Loading...
HomeMy WebLinkAboutzS-2981SetCITY OF RENTON EX. MH6 .2 BENCHMARK 415 SEWER PLAN TOP = ELEV. 372.49 CTRCHN . CHNL NW `'�• SW =328.2 .4�'- �- o 3ii'.8° / A PORTION OF THE NW 1/4, NE 1/4, SEC. 20, T. 23 N., R 5 E, W.M. o CTR. CHNL NE // 1._�, t� _ " �- �< ��.::\ .. ( & SW =371.3 -<" ,'E)L 122 LF 8" PVC 0 0.47% _ 0 25 50 100 �z CL S. err CL / D(. 35 LF PYG f 501 r l r \ 33... h AD EL 40 � 32 r g . t _ o \ a\ { < °< °v c a II Q = �"'� � TRACT A 38 g 37 B 36-w 35 5 34.1 33 - \ STORM DRAINAGE _ \ \\ a a PAD 0 5 \, ri > /J I a < Q a r / J a °" °' TER PER EL =41 . w _ - \... - \ \ I - PER ARAT SEPARATE yy�1 �r C sscoji NECTION � , + :: ..� �. � ,._ -. $.� ' -- -- � ,.... .. • .:. - _ - _ DETAIL, THIS SHEET -... 35 LF 8" PVC 'mm'- 0.97% Y AD ELQ41 0' SIfiARY SEWER _ y 01 AllC Fna as i °Y EASEMENT TO CITY. O v �_ _ m a7E a u�►v�� o o PROPOSED ASPIT -_ co TR .\ \ ♦ \\ LANDSC AREA: V o o Tj ;x `,� �< 41 w 42 W 43 I 44 w. I PAD EL =4125 Y PAD EL= 414.5 w W o a B" Pvc 29 1 d PAD EL =396.5 I Q o CONC. SID )IIALK y O \ - : �. �; ^ c �,•.:':,: PAD EL =399.5 PAD 2$415. jj WZ q , .. \� y �.. \ \ \\ B.Pv ar PAD EL =408.2 E'€ / PAD EL -403.0 50 O 49 ' y w D. PAD EL -417.5 c v 5 I m �A rn c .� 2 a Q$ � Q' 0 O 00 U yU U K °� -`�'�, ® •'� mss, � a�, k1 �iE' �• ®Bi'.i►'ee!!�i' - SiL"7alS��� ..: tu �1 gg •e e e e 'e SIDE SEWER DATA LOT NO. LENGTH. (FEET) INVERT AT MAIN INVERT AT SUB SLOPE 1 33 386.57 390.50 11.90% 2 26 390.31 393.50 12.26% 3 4 26 26 391.79 393.74 397.00 397.50 20.03% 14.46% 5 29 39558 399.00 11.79% 6 7 28 29 .398.05 399.62 401.50 403.50 12.32% 13.37% B 9 26 26 401.72 403.76 405.20 407.50 13.38% 14.38% 10 27 405.82 410.50 1733% 11 12 30 20 409.28 410.63 412.50 420.00 10:73% 46.85% 13 14 28 28 41 C.91 411.26 418.00 414:50 25.32% 11:57% 15 16 30 27 411.26 410.85 413.06 420.50 2. Q0% 35.74% 17 15 418.48 422.50 26.80% 18 19 55 32 420.29 420.29 423.00 422.50 4.927 6.90% 20 32 416.00 422.50 20.31% 21 22 36 36 412.33 410.16 421.50 420.50 25.47% 28.72% 23 36 409.91 418.50 23.86% 24 25 36 36 409.71 409:41 416.50 41450 18.86% 14.13% 26 36 409.16 413.50 12.05% 27 28 36 38 407.68 406.01 411.50 409.50 10.61% 9.18 %. 29 30 39 38 404.30 403.27 408.50 406.50 10.76% 8.57% 31' 23 402.25 404.50 8.30 %',, 32 33 66 35 40225 401:38 403.91 405.50 2.00% 11.77% 34 40 399.76 404.50 11.85% 35 36 40 39' 398.22 395.78 403.50 401.50 : 13.20% 14.66% 37 38 394.30 400.50 16.31% 38 39 38 24 392.53 390.85 : 398.50 395.50 15.71% 19.37% 40 41 24 24 392.12 393.82 397.50 399.50: 22.41 %' 23.66% 42 43 24 23 395.28 397.17 401.50 403.00 25.91% 25.34 %. 