Loading...
HomeMy WebLinkAboutR-392215­. I . 11 . I � � I 1. 1. I I . � ,, �.. - . � . I 1. . I I ! I � I I I I , , , . I � , . � l�,., , . . � . . � � I . . I . . I . I I I . . I I � I . � I I.. I . I 11 I ' I I . . . I � .. . . . �l 51� � � I . I I I � I I . I I I I I I � - . . . I I 11, .1 . i I S w 114 SEC TION 2 TOWNSHIP 2J N RANGE 5 E, W.M. � I il ­ . I � 1 91 1 � ­ . I � . I . , . . � I I .1 .. . I I I I " ,; I I . .. . I , I . � , I I . I - I I I � I I I . . i'. ­ . . �l Lo I � 11 ­ , I . .1 !:, I . � I I . I . I . 11 I i I . . - I I ­ I . . . . I . . I I I I I � I . � " � , Ot . ­ � . . I . . I., . . - 1. � � ­.".."."..."", I I... 1. , . . , Am' IVA , , � . 1. .1 I I I.. .1 I . . I . , W 15, TYPE 2-48" (PUBLIC) . . ­ .. - . 11 *1 . . . I I N . � . I I . I N . � I i� � I I � 1 (/3 1 . . I . I . I . I . 11 � ­ I . 1''.. . . . I . . . I . OLID LOCKING LID . C 203 TYPF I (PRIkLA -TE I I . I Q) I � , I , I (3) . C8 14, TYPE 2-48" (PUBLIC) . i 11 . I 6 I - . - 1, I . , , , � TA. 33-1-51.91, 783' L . I . . I .. +.- I I . � . . �m . � 1 1, , TYPE I (PUBLIC . :W:� I I 5 . 50+48.91, 1 1� 17' R � I . I : I I . I . I I I . !� . � . I SOLID LOCKING LID I : : IM 4;z6. !;z 376. 10 . . . � . I . . � I SI-A. ,31+24.0.9, 12.33' .R � STA. ,31-�71.16, 17,17' R . . . I .� I RIM z3e6:51 380.45 1 EXISTING CB, TYPE 1.(AB) I . I � I I . -, 11 , , I 1. (P-) . I I, " IF 51 2.06' L (A . ,.j . I 1. � � . I . AB) , I 1 15' WIDE DRI VEWA Y PER ' . ' � I . - 11 I . . I I - ! I It � I RIM 363-34 ( I . 1 12 " IE IN z369.5;4 (E) 369.50 , � - _-) I . . . rT 4, , ,rl ;. .. � � � 0 RIM oi:96. !4 360.08 � . � - �w i EX. 12" IE IN 372.57 (NF),371.95 . . . IN 5 ��. 68 (NE) 37Z 72 . I � CB 16, TYPE 2-48" (PbBLL91 , / J6+ 7.3. B - I I . yi . i I " 1E OU T � I :11 , I - J. 0 0 (E) (AB) � 12" 1E OUT :36&z34 (S) � / COR D. PLAN 104 AND I � � . _4��.68 (S) J7Z67 SOLID LOCKING LID RIM 396.42 (AB I . . I . i'� . .1 I 1 `�\18" 1E IN 35 i . . I I I 'lz� !I 8" It OUT 069..e�z (W) 369. OJ I I I . . . PEE) (�, 9) - . � I . ". . k.. 1, . I � . . I . � . 1 16.2,3' L . 12" IN J92.82 . I � . 12 " 1E IN ;�F, A i 4 (S) 35Z 1 0 . . . I STA. ,35+63.84 . I I I . co� � I . I � I 10 4.2,� T � I U4 11 , I J61.04 SEE SHEE T C 1 2 FOR , � . I . . . I � I - I � � . 0 1 . RIM 09h:26 391.02 12" IN ,390.86 (s) (A g?l \ I I . �( , i '' I 0 . . I � . .. I � . DETAILS i�_ _0 EXISTING CB I C8 3031 rYPE 1 (PUBLIC I 'D , , . I I . -wll I - � I . � . I . . �o � . - /. �f -..- - , , I ­­ I . � ­ . I . .18" IE "N OUT 353 00, (s) (I ) . . __� I 2-FIXEO AND 53+66.11 28, . � S TA. 51+1717, 19-92 " L 12 " 1E IN z388. e6 (SE) 38Z 77 1�. & OUT 390.76 ( I - , ,� � � i�l . . . I � . . . I . I q I . f- - - - . 1­1. I "I � . . .1. co � . � . 2-REMOVABLE BOLLARDS * 1� . Rh RIM . J82. � W) �1387. 7 - ­4 ,z_ -- -,- - ­ .- - " - -------z,- - _. _. ­ 1, - - �' / \,�_,­__ I . . . I : . . I � . ,.-- - I : I �. 1. . I : 1. I ' 11 . r.� --- � - � ____ ,j­----=-- , , ' _� �� . _�� --------- -_ ;l . I ; w I � �_ ____1 . AT ENTRANCE OF Q) . i . 12" IN J74.42 (E)(48) . 12 " 1E OUT 4;z9.G8 (50378.99 fl 'I . =_z � -_­ _1 � - - _ _ - - -, _r_l_:::__ - � w � �� I . I / W ,V6.68 (AB) AB) 04 42" IE OU T _-, I t I .--__�-M--;��-a, r,__­__�__,;,17 " 7_:�__�-._. " r�* . I I I - : I � "� . . . 11 ! I I . ... �___ .� ;.­.--,T� 1 .,.=. ­­'-­­-----1 -�­;;�_­_ , I , � '% -7 ". . I I CH 11 4, ON�ETE INLET ('PUBLIC) 'I 35 PVMT . � . I R P_ I . ,. 17 1 77 1 ,I I I �z­ . �0, , I I 11 - I 71� . . MAINTENANCE ONLY \ �1; 12" IN 374.38 (N) (AB) , . I . I '. == - 11T:;=_a=� / . 1, ..±28' C9. I I . 1 11.4', i . . . PER COR ST9. )'lAN 200. . - _ LL�= � I � I , � . . W/o Tki I ACCES SEE DETAILS H02 � 12" OUT 374.42 (SW)(AB) I ll_�__ I _­ ".- ;= ''".1", Eapul ­ __ . � . I NI 1) . i I . ",\_q � . ,(=).. I I I S1. I ___� �_ - . I . � .. I .--..- ,�, . ­ . _____ . / '� ­ ,-,t�; ,I f �. 4, -1 I P VM T 'WID TH _`�l I � ILO. I ". . . I , �.-. ��, ­ - 11 , , . , . . I F , I - k --'.-- I �� "T . "q __71 I EET p UL4 " � I .� . STA. 31+2J . 0 ,7' R ( """ __ , AND H022 ON SH ­1 -__ __-_____l_­__ql�______:­ - - , EE V&-1 ., � N� '� �1- 40+ 3.08 I � . �l . . . ... _.�� -_ . ! I ' 0 I , lim _qlI I q- I �� N . I � I � . I . 1, . . -----7--T- -�:���13----T,� __ 4" -I.- 7. 111.11.1 ­­ - ­' '" - ''� I I 11 GRINI I bE: � D I _-�� 1 39+00 11 . . . T_ , . I , T I I'll., ,-t-, . \2/ � I I . � I 1. . . �F_��_T_=. _;, _ - ___!� I '' __,z u " �_ I-[- z;�_ � 10 . RIM 360. 01 . I'll -=&.,C % . �,,�!­ --- �,;;El'�' Z' v , I I � - ­1 - ­1 i I I . "I __ `�__4,4, , fl .-7,4010, 11 11 � ,I i� i �� �Ko A I I � _ G.- , I � �lm­"m-Ie,d,+Q-.,-­­,�,\ =­­_­� - - - . . . . I - �'T- � �7, =;! ==� �,tff�i2�_4,, �7+,99._�!