no niore than 112 kg/Tia 1 ton/,,icre). The Install Uuidlok erosion control blanket per the following gtnalelincs: Slopes AConstrtict a 150 x 300) trini (6 x 12 in) anchor trench 600-900 n -tin (2-3 f-0 Ivyond crest of slope. Staple I-aridlok erosion control lilanket in tench ort 300 nano (I ft) spacings, backfill and compact soil. AOn slopes flatter than 311:1\1, Lai)dtok eroion comrol bl.tnket, c,,in IIx init.ill ed across or down theslopc face. 0verlap edges widi ttic IsI e ni,,itvri- A on top,Stripkalong centerline of overlap 11sit-igy general stzlpling pattern. AOL 011 d'OpCS gre-`Iter 31-11N! 1-mi,itok ciosior, contrc,l downstol-c. le<tst 10. 0 rnin iter - line (""Cover -Lip tIsintl f, IwItil surplill, pmrern. A& Shirir41(­1 ip 1,mi(ilok orosioncon- t*1*01 IAL rtket roll ends on stop •s E1 n1ininit-1111 of 100 rill)l >i4i1i1 and in tear~ direction of wot:(,-r tLmv. C:,VC,rl;tr, on 3"N' 111141 t Ift) Swales or Ditches A("'o I 1,�r n Ict -,I '�O Ill III ( 12 in I dcq�-, �incl), �r t- rencl,i it dic cnd ot d I e t-onoff c.c der,111 it-, dle <,11-ow-- A1""w pl t'oneltl) L'Indjok- erosion 1,1ariket, foi- �iddi- th(- C l ­ 1A in� I ?Ind do%vil Of ovcrl,Ip k -i5:.1 it` rolls :ii, [(.Iht intil ( I li) will} [,()I) 'in"'! 111 dl Jhi-ecl.10,11 Of t ICI. JW" t", t �,t% wiOD txo rkrx(A 't-aple" -f I11) f, N, ;j it i'l dw A Ion, 1 -( ox Intri {ft Ili) d1k, rh1 a Ancholrs x As St.­�icl Reinforcement Underlay As a. BloEngineering Textile C> fVg i k, �1� ill klild t�l% 1,4 EXISTING BUILDING _j (2-, �oil - - - - - - - - - - "r, tv r ;WpJ OIZIPt, '11)11� 111;It hlev(d��p� ;ind 41, �1 11 1); Llwdi, wwor­rrtCtt�,J d-if'OU911 the d"_,?rodiw�7 L;)11,11t,Jk In (4 I'l cro,�ion C.olilnjl W.ink,t, �ir, �idlv cw (Or 10 EXISTING CURB z�;­Xo;d W!"ipp"I'd !,�Ke dk:sigrls vJhm'rt it k + EXISTING SPOT GRADING 0 GARAGE `4 6 PROPOSED SPOT GRADE SON&T AND fRO90V 6WROL PLAN NOES 1. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH ALL THE PLANS, PRIOR TO BEGINNING ANY CLEARING, GRUBBING OR EXCAVATION. 2. SILT FENCE SHALL BE INSTALLED ED AS SHOWN ON THIS DRAWING PRIOR TO BEGINNING ANY CLEARING AND GRUBBING OR EARTHWORK. BALED EROSION CHECKS SHALL BE INSTALLED AT 25' O.C. IN PROPOSED SWALES AND PIPE TRENCHES UNTIL STONE RIP -RAP IS INSTALLED AND VEGETATION IS ESTABLISHED THROUGH THE EROSION CONTROL MATTING OR THE PROPOSED STORM PIPE IS INSTALLED. 3, EXPOSED SLOPES AND ALL GRADED AREAS SHALL BE SEEDED WITH THE FOLLOWING GRASS MIX IMMEDIATELY UPON COMPLETION OF ITS CONSTRUCTION AT A RATE OF 6 POUNDS PER 1000 S.F. IN THE FOLLOWING PROPORTIONS: CREEPING RED FESCUE 30% PERENNIAL RYE GRASS 70% 4. GRASS SEED MIX FOR SEDIMENT AND EROSION CONTROL MAY BE APPLIED BY EITHER MECHANICAL OR HYDROSEEDING METHODS. HYDROSEEDiNG SHALL BE PERFORMED IN ACCORDANCE WITH THE AMERICAN ASSOCIATION OF NURSERYMEN, AMERICAN STANDARD FOR NURSERY STOCK, LATEST EDITION. 5. SEEDED AREAS SHALL BE MULCHED WITH STRAW AT A RATE OF 2 TONS PER ACRE (90 LBS. PER 1,000 S.F.)SUCH THAT THE MULCH FORMS A CONTINUOUS BLANKET. SEEDING SHALL BE IN CONDUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE EROSION CONTROL MATTING MANUFACTURER. 6. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSPECTED AND MAINTAINED ON A DAILY BASIS BY THE CONTRACTOR. ALL COLLECTED SEDIMENT WITHIN SEDIMENT BARRIERS SHALL BE REMOVED PERIODICALLY TO MAINTAIN THE FUNCTION OF THE SEDIMENT BARRIER. ALL SEDIMENT COLLECTED ECTED SHALL BE RESPREAD ON-SITE WITHIN STABILIZED AREAS AS DIRECTED BY THE OWNERS FIELD REPRESENTATIVE. 