44 23 .398.44 .404.50 26.34% 45 46 22 : 25 400.33 406.59 406.50 411.50 28.04 %. 13.63% 47 48 36 36 405.82 403.76 409.50 407.50 10.22% 10.38% 49 35 401.32 404.50 9.08 %.' 50 32 399.39 402.50 9.71 %:. sw s 10 nw III PROPOSED 6 PVC SIDE - SEWER B OW.) \\ W CAP MARKER 1 f PROVIDE 2 0% I'M€N. SLOPE ilZ PAD' EL =422.5 AND S 'STUB IE 6 FEET - - } :..I 24 \ % PAD EL =4165 I N N Co 1 - PAD EL =424.5 v \ ` \ 15 - 14 w 13 w 12 w 23 -2 \\ ssu �! PAD EL =426.5 : ` `\ 3 22 _z ` EMERGENGY ACCESS /^ 1 PAD EL =427.5 PRNATE ° PROOFl` F C `a 21 SSCO #1 PAD B-426.5 L - IE= 402.59 6" PVC SIDE SEWER \� ``` 16 I FROM LOT 31 6" PVC SIDE SEVER PAD EL =428.5 FROM LOT 32 S' 'x6" PVC REDUCER 20 �--_ SHARED USE DRIVEWAY J DEVELOPER: _ HA& ! HERBAGE ARNOLD ASSOCIATES LLC. s - _ _ 10' SS 4 r 2100 124TH AVE NE, SUITE 112 �G B" PVC SEWER - ti TO SSMH#5 \ -� -- PAD EL =428.5 6 BELLEVUE,. WA 98005 cj CONTACT: BILL SHERMAN (425) 602 -3700 M� V, 17 SSMH#B PAD EL =428.5 19 - ENGINEER p ` \ BARGHAUSEN CONSULTING ENGINEERS ys, L 8"W E =40254 WYE 18215 72nd AVENUE SOUTH .-`-. KENT, WA. 9t1032. NG G1N. F\ \ EN LOTS 31 AND 32 SIDE SEWER DETAIL I l (425) 251 -6222 PAD EL =429.0 NOT TO SCALE - \ 18 CITY OF RENTON 60 OEPAFiTMENT OF PUBLIC WORKS RECOAMDE D FOR APPROVAL \ '10 ° �. AR S �v ,o95fi' e wASM �o SEWER PLAN BY: Date:? HERITAGE TRENTON HILL PLAT yfC 601E p �p�� DRAW ED CES DATE 1 /14/02 RILE NO. BY: Date \" : �s /ONAL CH EN�'� I. I'. ECKED RJA SCALE: 1 " =50' flHD BOOK PAGE EXPIRES 2 5 04 APPROVED 0 WNVI'ij =% :. '., SHEST�OFI'�.4 By: Date Gv. / SCASII Wj$I P; 4.3 2002 I n II � C n Q 9 nC., lot tz ° e zy N w x ro N � W 3 0 a I O z m O 7 LLI U m ' t— j F I— x 1- � - f4 N fA W J_ g a � O _J Z ''''!! � t2• � /W/� ''' V/ a D Iti N O � 3 L� � U L � r�—�� W o_ �./ � � '� O� 'O �J /�1 � C � d �I C 1 C O a. �n Qo � 2 Z O N 0_ RECOMr6�D ®FOR APPROVAL �'liwc - -' -..--'-- -.�. -- - - -.— �. —..._- � J. AR,1, T 13y: Date: S ��j/�J� ��.. �, �F WASy � �, SEWER PROFILES. z. I By: Date:--- e���"t-"` I � ' ,' I HERITAGE RENTON HILL PLAT m ',. � "'' '. O 9 2601 O. �2 I j DESICdJED DD O ' '�.. Date FFSSF�I SiEgF,G\�E. I '�,DRAwni CES DAIS 7]74/02 RLE NO �' aNA L EN I W � M N � Z WN►A - ?) -CBI I I s „ i is f I a ,.k,� ICI "f� � It �� `H.,. _ al f ��. �„ r ...,E <�, Nti, �, CHECKED RJA _ $GALE 1 $O I RELD BOOK PAGE Sy: ',. Date EXPIRES 2 5' 04 APPROVED Sry�,,SQ of 4.. U m' i I i. olwECra euc woRns cam; s'2n�,oZ - styE>� sEa.�T a zaoa ®'I � r', I I��',k , 41 4sa,irsws�; t:. s f; I` { ,� I� � I t s� t � .a r "" .�. I r� N I d VJ 1,J1, a 1.