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HomeMy WebLinkAboutzS-2923Set4m €o 0 � � \ <� a CV O CD N o $ z n z z W O U 1 0- w z Q a - cOc L o a z cn = m ay��� PV ,ZU N QNN 1 �> ¢ ¢ o a14 w N Z W � ar. LT],�in in �z iv z CQ w g Z �~ �CA U w a to: sari 4m €o 0 I ,SEE SHEET 23 °H X c FNC l/ - - - - -oN - \-� IT-I_ • "�� • _ ? �l rE lost ''' \2� l I TP�i� j /r--1 Yl 6, 1 I./.4H irF / ,/ I.•( I Ill�li�� /a+ \ \I Z , G' ✓Yi __._- -\ _- MENT.. __.,r c - -OH -- GH I.' I ' TT I P °° '' ✓Gr. �- -UGT .0 T r W.- / J / J . . �+�r-�- _ Ok ry P - c w_ T l / C oH:nd 55 55 LGT ... - GT �vL / -' _ _ `�.F `/1\ G, � � °� - / u ° ssucT dFCr- �y uG *--� -u �- vv_ �-�r / � SSMfi 720,5 � 1i +�00 80 -� 44100 / 50 +23.37, , - �YI-JI�tEX. SSMH 7497 -8 ✓ % >_ 00 °/ °. NG Y/I V - ° ° vs -6- -. S.s R1M454, 39 ,.�! L. i4 43 +60,83, 17.52 LT SSMH, �+ - - �. - 7 +00 ° 20 "' lE 438.92 E W ° RIM _44332 - ° -\ _ °. 44 +92.50 1759' 1T ° p ° - EX SSMH 7507 - °� , B4 ° _ ,r 48 +00 49 +00 ° 12" !E 438.92 (N) B o p i •`20 "`1E 428.25 °(E, V ✓)-m -- c c- c,-� -o , -_ - INTERSEC770N.+ °° ^- a c46 +91.08, 1768 LT .. ROW ,Qa U ---f °. - ----H o °o °_ .I 50 +00.10° 71 0.94 PONS AYE NE- c c- >--R1M 448.50 o - ° ! }o- 45 +tl9. LYONS kH ST, 20 lE 433.30 (E, s ° ^° °° o- cr INTERSECTON: ° 40' 0 40 - -- _ - - �� —i =�-�>/ _•-4, -.`� _,.� a�;4- \ ° —50 +29.45 NE 47H ST� ° —�._ SCALE 1° = 40' �c•r�. \ ucr ---uGr --•�� KINC COUNTY ORAIN502E5) � • - -_ -- - - y - - \ EASEMENr (8]06130525) -s / -� --I -I -- - \ SD' ROW I �.° I I ` I a / ! I I KING COUNTY DRAINAGE I TI EASEMENT �8] 6230526) ,� I I \ I e CL AN -OUT , € I ,aj , I I I / I I\ , i ° \ I (ROW DEDICATJ 27 - - - -- 6 – ON) , o99l: INTERSECnON: a , 30i- 43 LYONS AVE .7°, 3fl• / 17m.) \ .I,SSMH 5 / I � I .� 22 I `o 'Lb 65 +OQ.00 ACCESS ROAQ 1 I C {- -- I I I , I / \ I - 75 J L - _ - - - J WATER LINE I 62 5.00' LT I al n -- - - -- - -- - T -- EASEMENT _L9+47 --- f L D +11 8' CLEAN -OU T I I I I Q I 67 +00 \, - - - -- 1 - - -- ,T- - - - - -, _ r + _-- - - - - -- - -- _ _ . Lug. III p $SM�I S "'\ 30 +30.78, 5.00' LTA \ I 26' PRIVATE ACCESS I 1 Ir \ ^ I 1 / O �- 7 �. I I e l AND PUBLIC U77LITY ,J \ \ - I I I r \ 1 B. 2. W 25 I fol �nt/TY 1 +8 \ W 2 EASEMENT - - -' 13a-4 zs cw\ /.�i ,r, I � \5 t i SEE RENTON STANDARD PLANS – SANITARY SEWER s "cw SANITARY SEWER MANHOLE 8071 �'� q 1 +17 " 1 \ MANHOLE FRAME AND COVER B074 I /1J scw \ J uMp y Lll f +f5 .° �/ IB•CW \ �J°CIY 12'cw 7J1�I1k.t1�- N 1M- AN U C�AJi "S � I.e`yST�kgie l�— F4''— ET — °0� V� L n o � / � /rs+Ew'/5`�^�✓j�] (c/' w / s �° .,J \ },Ia,c'o cW cw w �' � '"(Y �( rcw � s \ �cv.\ r ' " \ �/ a i / J ! y' / B. °% -3 N ' °� A --- - I I ' - CLEAN -OUT 8076 - -E— PPM-A- — 8:A 0' U77LITY EASEMENT – - - -- 4 �TTv. z ^c TP14 – - \ - I � S- I 21cw 116.6 W I o +46 ' 1+45 / Is °H Ap 157URBANC£ My17S(TYP.)... 1 ACT °CW V �ti J/34 G{ 36 °CW J I I l i e \ l (OPEN SPACE /LANDSCAPE) 12"A �� \ 20 15 PVC SIDE SEWER to °cw / �` SJMH 3 SSMH 4 -+ _� i S= 0.0200 MIN. (T1P.) L ATE AS SHOWN `° I 17 +00.00, 5.00' LT , I + o Ft ^ II r 2 ` PRIVATE ACCESS I , __ I ------ DII ' ROW I` 60 ROW L✓ / EASEMENT unLITY \ 5• , �1�w EASEM£N_T °`~`v I - - - -- " -- ' / I al -I- -- 1E 19 i 2 \ ° a I II W 1 . I / ro -\ A 3o cw \ TRACT B I •. I ,. cw s M I (STORM DRAINAGE) i -- t - - - - - - - - 1+ 1 t 22 I- - - - - - - �I f. f +OS i p a p p �..I -------- L �_ -__ -- _- --- - - - - -J fim 10' Pusucl SANITARY _'+�' i 1 I \ I I SEWER i ,� I I I 1 P { EX. WATER EASEMENT 1 / 17 ( I of I� i + 1 ? INTERSECTION. \ = 0--�� '.- �(TYP.) I �- --- .'4 'lN S£Cn70A 25 +39.94 0 +4$ I - - - 1 ` \ . 11 +60 97 E 3RD ST - 4 +99.44 NE 3RD ST 7 -^ ` -�\ .. ° -� J D+ OONN�AY£ 50 \ \ s 11 +00 + aA- 55 +0 N _ 0 -_\ 4O, 7 +00 0 �'�'P� RO{M1 -\� B +00 _ ��rL = —�"�' S _— RECOMMENDED FOR APPROVAL NE 3rd S.T-cI° 7 Q 2 36 __ - OS BY DATE.? I7-0 / jONAL E� I .o I x j X , HWFNC K. x -'x -- "�IW�NC- -"$$MH ',Z C �� �. / BY /!