-. __�� go . ...- 94 ��,J�jz&�,��Iim_ i._­­ J::��_=---;7;zq,�g ., '_ � - , I / I \ I I/ I/ "I I � -­ 140+00 . . , � I ... . .. .. 1­11 ..... . ... -.-I. I "I "�- , i - � _493bll!" - .11 _zt:7 1, . , . . I I , . \\.� 12" 1E OUT JSZ57 (N) N'�' I � �f ,mm ", 7--l. " I.... " I It , �= I 6 -iff ,L�,�'# . � . ` . I I MIN. 4-FOOT HORIZ�TAL CLEARA I � a ", ; 7111p � , � 04 - I I , 9 t , 1­1� I , .11 � - i I � � ­�- , ­­­ � �l =­ . � 11 _. - - --- ,,, . " - , " ,,� ''' , , �' , , � - &� /u_,._ \ I � . �p I. . . I .. \ ,I" " R - ll� 't " 4M ­1 ____ le I ; I Cl - .1 " � lclliltok'49 �,,� - I I ". . . BETWEEN FIBER OP ", .y� � RUN` 11--l-w - - - � 'r 11 :1111111 ... I'll �i-_l ­'-__ I � - � .... .. .- __­la,_.__�,�=­,� . . ---- _�K- I . �_ I.." 1 �­A'4. \ - . .1 . I .11, 1­�­i� �, -.---- ---��_, Iz/1 ______ I . I I . � . I I � . . I �. �n�,�, M� ­ ....- " 5' 1 1 1 � I . - -,.;.tT, ­­ r5 L i . . . . � . �,yv�(5 �J�i . � � I.. . . � r',?nA,f I , + I - - - - /, I � -, ­ I I -1- WA I I (Z.) I I �� I . . . .1 I w I STORM DRAIN CONVEYS RUAlOFF Jvrct - - P, ��1?11 I �­ I f -_ j'-, .. &J. � �� I - . I . - , - . . . I . I . I 'N � ­ 1. . I . 11 � � - , , IP ` - - . - , I , , I . . I , , I � PER I � � . � - STREAM TRIB"IT RY AREA F_/%I,.�11,1� - __ /,7 , , 11 � I ��, � : .. I I A, .1 . �l INSTALLED U taw--PckVT , ', . I--- % t I .. I . . 4 1 . . . + '61 � � I _,_ , � . --a- e�,,-,_- . . p 1. . . . :. . . � - I I (D I I I - 74_1'�_" ' L - yo - . ­.. . (TY A � 1� \ I I I . .. . . . I I I "gr , , m 'n 1 "I 1 -396211 ( 9 �,� �A - I.. - , I � , �, " �� I � I 1',R ��h40 ,, qB , 11 . " , .p mm,� . I I I ,,, X.-- % I . I , m . �) �,4, i i t�, . � . I . I + `1 - "\\� - -1 : \ � ^ ,N? . I . ­= .. � .1 : . . I 0 , IMPRO<EMENT,4� 'I, I ,! _\1 \ , 77 IN, � f , , , I � 1. - 1. . % . . . . ��. . I . I � . -1, - n x I I , .90-tlz.-, 8 . � . LIC . . . . . � I .. .1 .... . . . . , - � , 1, -7 � CB 20, :TYPE 2-48" (PUB � - . . " . . I .1. . I ...... I � I'll, �tr_T,�UPJM_396. 94 (A �:k I � I . � . . . . . . . . . I 11 I _111..�ll N. IN . � ll � . . . �. .1 . . I N, . I- � . - I �, . �, SOLID LOCKING LID � � . . I . � . . I I � . " '1�1 1, , "AN __ 1, - I - 11 . " F5 . � . .� .. . s . I. Go P;, G9.4 '1,\-�, _+�'r laz­��,�-.­ .. I I . . � I �. I . . . . . .. I I ,. . . I ., � ''. � - N '! ­ "..IQ . � . I . STA. 26+40.J5, 41.14- L I . . . r ... . I .. I .. .11 I ­ . I �;F. ou F-F , � mnmmmz_'l_­< , \ , , � _�11�1_;�l I I �\& - " 90.88 (N) (AB). i + I . . . � 0� , - �-N\ I . � - PLAN :2ib0&.Jd , , , � , - �. ------ i__ - I 11 I . I I I , . . PER eeR 5fl9. I . ,� � I I " _.�� 3 . . � .. I . . - : I . . ,�, .11 I < � .. . . . - : . I \_ ---,,�,�" - I W. I I .. I I I . I . . . . . ' I �, - .. - I . . < . :9FA. z3! i.:26.96' 1 �L i 7-" H - . . 6' A SRHA4 TL,--r, 1��9� -, 1 -3,70 \ \1 - � I RIM 4�6.65. 408.84 I .? . I . . .. .11 I 11 . I . . I � . :1 I . 11 � I . 1, I . �. - � REPLACE EXISTIN I . . . -2 1E IN 498.8-3 (NE)398.22 f - .. .. . . . - . I . 1� -_ f - - ,� , I 1 .210 EX 4i9 .. . . I I .. I . . I Rhw z3l9(9.:2+ \ , _� .1 - / ,� ::� . . i., I . . I z I . AA,T " ", �: 30D - �� " . . 12" CAIP CULVERT . . . , I . . I I I I � _x, Ns - I I " - r__ . . . . I Sw) 396.45 �� I . . . .. . . I 1; , , I . I ,;;g-,.-'� ig 96,; jgs.,Q4 61") " \ \-". il \ I � � 18 " IE OU T 498.86 (. / m 7 . .. . . .. I.. I... I � � . I , � I ....... . � I � ; , 7 . I I : , . \ , I I ,,, - I . k . I � _�-, ,tz� T . . � . . . . . . . I . i I I . < \, > I... .. I , , �9 I, % W& PEtg,-c;Q \ (� % ! I / I . .. . 1. 11: � � I I I c �N VE CB 17, TYPE 2-48" ( . . q . - + . I I -PUBLIC2 11 . . . . . . . I . � . I I . > I N`� VAULT IN.ET (PRIVATE, \, ,,-� -, I . . . ....... -,�­ - - i 11 I . ; i, . I � . . . I :�� � I I I/ .. . . �. . .. .. . . .. 4 I , - ­ 11 % k �,,-, vA TE) SIU. HLAN 704 AIVU luq._/,',,�pr_r_ .1 1, I I SOLID LOCKING LID . . � ""! I I . I I... .. I . I I . STA 12+64.44 72.41' L � 1, :6/, \ I �, I I , CB " i Qj� � TYPel" (PRI � �) % j I . . . 4K 11 � . I � . ... .1.11 I , �, . I < �,, / - , 4>11 'Ill 11 ll� - b ft,.q.wj,,� I SHEET C12 FOR vE,­_( S TA. 35+ 71.52, 0.05' R . I . . I . - I 1E IN t358.9 (INVE)358. I ., 11 41) N-�\ B� 5 TA. 5 . . x . , 11 . I . . . li� � III . .. . ,it, + 1�: -1 I � . 1 1+45.60, 11.17' R ,%, \ i , �'. I.. . I I . � \1� "��__.., MAINTENANOr nNi Y 16 1 � I �1' li I \ 4(i �. % RIM 391.27 ...... . . . I . ! . . � , I I I Rik Z3�.16 37$.19 ki - I I 1�,,, PA, � � � . I . . 1-1.1 � I .. . I EASToK '!� ) . . . I I I . : . I x �\ "1\117 11 - I . ACO� S SIGN � i I I �OU TH \ �l - ' , 1ILDiNG 4 '. I � -� - _!.