7. DUST SHALL BE CONTROLLED BY SPRINKLING OR OTHER APPROVED METHODS AS NECESSARY, OR AS DIRECTED BY THE CONTRACTOR. 8. CUT AND FILLS SHALL NOT ENDANGER ADJOINING PROPERTIES, NOR DIVERT WATER ONTO THE PROPERTY OF OTHERS. 9. ALL mis SHALL BE COMPACTED TO PROVIDE STABILITY OF MATERIAL AND TO PREVENT SETTLEMENT. 10. EXCAVATIONS AND FILLS SHALL BE ROLLED, SEALED AND STABILIZED AT COMPLETION OF EACH CONSTRUCTION DAY, UNLESS OTHERWISE SPECIFIED. 11. THE CONTRACTOR SHALL INSPECT DOWNSTREAM CONDITIONS FOR EVIDENCE OF SEDIMENTATION ON A WEEKLY BASIS AND AFTER RAINSTORMS. 12. AS WARRANTED BY FIELD CONDITIONS, SPECIAL ADDITIONAL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSTALLED BY THE CONTRACTOR AS REQUIRED. 13. STOCKPILING OF CONSTRUC11ON MATERIAL SHALL BE PLACED ON-SITE IN THE AREA DESIGNATED. STOCKPIl ED EXCAVATED MATERIAL SHALL HAVE SILT FENCE LOCATED AROUND PERIMETER. ALL STOCKPILED MATERIAL SHALL BE MAINTAINED IN AN ORDERLY MANNER SO AS NOT TO IMPEDE ON EXISTING TRAFFIC CIRCULATION ROUTES. 14. THIS PLAN IS FOR SEDIMENT AND EROSION CONTROL INFORMATION ONLY. )T SEC TION ONC No, 13464) LI A-3-2 ROSEL YN [TOP 229.00 80 L.F. 8" PVC @ 1.00% PARS INV. 227.00 NO, IN) INV.= 222.14 N 217.00 OUT) ...... 222. J5 L 0 T 12 226. 0-4 • 2. 2ju. 6v Z U., I 210 26 R, INV.= 996 90 80 L.F. 8" CPDP @ 10.467 !! 8" X 8" WYE S1 A-4 INV. 21 X SUN wi TOP 203.00 E 0SED RIP -RAP NV. 198.06 OUT TOP 152.91 Top 1,51. 66 S ALE (SEE DET # 14 INV. 200.00 (NOTCH) F�Olf 174.91 Ii INV 17,586 (E) II INV. 174.46 (S) SIL FENCE( TYP. INV. 198.06 (IN) INV. 174, J6 (IV) X SEC TION ONE MH A-3 ROS -II 7� L.F. 15" CPDP YN p TOP 201.00 MH A-2 INV. 191.19 LT FENCE II CPQP @ 12 507o OUT) Filed E (TYP.) POP No, 13414 TOP 187.7 INV 1QS Q R ( SOUTH + INV. 1 9. OUT} 22294 208.2 222.15 (OUT Zzl 2JI.,52 2229+�_INV. 198.00 (WEST) LOT 14 BALED EROSION INV. 184.45 IN l/11ye b,�0111& lock + Slote step I SA N1 TA R Y I Ways T CY CHECK (TYP.) 7! 41� 226 OUT A -1 + S 53 L.F. 8 22J,5 El TOR y , 4� TOP 2 Stone curb N, + AI_ INV. 208.63 WEST) C. M� FRA CPDP @ 15.41 % + e erri (F. F N �A, ELEV 234. 19 RE ING INV. 207.13 ST) b4E B INt 49 L. 22)�Y. 208.00 S UTH} 232 1CB CPDP @ 22- 4 5 To� 20 275� J, 1 7 223,95 + 2J2.84 + P 223. "W_ ik, 231. 19 1 zzz. 1) 72 229.223 63 S Co CD --224 7 2. 7 64 226.16 26 1p A , + TOP 223.72 221. 290.4 QQ1 215,99 2� INV. 219.00 2226 215.00 + 224,83 223 � + k 22800 llc�\, 2 1.55 224.. 228, 214 16 264.41 2230+ 22,9, 15 j� PROPOSED TOPSOI 228.1,7 STOCK LOCATIO 29. 29 + C5 IL1 FENCE 7 TOP 227i 2 � r2ll. 6-7 INV 22 4.. Cable Box + V, AV 222.68 - Elec. T ns. Q�) Tele, Box QS "+��4,6o 8"X1 5" WYE \4201' 4.INV. 205-63 +36 CLTAO 1 206 1 amp Standar 225. X 1H 22,9 4� TOP 229. 03 224. 0j 05) INV 224.03 224, + .55 224.33 22392 2. 229 J6 229 ,�0 SCF fill + 224 C14 22501 224.159 4.29 21J. 9�7 0 + LI A- -1 X224.38 224.49 TOP 222.46 2, V. 218.00 23 1�p 216.9,91 CD 00k 31 L. F.' EtC- Meter CPDP @ 3�,A. +eni 09 25 21,9.63 GAR. GARAGE EEV 234J4) 2 - SToRy 1216.60 Pool FRAME + Equip' 0 221.75 208 0 ( --F ELEv 236,42) 222. 