`Q1?i DATE.', - 'n I I INTERSECTION: rs A �..r .I :. d`'L ;FIRES. 09/09/02 I. N I I 8 +63.21, 9.61 RT INTERSECTION: I I EX SSMH 7497 \ 7 7 +56 33, NE 3RD ST = 10 +00:00 NE 3RD ST = S H 1 ra'M\ I 11 +63.00, 4.00' RT BY DATE.• e I 75 +00 00 ACCESS ROAD I \ e \ 15 +06100-MORGAN AYE NE TRACT A a� RIM 438 0. - - _ _ - - -LO7s ifi -20 - - lOtOO.00, 4.99' R7 (LANDSC,4PE) yi AMP NOT VALID -,��CQI l \ % \ / 8' lE 430.87 (IN) SIGNED AND DATED �I I I -- I �d II 8° lE 430.71 (OUT) BY DATE.' ° \ I e I / NEW 8' lE 430.81 (IN) i ,L BY DATE'.• �.�a -a9s3 — 0n: - 2 r. ,'o/ SCANNED FEB 15 2002 FR I� p , o $ z w � z a - o a _ rn a 0 = m N Z W � O U w a °w q w s � I ,SEE SHEET 23 °H X c FNC l/ - - - - -oN - \-� IT-I_ • "�� • _ ? �l rE lost ''' \2� l I TP�i� j /r--1 Yl 6, 1 I./.4H irF / ,/ I.•( I Ill�li�� /a+ \ \I Z , G' ✓Yi __._- -\ _- MENT.. __.,r c - -OH -- GH I.' I ' TT I P °° '' ✓Gr. �- -UGT .0 T r W.- / J / J . . �+�r-�- _ Ok ry P - c w_ T l / C oH:nd 55 55 LGT ... - GT �vL / -' _ _ `�.F `/1\ G, � � °� - / u ° ssucT dFCr- �y uG *--� -u �- vv_ �-�r / � SSMfi 720,5 � 1i +�00 80 -� 44100 / 50 +23.37, , - �YI-JI�tEX. SSMH 7497 -8 ✓ % >_ 00 °/ °. NG Y/I V - ° ° vs -6- -. S.s R1M454, 39 ,.�! L. i4 43 +60,83, 17.52 LT SSMH, �+ - - �. - 7 +00 ° 20 "' lE 438.92 E W ° RIM _44332 - ° -\ _ °. 44 +92.50 1759' 1T ° p ° - EX SSMH 7507 - °� , B4 ° _ ,r 48 +00 49 +00 ° 12" !E 438.92 (N) B o p i •`20 "`1E 428.25 °(E, V ✓)-m -- c c- c,-� -o , -_ - INTERSEC770N.+ °° ^- a c46 +91.08, 1768 LT .. ROW ,Qa U ---f °. - ----H o °o °_ .I 50 +00.10° 71 0.94 PONS AYE NE- c c- >--R1M 448.50 o - ° ! }o- 45 +tl9. LYONS kH ST, 20 lE 433.30 (E, s ° ^° °° o- cr INTERSECTON: ° 40' 0 40 - -- _ - - �� —i =�-�>/ _•-4, -.`� _,.� a�;4- \ ° —50 +29.45 NE 47H ST� ° —�._ SCALE 1° = 40' �c•r�. \ ucr ---uGr --•�� KINC COUNTY ORAIN502E5) � • - -_ -- - - y - - \ EASEMENr (8]06130525) -s / -� --I -I -- - \ SD' ROW I �.° I I ` I a / ! I I KING COUNTY DRAINAGE I TI EASEMENT �8] 6230526) ,� I I \ I e CL AN -OUT , € I ,aj , I I I / I I\ , i ° \ I (ROW DEDICATJ 27 - - - -- 6 – ON) , o99l: INTERSECnON: a , 30i- 43 LYONS AVE .7°, 3fl• / 17m.) \ .I,SSMH 5 / I � I .� 22 I `o 'Lb 65 +OQ.00 ACCESS ROAQ 1 I C {- -- I I I , I / \ I - 75 J L - _ - - - J WATER LINE I 62 5.00' LT I al n -- - - -- - -- - T -- EASEMENT _L9+47 --- f L D +11 8' CLEAN -OU T I I I I Q I 67 +00 \, - - - -- 1 - - -- ,T- - - - - -, _ r + _-- - - - - -- - -- _ _ . Lug. III p $SM�I S "'\ 30 +30.78, 5.00' LTA \ I 26' PRIVATE ACCESS I 1 Ir \ ^ I 1 / O �- 7 �. I I e l AND PUBLIC U77LITY ,J \ \ - I I I r \ 1 B. 2. W 25 I fol �nt/TY 1 +8 \ W 2 EASEMENT - - -' 13a-4 zs cw\ /.�i ,r, I � \5 t i SEE RENTON STANDARD PLANS – SANITARY SEWER s "cw SANITARY SEWER MANHOLE 8071 �'� q 1 +17 " 1 \ MANHOLE FRAME AND COVER B074 I /1J scw \ J uMp y Lll f +f5 .° �/ IB•CW \ �J°CIY 12'cw 7J1�I1k.t1�- N 1M- AN U C�AJi "S � I.e`yST�kgie l�— F4''— ET — °0� V� L n o � / � /rs+Ew'/5`�^�✓j�] (c/' w / s �° .,J \ },Ia,c'o cW cw w �' � '"(Y �( rcw � s \ �cv.\ r ' " \ �/ a i / J ! y' / B. °% -3 N ' °� A --- - I I ' - CLEAN -OUT 8076 - -E— PPM-A- — 8:A 0' U77LITY EASEMENT – - - -- 4 �TTv. z ^c TP14 – - \ - I � S- I 21cw 116.6 W I o +46 ' 1+45 / Is °H Ap 157URBANC£ My17S(TYP.)... 1 ACT °CW V �ti J/34 G{ 36 °CW J I I l i e \ l (OPEN SPACE /LANDSCAPE) 12"A �� \ 20 15 PVC SIDE SEWER to °cw / �` SJMH 3 SSMH 4 -+ _� i S= 0.0200 MIN. (T1P.) L ATE AS SHOWN `° I 17 +00.00, 5.00' LT , I + o Ft ^ II r 2 ` PRIVATE ACCESS I , __ I ------ DII ' ROW I` 60 ROW L✓ / EASEMENT unLITY \ 5• , �1�w EASEM£N_T °`~`v I - - - -- " -- ' / I al -I- -- 1E 19 i 2 \ ° a I II W 1 . I / ro -\ A 3o cw \ TRACT B I •. I ,. cw s M I (STORM DRAINAGE) i -- t - - - - - - - - 1+ 1 t 22 I- - - - - - - �I f. f +OS i p a p p �..I -------- L �_ -__ -- _- --- - - - - -J fim 10' Pusucl SANITARY _'+�' i 1 I \ I I SEWER i ,� I I I 1 P { EX. WATER EASEMENT 1 / 17 ( I of I� i + 1 ? INTERSECTION. \ = 0--�� '.