Loading...
HomeMy WebLinkAboutzS-3260SetM 1 c L 0 O N y U J J Z O_ ~ l— ::) 00 Cy- � U V Z W O j W U U V o� OC W Z N N 0 I cy- W W V) QL a) O 0 0 r F- U U CD 4 1i _o d A o, n m a .� Z i C-) V r F W l U C1 � 1�l ( 1 r► r Z O LL I IY > W c> 1► n d w SANITARY SEWER STRUCTURES PIPES QSSMH 0 m (' 1 LOCATE AS SHOWN PVC W J LF 8" 2 Z 6 RT. 0 SSMH #3 �5 125 3 STA. 26 +62.92, W LT. W SSMH #4 8" PVC 4 STA. 14 +98.77, O RT. N La SSMH #5 W x LF N A 8.50' U 0 SSMH #6 PVC IE 6 STA. 13 +29.87, 6.00' RT. 401.00 SSMH #7 6" IE 400.00 STA. 46 +27.16, 2.00' RT. 0 SSMH #8 a IE 8 STA. 27 +18.53, 6.00' LT. Q SSMH #9 6" IE 9 LOCATE AS SHOWN 6" IE 404.00 7 6" C:) w 14 6" IE 400.00 N C1 � 1�l ( 1 r► r Z O LL I IY > W c> 1► n d w SANITARY SEWER STRUCTURES PIPES QSSMH #1 2� 72 1 LOCATE AS SHOWN PVC 0 SSMH #2 LF 8" 2 STA. 40 +04.96, 2.00' RT. 0 SSMH #3 �5 125 3 STA. 26 +62.92, 6.00' LT. 0 SSMH #4 8" PVC 4 STA. 14 +98.77, 8.50' RT. 0 SSMH #5 56 LF 5 STA. 16 +24.00, 8.50' RT. 0 SSMH #6 PVC IE 6 STA. 13 +29.87, 6.00' RT. 401.00 SSMH #7 6" IE 400.00 STA. 46 +27.16, 2.00' RT. 0 SSMH #8 6" IE 8 STA. 27 +18.53, 6.00' LT. 0 SSMH #9 6" IE 9 LOCATE AS SHOWN 6" 1O 5LF8 "PVC 2� 72 LF 8" PVC 3� 156 LF 8" PVC 4a 155 LF 8" PVC �5 125 LF 8" PVC O 169 LF 8" PVC O 133 LF 8" PVC 8� 56 LF 8" PVC 9U 158 LF 8" PVC LOT CONNECTIONS 1 6" IE 402.50 8 6" IE 399.00 15 6" IE 401.00 2 6" IE 401.50 9 6" IE 397.50 16 6" IE 402.00 3 6" IE 401.50 10 6" IE 398.00 17 6" IE 400.00 4 6" IE 398.50 11 6" IE 399.00 18 6" IE 401.00 5 6" IE 400.00 12 6" 1 E 400.00 19 6" IE 402.00 6 6" IE 400.00 13 6" IE 401.00 20 6" IE 404.00 7 6" IE 398.00 14 6" IE 400.00 American Engineering Corporation Engineers • Planners • Surveyors 4032 148th Ave. N.E. Redmond, WA 98052 _ PHONE (425) 881-7430 Fox (425) MI-7731 _ F>tt path do Name \c' 003031 ?�Eno►neerw�o \Dwo \E0312SSl.dwo y 'ry %x'005 3-17'n5 PM PDT SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 1 ,r; .\ CLUSTER CLUSTER t LA EX TYPE 1 CB �` RIM EL- 408.41 / ORANGE 12" CMP W =406.06 �►�- q, PAINT 12" G)WP E=40601 1 , . �► i /4s � ' N �Jw ME-LE BOX (TYP) x FIRE H YD w Y V APPROX. WA TER S✓DIEW L OCA 11(9N ' w- 2 CURB CUT w —w CURB - ; . ACE YELLOW" STRIPE -� p.-ASPHAL" )r "A season 2115=� mmm 111=31=1=s cWALK F-- 7.aLL---- J6-- I \I 410 _ Ex rwE 1 l;B DEAD £ND SIGN RIM EL = 406 48 VFRTICAL CURB FACE 12" CUP E=-,406.26 Ir I Ir I. r i A i i 1 RECOMMENDED FOR APPROVAL BY. DA7E: BY. DAR: BY: t t4w oAX er: 2& 0 jli4 oAtE: /e ROLL 2 0 0 EXTRUDED CURB /� ._ P EXISTING GARAGE \ l ;; '. - "01 .r` Z•..