�'i 12" IE IN 488419 (E)J88.17 � . I STORY DRAIN CONVEYS ?UNOFF FROM 1:� \ / . . . � - .. : �. . \ , , g� 1 ' 1 "'IE IN 6,i'16 .1 ��l -1 ,�q I I I I . I _. / I I . �. . . .CB 12, 60",STORMFILTER LRIVATE2 - I ­­­­ � 1� I i � . Al I ov . .12" IE OUT 4&,949 (NW).388.17 I 00 _?x I �1­11­1; ,r� I 11 . � - � " � I , - UPSTREAM TRIBUTARY AREA TO STREAM , I 0 f ga _ , �,, . m A� WE'ST EVILDING,0 ',, , I ,,, J; 4- - 08 . I .�i. �� � \ IE OU T . ; b "") Ij , -0 '. i � 1�_ I . � I I . 1�) � I PASSING SITE STORM IMPROWMENTS ,. 1:, � . .� . ( " 1\ �� ln TYPF I I . I \ I . - .. DRYWELL T489?' P -- _,�l I I . I � � BY I I � . � I ,, � - I I . I I I - 1) " SEE .. . . . I . I I '1� I .Jill. i��­, - % \� N, I 'd � � 0 ;, I -- I I - Ns, 1. ,32+02,32, 10. 09 R I, i ". THIS Sll�ET F - i I I i . . � . I I I . I! & - � I . I I � 0 1 1�) TORM S I Vu - j I , - I I RIM z359. ! 4 359.40 1 "�k� , I - ,,-, ., , I , . � � . I 0 . - � I "I, \ " , RIM 460. 7Ze 363.34 1 � �" "oq 11 � C17/Af.90 TYF) ,A) N .1 I I I f . I . . , llll� ��q 7 . I � f / I . . I I . . , - 1E IN 499.0 �, 11 - . � I I . 0 . ' "N, % , 14), ,�� � I 'I , 6�tST - .1 - ,W\; / ! ,�. 00% �/N,,D 't3 � I6� i 18" /E IN 6-09.4-0 (SE) ,34'66�7 ,� .. '� 10 � . � f ,., - I . 1�' � ., V I gi I . I __ � - -1 N , (0) .2. _11­ In, \) 115 i , . . - I 11 , . I . 18" IE OUT z34i'64.(SW) J47."77 ,___��,, , _1pl_ . / / " - 11 �k \1 � . . . . . . b � . . . . ,­ "i§ IN ,w) " , - I , -;k,��,, ­ ­­ -WALL DRAIN TO C8 6 . 1, I I I I Lo . .. 1. 12" 1E OUT z359. �� (Sw) 35 * � . I I T � . . . , I I - '. v I - - . � . I . . � I . C8 13, YPE 2-48" If' It)` cojvi,�,W-04 .. r 1�. f � f /I . I - �_ - . � � � 4 1 1 1 WAL ` DRA i . . I . .1 T_ 'I STA. 12+45.21, ,39.68' L - I k 11 'o . \ I � �/ I y � I . . I . . " � '\" , "' . � I " / I < : - �� ­- I �, I I � 't' :=:� ,�_ I I � � VAULT-OUTLtL(PRIVATE :--��,-7 I\, � -_ - _. 2-48" (P I . ,. . t� , , I ­T( � - I I RIM z35z3:6e 353.67 1 . ; 11 1. I .1 � " . . . , - I . - , ;H STA. 12+5U.57, ,t)d.,!?4 L I -g 11, �l I 11 .. / -06, 1 SOLID LOCKINGLID . I �D . - . '�' � . �Ws � , - a . 18" 1E IN 045.45 (N)J4ZJ7 �lj / . i r. . . . 349. 5e (N W) J � �,�) " . . . I "!"I'll, ,� \1/ . � 1 18" 1E OUT I ­1 ,/�, I j SrA. 26+2312, 43.16' L ..�j I �. - I . . I 1. . 18" 1E IN z4i�45 (NE)J4Z22 5L 1- I I - "v 'i " I , I ." .. . �1. I N, ,,�, , - _t - I \\RIM 019A&C, 4OZ64 . . 1. _f ,1\1"', 7777-11,­-­ --l""" f � / �;�' � . .1 ­ I . � I '� ' '�52�9`5' \ '' �` " ,'4_1+�VU ,,;�_l i lr_��, , I . � 18" 1E OUT 301t.45 (q�)6,3f� �7 I . - ., . , I � � - , I 11 ''I 11 j12" IE )398.64 . .. I � 1�., � � - 3415,6' 1 / ,�)v " I - I - / , IN 99S. 9,; (NW i:. . - I I e,)<.fa I �`N �,�, �41f_,�`K 9 ,5,� . . , . . � . ..- . . I.:. I 1Y'Pt�`2'-"� IN, u ,,e� 4��) IE IN . I l.. . . . � � " �l , I 498.69 (NE) 398.04 . . �11 � I � � _`­�ly#�ll 11 1%kl I - ." f�, Nw . . I . . . I , ­­ , " I . ­­ - "'m � . 1. I � -1-11- 11 . . � . I � I � m1ol.." �% M ��m 1E OUT 49849 (SW) 39404 I � RIM "'� I , ,. _,,�� ff � I � . . . 5 TA. . � , I ;�A: li �9`3�,6,, - /' ,,6c,j,rl'N.1 I 1�11A, `11 t ll,p� I 1� �1"I.'��,�r . I I I "'' . . .. . . . . � . , i � . . � I U-1 I I � . � 1-11 )346.87, S I ffk;�, I , �,, w� K.", � . . . . 1. j 1 18 " IE IN t34;7-. i e (N W VA UL T DIMENSION '\� � 11 �g -_ / . . I .. . I . i I /--) /., % - � �, '1421, 11 -7- -� -;; ' - ___ . .1 ,w . , 12<,ww; �z , , ,� , _� li, 6 N 4�' 1E IN 44 A 16 k­/j,'/ ­., _ SHEET C23FOR PRIVA ,;� ,,�, � WNRR _L � k, . \_c -48" (PUBLIC I . I � " I , , 2 1 1 . 11 �. . . . . I , <, � ____ \ ,- . � . I 1. .. .�l �:_ I A, , -�b - - - ,y&, � I . . M , I UL T OF TAILS , �5 , � % . . . I . . . . . 11 . I . � � I ; : I � ,��3 � . I ..., . '11 � . . " -/ % STA. 25+2Z50, 42.07' Ll . � . . I 5 4, & D TEN N VA 11 - / SOLID LOCKING LID O/ " 18" IE OUT 406,99 (W) 34&'6'7=,3, 5� ', N� u�,­gs . - - ", �9, - .. I . E.-To 7, V " � I /, . I r M/NjMU SEPARA TION FROM I "I I - I / , _,,. �� � = '0�,­,/ - I , - I . . . I . .. I � EXISTING CB MA Y BE /-5090ff��' 1. N� i A;k � ­111 - - "' �", �,;m�,ll I," & Al�,� - - . , ., I , ... " 'I . . "_ ____� - - .. B ff".1 _' ?,_ "t � " ��"i� MR �-,`, `U� -� ,-,? ,,,,, 4e4.41 404.24 .1 . I . , . . PROPERTY LINE . , - I � -eQ�, v -_ __ - - U� . I I . ,�, - - , , � ) %,,�,r,,,� 4 (PR I—- 5 ". -, . " . .. I 11 �9�� 1�, , ,�) - " ' ,. - ­ \ \-, ��d 1,444 �IIN4111'4klgi� -, �i�a �,,,,,,I;�,,,l ,� I e " i / . .1 . .. . . "I 11 I " ' i I ,,, � I � ,� W ';�J4-Y9.,05,' 1I.j17-;,-,,R ---- �l _" , I - 6 1E IN 398.64 . I \ i - _ ,� I - ,Q� , , - , \ ,[. � . REPLACEMENT BASE6 VP�Fl 6--"46 9' 9 �5 1 � - \� � !