- �(TYP.) I �- --- .'4 'lN S£Cn70A 25 +39.94 0 +4$ I - - - 1 ` \ . 11 +60 97 E 3RD ST - 4 +99.44 NE 3RD ST 7 -^ ` -�\ .. ° -� J D+ OONN�AY£ 50 \ \ s 11 +00 + aA- 55 +0 N _ 0 -_\ 4O, 7 +00 0 �'�'P� RO{M1 -\� B +00 _ ��rL = —�"�' S _— RECOMMENDED FOR APPROVAL NE 3rd S.T-cI° 7 Q 2 36 __ - OS BY DATE.? I7-0 / jONAL E� I .o I x j X , HWFNC K. x -'x -- "�IW�NC- -"$$MH ',Z C �� �. / BY /!`Q1?i DATE.', - 'n I I INTERSECTION: rs A �..r .I :. d`'L ;FIRES. 09/09/02 I. N I I 8 +63.21, 9.61 RT INTERSECTION: I I EX SSMH 7497 \ 7 7 +56 33, NE 3RD ST = 10 +00:00 NE 3RD ST = S H 1 ra'M\ I 11 +63.00, 4.00' RT BY DATE.• e I 75 +00 00 ACCESS ROAD I \ e \ 15 +06100-MORGAN AYE NE TRACT A a� RIM 438 0. - - _ _ - - -LO7s ifi -20 - - lOtOO.00, 4.99' R7 (LANDSC,4PE) yi AMP NOT VALID -,��CQI l \ % \ / 8' lE 430.87 (IN) SIGNED AND DATED �I I I -- I �d II 8° lE 430.71 (OUT) BY DATE.' ° \ I e I / NEW 8' lE 430.81 (IN) i ,L BY DATE'.• �.�a -a9s3 — 0n: - 2 r. ,'o/ SCANNED FEB 15 2002 FR I� p , a c, m Cl m fl C\l Cj Z; x > 0 1—c 7_ -7 - - - - - - - \.4o'\ J6 j5 34 TEMPORARY SSUH 11 • -SAC LOCATE AS SHQ 1;10 1 -_ \ , I I I T /N 77ON. 4 LYONS ANNE 0 T� - --- - - - - 40' 40' P.25 NE 57H _j 26 SCALE. 1- = 40' - ----- pvq 4 1 .; 42 1 8 1 42+00 Nt_5WST!2 1W 41 + fo 1. / .PVC 66-8" PVC .1y\ I If PRIVATE ACCESS 8' CLEAN- EASEMEN�T, AND PUBLIC UTILITY T t q/ - - - - - - - - - - - - - - 4,3+00.00, Z50'RT SSA�H 9 41+33.75, 7.50 RT 6' PVC SIRE SEVER 'S--O. 0200 p/M. 4f L J� J2 ti L — — — -------- I I Jj Q/ 10' U77L/rY EASEMENT 1. -15' SEWER & ACCESS ESM'T 7A Q' Row ' y -A� Z5, 04 SSUH 8 1 T LT 'A 35+00.00, z5o, cn SEE A Z RENTON STANDARD PLANS - SANITARY SE wo SANITARY SEWER MANHOLE B071 43 MANHOLE FRAME AND COVER B074 _O+oj i I ! I \\ \ +\ I �� 1 \ I i SSWH 13 CLEAN -OUT B076 (Typ. ALL MANHOLES LESS THAN 7 FEET IN DEPTH SHALL BE 5470 FLAT TOP. E; w jL aw CLF 2+n L- - - - - - - - DETEN77ON i i \r- - - - - -- - - POND 6' PVC SIDE SEWER S S-0.0200 MIN . ACT 45 TORM DRAINAGE) 29 TRACT El (NGPA) WwwdddAAe L- - - - - - - - 7- N 4 ,�LNE LF tO' WDE EASEMENT S"NT PuGL r POWER FOR ELECTRIC - ------ 87040604 28--" 1 aEvc x P_tt POST Go, I EASEMENT 7�TR71 POLE LINE LJ�1�1519 & �63421311 EX. SSMH # 1203 _50+2.137, 1507 L vG fia -T3 9 ..... . ... ucr IE 7� 20" 1E 438.92 (E, v)Kk- _U ss— 51, _CAU qT77 —UGT.._ 71 S, I T��UGT­�14or arr ST T—. �GT G- 41E 92 _(N�� '1-f"A lb� I UCT uS; A' -EASEMENT ( 87oj27c 5'^NG "�N� SS`-- 5�.2.45 , NE 3�;OO a 71FU7HONE SE 4 . $L 14 SSUH 7 60" �,A. co NE 4th ST 47H 4,3+60.83, IZ52 LT Is 61 +15.14 AIZE AVE ,t4J.J2 +92.50, IZ59' LT D MH _fl507-' �&4 4 Rll� I . / 1 4A-OO ROW, 46+91.08, 17 —2 1E 428.25 °(E W)— G�o G I TERSLIC770N. � 168 LT 400 z 0 C`, m cn I LYONS" A .�O 60 E H V% 08.4 NE C// (E, W)-- c 4� • !p, o o a�j wIr pp't n V) ROW bi CI n, Lu I • — F_ J_ a_ Z (f) 0 11 10, of 0 n, _< F- cf) a c, m Cl m fl C\l Cj Z; x > 0 1—c 7_ -7 - - - - - - - \.4o'\ J6 j5 34 TEMPORARY SSUH 11 • -SAC LOCATE AS SHQ 1;10 1 -_ \ , I I I T /N 77ON. 4 LYONS ANNE 0 T� - --- - - - - 40' 40' P.25 NE 57H _j 26 SCALE. 