� � V AO/ x LL O /�/� W 1.� W W �_ W_ W u� I a 0 d �Z 3 [� �, U r a C W � a ~ � O z. �' v I m �A� rn �i •� °I � d �,....\ ° �, _. � ' sE7 8° N) , " . ' : :. . ELEV: @: � . . . ....:........)- OE� ROAD..:.........: . ' PROPOSED ELEV. ' . .. : I— ®rY OF .ROAD SE�r�ER PROFILE A PORTION OF THE NW 1/4, NE 1/4, SEC. 20, T. 23 N., R. 5 E, WaA. = 400;53: ($'!E): ::::::!:::: ---�� ?-- "- ----- --- � Tn. -= fT= 400.43. (8' -NW) .. :... .. :: ::........:.. 395 _ - -. ... :: � .. 385 zo +oo z1 +oo 22 +0o z3 +eo za +oo zs +oo 426---- --- ------ -- ----- ------- - 420 PROPOSED GRADE ® � `---------`--------- -----�--- ^ w Y �..- -- -- ------ -- --- -- --- --- � 3 =STA 30+00. 9nFISECt'AN - - - - - - - - - - - - = EX. GRCUND C � �N �_' ----'--------F- Y�- ?---------_ � ±'LLB OF -USE-DRNEWA 41 - - - - �t - - -�, _ -�.. - 5 ___.. --- - .._...... ...- --- - - - - - - - --_'_- --- --- ---- ------41 - - - 430._ ........... - _ . _..� . ......... �--'�,_--------- ?--° ---- PROPOSED WATER -_ _ : __..��? �� - .. - = PER SEPARATE PLANS i __-- _- _.._ -, GRADE -®�` - __ -.- _ :1.. � I�.::::: �: -- I- - -__ -. - -... -: - - -_' � -3 -- -- - -- - ----- =410 425.:.. -: .::�= ,_���_ .�:.��___: -:_: ._". °,--- -- - ---�: 410:-- -- - - - - - , \ � -- - - ' - ' _ ----' - - . .. - - - . . =- ----'- =-- --- -- ---- ----- - w��-��130�LF °PVC �-� --PVC- ®-2.00% '- ------ - =-- ------ o- � -�- ----- W- ..:.:. _ zs6 . ro - �- _- - SMH #7 _ � - - 193 LF 8° PVC = __ _ - - - - - -_'105 42 w . - . - .. - - � -- 'S5 :TYPE 3 48° SSMH#6 � `- --_- -_-- - ---- c� .---... "_.....:: -STA:51 +00.00;8.00 F - ---_- _ -----_ - .:. .:RIM =428.13: _ - - -- _ - - - -� = PROPOS €D STORM DRAIN -: � -IN= 420:28 (6° S) ------------ --- - _ _ _ _ _ _ - -SS(� #t .. - - - _ - - - - PIiOPb,S® STORM DRAIN - IE� OU1=420.13 (8° N) _ - - - - - - - -Sff -SHEET -Sl - _ - - - - P€R S€RARATE PLANS : - PFJ2 SEPARATE: PLANS - - - - - - - - - -- - - - - - - 13R3-QETARS--- = --- - - .... 406-- - - - - - -- - ... - - - - - -- - ... - - - -------- -- -- - �.�.--------------= 415; �-:- :� :�.- �---= --�-�--��= --.- .....; =--SEE SHEH =52 -'-'---`---- -----` ......_ - _FOR DEDN.S - �(-=.! �'. �_ - = - - Ex: fEEV: � � - -'� . PROPOSED �. $ � ' : PROPOSED ELEY. ®� _- ---�_ � .. ... -395 41 �.� iV �� r, ?� 30+00 '. 31+00 50 +00 �',, 51 +00 SHARED USE DRVEWAY' SHARED USE DRIVEWAY (LOTS'31 and 32) (LOTS 18 and 19) 1" =5O'H, l��V 430- CENTFJi..DF -- ---- ---- -..--- --- --- -- -- -- - In � v � :: .. :- 156 LF 8° PYC - � - : ® 0.50 %.: _ 6 � ®200% - � - � : � TO SSMH�7 - - - _ - - i '. -:: - \ - - X. GRCUND @ G - ,;_. 