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HomeMy WebLinkAboutSWP272330 (2) sollond Date .5- I 3 9 6 Subject 8 u lc 4 p i t 4 4 d 160 a+ f� a r. A x l ti 4 t .k i� Ytn N :;� �� �,'- *� {� L�1 �� ..s /1 ;: � �� a ', . . ( t �y, '+� . L , ti .., ,� 1r� �'r �d'1 ��.,f ..( �- y� � fad�� /� a, ��.,!`` ` �. ��� f y �� �,� �'' ,�_a r� -, r r i'.. I' .IA _._ ± •f_ .. t _ .��. •��, it 4 �t �F! t(1 J - :t .. } .. . � ?.. - ��� :� � � .:�� — .. .� ry .,. "o'. _ ��.., �"'" .-� � � ;ti ��. � F�� i'k r..sF 3• •,S ( s �� ������ � ��•� 'r A �.. _ ..���`9�" a +�+�c���G �N! •} x. _ tea' � � ��; _ � ..•i •',Iw �; . o� .� a .y � —.— � � _ � a•.�-.- yp \\ . > . , *y � • . ` `/�. y � y . lit■ ^ \i \( \/ , ` . / \ \ ���& • : ! . «v : { \& �\\ • � � � \ �&�\ � y �� w ,„ Vu=� ��� ,+ ! ' y, ��i,�,ten• �� ~fit ■�y�y ,'� �� •- �' �'b, .. - .� I� �. . Y.R � ■r , ■ �•, yap', ` - ` ' '� � ,r� �,a « is ' Kew '� t z a s u � ;�!fx,.: - � '.i � , �!��*ter � T � _ ,a dat� ....... ----- 717 '`�\` » \� � [.\�� \ 3� � � . ' aG � . \ \ � �� ,`@ . �� .\@ � .�\ \ � . \ � ` � ��\ /:d §� . . z : � � . � T� • � � 7 � r �%2 \ � /��. � \ . » ; � � . \ � < � . .� .. , ) : � � �§ l � , , . ���� \\ y : 4 . w � �f � w© /& i �� � ��/ � c» _ ) ��/j . y� > \ � . / �� : � � 21 ��� \ : , ��� � ...�. R§�� •J � _ y�> : ■* &? .yam. ®� §\: ;Al §/ « Monroe Looking North .y 77 Y r rv1 P u "�lO1N itt f �h,rya 11 . 06 00e A r T 9 � y � � �a z- � yy r P b k � 1 n - ti - z�-off vee- ly0arH Y ZO` �tt1af( QDw/1 i:::•` C g s r :;....: p;ft WAt l c•Y�C?� L,ok,Z Lilic Snioa, A� N'►2 1-17,30 C, + 5 1.00 tyIs iN4) 7 'L IV-c CIJi'� i T �aK97E EL•GRATE Ee.= 9Z-18 3y2•/D 29 Caw 335.5 � �)35N Ex�SrlNei) ,a rED tf3 .fit :•;:::.�::• :::..-::-::. ; ... ;: 9.xsM_c� .. Q- .c:F.. XtsYc:a�C <:>: <:.::�;::::.:::�:. . -. /1. - .. r��` . .. .... .... . .. .. .... .. : . . . .. .. ...... . _ . u Tu 342. Zp L F {8" i4Dm 54�?1i ?