- �� � t f I f 1 I f I ' ► r 0 ► t t t � � t I � I ► "V s/w Off.II r af' 10 MPH SIGN _ Iw. - 1 1 1 Apr k. r• / I 1 TRACT A /STORM WAItR - \ ar DETENT1014 \, Cap T \ SIW32e001 FIR * 0,23 IcAdowdommoff- GRAPHIC SCALE 15 0 15 30 60 1 DXH — 90 !T. gf�NAL „ of Ex�eFS SEWER PLAN PLAN 13 OF 20 AEC #0312 GZ7 I s - 3 ZGs00/ • 0 4 � I I -• I of /I ! I / l i j I � r � 2 T � T-10' PUBLIC 4 SEWER EASEMENT I - 1 1 1 Apr k. r• / I 1 TRACT A /STORM WAItR - \ ar DETENT1014 \, Cap T \ SIW32e001 FIR * 0,23 IcAdowdommoff- GRAPHIC SCALE 15 0 15 30 60 1 DXH — 90 !T. gf�NAL „ of Ex�eFS SEWER PLAN PLAN 13 OF 20 AEC #0312 GZ7 I s - 3 ZGs00/ • 0 4 0 1%= N M t%%% N a 3 3 0 WN W ROLL+200 FIR �024 cz:> S• 32cm o o 2 4 O' I "11' U 0 � w � O Li Of Nw � Z — O� [if (n W b.I Z M CL 0 C 0 0 .O n rn a Y c m c ev o A s W VI S N a lI J w 1 (. z ► O_ i.� N (r (r > W cr X11 11. 430 420 410 390 380 SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 25 +00 American Engineers Planners • Surveyors Engineering 4032 148th Ave. N.E. Corporation Room", WA X8052 P"w (425) 881-7430 Fox (425) 881-7731 zFlt path & Nam �c'0(13 \031 \f nomeP►- +no's hwo�,E O.al�'SSF'h'1 dwg 9 29: 2005 308L"6 PM PD1 r 26 +00 ROAD "A" PUBLIC RECOMMENDED FQR APPRO AL 9Y: DATE 8Y. DATE: BY.- Y� ��� DATE: ,p eY: ... DATE: 40 27 +00 ROLL 2 0 0 430 420 410 390 380 28+00 430-- 420 0 0 o, o' L . - fDi;WAf:E- 0" N' 1 a EASEMENT 3 o � � v 410.- + / zz / V) w PROPOSED FINISH GRADE / (TYP.) ! EXISTING GRADE (TYP.) 400 156 LF 8" PVC S- 0.0050 C14 ai f d V) T tSEWER SSMH #2 SERVICE RIM 407.00 (TYP.) IE IN 395.76 390 � �� -+- - -- 0 QO o v vi T- o 40+00 41+00 DRIVEWAY ACCESS LOTS 4 -7 PRIVATE GRAPHIC SCE 15 _ 4 15 30 60 1 INCH a 90 FT. HORIZONTAL 2.5 0 2.5 5 10 I INCH m 5 FT V RTICAL 0 430 420 420 1420 I.� Q'Q � 3 EXISTING Q GRADE to .- — Z N w � u 11/ PROPO_ SED w 410 410 FINIKH GRADE S 410 Z(TYP.) \ cn cn w i J I 400 400 - `400 + 0 i 7? IF 8 w PVC -- 0.005 I SSMH #3 RIM 404.12 IE IN 396.64 ' IE OUT 396.54 390 42 +00 s- 32003 FR 0'25 CONNECT TO EX. ;SS IE 395.17 390 SSMH #1 RIM 407.00 IE IN 395.30 IE OUT 395.20 —5 LF 8" PVC S= d. 0050 SSMH Ig RIM 407.00 IE IN 395.76 IE OUT 395.66 ----1 390 • 1+00 SSMH #1 - SSMH #2 2 +00 ocP�s a- ab -�oo� SEWER PROFILES 15 OF 20 AEC #0312 r 4 vi ao 6 3 Uj -j Q� Z U W 2 cn v� a cr a Q w N t� C� on ao m rn a lI J w 1 (. z ► O_ i.� N (r (r > W cr X11 11. 