7 206.0 1 143 Ion ter 2 Wood Step 230, 215.,5+2 220.1 Wood Steps 222.24 Hydrant Flagstone Patio X ,/ 11 211.35 Spa +221,0 214.69 2090 Pool 0 S. 0 SILT FENCE (TYP.) 2122 EX C/ EA/ 0 275. ITOP 213 /8 TOP 211.46 Concrete Block Retain- 19 Watts IAIV 208 64 (PI) +214, j/ INV 208'j2 MH C-8 INV 208 34 (T) RIM 91318 11VV 20814 ()' EX C/ /��1N�210754 EX 12- . . ... . . ... IN 1,972+0 26 L.F. 15" 194: 0+8 CPDP @ 8.00% -BALE FILTER (TY (:D 193 7 1-94.57 OPOSED PIP -RAP S ALE (SEE DET # 13) ALED EROSION \07 ECK (T t,T-.) If IN V 174.14 10 MH A-1 ''"��TOP 184.00 OS W I'll 71II indow i 7 894, 7�� EX} we// Y INV. 173.76 (30 1926 186 L INV. 179.00 (15" IN 193.55 P PROPOSED DOGHOUSE PR POSD MANHOLE (SEE DETAIL #10) 15' �5.27 WIDE 46LACE 19 RAYE 12 L.F. 15 +iI V� 17j SE 195,67) CPDP @ 1.92% 193.6 1,9344 1,99 24 As ,1111t Dr - LE R 0 W193 55 � SILT EN CE (TYP 48" ""' ............................... 201, PROPOSED GRASS SWALE (SEE DET # 16) 11/P C> II ve EX. C/ Asphalt Drive TOP 181. 46 ' I ) W INV 172 N 1,91.791 /A/ V 172 96 II Ii 64S4*ft7 /VO 203 L.F. 15 0 El'' LkIH CPDP @ 4.39% Cy, TOP /133 62 GARAGE FL OPV 173.02 DOUBLE ROW ECFV S 7EN CE (TYP.) L SI A-5 - 2 STO6 TOP 211.00 INV. 206.97 FRA YF ELEV 9 INV. 210.00 (NOTCH) 6,85) ---BALE FILTER (TYP.) 4- 21" --W&OSED GRASS SWALE (SEE DET # 16) ROS FYP.) GARAGE (GAR. ELEV. 205.16') o 2 STORY FRAME (F.F. ELEV. 207.21') L_j Li Concrete $lock Refraining Wall,\ V 13 poth��Undr construction) TOP .00 INV. 196. 7 COI45TRUCT PROPOSED )Qv v 1 ` I NCIr' � \, \�. I A %A It, I I h If r -"r r\\it-M ZaVlAar 6F 0aVS1-RU07aV CONSTRUCTION SHALL BE SEQUENCED IN SUCH A MANNER THAT ANY AREA WHICH IS DISTURBED SHALL FIRST BE PROTECTED WITH SEDIMENT EROSION CONTROLS AS INDICATED ON THIS PLAN. PARTICULAR REQUIREMENTS ARE GIVEN AS FOLLOWS: 1. INSTALLATION OF SEDIMENT AND EROSION CONTROL MEASURES AS INDICATED ON THIS PLAN. 2. CLEAR UNDEVELOPED PORTION OF PROPERTY WHICH IS TO BE DEVELOPED. 3. STRIP AND STOCKPILE TOPSOIL. 4. BEGIN ROUGH GRADING. 5. INSTALL STORM DRAIN SYSTEM COMPLETE (IMMEDIATELY INSTALL HAYBALE FILTERS ON ALL INLETS). 6. INSTALL CONCRETE AND ASPHALT CONCRETE PAVEMENT COMPLETE. 7. FINISH GRADING, REDISTRIBUTE TOPSOIL AND ESTABLISH VEGETATION AND/OR LANDSCAPING. 8. CLEAN PAVEMENTS AND STORM DRAIN SYSTEM OF ALL ACCUMULATED SEDIMENT IN CONJUNCTION WITH THE REMOVAL OF ALL TEMPORARY SEDIMENT AND EROSION CONTROL DEVICES. I , I Lfaw4o I 1,92 qO C> fVg X EXISTING BUILDING _j PROPERTY LINE - - - - - - - - - - EXISTING UTILITY EASEMENT - - - - - - PROPOSED VILLAGE DRAINAGE EASEMENT LINE PROPOSED ASPHALT CONCRETE CURB (DET #14) C> EXISTING EDGE OF PAVEMENT EXISTING CURB AS -BUILT WALL LOCATION + EXISTING SPOT GRADING 0 GARAGE +224.00 PROPOSED SPOT GRADE 226 44� PROPOSED CONTOUR (CAR. ELEV. EXISTING INLET EXISTING MANHOLE EXISTING STORM SEWER & SIZE 61 PVC EXISTING SANITARY SEWER & SIZE 0 PROPOSED MANHOLE 1,99 24 As ,1111t Dr - LE R 0 W193 55 � SILT EN CE (TYP 48" ""' ............................... 201, PROPOSED GRASS SWALE (SEE DET # 16) 11/P C> II ve EX. C/ Asphalt Drive TOP 181. 46 ' I ) W INV 172 N 1,91.791 /A/ V 172 96 II Ii 64S4*ft7 /VO 203 L.F. 15 0 El'' LkIH CPDP @ 4.39% Cy, TOP /133 62 GARAGE FL OPV 173.02 DOUBLE ROW ECFV S 7EN CE (TYP.) L SI A-5 - 2 STO6 TOP 211.00 INV. 206.97 FRA YF ELEV 9 INV. 210.00 (NOTCH) 6,85) ---BALE FILTER (TYP.) 4- 21" --W&OSED GRASS SWALE (SEE DET # 16) ROS FYP.) GARAGE (GAR. ELEV. 205.16') o 2 STORY FRAME (F.F. ELEV. 207.21') L_j Li Concrete $lock Refraining Wall,\ V 13 poth��Undr construction) TOP .00 INV. 196. 