1- = 40' - ----- pvq 4 1 .; 42 1 8 1 42+00 Nt_5WST!2 1W 41 + fo 1. / .PVC 66-8" PVC .1y\ I If PRIVATE ACCESS 8' CLEAN- EASEMEN�T, AND PUBLIC UTILITY T t q/ - - - - - - - - - - - - - - 4,3+00.00, Z50'RT SSA�H 9 41+33.75, 7.50 RT 6' PVC SIRE SEVER 'S--O. 0200 p/M. 4f L J� J2 ti L — — — -------- I I Jj Q/ 10' U77L/rY EASEMENT 1. -15' SEWER & ACCESS ESM'T 7A Q' Row ' y -A� Z5, 04 SSUH 8 1 T LT 'A 35+00.00, z5o, cn SEE A Z RENTON STANDARD PLANS - SANITARY SE wo SANITARY SEWER MANHOLE B071 43 MANHOLE FRAME AND COVER B074 _O+oj i I ! I \\ \ +\ I �� 1 \ I i SSWH 13 CLEAN -OUT B076 (Typ. ALL MANHOLES LESS THAN 7 FEET IN DEPTH SHALL BE 5470 FLAT TOP. E; w jL aw CLF 2+n L- - - - - - - - DETEN77ON i i \r- - - - - -- - - POND 6' PVC SIDE SEWER S S-0.0200 MIN . ACT 45 TORM DRAINAGE) 29 TRACT El (NGPA) WwwdddAAe L- - - - - - - - 7- N 4 ,�LNE LF tO' WDE EASEMENT S"NT PuGL r POWER FOR ELECTRIC - ------ 87040604 28--" 1 aEvc x P_tt POST Go, I EASEMENT 7�TR71 POLE LINE LJ�1�1519 & �63421311 EX. SSMH # 1203 _50+2.137, 1507 L vG fia -T3 9 ..... . ... ucr IE 7� 20" 1E 438.92 (E, v)Kk- _U ss— 51, _CAU qT77 —UGT.._ 71 S, I T��UGT­�14or arr ST T—. �GT G- 41E 92 _(N�� '1-f"A lb� I UCT uS; A' -EASEMENT ( 87oj27c 5'^NG "�N� SS`-- 5�.2.45 , NE 3�;OO a 71FU7HONE SE 4 . $L 14 SSUH 7 60" �,A. co NE 4th ST 47H 4,3+60.83, IZ52 LT Is 61 +15.14 AIZE AVE ,t4J.J2 +92.50, IZ59' LT D MH _fl507-' �&4 4 Rll� I . / 1 4A-OO ROW, 46+91.08, 17 —2 1E 428.25 °(E W)— G�o G I TERSLIC770N. � 168 LT 400 I o s STAMP NOT VAL"D UNLESS SIGNED AND DATED C14 % NE_ 4 th p T A ,I,, al 46 I T'll P Is a- S M "A v SS V cs '7' e1fl 0 — NCT - -o6r RECOMMENDED FOR APPROVAL CJ t c4 BY DATE. • g-2JI-01 At, DATE BY DA 7E. • BY DATE SCANNE FEB.j 5,2002 BY DA M z 0 I LYONS" A .�O 60 E H V% 08.4 NE G RIM 44 50 20" 1E 4 J3. 30 (E, W)-- c 4� • !p, o o a�j wIr pp't 31 V) ROW a� uj r.,•G couNTY awtmGE rASC.ENr (870623 21 I • — F_ J_ OINIAL 27 11 10, 7 MTivT'((s/ 712� EXPIRES 09/09/02 I o s STAMP NOT VAL"D UNLESS SIGNED AND DATED C14 % NE_ 4 th p T A ,I,, al 46 I T'll P Is a- S M "A v SS V cs '7' e1fl 0 — NCT - -o6r RECOMMENDED FOR APPROVAL CJ t c4 BY DATE. • g-2JI-01 At, DATE BY DA 7E. • BY DATE SCANNE FEB.j 5,2002 BY DA M CD N N' a �a(n� r� W � 450 - - - -- _ a W O nI I ® - _..__._ -__- -- - - -- _ - nT -- _. - -__ __ -ry - __ - w LI I 0 Q w - '� ' 0 c/) i N J Of O 440 Q PROPOSED FINISH _j_ _ -_- - ____- .- __ -___ - EXISTNG GROUND. l.. SEE - - -- _ _ . N % N - 7 y �l W 430-_ _ -__._ .r _ .____. -__ CN 00 ko I7- ! ^ r Y Nz Q N t� - ---f1f a 1� �> Q¢ r Y w'ONN L' f aw �Z�vv u izi Lai Z h 25 +00 26+00 27+00 28 +00 29+00 30+00 31 +00 32 +00 �n - - - -- - - - - - - -- - - - - - - - -- - -- -- -- - - -- -- T - -- - - - - -- - -- -- ¢ �- - -- - -_ -•460 al o � yz� w If 0 cd s_.._.. _ - - _ - - . - -'- - - -- - - B - - - - -- 440 W -�a o iz6' -8° Pvc SSMH 9 y U O } S =0.0136 STA. 37 +27.94, 75 LT K 2 m Vi STOP 449.16 8- IE 439.6 (OUT) ._ .. W 271- 801850 ;TOP 446 +90, - 2. S <0. ;8° 1E 436.36 (IN) J .8 /E 436.26 (OUT) I430 ISSUH 7 60" DIA. STA. 32+28.5.', 7.5 LT TOP 44.30 - - Z 8,1 431.25 (N) : - -6 XaNS -A ICE —M€ - 2 O �g' N _.— .___.. _24' IE 430_26_.iE w1 SCALE. 1 �_ 40' HORIZ ! S aRT RECOMMENDED FOR APPROVAL v a ��rsxsgE° BY DATE. -ZV -0/ Of 11c w �SIONAL ` BY DATE. wa ', t U EXPIRES 09/09/02 BY DATE. lo w w' STAMP NOT VALID a UNLESS SIGNED NOT m a o 'DATED 32+00 YirW�''l %���j? 33 +00 34 +00 35+00 36 +00 37+00 I 411 « BY DATE BY DATE.• SCANNED FEB 15 2-.2 N U� a SCANNED INED FEBI 15 2002 I T om o STAMP UNLESS SIG AMR FYI uraa 7 L 7 F R :� '77771P� M v � CI M N N z t �> 46 N �- `' " zz � 1 �N _U a �� °a � _ I a w ti M N N U W a a a w o �ti W ° W cv► Wa J J N I y7Z� J �---� z r, < < c �•- z z ° m . �— N � o Wa J J N I y7Z� J �---� O C4 Ix �•- !" m . N � o c� Z 1J' / o t N 8 cl- � m CL W CL ca Z N N Z la] Z Q W C? a � U � L.L-j n� i..L G W Z Q 0 Of 15 0 0 W < U CL d Gn at d a W _J W s J)3 a 3 xONC c LO Lr� _tZ NN C '�`` G o V J a Z W Z tn F- Wa J J N I QIIIII�I� R y7Z� J Ix Q o � o c� Z o � N � m U W ca Z N N W F la] Z Q N C? a off© G S 15 0 W < d a W _J W p Q Or c m C G QIIIII�I� R o � z � m U n r � � W qck Q N off© S 15 0 W d W _J W NF-41-4-:111S-110 H 3 ;A 7t ACST qw ii r I ICE �r- T _ f SS ' • E + r • . lir'i *'- �..,_ _" i "` —` 4;3 +00 ' ; 44 +�Gi ' • D ; a s . NE S T . 