425 - � -. _ PROPOSED GRADE � � - -- - __ �S �- _.._ _ PROPOSED: 51'ORM = - . � - - - DRAIN- PER - ',. x ',:: � � SEPARATE PLANS - _ _:�.. .. x m - .. - - - DEVELOPER:: '.. 420 -_ � .:.. -- -- - - m "PROPOSED: WATER ,� - - : - m .. _ � - - - - HERBAGE ARNOLD ASSOCIATES LLC NA�� . .. - .: PE12� SEPARATE�PLANS \•�` ° - - - FFSS �N STEE 410 .... . - :_ .. .. .: H 9' Tt'PE.l 48 - -- - 98005 SUITE 112 �G. i a I '' II a r b 9 �� o o� zy � 0 0 �z w �� N ° a �. y W ', �, �, ', i - x In � v ' o N .. :- 156 LF 8° PYC - � - : ® 0.50 %.: _ 6 � ®200% - � - � : � TO SSMH�7 - - - _ - - i '. w w w w RENTON HILL ::PLAT DA1E 1i4�D2 x x x x m - .. - - - DEVELOPER:: '.. m m m m .. _ � - - - - HERBAGE ARNOLD ASSOCIATES LLC NA�� o FFSS �N STEE 410 .... . - :_ .. .. .: H 9' Tt'PE.l 48 - -- - 98005 SUITE 112 �G. °o ' z ,`� M N 0 Z : 1 �:� =50�H 1 •• =20�V WWP�s %�s��� BELLEVUE, WA. - - -STA. 41+41.38; 5.-00 LT. may.`_ - - � � CONTACT: BILL SHERMAN (425) 602 -3700 s :RIM= 42-0.72 : M o s 1 gy: Date i gy: Date G��4' / A L � � EXPIRES 2 5 04 CHECKED RJA SCALE 1 ° =50� gppgoVED �.. oRCC.o° ueuc woRKS .. - - ' IE -IN= 411.26. (6° W)- : _ � _ : W � 1'1 W U � A i� I _ - - :IE OlIT= 411.16 (S: E) - - a a � ^ - ; J w w w ? E � GIN � EERS 405 - -:.. - __ .. - -- - - -_ -- - BARGHA' EN CONSULTING' EN ysG N \rte I ! �� � O � � O O � O Py,. -. -. - - - 18215 72nd AVENUE SOUTH ... ' - - - - - � � - - - � KENT. WA. 98032. `TANG EN G�N�� - �I� r r; .. �� .., . . :..� � U U � � U � � :: - - :: - - - - _ (425). 251 -6222 rEx EtEV c � U U U U N W W W w � 4oc D_ a a a 0 0 0 0 w W w w ���� ���� ���� CITY OF RENTON I�OOM�D® FOFi APPROVAL _� ? =8•L �EPARTMENZ" OF= PUBLIC WORKS ,� J. ARAgST �F�:pE WASyi �O pate: a � o �� � SEWER PROFILES. z 40 +00 ',41 +00 42 +00 EMERGENCY /PRIVATE STREET �,. �1/�/77 �fF%!�i- Dater 0 9 1 0'�� DesicNED OD HERITAGE RENTON HILL ::PLAT DA1E 1i4�D2 RLENG. O TRACT C ACCESS FFSS �N STEE DgAwN CES ' z ,`� M N 0 Z : 1 �:� =50�H 1 •• =20�V WWP�s %�s��� �� '. gy: Date i gy: Date G��4' / A L � � EXPIRES 2 5 04 CHECKED RJA SCALE 1 ° =50� gppgoVED �.. oRCC.o° ueuc woRKS RELD BOOK PAGE_ �� IoF � -_� 1'1 W U � A i� I = z 8io,i ""S�NED SEP 7 $ 2002 4 • . 8, � ', � -, �, ', ', C w � B, � � I k :�k I I t t E r � -F iii Y I ES?I. I ! �� �e I:I i .0 rt � .''C '. �I „,, �? � �. : - "! : �I� r r; .. �� .., . . EX. MH623 GTIr _ O 2I AS -BUILT SEWER PLAN CTR. CHNL. NW 15 �• ` a sw =a26.2 EIL MH510 C1� A PORTION OF THE NW 1 /dl, NE 1/4, SEC. 20, T. 23 N, R 5 E, WM c1R. c19a.. NE �\ >. J' /, `.