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Home My WebLink AboutS-292309� 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