�,, � RIM I �. . . I , ,P- +_1 - - - �) 9 9-S'TA , � _-lk'k.' , h I '�,�'l � a, . I . . �. CONDITION , 4 " ,?w ,,, � - - - � I,- - - - - I .1 I I . I . CB I 0 1, TYPE i RI VA TE � VrRFLOW I I " 0 . . � .. . 1. . . , . . ll.�, % �398___� - -�' I - 1E IN 49A84 (NE) 397.24 . DRYWEL�_ - - �_ N _. - . 'Is-,7 1 -� � .-,. & 18 . I . - . 3r. ,� i i� m - A4(�) ij . " .. 1. fn9 J81.-32 ?, - - " " . � " I �l �vr�Rt � \ I x I _,�Y� -1 ". � � : � \ \ 1�410R_ _�-a2 A: - 't" N . I i 1� , - _.��,�, - I . I � , 11. .. I I � � . . STA. 46+32.0,5, 0.25' R 1. I- , ,�P� \, . . .11, � . �. . . I . I I , - -.;, -, - IE OUT .z39A,94 (SW) 39Z24 . . � - ; I I � _­1 - - yv� - _ - I , �� 18 - -, ,� \" 407� �, ,-) J778,43 - - �� X �!t 1'k\i,� :, / I., I .. I . . 11 / 11 _�74&!'W , (� I ,,, � -_ - -_ � i � � I �. I . . I RIM 46&.94 J68.74 I . , ( ­ "' , .1. 7'. 4B­-1),__ - ­__ -,-a _'__� __�.. m 11 _ - �) '-,-- -� j \,- 1�,� - ,�.,,_,_'_-I` I I 11 , . . ". . 11 I . . . � @ 16' PUBLIC STORM SEMENT I I 1�k, 1'� _­ ­,­ , q__ .�_ f47& 43 � / I . y- _�l 16) , -� -, -- I.- . . ,,, , Ili' �, ; ,,, " ,,, \ I ll.�l \�\ . . I . . . 1. . . . . " I " I \ (_ . . . � "' -uj,v� 11 � � DRA INA GE EA N 1, -� ,,-, ) ---.-- --, 12""E'1?11 " " ' � 11 I I 1 12" 1E OUT 466.9- 4 (E) J .39 10 ll�!_ _�, ', / ,� - .. A i . � I I - - � N ___1 ­ � I � 1 � A. I . I I I , -,_� \ - _r N, IN � "T !� \ N . �--- .,,.- \41� 1 C ) ,�, ,\, � . . 1. . 1 4 � \_ lt-,�� "'-,, Q 7 -; - 4' � 116, 1 . . I � .. I . I . , 4�, . � I I � . ,. I I , I 1 �E) -, - cy. � - ". � � ,.;��,V( . . I .. ��: . . I � . I � I " "" � ,--- - - _7'_ - i . , 11 I . : I . VAUL T INL " . � I Y,'5E---'i -( ... . . I I I T (P R IVA T\tK "N, N, ", , -"\\ A-, .. , I, - 'Cr � YPE.1- YPRIVA I le U , �l � . TYPF I �PUBLI "" I - I . , I ,� 'k- - -- - I - - - I I ;� - \ , ./_1 :� . I .1 . I ,," 'N�\ � -,, r X ._ An S TA, -'4'4-,t-'#,? _3�q,�'4-9-'�Ql' " ,,� I . '7-' � -1 - � '1�11 S TA. 24+66. . . .1 . . . . . . . . � .�� - I I . \�, 6 � _ 8 . T J�_. - � I � I I . STA. 40+58-9Z 9.82' RN,\\ ,;Z, I - (2)'t I �- il ,- ) ,_ " , ,� 88, 21.17' L '\ '\,, . I � . I � ., � CB 1, % TYPE 2= 48 " (PRI VA TE .^ �e , I- - J-1 11 T � , I I . STk 43-bX5.4-4, 1� ,a IICB ,�, �� -w- _'8 400.86 N", '\ I - . � � � PIP . " " I . . � ,:i � . I �4. I I . � . E SCHEDULE . I ,RIM 368.72 1 �11 %­ I ,N) I.- . � '._;,­-­­ , - -.-,. 'e .* / f - - �; RIM- 3q8 (0), ,i-,--, _�­ � ',O Aga j - 4' , . �k I / \ RIM 4ee. 7 . . . . I I . . . I 1 ; � I I . , I I . SOLID LOCKING LID - � ,1��, - T ,y­ � , 8\, TY8L I (A'Ai v, � . . I . . I � , . . . . I I I I I _! ------------- 1_� .. .1 ,"X,.\; ,I /` - I � 1. i / -1 . I I I . . 4� � I . . I . � . I I E IN z359-ee (NE)359-10 . �, . u r ,15�,, . I Him 7384. �, i;'184. ( "' - jaf,,�gg F� I 19, _�� � . . �� \' 12" 1E OUT -z� z6o\\ . I . . .. . . I I I I . I I I . 11 Pp . I �Z' (�E)t 1. 4 ' -1c _�7A. 4�5+35. - . . , .: - ,. - � 'V�&- \ 95-8.2 (w) 0 , , i: � . . I . � I , :y �l / �,4 - 1, /Z It / I . . . , . 10�'IE,1W4 , li­ `Ou_r_i��CYI t� J � 1 " 1), I I I � "',l: I -w_ I", 1�, � .: �� � ... :'. � . I . . .1 � . ­ ­. I . - TER (IN) TYPE SLOPE (%) OWNERSHIP STA' 40+64.44, 4.31' R . _b6 % -,' ,5-1,5- 'or ,,%� . , '��, , ,)I � , 72 IL � 11 " \ I . . _. I I . I .1 I . DIAME I . � I . , , . _ , I, 41- ' "_ r .1e � ol ,A) � I \ � , N . . . . . :'IPE NO. I LENGTH (LF) I � I . '�N� I �,�; .V j I , - , " 4,95. 59,(AB),� - . � . ... .. �. . , � !, �15.�3� 7305�,iee - . . I� . , J� .1 � � . I I � . RIM 36i5. 95 (A6) . \ ., / k) /"q , . � ,pJar,,v . ,C I . I . . . . I i� .. . . � I � I . �.. . I � .... . I . I . / /I , / / , ­ V, - - " /,w- ,3 . 12"'IE OUT,;381.0 (.e 381. /. P k), �_ N\ S­J'%��',42' 0 �N 392.59. '(�.) (A " . / � . '\ \ % \ . I �. . . I . I .;. 1. , .. . .� � . . 11 1 12" IE IN 464.89 (S) J64-80 _ ........ ___ 11 /,��*Z_­_I��j - . I � " � I., _', " , ), �/ 1_�151 1 x . . I : I I .. 1, .. . �!' � � 11 . . 1, " ,� 0, � _:� . lk \, - -_ V. . .. . I I . . '. ,-I I a 12 L (,'IjL i�UrUfbi* .1 of. J IX /-'K/ VA IL I I \\",� . CONCRE', ox CULWRT . _­ "\ > 'R $ " -k' " A I . .1 . --- - - ,�, IE IN J�( 4? (N ) S�ll " fl� I . I I 'p , , " �",, --- I i I � I � :.:�. .� I I .1"N - . - I ,�'# ,$,' 1 / t I __l/ / / -W -, - _ , - . I . . . I . . .; .. . 11 I . . r . .nl � � . ,C- � �& "'; -, - , ,I, - . . 11 I I � I . I . I . . � - . I I . 1. I . . I I . . . . 1 ­362 , \ . I I - r') I . I �, I � � I, z - / " 4) " , . . 1 =359.13, . \ \ _- _,� -- I � � � y D� yl'�� I I . � I . 1E Collvc W I 11 "I - - -�l I . 12 " 1E IN j6 I TE FLE'll ,8' I I __ � � / - /,E: 6QT 3�2,59 C - m1d)- � 11 �,.m I : - � 4.99 (W)364,80 . I I . / _� /11� .. / . , � 24i'LO 2.54X PRI VA TE - ,, / I I N? - I . I . � : , .