7 COI45TRUCT PROPOSED )Qv v 1 ` I NCIr' � \, \�. I A %A It, I I h If r -"r r\\it-M ZaVlAar 6F 0aVS1-RU07aV CONSTRUCTION SHALL BE SEQUENCED IN SUCH A MANNER THAT ANY AREA WHICH IS DISTURBED SHALL FIRST BE PROTECTED WITH SEDIMENT EROSION CONTROLS AS INDICATED ON THIS PLAN. PARTICULAR REQUIREMENTS ARE GIVEN AS FOLLOWS: 1. INSTALLATION OF SEDIMENT AND EROSION CONTROL MEASURES AS INDICATED ON THIS PLAN. 2. CLEAR UNDEVELOPED PORTION OF PROPERTY WHICH IS TO BE DEVELOPED. 3. STRIP AND STOCKPILE TOPSOIL. 4. BEGIN ROUGH GRADING. 5. INSTALL STORM DRAIN SYSTEM COMPLETE (IMMEDIATELY INSTALL HAYBALE FILTERS ON ALL INLETS). 6. INSTALL CONCRETE AND ASPHALT CONCRETE PAVEMENT COMPLETE. 7. FINISH GRADING, REDISTRIBUTE TOPSOIL AND ESTABLISH VEGETATION AND/OR LANDSCAPING. 8. CLEAN PAVEMENTS AND STORM DRAIN SYSTEM OF ALL ACCUMULATED SEDIMENT IN CONJUNCTION WITH THE REMOVAL OF ALL TEMPORARY SEDIMENT AND EROSION CONTROL DEVICES. I , I Lfaw4o I COPYRIGHT 2002 By John Meyer Consulting All Rights Reserved. No porl orof this document may be reproduced, stored in 0 retrieval system, transmitted in any for' or by mean, electronic, mechanical photocopying without Meyer or otherwise, " the Prior written permission of John M , r ansu tin modifications 'di"co ions "I "Iterations to this document without the written Any yrmision of John Meyer Consulting shall render them invalid and unusable. LOT NUMBER C> fVg X EXISTING BUILDING _j PROPERTY LINE - - - - - - - - - - EXISTING UTILITY EASEMENT - - - - - - PROPOSED VILLAGE DRAINAGE EASEMENT LINE PROPOSED ASPHALT CONCRETE CURB (DET #14) C> EXISTING EDGE OF PAVEMENT EXISTING CURB AS -BUILT WALL LOCATION + EXISTING SPOT GRADING 0 AS -BUILT CONTOUR LINE & ELEVATION +224.00 PROPOSED SPOT GRADE 226 44� PROPOSED CONTOUR EXISTING INLET EXISTING MANHOLE EXISTING STORM SEWER & SIZE 61 PVC EXISTING SANITARY SEWER & SIZE 0 PROPOSED MANHOLE *CO PROPOSED CLEAN OUT E PROPOSED SIDE INLET (TYPE SI) 13 PROPOSED LAWN INLET (TYPE DI) 60 L.F. 15"CPDP 0 0.50% PROPOSED STORM PIPE W/SIZE, LENGTH I-- SLOPE & MATERIAL DESCRIPTIONS PROPOSED RIP -RAP SWALE (DET #14) PROPOSED GRASS SWALE (DET #16) 77 PROPOSED SWALE LINE SILT FENCE (DET #1) BALED EROSION CHECKS (DET #3) (SEE NOTE #2) ,0 BALED FILTER (DET#2) EROSION CONTROL MATTING (LANDLOK S2 OR APPROVED EQUAL) COPYRIGHT 2002 By John Meyer Consulting All Rights Reserved. No porl orof this document may be reproduced, stored in 0 retrieval system, transmitted in any for' or by mean, electronic, mechanical photocopying without Meyer or otherwise, " the Prior written permission of John M , r ansu tin modifications 'di"co ions "I "Iterations to this document without the written Any yrmision of John Meyer Consulting shall render them invalid and unusable. OF _5 _PT_d_1K1 C:) C> fVg _j U C> re) LJ LO • 0 Li Lj X C) LC:Jl V) W Lj 00 I-- U-) _1211 77 1171000, ,0 Qj < LLj CL z: 0 ww LLj Uj C*4 OF _5 _PT_d_1K1 _j C> re) LJ LO • 0 Li Lj X C) LC:Jl V) W Lj 00 I-- U-) 77 1171000, ,0 OF _5 _PT_d_1K1 DRAW Mo A90,?010_, JM SCALE 1"=20' DA hE 01/18/2002 FRO'. NO.: 98068 ,90604WT 0: SITE DRANNO NO.: too*& UC -1 A • DRAW Mo A90,?010_, JM SCALE 1"=20' DA hE 01/18/2002 FRO'. NO.: 98068 ,90604WT 0: SITE DRANNO NO.: too*& UC -1 A M 200 im WK MW LEOV9 LOT