14y_ ,.. ► �. -- -SSMH 7- -f-- - orb ,� • _ tai - - _T._ TG STA. 44+92.50. 17.59 LT' ► STA. 45 +6Q 8.X 17.52 L T 1 ' � F; : 'C�ff PA 443 .�— G a — G � —. * C ____� � C —• ~' AN c—PoAN • p ' STA. 46+91.08, .20- tE 428 25 (E, W) J2+ 1 94 4 YV NS A W NE ; G z1a —FIM 443.5 aJT 45 +00.00 AfE 47h4 ST,; ► ` +�2 0" !L" 433.30 ou LAI SCALE- 1 m - 40 �� II 21 I- - - -- �-, - - -- 1 I i I 50, ROW N` _ — -- I i 8 Ct f" —OUT - - -- I I I 00 1NM2pEC7XW. I 30+3& 43 L PONS A W NE I 22 I ip 'It 654-0b.00 ACCESS ROAD[ t i I! LOTS 8 -11, 24 -27 - i ,r { I { 1 0+11 + -- - ---- -____ 1 I-- - - - - -, r L_ - - - -- { 6 2 - — -- f TA.I 30 +30.78, 5.00' LT I ` J -'� \' 24 i I. 25 1 10' U nu.N Q STAMP NOT VALID UNLESS SIGNED AND DATED W wto 40407 — Opp sj i "LIMITS� (7�V-) i ' ACT 6'"1&1 ; (OPEN SPACE /LANDSCAPE) i�=� ;�I 127 I 2 CW MOM 60' ROW' 7-A � � I 7-f t O I 130CW REMAINDER OF WORK 4. r TO BE COMPLETED WITH , h 1 � • THE CONS7RUCTION OF W THE SIENNA PROJECT { r, i 30.cw i q` 4 4,4 INTERSECTION: �� �•r_ `� 25 +39.94 L PONS A W NE = 4 +99.44 NE 3RD ST ( �— ---- 'Al /1100. ji 1vc _Wu � i = REMAINDER OF Nt'aRK 75 +00.00 ACCESS ROAD TO BE COMPLETED WITH_ THE CONS7RUC770N OF THE SIENNA PROXCT , NE 3rd ST x SSMH 2 -, { STA. 8 +63.21, 9.61 x _..... - mmm — -- t 10+00.00 NE 3RD Sr = \ 15+00.09 MORGAN A VE NE /J I ON Tr v WY SS S; , No law I I,, .- t . s � 4 . s p -s- • • of ME: ± ' • ' • : TRACT F (ROW DEDICA RON) t -_ • Z - ! ?308 7DE SEWER- MIN. (TYP.) ( ' : I ° ( W17HIN THE PARAMETERS USTED BELOW, THESE ARE REVISIONS TO � � THE APPROVED PLANS FOR CONSTRUCTION AND REFLECT EXISTING I `� �'. '•;: •:.: ;� ({ FIELD COND17701VS AS OF JANUARY 23, 2002. THE HORIZONTAL POS177ON '3 ( OF MANHOL ,.% CATCH SAS fNSy AND SIDE SERVICE STUB MARKERS f '• ({ WI THIN 7HE PROPOSED RIGHT-OF-WAY Y WHI " CH VARY MORE THAN - - - - - '.:.' :: t • ((' FEET FROND DESIGN LOCATION BASED ON A VISUAL VERIFICA 7701V OF FEA TURES OBSERVABLE FROM 7HE SURFACE, HAVE ' { BEEN REVISED ON THESE PLANS~ THE AS- CONSTRUCTED TOP AND W VER7 � I 60. W ELEVA 770NS WERE DERIVED BY FIELD VERTICAL PROFILE TIED TO THE �., I �.:::.::• :.:::.:.:::.:.::1 (� PROJECT BENCHMARK AS SHOWN ON 7HE APPROVED PLAN SET. THE REVISED SLOPES BETWEEN STRUCTURES ARE CALCULATED BASED ON 7H E AS CONSTRUCTED INVERT ELEVATIONS AND MAY OR MAY NOT REFLECT �� I • �,; :- :.:.: : �� THE ACTUAL SLOPE OF THE INSTALLED PIPE. PETERSON CONSULTING t ENGINEERS DOES NOT CERTIFY THE ACCURACY OF 7HE INFORMA 770N SUPPLIED BY THE CONTRACTOR, EVEN IF SUCH INFORMA 7701V IS ��:� .� ... •. • . •..I {{ INCORPORATED IN THESE PLANS. EX. WA TER _.�.. IN 770N. 11+60.97 NE 3RD ST = +00 OVILI A VE NE RoW - -- -- + `"``'. :. , .:. . ,: RECOMMENDED FOR APPROVAL •�4.... BY DA TE' TRACT A r EX. s�'H1•P7 -- — 14 ` STA. 11+63.00, 4.00' RT BY DA TE: (LANDSCAPE) RIM 438.78 8" rE 430.81 (/N) 8" T 4,10, 71 (nu r•) BY DATE• II CM. CHANNEL lE 4.30.42 I ! B Y DA TE: C% SCANNtu NOV • 7 2003 4 0 � s N ---- C) N m , - �-- 40 g 1 I Z Zti cr- � U Z W 0 Of Q C/) a { Ct):VC ~C`N' �C r N Q _ J x L; t` z •- i '.r. � ti=`s x x .< < C� L- 1 Z c: :V "- C r ..- < =) z C 75 » f < Z z Z� OJ WZ a Tp ru J 1 s �1 t ,Lu i W G ti Ci Z s Wn� Q ! vI 1 ao J C9 R Z W C9 C7 d LL. Z 0 N A d Z W tJ Ld � G ca U :c Lr' Q) to (f) (r) Q_ a, =QaQQQ LZLJ v NS�I SUS "� Q c r W CN d 2 LJ I Z O) U- A (/) (f) Z v/ 0 cc I ru 1 �1 t ,Lu i W ti D �1 s Wn� 1 !•• Z 1 a w O_ A d Zoo l;1 � G ca U :c 0 LZLJ v NS�I SUS "� I^ c r W CL d I Z 4 I 1 i 40' 0 -.:.. ,+. ... �r -� -`• - : � tea. a- '► '...` --._ fi.•. -.._ •. + TFMPMARY PU&JC ACCESS EASEMENT .40,. r/ \ • 44.? Y � 1 .39 N, \ I\ f ,,38 ; I 37 I ( 36 I I I \ N. i /� , I SSWH 11 SSWH 12 ' ( LOCA 7F AS w7MWC7 i ` f ; '` I ,cocA 7E AS S�FIOI1W f-� ±35 44 c A _ % \ /E 9.6 ---+�, =41 +41.25 ME 5TH T —�— — — — — I .._ _. •_ — — j� � CIS 'L `� �— - - - -- r_0- -�- -- s - — _."