`s �rttni. To FAcE'oFSLoPE ssc �f 5 (•OO / \ �E=3'34.0S MR"'KN- Ex�STt M'i l7�aJWD�fr'Z.tA� - 3Zo MONRO TE= 31 TEMPORARY ap O\ 13-782 500 SHEETS.FILLER 5 SQUARE 42-381 50 SHEETS EYE-EASE'5 SQUARE 4 NN8f101121 Brand SHEETS EYE-FASE'5 SQUARE 42-389 200 SHEETS EYEA ASE.5 SQUARE 42-392 100 RECYCLED WHITE 5 SQUARE 42-399 200 RECYCLED WHITE 5 SQUARE Mace in LL S.A. ' (30 -+0 QS+ 0 0+0 M4-0 774-0 a 091 __— I S ICI __-- 5 � ' Z �E= � 2119 � voa14 ll lI '^'� 'i�`�'"'s' ZI-N SCE l� 4 f sz� 0,9 Uc,r� � I Z�-N s-d v ��Zhi „el N N b-5, C -tip/n-oQ :11 j T I VD f t��1�>�J � vtr� � \ � y 0`2 rl i I l- � t- V 1''5 C � 3 soot r� 0 t. 0 -9 Z -� t IS 1,1 8 8 0 n V 6� b'L b I a n9.N cr- 0 I , SCALE'. 1'=Z0' TT //,G �X15T A/C 6f.51.00(Fl RTIm(�) 7Yi"7IE lI—7Z /y 77f / —C GRATE Ec.= 39Z.1 g C—r�C9TE FL. 3 y IE(-tw ie)=33S 5S CAW) fxssnNry) . /VGY 4 V,f. A�,ff. NJ h c � »� ' W, >:>. .. .. � :...�..>�t ttom�++.. �tS,,�� :-•...: ..'� ...... .:..... .. ::. :..... .... .... ... l�'�✓ .... ....fit ... �: .:�:•.�:: x:S•`:�£' 1 ..... ... ...... .. ... .. .:, .,., .:;ate �.;. .. ...:.. .... ......:..: .:: :. w.:., .......a>.,.,,.,..::.v . ::n::.. .:. ., .....t.:. If ,..; :�'a�.4 >4 �' ."$'• srt 3 xyiz:•;: ..... .......... ..:.: ,H. ♦� �/ .14 , :1 Zp L F �''x,� I f F.KE'cRYefC ���6f S 1.00 lN" �.✓ V"5 �"�l� US�o �314,05 t• Ex15T NU) Z -30l.F IS"NQ7E-.5AlmP1m—y NAL�G /11" A Q?ro,--J V,IJj MONROE AVENUE NORTHEAST'I jz!'y/y6 LE=t 31y o ., • TEMPORARY STORMWATER EMERGENCY OVERFLOW SYSTEM ��5v�,�,Qnzost a � ' Iz- c ddc)°1L+7 � f 1 p CT tv� , 8/'zt7i LQ ' z ' fU zs - � i C.yi^fin,�a t6 IL L L 9 {.U'--?A IL�Q Q6 SZ L S� V 7FFII.I (ry f _ �i✓1 2r�V??Lr^��l/S/.�y�d J� SZ,b"b� S� •8 w�� a 2 S 1 r-i ® = 1S La 6 -31V ti'S A973 `os I 9 n I A1027-N "I 1 Ir ` SCALE-. 1"c 2-O' . ... ...... . .. . •..._ :. ... s.. .. _ - ... .. 4-49.30 (FXIS- ,,/c-,) Gf. 51•00 �XlSriNC�) 7Yi"E zz- 7Z / 7Yit7E /V--c CIJI�O / T CRATF &C.= 39 Z. 18 <5"7E EL.. -.y 'I- TE(nNw /a`) = 335.55 (,v„v) 3112•/0 4 1 (& /odr, Ex I srn Ncy) r _�lt. L_ . . . - N -.i-�-�- _...._ _ W _ _ .� 4 ,: . . ::: :: : . :;; �. . _ ::: . :.: -- t ...... . _.. : . :: . .. �. .. �,rZ._7 _ - , . _. .. % ._.:.;. k _ . %� � ¢.. �. _ - . . �_ _ : : -. t - h . ::: :: .,�� - - Y.f id: �_ �: _ .. R 334.(-$ ter'' i41 ',«-•31Z.( u —_ �/^ __ �:! To 342. 