NUMBER F771771 EXISTING BUILDING PROPERTY LINE - - - - - - - - - - EXISTING UTILITY EASEMENT . . . . . . . . . . . . PROPOSED VILLAGE DRAINAGE EASEMENT LINE PROPOSED ASPHALT CONCRETE CURB (DET #14) EXISTING EDGE OF PAVEMENT EXISTING CURB AS -BUILT WALL LOCATION 193-32 + EXISTING SPOT GRADING 1g0,�- AS -BUILT CONTOUR LINE & ELEVATION +224.00 PROPOSED SPOT GRADE 226 PROPOSED CONTOUR EXISTING INLET O EXISTING MANHOLE 15 RCP EXISTING STORM SEWER & SIZE 91 PVC - EXISTING SANITARY SEWER & SIZE 0 PROPOSED MANHOLE oco PROPOSED CLEAN OUT E PROPOSED SIDE INLET (TYPE Si) 13 PROPOSED LAWN INLET (TYPE DI) 60 L.F. 15"CPDP 0 0.50% PROPOSED STORM PIPE W/SIZE, LENGTH SLOPE & MATERIAL DESCRIPTIONS PROPOSED RIP -RAP SWALE (DET #14) PROPOSED GRASS SWALE (DET #16) PROPOSED SWALE LINE 14" EXISTING TREE TO REMAIN xx EXISTING TREE TO BE REMOVED 0� PROPOSED TREE WELL (SEE DETAIL # 12) LOT 11 (per Filed Mop No. 13464) Fence qg wall <; j ncret -3Z 2� .3086 23101 + 231.52 Canc� Black + Slote Step Rejoining W06 2 2 STORY, CLAdeter FRAME ��, 292.'Cl ELEV 234,19) 232 84 + 2, 232.64 GARAGE (GAR. REY 234,34) 2 Slate Steps STIR Y RAME (FF Eay. 236.42) Pl0riter Wood Step, Wood Steps Flagstone Patio Spo A Concrete Block Liz 21724 11 L: INV 210.15 Z- 3/ORY (FF FRAME ELEV 237,16) PROPOSED RIP -R PAP ON EXISTING SLOPE OV C ftED 'YAP NO 10 I JV &/11 10T 21 234) � UTILITY NOTES= 190 1. UNLESS OTHERWISE SPECIFIED, PIPE FOR STORM DRAINS SHALL BE SMOOTH WALL CORRUGATED POLYETHYLENE DRAIN PIPE (CPDP) WITH CORRUGATED POLYETHYLENE COUPLING BANDS IN ACCORDANCE WITH AASHTO M-294. TOP 203.00 INV. 198.06 (OUT) INV. 200.00 (NOTCH) INV. 198.06 (IN) MH A-3 SECTION ONE ' ROSEL YN PA PW /"TFD -5F1 Fin 10" -CMP Nn-0L EX SMHEX Cl 38 4�-� ­3� TOP 182,91 TOP 181-66 fZOW 174.91 cs i i INV, 178,86 (E) INV 174,46 (5) INV 174.36 (A/) II 21,963 2�kbp OSED GRASS SWALE (SEE DET # 16) 205 1.75 GARAGE 206,07 (GAR, Uy. c,\ a 4 2 TORv S Hydrant i FRAME 2056+5 (F.F. ELEV. 20721') 211,35 214,69 212.2-!5 D, C9 15 -TP 21318 TOP 211-46 INV 208 64 (141) 214 31 11V V 208.62 - ------ 1-1 A�­ INV 208 34 (1 conatte 8W INV 208 14 cpop-:5 co 215.69 Sf#ff aat?VT AsPho 't DriPer Red Mop No: 26266) Ex C/ Ex C/ 6�, TOP ?TF Y,94� 11VV 84 `aeTOP 212 86 11VV 207 76 TOP 210.41 /NV 205.86 :o -3 I 0P Z 00 v INV. 196. 7 C00STRUCT PR LAWN INLET OVER i EXISTING 15" CPDP STORM PIPE D, �V\7ki EX MH C-4 TOP 1,99.28 CONCRETE OR PAVER_ BLOCK IMPERVIOUS SURFACE INV 194,79 (IN) INV 184.6J (OUT) T 0 6\ EX. -x MH C-3 ! .71 (SI 178.25INLET P pPf6388 tour) �\ dQ�� RAP- INV. 174-50 /'TOP 180.25 180. Dr-Tsy REMOVE EXISTING RIP -RAP DOWNSTREAM L) L - OF PROPOSED CATCH BASIN. TOPSOIL, SEED AND MULCH DISTURBED AREAS. CONNECT TO EXIS11NG MANHOLE it 0 EX MH C -J 0 TOP 170.64 11VV 162,42 EX MH C -J TOP 163.47 b oo' INV 159.47 (�/V) U INV 159.77 i INV 159.97 j 7 4 REPLACE EXISTING SLOTTED GRATE WITH SOLID ACCESS 1, COVER t,4 03560 0 C> 0 0 0 0 C� C-4 0 0 nv 0, 0 2 - (Sic) COPYRIGHT (D 2002 By John Meyer Consulting Z All Rights Reserved. No part of this document may be reproduced, stared in a relrievol -5 or transmitted in any form or b4geons, 2 0 S) C; John Meyer Consulting shall render them invalid and unuso5 9. L.LJ W C) < 04 Z LLJ 00U-) 10" -CMP Nn-0L EX SMHEX Cl 38 4�-� ­3� TOP 182,91 TOP 181-66 fZOW 174.91 cs i i INV, 178,86 (E) INV 174,46 (5) INV 174.36 (A/) II 21,963 2�kbp OSED GRASS SWALE (SEE DET # 16) 205 1.75 GARAGE 206,07 (GAR, Uy. c,\ a 4 2 TORv S Hydrant i FRAME 2056+5 (F.F. ELEV. 20721') 211,35 214,69 212.2-!5 D, C9 15 -TP 21318 TOP 211-46 INV 208 64 (141) 214 31 11V V 208.62 - ------ 1-1 A�­ INV 208 34 (1 conatte 8W INV 208 14 cpop-:5 co 215.69 Sf#ff aat?VT AsPho 't DriPer Red Mop No: 26266) Ex C/ Ex C/ 6�, TOP ?TF Y,94� 11VV 84 `aeTOP 212 86 11VV 207 76 TOP 210.41 /NV 205.86 :o -3 I 0P Z 00 v INV. 196. 