� :. I . ., 2 28 12 LCFE . . . . 11\ I - -,, . 1.10 ' J. ") - 0 j3 , "I . 0- \ -.14 R I ,,,,-- �l . I \ . I I .. 1. .. .11 . � I .. . I . . I .. P 1. . I 1 .12" 1E OUT, _'9A&9 (SW)360.49 . � � 4 �-, i ��-- I! ,- ­- '(11) - CB 4, TYPE I D I, , -,i) ". - , �,�,%(_ �� .� " _' - / , I � I I . % 1. . . . I . � . � I . � . . . __ . . I �� 1, I - (PRI VA TE) ' .. - , � . . . I . I I ... . . � I . . .. I - .1 _��, - I � V I li �v - - � ,,, , EA�TING`CUL �Efff \ I., " - I � I . 1. : 1. . . I CB 2. TYPE , I I * (", , I . . I I 1�1 '_1 . .. � . . . � � I . . '�, " _# 11, , ) ,,, I I - 1-v- IX I .z ­ I . - / It � . � . � I . . I . i . I : . 4 . - . � � I. � +04- 102 - - � .v ,� STA. 42+29.45, 271 i�o,�-- `� . ) \ . � . . � � , � . . I I - - " I 7' R' I ) q4 __l k - ' 111111, , \ . I . 1. . . � Pi 1 12 L CPE -5.50% PRI VA TE . . . I'-,-,, N \ � , C, ", � �. , I. i % .., . - ­ !z-, 'A - 1, ; ,,, """, . . . . . . �� . . � I . 1,� I .y. �q I I .16 -1 � . I \�� f � .1 i ,,I ,, V ,388 - TO BEiREEMOVED �f � . . . I . . I I ... . . .;� __ 'I it � � I . I .� I . 5 TA. 40+68,75, 32.17' R ,.,X(, ., , I , �'_-� . .. . . I., �­ I . � . . .1. . I . . � I I � 11 � SIVI'My - � I �1, -.41 RIM Oiz6-4e 376.17 - ,.w " �2 CB I A I 11 � I .. . . �. . .1 � . I . I � 11 - I I f xl . � /" , -, I . . . . . . RIM. ,4 --- - ---C - 1E IN 4 "`i, � �"�G)F C8 17... . I . I I - _� 7 ,,, ,_ I .1 . . - . I . P4 . & 8. & 6 368.41 . CB 3. TYPE 2- (PRI VA TE N, �,'N, *Nl � 'I,J I . -I- �l I lb, Aw, '7 _'� x .. . � / . z�� _� . I . I I . I ,. I . I . �l .1� . , :1 , I - . . 1 59 12 L CPE 0� & AN J. J6X . PR) VA TE . . � -1 , j 12 ' -�z,,�, SG\i'o ol?�'14�L�ty , , . , �� P 7A 9 -4 . . � 7-04e (E)jtAj..za,* b I/ ��) -'�, / '_ OW A6$0,W'( I 11 )C3 6,80' . � , - , _ I . .! � � � � I . . � . I ( I - . � . k I I '.. . I I . . - I I . "ll T�3' " - "i 12 " 1 -4 1 'n co � � ''PA t _ , - FL �) I TZV , 1-- 3 � . fflm=39 , . . .... . . I . � . " T, ,'S TA, 41 + M 21 1 r 31.41' R �\ I --r- - . - 1E OUT 47 m3e ( W) j 3 7J." I ,- 4: 1��., IV I � . �., I .. I . I - . I . . I . . I 0 N - I 11 .- - - S­2 � _­____­_" t I S t2, copic SE=392-2' . . . I � ... . ::; '. . � I � . . I . . I v . � . - - �- ,�) RIPMA, C)U//-A b) I, - I I . . I - � .. . I I -/ () " -- N ,v - \ -,, FIT, 1__,_vF_3_____ / /I V* � � \ JE 12' CONON ,3,92.1' � I I I. I I . � 11 11) ­1 �c,> \ -- - - - PROTE ION-fET " I . . � I I . - . I . . . (E) 3 7 N I . I -- . , . I I a vio CUL VEP T NO 7' 1 . � . : . 11 . . . I � , , , . � . . I I . I . . . . I . . � I � . . . 12 " .IE IN 4771. I 8 ,01" 0VLH1,LQW .,I.,- 1� I 'D-1 � ,kT 02� I I v / - I 1. ' . . ''. . � . __( f:� Nl� IV - , -W I � .1 . - I qT�,� 0, � ,� I . � I I . . I I . . �l 10 413 __ " I --- socs I . I . � � � , , /I R&1=3,96.99, . I . : . . . 1. - IE IN 0?i. i8 (N) 371.27 10� 1 \,", , �, Z k� -��P%DR R � p. . I . . ,�� . I I 11 I . '\�\ , I � . � . . . . � . __ � � . I I � . . �\"-,l - --,, '! . - . .. I ­ 12 - I I b, �c i /� �� -el . LCPE �L 95 8. 16X PRI VA TE .NOT I . I I bfl&eb'Tfo� N.\ � . . , I 1�1 , ! : . P6 32 ES. f 0 - - - �PA\ ,C� � � FOUNO �6URJIEV UNDER DEORIS� . , I . . I . .. I . . . I -� 1) Ib _<;_� '� '� �) / , , I . � � . . 1. I I ; \\ I , ) , . 12 LCPE 0.89# 4.87X PRI VA TE � 12" 1E OUT �36;5.66 (N) J65.51 RIM 4�49& .374.97 � `l__l � , " ,,, ,�, I \ \ g ,,� , I . - � i, " - \ �, 0_1 ,A) I - I \ . . . . I . .. . � . P5 � 107 : . . . . 12- 1E IN ,365.6e (E) 365.66 N`�L_ I 1 NN4 I 'I- s " \ " vi!"",vl) 0 /,o ",/ !I, . . I . . . . . ,12 ' - r,&-, - -, - ; 1 "' \ I � I . I I . . �l . HE CURRENT CITY OF I " ., � -.. . . . . I .. . P� I 80 12 LCPE 9- 999 6.04X PRI VA TE 1. ALL TRENCH RESTORATION SHALL BE PER T, , - "kv, , 'A , �� I I 2A � . ),\' jj / - . � � I I � . ., . . I 1 12 " 1E OUT 4�zh h9 (W) 371.2 , , , __ � 1�'(Cu ,�Lrt -, � __ll_f . - , . . I WC � . . . . . . . . . . I I I I ION AND STREET OVERLAY DETAIL. I I __ I , \ v I 1. . �:� . I I . I I I , ,� I , ,,- N ) I � � 11 1, i 0, q ") q) � �,�\ I \ k) ) I I : �l / - ! -, , '� - -,-- fE 1.2' CQ ,' 5=*v92,4' . . I . . I . I f \ / � k ! . . v �� . ..- � 3 I . . I . . . . . . 1. I 7L:2zlff Z 16X PRI VA TE RENTON TRENCH RES TORAT ",:`l t . __ ) , , 0 � I I . : .. . 1, I p . . _ - . / � . r - 8 12 LCPE , OVERLAY -\ , � I - I 'i IF I2, CoNc lvlv'='-5v2.4' I . c . I I � I %�,X, . , \ , % ie -\ - -k�� f') 8'qttA'T . 1, P 93 1 2. PER SEC 77ON 7 REQUIREMEN T FOR PATCHING, 0 VERLA Y �6 . I / . . . I � ;� . � . . HE � I ,--, N N , � ,`(�z 2' ."D �,--k-_�llll / 0 1 III TOP Of' THR (; GRATE - . I I WIDTHS, 1. TRENCHES (ROAD CROSSINGS) D. IF THE OUTSIDE OF 7 1 1 _/11 � - j 1� � � �. 110 I � - - ,iv - � I . I i �. 