_ ' J ( 25 "16 AL 0 �— ,L. 4 i , 41 +00 4 b Gov j , t 11.25 % C7R. qUL -DIE- -SAC ! -� •�!'� 1 • Pic —1 i • `- 1 ♦ —�i— . STA. 3,9+40.32 - -._ _- � t - �..����,.�, .,100, PRIVATE ACID \ i 80 CLEAN -OUT AND N ,PUBLIC U7IU \ - - �, I fA4"T t ---15' SEVER & - - -. _ _1 , �' + �- i �— ( ` -T' �. f I ACCESS ESAI'T 10 14/ r+ J SSWH 9 i l — ( -, — �= �_s 43 +00.00, Z50' RT \ I / STA. 41+33.75, 7.50' RT 6 0 PVC SIDE SEWER t I ! I t '�� I ( 'S-0.0200 kAN ` \ I "'A — — 1+ 1f 71 �___ I I 33 i \ / a r I I ( 6't-7A 10 unuTY i r 1 Q I EASEMENT / 7'A �-. ( 25'q ROW fib. j j I I ra o - --{ -_ _ - -� 00-6 / \ I i i I iSSUH 8 f SEE REN TON STANDARD PLANS - SANI TAR Y SEWER SANITARY SEWER MANHOLE B071 MANHOLE FRAME AND COVER B074 CLEAN -OUT 8076 y ALL MANHOLES LESS THAN 7 FEET IN DEPTH SHALL BE 54 **0 FLAT TOP. ! �4,,� 10 )11 i wv i 3 i 3 J i 3 ( GPM A& \ ` 1 t STA. 35 +00.00, 7.50' LT \ \ r'A V i I \ J .v \ \ ./ ' \ t 72" 1E- $59.75 ' , m 4th J? 0 +1 BSBL I` \ `t 12" lE 459.40 '1 t LOCA AS SHOWN AIL Alto ! 1 4MM& ' 'oe / x ciF71Ic \ 1 • I �` _` r- \ W W W W `` I - r ` ',y(. \ elf -� ,---- - - - - -, ,, - I .30 Lu DETti �10N PvNo 1+ 8FWC I , s PVC SIDE SEWER + \ . NMI 0200 5= 0. ( j ` !� J � � � J I � 1 o —\ �RACT 4J — 29 STORM DRAINAGE) R ( 1 I 1 \ (NGPA) \ �.�. n� + it ,% +• `i ; � � � + N LINE OF 10' WIDE EASEVENT 1 + T¢ PU r POWER FOR ELcC7RIC L i( + 1 IRAQ MISSION LINES (8804180856)1 1 / \ 1 I I i k146 COUNrY DRAINAGE \I + 0+ EASEMENT ( 8704060405) Q� 1 ' j 28 - \ X - 1.� i g' LO GA 71L POST \ \ \ ` ' + PA I GUY _ _ =� Fes �, +�e "` NT R rr -, _ 0 ON -- - - - - - �- .-�._. -.ter_ . '� �. - a- -- r�575 & 6342439) „ n -- - � X - -- UG 7--- -pr- -- uG r -s�-- - -- '- -,� -!'�, _ - �+... _ _ STA�,30 3 37015.07 L T - D o b �-- J r- ---- -- uG ° - - _ .... , --- ---- ---a- t, G r G , � - f _f � : • -- �- — ,....�- � •.s-_- •:. • _ ��- ..:.�..�.� • _ • -- - -- T .. 3-. .. � , 454. ;- ai ----- ss - ss --- y -�.-�- s _._CAUTIQN: p r--- -u _ ---- -- c� _- _____ -ucr w uG -�' `-=w�` - �.c_-Z'`- -�- -� =-� ,_-�_ _ w. �_ t"� �.""?20' lE 438._+,. r �'... e UNDER+'' PO(!ND ° SS a _"`_._ �/'` o D Q • v r- UCT UGT ° UGT - • —_..- UGT o U6T UGT - $L:z • =12 /E 438.92 (N).,[.p� ` . `7 r t,- - - 11 +00 r ° 1'�ZEPfIOr�IE ° ° 1% -WA /t/� a ss _ �,____ ss►► ° ---UGT utir-- ---- -- UGi - --- . - uGr •�- / %� _ c 45 �0 6 / ° -° ° ass ' A5' KING cOuN rr DRAINAGE / o INTERSfCnOr1L• u r --- u r ' 4 � •'S.SMH 7 80 D/A. G -- o� s ° NE �4 th S T e ° e o o !� Q o - 0. - EASEMENT ( 8703270467) -�$ "'� ""`-- SS -� �•, STA. _4316_0.83. 17.52 L T . • p \ e STA. 44+92.50, 17.59 L T p � —i`—" `�'° � •D �7 +00 D / • � � ° �--_ + .4 N 4 ' -��� � P �— S� e _ _ G . _ - - ° Q° r ° , , EX. ^ SMH , 5 n 7 �• - +'- �` ---- -- *'- -- ---}- RO > D 48 +00 _p �� D •/ 4�+ 61 + 15.14 NICE A VE NE D ,. p D o_" �' _ �.-` -s--- G - + $ A. 46+91._____1____7777._687-- 08 L T o p° o D e ° a, ° 0 0 0 ° ° e i • --� --- ° 5 �e 0 ° ' ` l ' • 0S o/ ° • °. \ Pl tit 4 i .?d G G a' — ° ° 4 p • 0 p 7 p . 20 /E 428.25 (E, W) ' ° a D p 32+ 10. A VE NE G -` - G ----- _ ,7 11 -- -.... ° �, • e ,. eke ,. � ° --RIM 448.50 �-C,� ---- � - G � -- - --- ° � D ° � ° e o . ° o e • e "l - \ �- ra,- --- • =45+ .00. Nf 4TH ST D o DPP /2O" IE 433.30 (E, W} D e °, ° c --�- c -_ - G --- _ G • ° ° „`'` �' ---`r j _1.� °nL."�_•`�•r '!�� '�l�i`' —T_ is - :_,tU _„•�.l ° p p e• D o P n ° p ° e \ • ° t� G ► e • ° _Iwo L ' ( ROW DED/CA 77ON ) ° t \ ,,� r . -- -- == - . _air• -� � �- `Sp —_— _..__ - -- -- - -- - _ - - -- ...�- � - '�-� -_ - - - - - - • ✓G, r"' ING COUNTY DRAINAGE : �► �!