7 C00STRUCT PR LAWN INLET OVER i EXISTING 15" CPDP STORM PIPE D, �V\7ki EX MH C-4 TOP 1,99.28 CONCRETE OR PAVER_ BLOCK IMPERVIOUS SURFACE INV 194,79 (IN) INV 184.6J (OUT) T 0 6\ EX. -x MH C-3 ! .71 (SI 178.25INLET P pPf6388 tour) �\ dQ�� RAP- INV. 174-50 /'TOP 180.25 180. Dr-Tsy REMOVE EXISTING RIP -RAP DOWNSTREAM L) L - OF PROPOSED CATCH BASIN. TOPSOIL, SEED AND MULCH DISTURBED AREAS. CONNECT TO EXIS11NG MANHOLE it 0 EX MH C -J 0 TOP 170.64 11VV 162,42 EX MH C -J TOP 163.47 b oo' INV 159.47 (�/V) U INV 159.77 i INV 159.97 j 7 4 REPLACE EXISTING SLOTTED GRATE WITH SOLID ACCESS 1, COVER APPROVED COMPACTED CRUSHED STONE FOUNDATION COURSE TOP 187.7 INV. 179.23 �OUT) INV. 184.45 IN) SANITARY 11VV 174.14 MH A-1 TOP 184.00 INV. 173.76 (30- EX) INV. 179.00 (15- IN) -PROPOSED DOGHOUSE MANHOLE (SEE DETAIL #10) 12 L.F. 15" CPDP 0 1.927* CONCRETE OR PAVER BLOCK IMPERVIOUS SURFACE C'4 8 dN t,4 03560 0 C> 0 0 0 0 C� C-4 0 0 nv 0, 0 2 - (Sic) COPYRIGHT (D 2002 By John Meyer Consulting Z All Rights Reserved. No part of this document may be reproduced, stared in a relrievol -5 or transmitted in any form or b4geons, -1,sle- m'sh,nic"; P"t� or 0 electronic, photocopying, recording therwise, without the prior written permission of John Me r Cons, bn . Any modifications 0 or alterations to this document the wri ten permission of it written t John Meyer Consulting shall render them invalid and unuso5 9. APPROVED COMPACTED CRUSHED STONE FOUNDATION COURSE TOP 187.7 INV. 179.23 �OUT) INV. 184.45 IN) SANITARY 11VV 174.14 MH A-1 TOP 184.00 INV. 173.76 (30- EX) INV. 179.00 (15- IN) -PROPOSED DOGHOUSE MANHOLE (SEE DETAIL #10) 12 L.F. 15" CPDP 0 1.927* CONCRETE OR PAVER BLOCK IMPERVIOUS SURFACE C'4 8 dN t,4 03560 0 C> 0 0 0 0 C� C-4 0 0 04 0 0 C:> C> (Sic) Z to U-) 0 F- L.LJ W C) < 04 Z LLJ 00U-) F- U-) V) 08 Z < 0 C> Q 0 0 F= % O O¢ > n< 2 88 1 Ix M Q- M M M < Z, < UJ< 0 Z 0 < < <W 0 0 IX W CL M C:) Lki W W M n M W r> M UJI W WW=>8WWW M M (n 0 M M C6 C -i Vi 4 Ui (6 1--: \---APPROVED SUBGRADE SEE DETAILf FOR CATCH BASIN CONSTRUCTION DETAIL DRAIN INLET C011AR (U A-3-2 ONLY) I M DRAW M APPROtIR- im SCALL 1":,;=30' ,0A7F- 05/30/2001 PR6V NO.: 98068 ag"Eyr In, SITE XAMN.' IVO-- D C-1- C> (Sic) Z to U-) 0 F- L.LJ W C) < 3: Z: UJ Z LLJ 00U-) F- U-) V) Z cr_ 0 I M DRAW M APPROtIR- im SCALL 1":,;=30' ,0A7F- 05/30/2001 PR6V NO.: 98068 ag"Eyr In, SITE XAMN.' IVO-- D C-1- 029 t l AN `A110 NNW obi mins/3Av lmas Gn Jki� {3�J NOLk31 N131SMJ0 1 N3170 M� Od G7 c). _ C141 roo 1-, 00 Q a 0 w O7>"7 g �zZ tC]) _ 1 I v 7, 1A d a+ da° L /71111(�"., N. _ {93191 'ON iI POIJ Jad) I G — (� 9r ry —� 7777 1N363SV31HJ1S 34tH ,Ot I o o c , 1N3fY N/b i' -* f9y4r9c' o �` e� t2.. Ojd If Y W rY d sem° t t 47. M Ojat�,tlg .. ,/' Elf Cl - r v i a r O �` a. z L G CY_ ui _ `i 2Up)(L/�may- st u Q i VLLJ f (Eta / OtIQu. , �> oto j _.. BE cry cry r t cy } M �a M to Q �__ G .. _CL r� s Q r T, 0 n _ u i vy w o - 12 . 