0 �_ --T ' Y ._a 39�- 34-° --- _ _�___— 11 �. Z�2- M,n,. To FncE'oFSt.GM _ 7%. G+51.00 -2E=FA OS 33� (Ei\STI fuv) 330-- ------ -_,, -_ 7X 4— 1 Ci9 . ��7E F1__- 3 Y2. /D ,_ �F Is" t4� � �,� /E. 33'3. � 0 MA-7r 1+ Ex l 5rr r (7A9l, P CJ,Zq.p f, ..' Z2^ MOR�ROE AVENUE NORTHEAST E= t 3i=iO -� � TEMPORARY STORMWATER EMERGENCY ti= `' \? aP OVERFLOW SYSTEM iz,neYyf ///"�`t>�,i�A,-,T,SZ /:�ZL9N- /4OAkOE �4V�. N. � // _, - 417 8 92.4 W3113 <3E_ _ 42 4 .9 , -- 438.3 _ 31.2 Q 398.4._ 438.5 42.1 {16. 19.7 41 .4 =- 13,F3 3 13,G3-5 431.9 435. ' 41 403.7 J.8 ,E3-2 � 416.{ .,5.6 414.1 •396. 431.5 43 7 1 ,H3- 3,G3- 415.1 36.9 15.3 3 E4 10 - ,4 G3-10 42 ' -- ,32. 13,G3-7 433.8 423.7 398.23, 425.0434.9 H4L 414 3 2.7 432.8 421.8421.04t .6428.3,E4- 431` ` 39. 437.0 425.5 •4 3.8 432.2 396., 43,F -3 13, 4-2 420.1 9.3 415.1 412.2 ` 1 ,H4-5 13,H4- 4-7 - - ,E4-5 s 413,G4-3 428.5 43.8 4J0.4 , 414.4 3, 4-6' .0 4.W5 -6 13, ,1-1 424.9 421.6 15.2 398,1 T 422.7 434.4 13 E4-7 42.0 430.3 413.11 4 13 -�� -J5.3 422.4 • 395.0 3 E4 3 3, - 13,E4-4 13,F4 431.{ 49.2 41 6 17.9 115.0 13.6 13,E4-2 3 13,G -6 13 G4- 4i2.4 '< 428.9 429.2 14,2 13,E4-24 13 14-2 = - 418.4IJAM 'e 426.4 , 416 8 418.2 395. 394.43,E4- - 426 42e.3 13 G4-4 ' , , 429.8 /15.4 • 99 401. 430.4 � •, 41 .0 4 2.8 28.2 427 427.9 394.7 14.2 416.3 •3952 3,F 6 13,F4-7 427.8 416 415.7 392. 13,E4-26 3 .7 424.9 - 2 ,G4-7 •424.1 426.8 __ 41 . 13,E4-2 426. 13,G4- 426.6 414.4 36 .8 428.2 ' 438.0 4111 7 413.2 38 9 39.5 4 B 412.1 381.2 386.E - 42 8 G5- 411.1 • 425.' 425.1 411.8 425.3 414.0 -- 22.0 -2t 392.1 - 423.8 _ - 412.8 • - 424. 411.5 405.1 9 4g/(r -2 411.7 421 5 J l] 41 9 410.8 13,E5-1 - 412.e 427.9 9.1 423.0{22.2 411.1 411.3 415.1 -_ 414.5 36 6 414.3' 373. 390.' 39J.t 402. 429.0 _.. _ 411.9 3913 25.1 ` 13,E5-141 41 - •' 424.8 414,7 113.0 390. 4,2.2 426.2 422.9 413.2 358.2 13' _ 5._ 427.6 411.3 35e.e fi�j 9.0 0.1 414 7 352.4 •391J,E5-1 393.4 19.2 4,6 392 0 429.1 41 8 411.5 412.6 396.5 424.4 13,E5-21 •426.2 35.8 SVALE 424• 40.0 382.e E5-1 31E5-22 28.e 410, 00-- t 3,E5-23 3,F 4 408.6 423.1 35 41 4 ' 4­ 355.2 41 13 H5- ,E6 1 E6-11 406.E 5 - 42 8 417.7 411.2 408.n 07.8 13,H5-2 3, -1 379.1 6-13 13' 394.7 at8.6 355. 38t. - 13,E 352.9 425.8 13,H -1 414.4 4.9 13 E6 3, -2 383.3 13,F6'T5 401.z 13,G6-3 3,G6 412.7 F -7 4/8.8 402.2 350.4 ,E -21 3, 6 6. 