� • � r �- w .ter - �t _ _ "'iir: `fi l-V 4 • .,,,. _ _ - _�. - , + �r t� ' Ura " 7"; � 'tom r- - _ - �•. ._ \ ASEMEN r (87062,50525) ao • I \ ` `' ,'' __� M ar- _ �r __ :�t- _ mow= i� - ,� t`i1. ON -` 27 f " fir• - 26— 1 V I _ 8 'M IN ?�i , rN, ATY DDRSA• -3INoA�Ot � - 7 ...` .m► ... _.<_ ► I♦ I I --} - / I I I (8706230526) `~ �• ' ' . j STAMP NOT VALID UNLESS SIGNED AND DA TED 1 "**WA , j;p _ ap s.? ROIL ,1 `91 FR 1 �8 M s- �9 ?3O9 ,AS�CON, S 1 RUCTED WITHIN THE PARAMETERS LISTED BELOW, THESE ARE REVISIONS TO THE APPROVED PLANS FOR CONS7RUC770N AND REFLECT EXISTING FIELD CONDITIONS AS OF JANUARY 23, 2002. THE HORIZONTAL POSITION OF MANHOILESr CA 7CH BASINS, AND SIDE SERVICE STUB MARKERS WHIN THE PROPOSED RIGHT-OF-WAY WHICH VARY MORE THAN FEET FROM DESIGN LOCA T10N BASED ON A VISUAL 1 ERIRCA 770 V OF FEATURES OBSERVABLE FROM THE SURFACE, HAVE BEEN REVISED ON THESE PLANS. THE AS- CONSTRUCTED TOP AND INVERT ELEVA710NS WERE DER/MED BY FIELD VERTICAL PROFILE 77ED TO THE PROJECT BENCHMARK AS SHOWN ON THE APPROVED PLAN SET. THE REVISED SLOPES BETWEEN STRUCTURES ARE CALCULATED BASED ON THE AS- CONSTRUCTED INVERT ELEVA TIONS AND MA Y OR MA Y NOT REFLECT THE ACTUAL SLOPE OF THE INSTALLED PIPE. PETERSON CONSUL 77NG ENGINEERS DOE'S NOT CERTIFY THE ACCURACY OF THE /NFORMA 1701V SUPPLIED BY THE CONTRACTOR, EVEN IF SUCH INFDRMA 770N IS INCORPORA 7ED IN THESE PLANS. r � 0 1 �1 t i 1 1 D �1 1 r/ \ • 44.? Y � 1 .39 N, \ I\ f ,,38 ; I 37 I ( 36 I I I \ N. i /� , I SSWH 11 SSWH 12 ' ( LOCA 7F AS w7MWC7 i ` f ; '` I ,cocA 7E AS S�FIOI1W f-� ±35 44 c A _ % \ /E 9.6 ---+�, =41 +41.25 ME 5TH T —�— — — — — I .._ _. •_ — — j� � CIS 'L `� �— - - - -- r_0- -�- -- s - — _."_ ' J ( 25 "16 AL 0 �— ,L. 4 i , 41 +00 4 b Gov j , t 11.25 % C7R. qUL -DIE- -SAC ! -� •�!'� 1 • Pic —1 i • `- 1 ♦ —�i— . STA. 3,9+40.32 - -._ _- � t - �..����,.�, .,100, PRIVATE ACID \ i 80 CLEAN -OUT AND N ,PUBLIC U7IU \ - - �, I fA4"T t ---15' SEVER & - - -. _ _1 , �' + �- i �— ( ` -T' �. f I ACCESS ESAI'T 10 14/ r+ J SSWH 9 i l — ( -, — �= �_s 43 +00.00, Z50' RT \ I / STA. 41+33.75, 7.50' RT 6 0 PVC SIDE SEWER t I ! I t '�� I ( 'S-0.0200 kAN ` \ I "'A — — 1+ 1f 71 �___ I I 33 i \ / a r I I ( 6't-7A 10 unuTY i r 1 Q I EASEMENT / 7'A �-. ( 25'q ROW fib. j j I I ra o - --{ -_ _ - -� 00-6 / \ I i i I iSSUH 8 f SEE REN TON STANDARD PLANS - SANI TAR Y SEWER SANITARY SEWER MANHOLE B071 MANHOLE FRAME AND COVER B074 CLEAN -OUT 8076 y ALL MANHOLES LESS THAN 7 FEET IN DEPTH SHALL BE 54 **0 FLAT TOP. ! �4,,� 10 )11 i wv i 3 i 3 J i 3 ( GPM A& \ ` 1 t STA. 35 +00.00, 7.50' LT \ \ r'A V i I \ J .v \ \ ./ ' \ t 72" 1E- $59.75 ' , m 4th J? 0 +1 BSBL I` \ `t 12" lE 459.40 '1 t LOCA AS SHOWN AIL Alto ! 1 4MM& ' 'oe / x ciF71Ic \ 1 • I �` _` r- \ W W W W `` I - r ` ',y(. \ elf -� ,---- - - - - -, ,, - I .30 Lu DETti �10N PvNo 1+ 8FWC I , s PVC SIDE SEWER + \ . NMI 0200 5= 0. ( j ` !� J � � � J I � 1 o —\ �RACT 4J — 29 STORM DRAINAGE) R ( 1 I 1 \ (NGPA) \ �.�. n� + it ,% +• `i ; � � � + N LINE OF 10' WIDE EASEVENT 1 + T¢ PU r POWER FOR ELcC7RIC L i( + 1 IRAQ MISSION LINES (8804180856)1 1 / \ 1 I I i k146 COUNrY DRAINAGE \I + 0+ EASEMENT ( 8704060405) Q� 1 ' j 28 - \ X - 1.� i g' LO GA 71L POST \ \ \ ` ' + PA I GUY _ _ =� Fes �, +�e "` NT R rr -, _ 0 ON -- - - - - - �- .-�._. -.ter_ . '� �. - a- -- r�575 & 6342439) „ n -- - � X - -- UG 7--- -pr- -- uG r -s�-- - -- '- -,� -!'�, _ - �+... _ _ STA�,30 3 37015.07 L T - D o b �-- J r- ---- -- uG ° - - _ .... , --- ---- ---a- t, G r G , � - f _f � : • -- �- — ,....�- � •.s-_- •:. • _ ��- ..:.�..�.� • _ • -- - -- T .. 3-. .. � , 454. ;- ai ----- ss - ss --- y -�.-�- s _._CAUTIQN: p r--- -u _ ---- -- c� _- _____ -ucr w uG -�' `-=w�` - �.c_-Z'`- -�- -� =-� ,_-�_ _ w. �_ t"� �.""?20' lE 438._+,. r �'... e UNDER+'' PO(!ND ° SS a _"`_._ �/'` o D Q • v r- UCT UGT ° UGT - • —_..