1 w ap9losg0 suo1j1p7 sno1naad (HOiON) 00'01Z = ANI v� J ZOOZ/8t/l0 S1N3Ww00 A0088 3A8 J0 3DY111A 83d 93SIA321_ -_9 to- 0Z/9Z/-6SNOiSI _ M IV 83N3J_ ----SNO{SiA32! _ 'S 1002/9Z/01 _ . — 1d�13N3� z� 1002/ V- ty 100Z/01/01 -- ---- - >10088 a8 30 30V11V .01 031111"'I8f1s NOLLdM2lOM k3A811S (131V0dn V 13' Ui0 3JbNIb8Q (13SIA38 —T 'z 10OZ/ZZ/90 S1NMY'100 A0088 3A8 30 30VIIIA 283d (13SVQ8 ' l 3.L V6r NOISG13,Y ON 029 t l AN `A110 NNW obi mins/3Av lmas Gn Jki� {3�J NOLk31 N131SMJ0 1 N3170 M� Od G7 c). _ C141 roo 1-, 00 Q a 0 w O7>"7 g �zZ tC]) _ 1 I v 7, 1A d a+ da° L /71111(�"., N. _ {93191 'ON iI POIJ Jad) I G — (� 9r ry —� 7777 1N363SV31HJ1S 34tH ,Ot I o o c , 1N3fY N/b i' -* f9y4r9c' o �` e� t2.. Ojd If Y W rY d sem° t t 47. M Ojat�,tlg .. ,/' Elf Cl - r v i a r O �` a. z L G CY_ ui _ `i 2Up)(L/�may- st u Q i VLLJ f (Eta / OtIQu. , �> oto j _.. BE cry cry r t cy } M �a M to Q �__ G .. _CL r� s Q r T, 0 n _ u i vy w o - 12 . 1 w 0 (HOiON) 00'01Z = ANI v� J f" co Li Q W X^ Z = Q W O a- Lip 029 t l AN `A110 NNW obi mins/3Av lmas Gn Jki� {3�J NOLk31 N131SMJ0 1 N3170 M� Od G7 c). _ C141 roo 1-, 00 Q a 0 w O7>"7 g �zZ tC]) _ 1 I v 7, 1A d a+ da° L /71111(�"., N. _ {93191 'ON iI POIJ Jad) I G — (� 9r ry —� 7777 1N363SV31HJ1S 34tH ,Ot I o o c , 1N3fY N/b i' -* f9y4r9c' o �` e� t2.. Ojd If Y W rY d sem° t t 47. M Ojat�,tlg .. ,/' Elf Cl - r v i a r O �` a. z L G CY_ ui _ `i 2Up)(L/�may- st u Q i VLLJ f (Eta / OtIQu. , �> oto j _.. BE cry cry r t cy } M �a M to Q �__ G .. _CL r� s Q r T, 0 n _ u i vy w o - 12 . 1 w a_ Q 0 0 (HOiON) 00'01Z = ANI v� a� f" co Li Q - a_ ci C z a o R a- Lip C> C> = ANI e pj (!S .�. r LO N C Li ® �N; 7K > x e 00'L2 a. 00 ? a _v�y v cai Li a_ Q 0 0 (HOiON) 00'01Z = ANI v� (7) 00 t*r) f" co Li Q US3M) 00'861 = ANI N ci C z - H LI z O c C> C> = ANI M C>00(0 (1(10) 6L161 = ANI NNN v 0010Z = dOl _ VM e 00'L2 a. 00 (n Li 1!1 e �a C) �- r M) W 00 44. 4 (NOISLA108nS Vi8VJ J008 038 .4 1 O+J NV�d N0uomJiSN0:D i.dN1 30VNIV.K] Q 0 0 (HOiON) 00'01Z = ANI r 0 cU N (7) 00 t*r) f" co Li Q US3M) 00'861 = ANI N N N z o Hinos) 86.961 = AN! L6'90Z = ANI (1(10) 6L161 = ANI v 0010Z = dOl _ VM e 00'L2 = d01 C�0 (n -41 c3 o a. / \\ \ — - 9—V IS— w ' ��0 iv S � / �i t1. W a ✓' F a U v CK 91't0Z NI V408 *-2–V 1�1 3,kM 112 's9 L / J LJ r n i M // / w — SL 60Z = nNl_ ' LIJ I-1 Wo2] 3JlM ""x.91 / w w � / � ter, 1 1 / M rw .. .,I% Aw wa >*' -V M WA wv wo w. A to Tz / r ,& uw l 00 81Z = AN (NI) 00'W = ANI �/ (1t10) 09.9 L0 = ANI 00'OZZ = d01 "' Q ��=d I� 9tr`ZZz = d0i Wo?33-3J1M „8X«5 - - _ ff�' -� � — — — "f Li { n C) rCDU.J, . ko dl M IV A09 M am M kta?.b M eVW V.� oma Za :u'- N ry Ll o I �' rn i C) �1 C x W �...f i n CJ 1 �. 00 Q r) ry 1 O� 4 q ra � a 4- 00 I 4 00'LZZ = ANI 00'6ZZ = d01 _ I I ! r I � a O 00j Ck o- (NI 90'861 = ANi-, N 00'OOZ = ANI `. (H0�ion i W ii 0 90'861 = ANI 00UZ = d01 -b —y Is �Ni� 86'96L = ANI NI 00'86 L = ANI Und) 61'L6L = ANI \, _ 00' 0Z = d012–V CL HVI \ i.LJ , , `Q , \ \ \ \ LIJ V \ V \ 1 V) ' x w \ Ul) I cn LLJ LL: f � N 0-) I Q \i CD U V) ! _ L (NI WV21 = ANI I (1(10 U'6L 1 = ANI `e I (N1 ,,SQ 00'611 = ANI (X3 X) �V*9LL = ANI — - - _ oNUSIX3 L8'OLL. = nNl o_n d _ 0�'L81 = d0i _�� ..��- 00't'81 = dol tog- _ 3oHNVY4 _ 3s NnoHOoci)T 1--b` _H_Y_4 _ _'NVS 133US 39014 - I N3Y4qAdd 30 3003 I i i i i i i 4 f 44. 