430 420 410 390 380 SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 25 +00 American Engineers Planners • Surveyors Engineering 4032 148th Ave. N.E. Corporation Room", WA X8052 P"w (425) 881-7430 Fox (425) 881-7731 zFlt path & Nam �c'0(13 \031 \f nomeP►- +no's hwo�,E O.al�'SSF'h'1 dwg 9 29: 2005 308L"6 PM PD1 r 26 +00 ROAD "A" PUBLIC RECOMMENDED FQR APPRO AL 9Y: DATE 8Y. DATE: BY.- Y� ��� DATE: ,p eY: ... DATE: 40 27 +00 ROLL 2 0 0 430 420 410 390 380 28+00 430-- 420 0 0 o, o' L . - fDi;WAf:E- 0" N' 1 a EASEMENT 3 o � � v 410.- + / zz / V) w PROPOSED FINISH GRADE / (TYP.) ! EXISTING GRADE (TYP.) 400 156 LF 8" PVC S- 0.0050 C14 ai f d V) T tSEWER SSMH #2 SERVICE RIM 407.00 (TYP.) IE IN 395.76 390 � �� -+- - -- 0 QO o v vi T- o 40+00 41+00 DRIVEWAY ACCESS LOTS 4 -7 PRIVATE GRAPHIC SCE 15 _ 4 15 30 60 1 INCH a 90 FT. HORIZONTAL 2.5 0 2.5 5 10 I INCH m 5 FT V RTICAL 0 430 420 420 1420 I.� Q'Q � 3 EXISTING Q GRADE to .- — Z N w � u 11/ PROPO_ SED w 410 410 FINIKH GRADE S 410 Z(TYP.) \ cn cn w i J I 400 400 - `400 + 0 i 7? IF 8 w PVC -- 0.005 I SSMH #3 RIM 404.12 IE IN 396.64 ' IE OUT 396.54 390 42 +00 s- 32003 FR 0'25 CONNECT TO EX. ;SS IE 395.17 390 SSMH #1 RIM 407.00 IE IN 395.30 IE OUT 395.20 —5 LF 8" PVC S= d. 0050 SSMH Ig RIM 407.00 IE IN 395.76 IE OUT 395.66 ----1 390 • 1+00 SSMH #1 - SSMH #2 2 +00 ocP�s a- ab -�oo� SEWER PROFILES 15 OF 20 AEC #0312 r 4 0 N M N a 0 • db r ROLL # 2 0 0 FFt o2s • 0 4 L0 014 �N_ 0 C T- 0 C14 r4,) K) Y z 0 0 z 9 0 cLi (3 0 �i VP z ` 0 Eam4 �T4 Z CU C: STA. 49 M I-, II .1-0r; F_ 3 z 0 O ry w Z V) 0 a Q - A5 00 #516+26.15 8358 8358 ry STA. q 6 i 24.88, 8.88' R;F. Q n #613+29.52 5.698 1 29.8;F, 6.88' R;F. V) SSMH STA. of n ASSMH Z LLJ - < STA. 2;Flq8.&3, 0 > LJJ Lr) #9AsauxrAS.W50NV 0 LOCATE CD LLJ +68 LF V) C) V) 12 0 ry 400.00 9 Ur Q �z 0 0 cLi (3 0 �i VP z ` 0 Eam4 �T4 Z CU C: STA. 49 M I-, II .1-0r; 00 3 Ur Q �z 0 z 0 L.Li 0� 0 z SANITARYISEWER STRUCTURES PIPES 0 0 cLi (3 402.50 �i VP z ` 0 = Z CU 73.8 STA. 49 z 0 II 8" PVC 00 3 z 0 I-T.. D w Z V) 0 a Q z 0 L.Li 0� 0 z SANITARYISEWER STRUCTURES PIPES 0 0 cLi (3 402.50 �i Uj _j LF � Z CU 73.8 STA. 49 1 94.96, RT. ASSMH 8" PVC #326+62.94 5.76L 3 Z I-T.. D w w X V) 0 a Q - A5 SSMH #516+26.15 8358 8358 ry STA. q 6 i 24.88, 8.88' R;F. Q V) n #613+29.52 5.698 1 29.8;F, 6.88' R;F. 6" SSMH STA. of n ASSMH 8" PVC #827+1864 &44 < STA. 2;Flq8.