\ i'I .,.8 . t„ »n = 371423 '... EX. 722 LF 8' PYC O 0.47% li \= l�\ \ I. 1 /� il> 1 0 25 5011 9:4m D ' - c I I 7. > - 29.84 -- x tli _ = - 37 0.67% 361If SDE SEWER DATA LOT NO. LENGTH ( INVERT AT MNN INVERT AT STUB SLOPE 1 a& 35.54 388.57'''� 386.49 '398:58 387.91 3.99% 2 E& 28.69. 39831•- 389.83 - .393.58391.90 4MSX 721 % 3 4 'E& 30:34 .. E& 25.86 39418'391:30 393:74.39148 39168394.69 39138 396.61 4983%:11_17% 44:46% ';1210% 5 6 29. 28.57 :. E& 30.92 39&68139521 &98:96'..39759 399.88 396.99 494:50 399.65 14-493f 622% i-2: 6.64% 7 49.28.82: : 399.62.'.399.29 493.68 403.06 43 6 13.08%. 6 9 2& 25.85 66.26.11 48!32 401.41 103.-76 40351 485.28 403.75 48738 404.91 43:38% 9.04% 4438 %. 5.34% 10 41.37.6 46&86' 40556 08.58 407.65 47.3 757% 11 12 -36,32.19 48 3196 18938 407.85 #18:63 410.24 412.56 410.39 138:98 418.10 49:13% 7= 4686% 3458% 13 E& 33.64 44994 410.49 44966 416.20 : 25:3296 16.95% 14...... 15., E& 31.68- 3& 7 ;47 ... 474:46,. 410.81; 114.26 410.911'. 44+30.413.66: 113-86 412.51 41 -57X&. 8.995 268% 2.17%." 16. 17'. 27•'29.65. 15-.20.22 11986 410.44 ". 41&26_ 466.58 - .417.65 42158 421:14 '. 35..44X& 2431 % 4666X 1420% 18 19 56 56.49 32.39.77. _41948 428.68 419.89 446:66 419.94 42366 423.80: 426:56 422.64 4-92* - -025 6.985 6.78% 20 21 52-39.62 58.36.92 14988 415.79 412.63 412.44 +26:56 422.24 429- 58:420.13 28.311 96 1627% 25. 20.81% 22 23 5& 38.67 : 56.37.66 41916.. 409.87 489.94 40953 44956 416.60 418.56 414.(12 29:12X 17.38%' 43:66X: 11.90% '. 24 ' 38 39.01 .489.71 40927 416.58 414.19 '! 483696 12-%% 25 26 27 3 &385 6 3 &'3923 '3 &39.78 ''.. 1469.41. 408 .89 469.16..40652. :.467:6&'..407.33 414:58 410 :84 41.3:56:409.88' 411- 69:40853146.61%6 44.1396 5.05% 44:05% 854 %'I 3.01 %.. 281 3& 3566 '486.81 405.38 469.58 406.66 SA RS 329% 29 3&'..,3924 #04:36 403.62 188.59 407.07 : 16 -7696 8.79%'. 30 3&'.4028 ' ', 46321 402.42'. 466,69:40458 .11,W* 5.34 %'. 31 15-'.22.40 '.. 402:25,401.70 48k58 402.87 8.38% 1:522%11 ' 32 33 58:68.36 1, 3& 4153 11 10235 401.70'.. 469.38 400-M 483:9! ;40111 165:56 402.02 190% 2.062 3.46%. 34 35 48:39.41 49.39.99 399:9-9 399.11 398:21 39750: 484.56 400.67 185A8400.48 .1485% 3.95%.. 11.289f 7.45%.' l36 19- 3&0 395-78'395.13 464561.397.22 4 +.66% 5.80%... 9- 37 3& -39.38 39+34:393.75. 46&69.39620:.46:3; -% 622%'. 38 5& 3B.18 1 39R:53:30.26 398:66'394.41 :46441% 1025 %: 39, X 26.43 1 1 398.051 MO.52 395.56''.392.53 :..19:379E ' 7.59% . 40 ''... 41 .2+27.81 9+.25:32 395`42', 39162' 393641393.37 5931.58'393.50 1 399.50397.32 1 22.141% 6.74 %': 43:66% .15.57%'.. :. 42. 