13,E5-7 13, 6-6 ` 4095 5 ,o9.e w 414.c 418.2 415.8 3, 6- 3 13, �3-5 'zI {,Q E4?0.7 5 99.1 408 7 4 414.E 405.9 Q L-O 6.1 409. 3n 2 373.8 8 1 ,F - 0 13,E6-7 13,E6-2 8.2 13,F6 6 1 405.4 4084 ' 401.3 106.9 3.9 405.7 343.8 1 ,F -16 3,F6- 4 7 41 4 400.1 34 z 393. 3 13,G6-4 41 ,0 415.J _ 6 409. 4 1 7 40.6 ` 4,J.9 13 6-4 37 1 414.3 343.3 13,E6- •379.5 173.2 5.7 •39 ° a 2 3 H6-6 ' E6-3 388 419.E 1 N6.9' 413.3 414.5 T1 13,F6-1 13 -2 13,E6'='4 13,E o 3 F _ 7 13, 6-5 342. 13 -9 S .2 6- 03. 4().0 1 ' 414.9 " 3 7 9 367.1 375.7' 413.2 3,H 7 3a0.a 373. 13, - .0 18.2 378.8 j ,24.2 - 13,E7-11 13,E - 4°8.4 - 3,E7-10 3 9,8 F7-17 3,G7-1 339.7 376.3 36B.713,F 7-18 418.E -- ' 37 389. • 1619,E -2 3 •.1 18.6 V&. __ 3 9 362.0 W 36 .6 41.2 409.1 z 415 _ 92.4 W _ 412.3 18.8 -- Q z 395.6 1.7 357' 3,G - 7 4 1 ,H7-19 389.1 384.8 383.1 3J8.9 - _ 13,F 20 3,G7-3 Z y� 417.1 � 96.4 13,F7 1 13,G7- G7- 3950 13,G7f (95'��- ^:.1 E7-8 355.5 360.3 BA IN EA 341. -- - 3924 -2 13,G: -3 416. _ 1 ,E7 9 13,E 3 3659 A X. 6 . • 414.0 540. 1 ,E7 14 F 375.5 - 13,G7 13, 7- 13,H 4 p 3,E7-13 13,F7- e _ 13, 7 1 13 G7 af3 396.3 13, -6 1.6 13 7- 342.1 ; 3,E7-4 376.6 ;62.7 - 9 13,G7 - 13 H -1 39 6 13,E7-12 13,F7-�2 385.E ,G7-2 4 .6 .367. 13,G 9 G7- s •SS9 S 13,F7-15 3.9 - 395.1 33 7 s 402.6 13,G7-35 7 13,G7 396.7 13 E7 J.- 13,F7-13 3,F7-16 � • 362.5 13,F7-5 _ 382. 1 9 DIP- 13, - 8 396.8 397.8 381.E 362.2 364.0 13,G7-36 .5 •397.1 G7 1 ,H7 9 339,, 13,E8-5 1' ,�8_4 3649. 13,F7-6 13, 13 G7 19 395.8 -3 1 - 327.2 13,F 14 362.4 360. 13,F7-8 13,F7-7 H 33 3 357.2 360.3 G 7 3, 7 2 3,G 7-1 398.5 395.8 396.2 13,E8-3 • 337.0 13,E7-5 13,G7-37 334.3 34 351.8 1 , - 13,H 595.8 7-6 1 ,F7-9 13,G7-3 3,G7-41 3G 6 13, -1 13,H7-13 5.6 13,E8-2 50'4-4 '9 H7 3fl5. � LATION VAULT 85.67'XS OFT 513,G7-4 336.6 •38 ' 13,G7-4 RCDI,ATIUN -15 13,E8-1 346.5 380.8 36.6 3 G8-9 13, -B 3, 0 3,H 27 3,H 2 3.t J95. J47.3 13,G6- 8-22 39'S •397.5 3 7 362.8 13,G8-6 13,H8-3 13,H8- 13,H8-2 3, 8- ,D8-2 336 3 3,E8-6 362.0 13r.74 VAULTS 1 G8-14 2-17,5'X64'78.42',762' 397.6 S29 4,4 365.E _ 1-15'X64'X2, 13,H8-31 117 •34J.3 130 8 -13,G8-13 13,H-19 INFILETRATION TRENCH ,H8- 