&3, 6.88' 14- -5& LF Lr) #9AsauxrAS.W50NV M. 7 LOCATE CD LLJ +68 LF 8" PVC IE 15A 6 12 6" IE 400.00 19 6" IE 402.00 6 6" IE 00 13 6" IE 0 >_ 20 6" IE M 1 M z 0 L.Li 0� 0 z SANITARYISEWER STRUCTURES PIPES 0 SSMH #1 Asaux r AS MOW 402.50 LOCATE AS SHOWN LF SSMH #2 40+04.99 L56R 73.8 STA. 49 1 94.96, RT. ASSMH 8" PVC #326+62.94 5.76L 3 STA. 26162.92, I-T.. •51a LF 8" PVC #414+99.36 8.80R ZiSSMH STA. q 4 1 98.iz;F, 8.88' R;F. - A5 SSMH #516+26.15 8358 8358 128.8 STA. q 6 i 24.88, 8.88' R;F. Q SSMH STA. q 3 #613+29.52 5.698 1 29.8;F, 6.88' R;F. 6" SSMH STA. #746+27.87 1.878 ASSMH 8" PVC #827+1864 &44 8 STA. 2;Flq8.&3, 6.88' 14- -5& LF SSMH #9AsauxrAS.W50NV M. 7 LOCATE AS SHOWN 0 -5- LF 8" PVC IE 402.50 8 -5.4 O LF 8" PVC 15 73.8 IE U3 +-r-,• LF 8" PVC IE IMA 9 O4 •51a LF 8" PVC 16 154.3 IE O5 +-_91& LF 8" PVC IE 128.8 10 6" 449 LF 8" PVC 17 6" IE 0 +-J,& LF 8" PVC IE 133.7 11 @) -5& LF 8" PVC 18 M. 7 IE E +68 LF 8" PVC IE 15A 6 12 LOT CONNECTIONS 1 6" IE 402.50 8 6" IE 399.00 15 6" IE 401.00 2 6" IE 401.50 9 6" IE 397.50 16 6" IE 402.00 3 6" IE 401.50 10 6" IE 398.00 17 6" IE 400.00 4 6" IE 398.50 11 6" IE 399.00 18 6" IE 401.00 5 6" IE 400.00 12 6" IE 400.00 19 6" IE 402.00 6 6" IE 400.00 13 6" IE 401.00 20 6" IE 404.00 7 6" IE 398.00 14 6" IE 400.00 SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. C�, o R 9i GL P2 f fi Co AF, 72' ;Q S . ........ . ---- ----- --- ---- -_-BREMERTON AVE. N. tr `b 40 Vr z-:01- 4 11,,1�11 L 4 V s =46 .. ...... . . Y 12 L ,ae Q14L �'N 777 4 6 A _77 _77 ST 7- 5 GA/ '77 5 A � P �­, " A// 51 LL -9V F_ V1,14 L K 00 LL_ =..j - - - -4 4-04 ;_4 U_ N _j car 71z� 77Z,00 LO P- 6 �4 1 P 77- ZW_ 'S G7V C14 i ­J * . . . ....... . "a- . ........ . 4 C'4 11 L VER776'j, 7-1,1C • - - ---- r"p, 1A f 20 1 19 18 A LU fFE 410 FFE:;=408 F F� 4 0 7 -p:4:07- ---- FFE= 408 F/F r U_ FFE=407 0 to _j ,Z 2 f 4 (J LJ AI V) Ij LL_ 0 A- z 0 P z LLJ w U_ LL_ Z 16 -j 17, z 40.6 r', 5 :5 IFFE,;= 4PI&I OEF-_405 FFE,==406 Lj 1 _3 i 1% i 0 V4 00 0) J w 'NO) IL 00A, +1 + "It 4%) + L --------- _77 7 -0 L i L-77-77] (3�- - -0! ml 7 31� -70 2 -IF I LL_ LL. Li _j 7 Mw_ 10 PUBLIC -20' PRIVA q a. ATE 4LCtl i I SEWER UTILITY 00 A, 'EASEMENT 0 PUBLIC UBLIC +1 t- i ( 1, 1 1 ; K + 8 UTILITY I 0+ U 2 h; 15 14 6 FFE=407 c) 7 EASEMENTI FFE=406 FFE=405 I f fFFE=406 7 J F 9 8 K U =--t--7- - 10. 'N" r f I LL_ If tit 7% _j 7 -_4 p• --- -- 4t,o 1�5 LF 04 --4\ 1 LO L 8 z­1 8' PUBLIC �' (0 -7- FFE=405 N + -UTILITY EASEMENT' 11 10 9 13 12 1 V, _j I FFE=400 FFE=406 1 FFE= 0 FFE=405 ---F-FE=405 SEWER SERVICE f INDIVIDUAL LOT' p 41 'P 14 55 if M 56 U1 �E OF THE NE4, NE4, IJ�I N -5 F\ SM'1 5, 2,� A j JK f TRACT 41 0 STORM WATER.