1-1 �_l . ELEV=,197,02' .1 . I LCPE 4,919 4.49* PRI VA TE - 0 <? �� - ­�,\ I Q, '6A) " . �l I I . I '. I . I . . I 1 P9 116 1� , 41., , .. -_ * I I - . . -, I � . , TRENCHING IS WITHIN THREE FEET (Y) OF ANY ADJACENT LANE LINE, "\� - I / � I I . .. ..... I . '' - . � . I I � . ;�� I I .. . : � . : � . . . � . 11�11�'l I ( ) " -�,, , " I . � � I CB 17A TYPF 9-4R" (PIJR1 I(') . . . . J, ILL BE REPA VED. - I i nllzprsp��Ai tpiE�t �� 11 I . . : : . . . . .. plo 6 12 LCPE :2 1994, 1.67X PRI VA TE .THE ENTIRE ADJACENT TRAVELED LANE AFFECTED W I I .I- 5 'LF ") I 50 LF DISPERSAL - - - I I � . � � . I 'IQ" I I � �) _4 I - �/ I REPLACE EX. TYPE I C8 � . . I I . ::� - . � I . .1 � . � . . . J. ALL CATCH BASINS ARE VANED GRATES UNLESS OTHERWISE NOTED. �_ "mm, ,;,Qu.uu 0 , I ,if � li. ./ : . S TA. 1 23+99.91, 18.86' L . . . . I . . 1, �l �p � � . I I Ill#" -.00 . ,:,. � I . . � . . I . �� 11 i. I , I .),Cj �� "'I"<4 . .. � X_ . ., . I � �, . I . - . I I Pil 6i 12 L CPE A 929 3.21X PRI VA TE 14. SEE VAULT DETAILS ON SHEET C23. ' \4E J82 00 I I ! \ CONNECT OPEN SPACE . .11 I / .RIM z396. ��9 396.24 1 . ., . �, � I - '*N� . � l_\ _�x I I I j I ii� , jr� t � " I . I I . / I . : . ­1 �. � � I �,� -, � I I �. . . . � 15. STORM DRAINAGE PROFILES ON SHEETS C16, C17, CIA C19, C20 , ll""".x SPACEE I ;'9YARD DRAINS TO CB 4v , . -39:2�:F,9 (SE) J91.85 . � . I i 11 � . I ­ 1. . I I I . I 18 L CPE ;. GG;* 2.67X PRI VA TE � . """"',\ IQl y 7, P 4 IN "o I I I I - -, " �11 ­;i )`7 J - . / eq .. . W. . /. EX. 12 " IE IN I . I . . .. I . . . . I P12 6 AND C21. I � . I "Y'­ ,�� ,It OF <,& , � I., . I I I . . I I . I � I . . . _08AINS T �� YD'I ,�� %a I() .., 11 ,_ , . . . . � � . I I lll,� , __ ci�l �A 0 1 � I 8 " IE IN' 0:9 f.;76 (NE) J91.47 1 I . . I- - . I . � 11 I q I to I 16 4. . . I �.. � � � 1. � . I I I . - 6. ALL OFFSETS ARE TO CENTER OF STRUCTURE, I 1\ � .11, I . -'. v <) 4 1 1 � . � . . . � . . I ;�RIM 3dd. uu . � I I . .. . - I � I I a . I., _. \ .�_ � �\� ,� 1�1 . " i� . -f-t . I -�6 (SW) 391.47 . .. . . .... r . k 98 18 LCPE 6.664 5.74X PUBLIC ILITIES IN RIGHT-OF-WAY SHALL BE 4za �., 1. � � I I 1 P113 1 7 BACKFILL OVER PIPES AND UT . . - 1� . /= . 18" 1E OUT 39f.7 . I . �� � . . . I � I I. . I . I I --- . . . i D. uu 1 44' \ ,P Vlvf, �,D'TH , . � I I �. . : - � . I I . I . N - \* X " . . I . 1\ IN I 11'1,�\ , . , � o' '\ h ,;ll r . � . I I I . . I 1. . '. �. . . . ...l. . I . I \ I . � � I � I - I I - . I I . I 1. . . . I . I , I . .1 1. I - I � . r�� . . . � __ 8. 5 TORMFIL TER 'N � I's I I ..... IV , v I ", . � . *11, / � / 1 20 LF.3n" o qTFF1 . . : - , . I . I I . .. . I W" \i \,,v 16 � 1/1, I :1 I . .1 . ; , I � CN I . . I I � 51a" MINUS CRUSHED ROCK. "N� � 4 r, \ I � .i) . . I . - 1. � , I . -4 . ,I " . � I Pi4 1 229 18 LCPE 7 - e2# z 00% PUBLIC � I .1 � I I � . AND DETENTION VAULT ARE A MINIMUM 5' FROM 1,5' . I r�N_ 'I, I "� I , . ,A� -, q , -4�� . � I 1. . I I I I � I - ! .1 ,I _�: . � pi5 �212, . 12 .LCPE &A�* 8.62X PUBLIC PUBLIC STORM DRAINAGE EASEMENT .� . " " \ Ilk �<�- __ I 11�4 11 � /. . I . 1: � � I ... . I I ". '. ­ . i.% I . I I . . . _.�, \� kl �� CASING 1, . . I I . . . . N__ . . I I x �l \ .,,i�. N, _�,� . � . 11 "I I I I . I . . � z . � I � I .. I : � 12 .. ub � N, \ IQ' � �1. I . Q . , , / I ­ I . . . �l �. . '.., . 1. ,� � .1 I 0) . . I LCPE �. -594 2.22X PUB41C I .. �(\ ?lk, �l , k I I �\ ,,� IN\. I �, . - - . / I � . . . . ; I �� .1 . : � . I.. ,� I - � . - . , P16 18 1 1 1 I I .: . . i �� � . I � . � � I - zk� -, "..,,\ , 1, 010 ­ki 1. / . I I . I �. I , , . I � . . � I I . . . � I I . . 'N�, . I 11 I 1, . )";� I . � . . ... __ . I . .. . I 1 ; Q � I �. . I I � . � CA I TCH BA SIN NO TES: .. I � . �1� I � . 1\1 _� \� I\ � I I I ;t� --�V�. � � . � . . .., . . 1 �. :! (14 : . � . V . I 11.1, I . , I -� . &84 2.54X PUBLIC ION, I T IS FOUND THA T PIPE ANGLES REQUIRE RO TA TION OF THE I I . i . I . . "I . \ " IV 2 ' , � 1 ­4 ,� � \ / I � . . . . I . I ., ., , " P17 102 12 LCPE 1. I 1. IF DURING CONSTRUCT . � I \ . . I . . 1. p I . ! [,.- - . i . . I � . - I . "!"� � I 1_�, V � � \ / I . . I . . .; .. .. . I:;w. 1. , . . 1. . !, � - . I . I � I TYPE I C8 AND MISALIGNMENT WTH THE CURB, THE CITY WILL REQUIRE REA40VAL AND . . I I �",,:', 'Rl,M 3 Jo . �o / I/ () . I � � . . I . I .'' . I! .. � - . .. .1.11 . I I � LCPE OUTLET . . �. . :4!., . ." � LCPE 1. 904 1.52% PUBLIC . 'ADEQUATE KNOCKOUT I I � . . � . ''O'D A) .4- . - . � . . . . . . � . . . :.. 1. - . . . . � .. I PI 7A 83 1.8 . I I I I REPLACEMENT OF TYPE 1 CB WITH LARGER STRUCTURE AND I I . � . I . I ­ " 0 � ;t�) N') ( �' W . . I I I I � . . .1 .1 I .... . ..,. ., I . . . . I . , . . . I - I . l,qE ,306. 