5 1 8 1 8-2 345.9 389.1 356.E 365.4 379.0 13 -20 365.2 13,8-13 402 398.4 397.7 97.5 13, 8 1 J69.0 24 3JS.6 336.5 336< 339. '1 8-3 397.4 3,F8-11 ."1 68- 13,E 13,F8-1 357.6 - 343.2 13,F8 9 S4 13,FB-10 3566 lo, 410.0 aCt 3e6.2 t e- 3a 345.1 13, 8-1 4.9 ULT223' ,F9-5� 1 6 355., 3,H z 13,F -8 13F8-13 -- 13,FB-14 13,F9-6 - / 3, 8 358.4 13,H8-1 13,HB-8 I3,G8-16 13,F8-15 ,FB l7 357.1 393.4 13,F8- 388.5 3,H8-7 �j uO� Q 13 H8-6 13, 9-5 13,H9T 392.5. �7.2 393.8 13,F9-7 '>_�, 13,F8-19 3 F9- ••75.8 13,G8-17 13,F8-18 LT. z3 F - FB-20 ,355.7 - 'a�x46'x6, 13,HB-5 3 H9- 13,48-4 - 18, NE 13,F8-2 TANK,72'xB0' 3 2 3,G9-5 I 33' 33e,4 18,E2- y 13 H9-6 z NE 4TH ST 18,E2-9 2<54 346 _ 54.8 13,H9-2 40 4.22 J°21 13, 9-1 H�a3 391.2 391.1 3tQ,E2- 4TH ST4°1 1 2-9 369.7 404.E 336.4 342.0 345.8 342.3 345.4 375.8 .384.2 ' • 343.9 35t.0 • 3549 339.2 _ 18,G2-3 - -. •40 2 !4,0 .318.4 405.7 S.7 339.9 347.7 ' 18,H2-2 `°5.5 407.8 341.4 181E2- •345.2 18,02- 18,G2- 344.7 18,G2- 405.3 18,G3 13 344t 346- .409.2 18,03-14 .414 3389 Greenwood Cemetery8,G3 15 ,H3-8 8,H3-7 ze7.3 Gravel Pit Q 18,G3 1 o H3-20 w 347.2 345.7 Internal Infiltration System ' �� 3- 18, 3-7 13 z 18, 3_g wi 5.0 1 ,G3-il - 1 H _g ' 18,H -16 332.0 c6.3 Lil 18,3-1 -1 8,H3 8 8 N3-2' Q 400.8 405.8 Li 1 O 3 32 � .346.E 345.8 H3- 3-3 18,H3-10 18,H3-2 18,H - 330.6 _ 18 -1 z 352.0 _ - �38 329- cc 345.4 c 349.5 349.' � p 348.9 346.1 -18,03-2 390.5 340.5 35e.7 18,G 3-4 327.6 aE 8 35� - 346.7 O 359.4 0 18,G3-6 18,G3-5 347.3 340y 18,H -5 40&0 323.3 547.0 ' 343.4 5.2 342.8 E a__ �s 4o5.7• 401.6 344.2 .343.2 J 342.3 348.1 4,J.9 362,4 - 377. 411.6 346.9 352.0 S53.g„� 346.2 v 18,F4-2 345.9 380.5 18,F4-1 338.6 .343.9 - J__ 359.0 n0 1 348,9 •34e.3 349.5 371.8 6 376.5 Z 405.8 , 345.9 of 100' 200' 349.1 373.3 389.3 18,F4-3 350.3 4 345.E 371.6 375.3 BASIN AREA J76.2 102.0 336 2 3 .9 336.E Appx. 170 Acres 350 - 371.6 7,395,000 SF) Ja2.8 39.0 3734 •380.6 1 391.0 J74.e 368 375.6 4 .3 M 0 N R 0 E AVE NE 4TH ST 3,F4-4 349.2 3500 377.0 382.3 0 1.9 DRAINAGE BASIN AREA 9.4 18,F4-5 392' 383.8 388.6 JJ5^ D.Carey 1/31/07 396.0 374.9 ,377.9 3 .4 381.5 •349.1 •349.3 3 397.8 73.9 384.8 334.3 343.7 393.4 378.3 349.1