\ 001, IN? DETENTIOIN v­ N4 Yn IJ _7 NOTE: r) rtj)eCU- 1 K 11-11 'T F,, SYMBOLS SHOWN ARE NOT DRAWN TO ACTUAL SCALE. Pl\Projects\2003\0312\Survey\Dwg\Asbuilt\S13 E0312SS1.o1wg 11/8/2007 9:43:54 AM PS J 13 OF 2 0 ®; ll RECOMMENDED FOR APPROVAL - American Engineers 9 Planners Surveyors Engineering 4032 148th Ave. N.E. BY. DATE: Cor poration Redmond, WA 98052 BY.. DATE: 75 BY: DATE: PHONE (425) 881-7430 Fax (425) 881-7731 BY- DATE: File path & Name Pl\Projects\2003\0312\Survey\Dwg\Asbuilt\S13 E0312SS1.o1wg 11/8/2007 9:43:54 AM PS J 13 OF 2 0 ®; ll U') 0 O N 6: 0 04 z 11� 0 CD 0 0 z M 5 I Q D OF C) 0 N 0: 0 390 - Z- Z 0 , -a U wwm Z z 0 II 0 0 Z 0 Z Q 380 Ui U! W LU Z O < V) a- CL 2 C) LLj - t� C14 CN Cr) 00 cj Q 01 imm M 21 0 Lj_j American Engineers ® Planners ® Surveyors 4032 148th Ave. N.E. Redmond, WA 98052 PHONE (425) 881-7430 Fax (425) 881-7731 O File path & Name ------ ----- - ------ - - - - - - - - -- - - - — - - - - - - - - - - - - - - - - ----- - -- ----- - - - - - - - - - - - - - - - - - - - - - ---- - ------ ---- ------- - -------- --- RIDGEVIEW 11110. COURT PROJECT RIDGEVIEW ELMHURST ----- - ---- - ------------- - - COURT PROJECT IPROJECTT i (UNDER CONSTRUCTION)l 0) 04 cy) ----------- --- - ----------- Lij -c� z c� LU F- Ld < 000 (n > 01 04 LLJ 0) < + > z 0 EE LO ........ .. . ..... + + 0 0 EXISTING (n Uj I C-4 GRADE e- _j Ld LU w Ld (TYP.) > V) Z_ M in ------ - --- --- - -- ------------- --------- - PROPOSED !q FINISH GRADE (TYIP.) ---------- - - _j z 0.( l�W' Ld........ .. ..... ........ .. SSMH #5 __f i> 0 ()i PVC + 0 RIM 489.918 409.87 alr7d IE OUT 444.99 401.97 ;z SSMH #6 _j RIM 480-86 40&50 IM ------ ---- ------ - - - ------ IV) Uj ---- --------- - IE OUT 498.36 4,00.22 SSMH #4 RIM 486.M 407.05 IE IN -. 397.567 OUT 39;Z.42 397.40 ......... . T- - --------- ---- -------_- -- - - .... . . ....... .. --------------- ------------- --- ------ - _- ---- .......... ------- ------- --- --------- ---- --------- --------- ------- 0 (D d d r 0\1 0) Q0 4 Q6 CT) C6 C6 0 0 0 0 0 0 Ooh 0 0 13+00 14+00 15+00 16+00 17+00 BREMERTON AVE NE PUBLIC RECOMMENDED FOR APPROVAL BY: DATE: BY: DATE: BY.. DATE: BY. DATE: 0 4 ry 430 D J 0 n V) W z 0 > cl- ---------------- w Ld c) r1 (/1) ry 1< 420 5 I Q D OF C) 0 N 0: 0 390 - Z- Z 0 , -a U wwm Z z 0 II 0 0 Z 0 Z Q 380 Ui U! W LU Z O < V) a- CL 2 C) LLj - t� C14 CN Cr) 00 cj Q 01 imm M 21 0 Lj_j American Engineers ® Planners ® Surveyors 4032 148th Ave. N.E. Redmond, WA 98052 PHONE (425) 881-7430 Fax (425) 881-7731 O File path & Name ------ ----- - ------ - - - - - - - - -- - - - — - - - - - - - - - - - - - - - - ----- - -- ----- - - - - - - - - - - - - - - - - - - - - - ---- - ------ ---- ------- - -------- --- RIDGEVIEW 11110. COURT PROJECT RIDGEVIEW ELMHURST ----- - ---- - ------------- - - COURT PROJECT IPROJECTT i (UNDER CONSTRUCTION)l 0) 04 cy) ----------- --- - ----------- Lij -c� z c� LU F- Ld < 000 (n > 01 04 LLJ 0) < + > z 0 EE LO ........ .. . ..... + + 0 0 EXISTING (n Uj I C-4 GRADE e- _j Ld LU w Ld (TYP.) > V) Z_ M in ------ - --- --- - -- ------------- --------- - PROPOSED !q FINISH GRADE (TYIP.) ---------- - - _j z 0.( l�W' Ld........ .. ..... ........ .. SSMH #5 __f i> 0 ()i PVC + 0 RIM 489.918 409.87 alr7d IE OUT 444.99 401.97 ;z SSMH #6 _j RIM 480-86 40&50 IM ------ ---- ------ - - - ------ IV) Uj ---- --------- - IE OUT 498.36 4,00.22 SSMH #4 RIM 486.M 407.05 IE IN -. 397.567 OUT 39;Z.42 397.40 ......... . T- - --------- ---- -------_- -- - - .... . . ....... .. --------------- ------------- --- ------ - _- ---- .......... ------- ------- --- --------- ---- --------- --------- ------- 0 (D d d r 0\1 0) Q0 4 Q6 CT) C6 C6 0 0 0 0 0 0 Ooh 0 0 13+00 14+00 15+00 16+00 17+00 BREMERTON AVE NE PUBLIC RECOMMENDED FOR APPROVAL BY: DATE: BY: DATE: BY.. DATE: BY. DATE: P:\Projects\2003\0312\Survey\Dwg\Asbui(t\S14 15 16 E0312SSPR1,clwo 11/8/2007 9151;12 AM PS- 1 INCH = 5 FT. VERTICAL IN ME6 BX EM Me] nork KN01 WAS 0 i> mti &Z&A 44 EXPIRES: JULY 30, zc rp SEWER PROFILES 14 OF 20 AEC #0312 O ! N SECTION 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. N 61,4-) Lf)' o Z Q° m z U _.._.__ ... ... ... . ... .. ..._ _ ..._._._...__ _ ._.__ --------- _. S z H Cn 3 0 _ ry W ..._._ - -------- _ _.._ _.._ _ _.. -- - --- _- _._.._.�..�.____ _..___.. .. _ _.._.. I .. U p U) W— i zO — _ _s _ _ ..,...- _ __. __ - . _ W W W 2 L� Q I 0 Of (V) o' z _ # r� _ii r ^ Q w O i p } j z�.�Q OW Ld N M i 00 I o)z pI z U+ +�O ? O Q < 41 O_vz___ =_.___._.._ _ ._._.__ __. __._.._._ ._.....______.__._..;_.__ ...__ .___ _...._ .. ------ _ _ __c�..mw o .Q.__ _ _ .. __.__ ...._ __ _ _ ------ __. 410 j PROPOSED w (0 cn 't FINI�H GRADE � N � w ^' (TYP.) z v w 3EXISTING S U) a J GRADE w Q FFi 400 c { __ y i P� -... 400 $' ;PVC _ —° S 0 U �frtF 8" VC M t S i SSMH #8 RIM -483.52 403.16 IE IN 396.91 SSMH #4 SSMH #3 IE OUT 696.912 396.81 RIM -486.86 40ZP5 RIM 3 _.._._._ _ _- _- ___._._ ____ 3 _ _ ... - - -- _- -tE —ml3 39 IE OUT X97. 1 __. _ ______ . _ _ _ .. __ __... __ ___ __.__.. 