00 , �ql , . I ... .1 .. I � . I � I 110 � . . / . STA. 23+21.97 4774 L � � . . .1 �. . . . . !, . . .... I l . . . . . �' . . . . I I � . . � I I . .2 T YPE I CATCH BASINS PER COR STO PLAN 200.00 (SEE SHEET 022 FOR DETAILS). : . . . . . . . . I ,\N�l '1�1 , � \ \ (`� I . k , " ,/ - � . �� - I I � I . I . I I I I . . . � .. .. . . . ... I I . .. . . . . I � I 11 V�, 1� I I . I . 11 . h , . I . . 1- \ 11 ) , . I ... ... I . � i I .. . . 1. �t .. 1 124 18 L CPE 4. 964 4.659 PUBLIC . I � � . . . . � \ % 1� � - :) "I I . I 1 34- (NE) 3.90.21 � I � I � . � .. . ... 1. I . I . . I , 18"* 1E OUT 498. c . I . � . . : : . I I . . . . . .. . - - . .. . . � � �� . . I 1 13. TYPE 2 CA TCH BASINS PER COR ST9 PL . 2 1 1 � I . . . . . `k,�,,,�,\,-, < � \,, \\ \.,, .. ... R� � 1. . '. . I . I � . . . I . I I I . . . I I ..: �� . . . .11, j 1 _1 . � . . I . . � . . . . . \ ., ,. I . EC TION PER I I . . ... � 1�.�, I . . , . cd . . . . . I . I . I . . I � . - 1�1 I I--,- . . .. I I /. . OUTFA�L PROT . . . .1 � � I . . � 6 18 L CPE 1. i9 61# 4.42X PUBLIC I . . , . � "\ I,N�', 1, � I i I � . . . I .. . .. I . I I � I � . I I . I . � . a pig 1 8 � � I I . I 11 � . "'111� . 11""""""", 1, I . . . .. I I � ; � :..., . i Z: ... . . . . . . . P18 � I . . . . " N1\1, N'll, , I � 1: , --u . I I . , FOR DETAILS). `�'\�/ . .6- 1 1 - I " " % , , AN 201.00 (SEE SHEET C2 . I , ", . . ; � . I . . . ­ . � I I . 1, -\ � \ \ I -__1 - I , , ... � .. . DETA14 ON SHEE T C22 I . .� .. .1 . . . ­ . . . .. � I I . I I . - __ . .. I � � I I I . 1. . . . `Nll - - - _. _ .11 , .1 .//k \ - , "�l .... I . � I . I 11 . � � . . 2 . I 1. ROAD WORK.SCHEDULE . I .1 � I I .. - . . � 9 I , . I . . I . . ., T I to .18 11 . I . . I . . � , Ji'l , ,� \ 11 `­,__­_.__l_ / . " . . I '. . . . ... . .. I . . . .1 . � .: ... . . . . I � . . .. . ... !­ � I I . i I �l .. � � � I � . � � I I _�,,.� ­ . . � . __ � .- IWO_ 1 - .1 . . . . ... I . �l ,� .1 I...; I �­:... � 1, Z�� � I __ . . (DS TA. 30+8J.38 BEGIN FULL MOTH STREET GRIND AND OVERLAY � �� i __ _. - . �� . Rhkf=�64, j � I ., . . � .1. I I.. I - . I I . . , I . � i � � : . . . . I � . � � I . . I . X, 1. i\' . .) . � I � I I I . , . I. . � .1. . . ... I . ; �i� . � � C) �2 1 . I � . . . . . . I `N`� . . - . x f " I """ . I Jp, I - . I I . I . . I . . � I .. !�. � . !� , . I � I .. - P20 1 16 LCPE 1. 6)2;* 1. lJX PUBLIC I I . I , � E ,,,,",,,N /1�1 I :�': � - . . I (EX.) �25 , 12 LCPE iL:5e:9-z 9.86X PUBLIC I . . I I . � . . I I . I . I O., _�, - ­ k . 1�� I - . )E 12' 0 C SE-15 718, I' � � I I . � . . I I . , ... , I . . . . 11 . � 11 I . . I . y", 0 % - . I, �L I " . I � I � . I I .. . . �!. .1 I , .� � , . BEGIN CURB, GUTTER, PLANTER AND SIDEWALK ON SOUTH SIDE OF SE I . 11, , .. ��o F 72� CONC S4'=378,0' . . . . . I I ., I . � �. ., .� .. I , , . . . I � . I . . I I I I . I . . I',, Il_'. I I . . I � � . ., � :� I 1. . , � . - I � . I � . � Piol . 33 12 LCPE 1 - 9 9;9-f 1. 79X PRI VA TE Q STA. 31+25.03 1 1 1 1 . I , �,, " Ic I . � . . . . . .. :1 ..'.. . I . . . , �,,.,�l I . ; - � 1 4) 1 I . I . I . � . 72ND STREET 18' FROM CL � � . . . . I I ,,_, ­11 �, I I � . I I . .. .. .... I I . I . I � . .. %',<lk� � � I � I . ; I I - . I I . � . . I . 1�1;,,',�, 7'. �. - . . . . I I '. � � . I . . . . I I I .. - I ,i­ .. . . . I I I � . . 111 ".1 ,��;� I I I � . . . . ... I I . . . . N< I i I I . I I .. . . . . I 'l � 1.11 ,- . . . I . . . ,�) ��' ll�l I � I I I -lFH . . 11 . . . '\� �\� JN .� � � � ", , y/l A . � . P103 43-50 � 12 .1 LCPE :2. Oz`;l 1. 74X PRI VA TE . . I . . � . I N CDO FZ I I . I .� . �! 1 . I . ... I - . � I . I I � . . . � . i -, I � cQ1 . . Q STA. 36+70.79 END FULL STREET GRIND AND OVERLAY � � . I � I 11 ll�, - . I' I I I / I � I . I I I I . . I . � � . . . I I �. . . I . . I., I . I . . I . I :,� ; � I __ CURB, GUTTER AND SIDEWALK 1.30' FROM CL � � . I 11 ! . . I � . I . I � . I r . I � I . I GRAPHIC SCALE I . . . �. . . 11 . I � I . 1 4, T I . I . . . � . . . I I.. I . : I I . . 1. - :.1 . . . d� . . I I I � . .. . . I . ­ I . . . - � � � I 0 20 40 80 . . . I . ­; I - � - I I I I N_/ , I � .. . . . I. � � I . I N, �, : � rl . I � 11 . I I I . ! I � I I I � lql I I PI 12 � - 19 � /8 I LCPE 1. 66ff � 2.89X PRI VA TE . I . . I . I . I "'N� . "�� \--,\ il � I .., 1� . i I I a 18 LCPE - 0. aox . PUBLIC I I I I I I . I I . \_1 I / , . � . I � I I I I I . I I . I . . �.. I % .1 . ! I � . I � I I P113 �44 . . . 1 (91 �lqym I G) S TA. 37+ 79. 61 BEGIN SAWCUT 0.,52' FROM CL � . . . . � . � . I I . . . . I . . . : - - ! � 2 . .1 I . I I I . I . I . I \ � � i . . � I � I I I . . . . . I �. ... . I . I : 1 1 � I I . I I , . I I I � I . � . . I I . . I � I � - I � . � . 