4 (NOISLA108nS Vi8VJ J008 038 .4 1 O+J NV�d N0uomJiSN0:D i.dN1 30VNIV.K] a. w' !\\, T 9 � 00 v, ,3 WH of (VJ Z v (L Elm vo F ® ® qN Z ZZ e p Lti a/aO, 4 �C) ll ti Q �. 1 1 a fl-°� o a 1 !moo _ o 1� > (r acs r. A' (r) _ irr / a` ��•, �k•X .0e uJ Q ) ii < ui Z C3• 4 s Q Z . i iJ 1` '� 0 W L3 'n 'n 10011, AS _I iii to,/ f l c = � l s ({ ! g I? cr QJ Imo,, 1`r f Q , 100, N 0 I 1= / �w�z �. p ti 00 � CLC H ++ Of-, �; �' z tt -v L - ip 0 M,.'i `$ r Q C4 w cd In Q ? 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C V)LIJ (nL'J (nL-LJ V)LIJ 4n LLJ "d 4n (n Cr) w z w z OVn z :D O O Q p O 0 Gw O O O z p a m CL n 1= f= t= Q Ot- v, an p c cn O O O Op O O /CL O `x ct� x 0:� cr_ x x cn x V) rz r1l, x x x x Q� Of w Q:� cr_ _J cr c� W x x X w r2 w0- eL w w< w< CL Cl- w w w w o_ a_ r2 n n V) CL a n_ w w rz I ! �- ( i II II l }+ N 0 sir `6� • 13 �{ ti + Eye I I o O�OQ jESOG n AA�oa �Ya,o^o Eco � a 0 M oor_c� O o�oQ�o N� oo ^ �ocNtr ;5c� ryQ fibti � N� tr U z a Q V) vz Q �M Q 0 3 a_ a� (n W W M z� C1 d 0 N LAJ a. GL. p CL w `_' 9 w Ui °Q-- CL W (n ui rn 0uJ a� %- o H ��Q 0 0 0 0 O ! a I Q 0 0 0 r 0 cU N (7) 00 t*r) f" co Li Q US3M) 00'861 = ANI N N N z o Hinos) 86.961 = AN! (1(10) 6L161 = ANI v 0010Z = dOl _ VM V) allO C�0 (n -41 c3 o a. / w ' ��0 iv S � / �i t1. W a ✓' F a U v a. w' !\\, T 9 � 00 v, ,3 WH of (VJ Z v (L Elm vo F ® ® qN Z ZZ e p Lti a/aO, 4 �C) ll ti Q �. 1 1 a fl-°� o a 1 !moo _ o 1� > (r acs r. A' (r) _ irr / a` ��•, �k•X .0e uJ Q ) ii < ui Z C3• 4 s Q Z . i iJ 1` '� 0 W L3 'n 'n 10011, AS _I iii to,/ f l c = � l s ({ ! g I? cr QJ Imo,, 1`r f Q , 100, N 0 I 1= / �w�z �. p ti 00 � CLC H ++ Of-, �; �' z tt -v L - ip 0 M,.'i `$ r Q C4 w cd In Q ? Jr, a 1 X Y' °�i� 0.a . s " 0 � L. r �J CL11 Cj -- i a 1 Z 0 try C w v 1 tty �C► to a a, � Com.? i r \ C X. - - a ui r, z 13 M x CL r oaW CE 0 4' 1 , v 0- 1 'v a. v , c � 1 a -W ` C) z a o LLJ fl N w j w w LJ aLLJ _J LLJ W w m ``' � -w F-- w v z a3 �n a3 LLJ LAJ �w n 0. a LLJ O a UJ LIJ U w O C.D w tin ¢� _J �t � ¢ ¢ ¢ a i ¢ cWn z w J LLJ a z w w J W O 0- O cy LL' Of � � W � J © J � Q� Q V? J CL M J Ca t- J iZ' O _J O z z r� Z: W Fes- LAJ ® - I Q I �- © Q z Q z CZ F_ O r Z J < Z W M J I- z r2 O W Z ~ Q Q Q k- Q cL' s W W W Mw s cin r) � o v� o c� v� u) � Cr (s cn � LLJ m Q w Ca I- cn F- M a cn cn Q Cl M M Q M Q M :�i C Of C> a C} C43 -J CJ -J LIJV? toLIJ C C? C V)LIJ (nL'J (nL-LJ V)LIJ 4n LLJ "d 4n (n Cr) w z w z OVn z :D O O Q p O 0 Gw O O O z p a m CL n 1= f= t= Q Ot- v, an p c cn O O O Op O O /CL O `x ct� x 0:� cr_ x x cn x V) rz r1l, x x x x Q� Of w Q:� cr_ _J cr c� W x x X w r2 w0- eL w w< w< CL Cl- w w w w o_ a_ r2 n n V) CL a n_ w w rz I ! �- ( i II II l }+ N 0 sir `6� • 13 �{ ti + Eye I I o O�OQ jESOG n AA�oa �Ya,o^o Eco � a 0 M oor_c� O o�oQ�o N� oo ^ �ocNtr ;5c� ryQ fibti � N� tr U z a Q V) vz Q �M Q 0 3 a_ a� (n W W M z� C1 d 0 N LAJ a. GL. p CL w `_' 9 w Ui °Q-- CL W (n ui rn 0uJ a� %- o H ��Q 0 0 0 0 O ! a I Q 0 0 0 r 0 cU N (7) 00 t*r) f" co Li Q US3M) 00'861 = ANI N N N z of Hinos) 86.961 = AN! (1(10) 6L161 = ANI v 0010Z = dOl _ VM V) -41 c3 o a. / w ' ��0 iv S � / �i t1. W a ✓' F a U v CK 91't0Z NI V408 a. w' !\\, T 9 � 00 v, ,3 WH of (VJ Z v (L Elm vo F ® ® qN Z ZZ e p Lti a/aO, 4 �C) ll ti Q �. 1 1 a fl-°� o a 1 !moo _ o 1� > (r acs r. 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