- UGT o U6T UGT - $L:z • =12 /E 438.92 (N).,[.p� ` . `7 r t,- - - 11 +00 r ° 1'�ZEPfIOr�IE ° ° 1% -WA /t/� a ss _ �,____ ss►► ° ---UGT utir-- ---- -- UGi - --- . - uGr •�- / %� _ c 45 �0 6 / ° -° ° ass ' A5' KING cOuN rr DRAINAGE / o INTERSfCnOr1L• u r --- u r ' 4 � •'S.SMH 7 80 D/A. G -- o� s ° NE �4 th S T e ° e o o !� Q o - 0. - EASEMENT ( 8703270467) -�$ "'� ""`-- SS -� �•, STA. _4316_0.83. 17.52 L T . • p \ e STA. 44+92.50, 17.59 L T p � —i`—" `�'° � •D �7 +00 D / • � � ° �--_ + .4 N 4 ' -��� � P �— S� e _ _ G . _ - - ° Q° r ° , , EX. ^ SMH , 5 n 7 �• - +'- �` ---- -- *'- -- ---}- RO > D 48 +00 _p �� D •/ 4�+ 61 + 15.14 NICE A VE NE D ,. p D o_" �' _ �.-` -s--- G - + $ A. 46+91._____1____7777._687-- 08 L T o p° o D e ° a, ° 0 0 0 ° ° e i • --� --- ° 5 �e 0 ° ' ` l ' • 0S o/ ° • °. \ Pl tit 4 i .?d G G a' — ° ° 4 p • 0 p 7 p . 20 /E 428.25 (E, W) ' ° a D p 32+ 10. A VE NE G -` - G ----- _ ,7 11 -- -.... ° �, • e ,. eke ,. � ° --RIM 448.50 �-C,� ---- � - G � -- - --- ° � D ° � ° e o . ° o e • e "l - \ �- ra,- --- • =45+ .00. Nf 4TH ST D o DPP /2O" IE 433.30 (E, W} D e °, ° c --�- c -_ - G --- _ G • ° ° „`'` �' ---`r j _1.� °nL."�_•`�•r '!�� '�l�i`' —T_ is - :_,tU _„•�.l ° p p e• D o P n ° p ° e \ • ° t� G ► e • ° _Iwo L ' ( ROW DED/CA 77ON ) ° t \ ,,� r . -- -- == - . _air• -� � �- `Sp —_— _..__ - -- -- - -- - _ - - -- ...�- � - '�-� -_ - - - - - - • ✓G, r"' ING COUNTY DRAINAGE : �► �!� • � r �- w .ter - �t _ _ "'iir: `fi l-V 4 • .,,,. _ _ - _�. - , + �r t� ' Ura " 7"; � 'tom r- - _ - �•. ._ \ ASEMEN r (87062,50525) ao • I \ ` `' ,'' __� M ar- _ �r __ :�t- _ mow= i� - ,� t`i1. ON -` 27 f " fir• - 26— 1 V I _ 8 'M IN ?�i , rN, ATY DDRSA• -3INoA�Ot � - 7 ...` .m► ... _.<_ ► I♦ I I --} - / I I I (8706230526) `~ �• ' ' . j STAMP NOT VALID UNLESS SIGNED AND DA TED 1 "**WA , j;p _ ap s.? ROIL ,1 `91 FR 1 �8 M s- �9 ?3O9 ,AS�CON, S 1 RUCTED WITHIN THE PARAMETERS LISTED BELOW, THESE ARE REVISIONS TO THE APPROVED PLANS FOR CONS7RUC770N AND REFLECT EXISTING FIELD CONDITIONS AS OF JANUARY 23, 2002. THE HORIZONTAL POSITION OF MANHOILESr CA 7CH BASINS, AND SIDE SERVICE STUB MARKERS WHIN THE PROPOSED RIGHT-OF-WAY WHICH VARY MORE THAN FEET FROM DESIGN LOCA T10N BASED ON A VISUAL 1 ERIRCA 770 V OF FEATURES OBSERVABLE FROM THE SURFACE, HAVE BEEN REVISED ON THESE PLANS. THE AS- CONSTRUCTED TOP AND INVERT ELEVA710NS WERE DER/MED BY FIELD VERTICAL PROFILE 77ED TO THE PROJECT BENCHMARK AS SHOWN ON THE APPROVED PLAN SET. THE REVISED SLOPES BETWEEN STRUCTURES ARE CALCULATED BASED ON THE AS- CONSTRUCTED INVERT ELEVA TIONS AND MA Y OR MA Y NOT REFLECT THE ACTUAL SLOPE OF THE INSTALLED PIPE. PETERSON CONSUL 77NG ENGINEERS DOE'S NOT CERTIFY THE ACCURACY OF THE /NFORMA 1701V SUPPLIED BY THE CONTRACTOR, EVEN IF SUCH INFDRMA 770N IS INCORPORA 7ED IN THESE PLANS. r � 0 s M.- ^ti U2 F U a U) a a M N i a 6 0 ROB L P1'91� t FFt 59 J I'P-r'3 ,• �C_ ., 9 p Q SCANNED NOV • 7 2003 N p U F �z a w z o CL i a 6 0 ROB L P1'91� t FFt 59 J I'P-r'3 ,• �C_ ., 9 p Q SCANNED NOV • 7 2003 N p h 0 r i 3 a� W U CL M it W CL I J < N a 0 J a W a I J ROLL 1!19 F Pt 160 r f4 z 0 r i 3 a� W U CL M it W CL I J < N a 0 J a W a I J ROLL 1!19 F Pt 160 r w� rLI f I M N i W V CL N W a a W x a i 0 ,s it ROIL ,.191 FFt 161 54 SCANNED NOV a 7 400 A � I ,N z in H <z C 1 z o J CL W x a i 0 ,s it ROIL ,.191 FFt 161 54 SCANNED NOV a 7 400 A � I RV IPA • 0. Is s W U a W a a i U H 0 J a 0 0 J a E W d Ln I J 191 sy i I t' F 162 -1. � i SCANNEU NOV • 7 1&1 f z G `z 0. Is s W U a W a a i U H 0 J a 0 0 J a E W d Ln I J 191 sy i I t' F 162 -1. � i SCANNEU NOV • 7 1&1 f 13� "1 1J r s W U a N W a I 4J UI^^ Y/ O a 0 J IL e z a aw is I ROLL r1 a91 FR 163 E A � r� ,a V tr I 1J r s W U a N W a I 4J UI^^ Y/ O a 0 J IL e z a aw is I ROLL r1 a91 FR 163 E A � r� ,a