1 G� . P114 ­ . & 5 � 12 � DI 19.51# 9.40X I PUBLIC I I I I I � 52' FROM CL; MATCH EX. I N\ I ll,� I � . I I I I , . I . I 11- I I . � I . � i I I I I I 1 INCH = 40 FT. - I .. ­ I.''. - 11 I .w � I I � I I . I . I 0 11 I - I . . � . . � I ­ I . ­� . . . . .. I � . - I . . . . . . I I . I . I . . . . . . . . . I . I . , .. . % � . . I � � I � . I P20,31 96 _T 12 . L CPE 5. i4fff 5. � 71X PRI VA TE (D STA, .23+74.50 END CURB, GUTTER AND SAWCUT 19' FROM CL , . .11 I I Nk, � I � I I I I R 392215 . . . . I - , b . I I I I . . -'IQ , / I I I �� I .. '*2 - , E)' L7 ' - I I � I , E I X 2 8 0 T I L A . , '. , I I , D 7 1 / 5 E 2 E ' L 3 ' U W ) :� I B M 3 - I IN 0 T _� ' W -1 " - I y C "_ 5 E - P K z ' 3 E I ' I C N I 9 ' ' 3 ' I I I I '� UT - .' V,A 1 31 - j I TNG I �_ - I I ') '/0 I 0 66 1 - , p EXI _ 4_ � I � _ I I , �� 1 53+ - (W .9 - 77 � , 1 RIM - 376 . ) 87 .7 ... // HJ2 1 12 " IN j 7`1� "a 9 � - I - 12 " I 3 � , - , 0 1 12" OUT _. .__ , ,.._ _ _ . , 4 6, , � L _ � , I ,_ _ __ , ( . __ � � __ , , , _, �__ _ _3� �� � _ , , 'I , ': � - a \�___,_ cl _�_, "I'l, , "'��, _j ___� _'_ _._, �_ __ ­ _; � __ , - L== _ _ - - .- � ­_ ' _ _ '_ ----I, �' 4o+ J � Ir I _ _ - i� - ,c , � - : -�- � t r � - - �__`_ � _ __ � _� , E . 1� _._G __ ., �4 " 37+ 0-6 - t I 4n4 I I \ N� 1\ IX0 I . .. 1. � , . � I I , . , . I ; I I I I . , A . . I �- . I . . . � . ... . .. � I . . I I I \, _,�_. 0 . 1� . . I I I � . � . 1; I , . c\j : .� .. - � �l I � . . 1 P_w I � -44- 4 � f5ff 2.82X I .1 I I . I _-;- . q 1 12 LCPE -_3 PRI VA TE \ . , . 1, i . � � . I - . I - . I N\� � \ . .1 . I ; I I I I I . 6 . I I I I . . � I .1, . ,: I ... 0) I I I I . I IMPERVIOUS AREA NOTES: . . � I . ll� APPROVED FOR CONSTRUCTION - " .IN. I... I � �- . . I . . . 11 . . . I � . . � I I I � I � . . I I . I . 11 . . -.-' I . � . . 1. � . I . I . . I I I I � I �. - I I . : I � . . . I . . � \ \ . �. . .0) ... 1 . � -0 � � . � I I � I . - . � SUBJECT TO ERRORS AND OW.SSIONS I . .... I p - � . . � I � � . 2. IMPERVIOUS SURFACE AREA IN SITE PROVIDED BY PROJECT 15 69,089 SF, . . � It I I I � I . . . . cy). . � .i � I I I � . in � �� 7 T (AB) IF THEY ARE NOT . . I '\\\\ ` I - I I . I - � ! . I . . Z3 1 . I I I . : I SCHEDULE NO TE: � I 1. MAXIMUM IMPERVIOUS SURFACE AREA ALLOWED IN SITE BY LAND USE IS 12J,620 SF 14< L PIPE SCHEDULE CALLOUTS ARE AS-BIUL I � � I . -,, "', I 1, . . I I . � . . �* . 1, - lo . . I . � I . I . __ 11 OSSED OU T � . � . � I I I I � . �. � . � IN" N11111 . . 1�� . . . � I. I I . . � I 1. . . . � . ....�! I (11 � I . 1. . 11 I � I I I . � to� , , I 1. I � - Q% � 1. I � ! . . I � . ! . I . I . -s� I I . 1, � ,, � . I k . i ,,, � I - , 0 1 i � A I , � . � (� I i , . I � I __. � � ,� . �: I � I . : , � . In ! i: I .� I � . . �_ . . . . � , . 1 1. � � .1 � I... . I � 2 � ,., - . . . � � . I , 1� � I � - . I . I I I , . .. , � I . . Q j I . I . . if) � � I . I I I - - __ . I . I � I . I � � __ - I . . I I . � I � � I � I I � . I � I I . I I . I I . . I . . I STORMWATER FLOW CONTROL . � I I I'll . I . � I � I I I BMP DRYWELL. TABLE , I I . �­I I , � RYWELL I BLDG SERVED A41N FG � GROUNDWATER EL. I IN VER T IN IN VER T OU T � - � I I I . . . SOIL TYPE � . . � GRAVEL* TRIBUTARY AREA I � TOP OF TRENCH .. � BOTTOM OF TRENCH . I I S.A. OF ORYWELL I .. VOLUME OF DRYWELL _ � I DI . EAST . I J7Z 75 TBD . . 37J. 00 37J, 00 � GRA VELL Y SANDY LOAM I 380 . 1J ,659 374.00 370.00 1, . 300 5, 1 200 � 1 02 . 1 WES T . I J63.25 . - � TBD . . 36Z 00 � . . 36Z 00 . . . I � I GRA VELL Y, SAND Y LOAM . i8o I I . . 1 I � ii,000 . � . 368.00 . 364. 00 � � 1 . 1,275 I I . I I � 1 5, . 100 I I I I . I I . I..., I .. �_l . I f � ... ­ . . .. I . \, N1,, . BY: . I DATE: . .1 I.. �. . ­- � I .:. i I FLOW CONTROL BMP NOTES: I I � \�\ . I I - � . .�­ 11 . I I I I . . I () I.. ...., . . , I . I � . I � . . . . I I . � 1 . LIA41 TED INFILTRATION DRYWELL BMPS MLL BE UTILIZED . � . 11 . . .. . wo . I I.. I I I . . I BY: I DATE: . ..- - I I 11 I I I . . . .1 � I � , ) � m I . FOR THE ROOF RUNOFF FOR BOTH BUILDINGS. . AS -BUILT .1 . I .: 2. A 50-FOOT DISPERSAL TRENCH BMP WILL BE UTILIZED I . . I . . . I � - . . � ' I � . FOR THE OPEN SPACE (APPROXIMATELY � 4,685 SF OF "I CER71FY THAT 7HE INFORMA77ON SHOWN HEREON WHICH WAS I BY: I . � .1 DATE: 10 .. . .1 I.. -i IMPERVIOUS AREA WITHIN THE OPEN SPACE AREA) AS -BUILT BY D.R. STRONG, AND Amy INCLUDE LOCARONS, ., . 1, .. .1. 1. .1 t .1, .. 1.11 - Flnw rnAlTpnl Rkip.q sHA/I RF OPFRA TED. MAINTAINED -- ---- ___._ ____ -.--I-.--- ...- - ­­ I - 1. - 11 - I � I . . r) . .