43 4+3884 43.3725. 39638 ;394.78 397IFF 39 &50 46466139925 463:96:400.97 4594% 15.49%'' :'.4534% 16.40%''. 441 45 43.3725 EP 27.61: 598.#4.. 397.79 46833'.. 399.60 ' 464;59.402.37 46958 403.38 '12(1.34% 16.78%'. 28:64% 13.66%'. 1 46' 1 47 45. 23.81 3& 36.81. - 486:69'.405.93 46&82'. 405.49 "41i. 58'408.15 469.56.406.77 - 43.63%' 928%. ' 19.2M :. 147% 1 48, 3& 38.67.. 48 .761.403.40 '. #83:56'.405.84 '493896: 629% 49 50.' 35;37.49 52 40.37 461:34.401.07 399:34 395.62 49459X403.03 465`68 400.15. 9.90% 521 %. 96+911 3.77% PAD E 409.5 w 9 10� $ PVC SIDE ED i v a W /qDE MARKS ). PAD. EL =4225 i. : ii ° SS� 41 \ \ - :PR0% MIN. SLOPE _ - - IE�B'L59 6' PVC. SIDE SEWER ' } \ '.ANR)8'::.IE 6 -FEET. T FROM LOT 31 �a -_ 9d ° 4s X6' PVC REDUCER -�\ � _\ �n to o I ° I S28 cQa o cis PAD EL =416.5 N r m PAD EL=4245 `�' / \ \ 15 14' 131 TO SSMH 5 w 12 5 m z 8' PVC SEWER E € I I I' - Q a Ili - 70' SSE - - I E I PAD EL -426. 5 - - - I \ - I I _ 22 I 8'x6' PVC iWYE - LOTS 31 AND 32 SIDE SEWER DETAIL \ � � � -- - - 4 ° EMERGENCY ACCESS/ � I I¢ I1 NOT TO SCALE \ .'PRIVATE STR�EE SHEET S3 , 11 PAD EL =4275 I. y a a a ¢ a / \ FOR PROFILE - ¢ ¢ ��%` \ PAD EL=426.5_ N N N N 16 T I ° �� N PAD EL =428.5 wlw w w o \ 20 ._ m m m�ml, m.m w m. SHARED USE IXtNf79/AY OHERRAGE ARNOLD ASSOCIATES L.L.C. GH ^ A o 2100 124TH AVE NE. SURE 112 BELLEVUE WA_ 98005 PAD EL=4285 = CONTACT: BILL SHE781AM (425) 602-3700 T7 ssu Hi6 = m 'Z -_ PAD f1 -426.5 i9 0 = I - \ \.. -,� v _ N rn rn rnl t a_\ �i _ ENGINEER: Q 2 N �I~ zz ` \ BARGFTAl15Q! CONSULTING ENGINEERS Z 5. �i �� g \\ _ 18215- 72nd AVENUE - SOUTH .. N -\. m- KENT. WA 98032 r; rNG ENGtN� O1 t- 0 0 0 0 <� \\ l (425).251 -6222 O O O O \ PAD EL =429.0 5m O \ N � 0 \\\ is I CITY' OF RENTON �I - 1 0 wo - L�EPA[�TMENT OF. PUBLIC 'IWORKS o: Ld UJ Ld Ld 1 'VI 2• >� two o as 04 L 1 � a 1 I 1 I FOR APPROVAL . , � = =' i_. \ _ I `05 i I 0 0_ IL RECOMAENDED � _> - 4 � � �, 1' a o0 00 _ `c w w w w 1. 1 11 1. \. _ _ _ z., p9., S �P 1 1 I w w I L I I ;.. -..� , ;> � I I I o 1 1 AS BUILT p r 'I 1 ,Date: .:.x... = „ {',+:: - Z II SEWER PLAN 11 I 1 I 1 I I ?0 y oa1 E: RENT 1 LAT HERITAGE ON P Date: nF•cn BFE 2016 I m O I I 10/24/02 ' FILE NO. I� By. GwcE RJA SCALE 1'=W FIELD BOOK PACE Date' �S/ONA L 'N I 1 1 1 Il.l� I I,. 1 EXPIRES 2 5 04 AppFpV® _ ��1- 'U I�u to in d' M N O DOte� SF¢ET OF By. l ml n�Pis� I SCA NNED MAR 28 2003 1 I I I 1 I I I I wI 1 I 1 'z, I � ,s ,, �' � R, L '1 IF I 1 _ I I r r . I 1 I I I I I I 1 I I 1 I I 1 I 1 I 1 I 1 11 II 1 1 I : AS -BUILT SEWER PROFILE IN c w AS -BUILT SEWER PROFILE