0 IE OUT .396. zs , , 7 t L �z �z r ; �L ( { J � z Z U (n W M II Z - o Boz 0 O v a i f 3 E r i __ _ _ _._w_ ' S 380 e— �— Z N ' 1 i f 4 3 tai -j r a� Z (3 N 0 0 U Q O N O C0 Co 00 d O N r7 Q� rK 0- 0 0 0 d0- 0 0 00 Q LO CD Ld N 0 25+00 2 +00 27 +0 2 +00 (31 00 ROAD "A„ °m °m —7m] PUBLIC z z 00 z0 z' z' (n w' w; of a > w L� cr- O' 0 00 - - Li n America Engineers • Planners Surveyors Engineering 4032 148th Ave. N.E. Corporate Redmond, WA 98052 ✓' � � n� t t Z d t RECOMMENDED FOR APPROVAL BY: BY. DATE: DATE: BY: DATE: PHONE (425) 881 -7430 Fax (425) 881 -7731 N ® BY: DATE: File path & Name P: \Projects \2003 \0312 \Survey \Dwg \Asbuitt \S14 15 16 E0312SSPR1,dwg 11/8/2007 9151:12 AM PS- � 4 s GRAPHIC SCALE 1 INCH = 5 FT. VERTICAL A ® ®® 1 y E N 3, •n^ 1+00 2 +00 SSMH #1 - SSMH #2 t �• .,r,.�,1ST. ¢ 000Oj2 WtjSjr so C e , a . +PSG g�9. I E e e S r T 0 •0 J NAL eLA� EXPIRES: JULY 30, N 0 (0 04 a to o z o Z w 1z a o W (.3 0 ry I'l i--::) --i 00 F—, Z) ry V) Ljj n pW L.Lj 0 0 I' 3�: l rz V) 5; 0 E-4 M 1-10 - n .0 12 z D Z E0 qJ ffz 0 N ZE 0 M O K Z M a V) K C-) V) w X I z � z - 11 - Z - 0 10 z w cn 7> 75 :2 7- 0 0 (-) I (.) o; o z 0 ED L'i fil � > Id Lj- Li- ry 00 Me- nue ow P&I'll] 0 0 -;t i vi 06 6 Engineers - Planners Surveyors ROW PRIVATE ACCESS 3i La -j 4032 148th Ave. N.E. BY. DATE: Corporation 100.- i EASEMENT BY. 0 0 Z2 3 w it V) a a 0 as BY: DATE: PHONE (425) 881-7430 0I GRADE I II BY. DATE: File path & Name (TYP.) q Pl\Proi ects\2003\0312\Survey\Dwg\Aslouitt\S14 15 16 E0312SSPR1.C1wq 11/8/2007 9151:12 AM P S 0) L ry n CV < < + > 0 It ..0 ON O o6 1 F- z C) 0 C5 —0 (0Lri 4 0 F- + L.Li V) W 0 + + LLJ Lr) (0 < Q 1410 w > <! M co Zol T Q i M>- w cn 7> 75 :2 7- 0 0 (-) I (.) o; o z 0 ED L'i fil � > Id Lj- Li- ry 00 Me- nue ow P&I'll] 0 0 -;t i American RECOMMENDED FOR APPROVAL Engineers - Planners Surveyors ROW PRIVATE ACCESS 0 4032 148th Ave. N.E. BY. DATE: Corporation 100.- i EASEMENT BY. 0 0 1 DATE: 0 E-X1 S Tfw----1 420 BY: DATE: PHONE (425) 881-7430 0I GRADE I II BY. DATE: File path & Name (TYP.) Pl\Proi ects\2003\0312\Survey\Dwg\Aslouitt\S14 15 16 E0312SSPR1.C1wq 11/8/2007 9151:12 AM P S 0) UJ p CV < + > 0 It ..0 ON O o6 1 F- z C) 0 C5 —0 (0Lri 4 0 F- + V) W 0 + + LLJ Lr) (0 - ---------------- - - - ------ -- 1410 w > <! Zol PROPOSED QL (rtYP.) .......... ... --------- --- - ------ ----1400 133 7 LF - q0120 PVC S S�SMH #3 �ERVICE RIM 498j9;940d0V RIM 40 2 (TYP.) 494.46 IE IN i39 26 IE OUT 1 IN 596.64 - -5-6 9 8. 398.16 IE OUT 396.54-398.46 --------------- --------- --------- 1390 0-) L0 L0 FD 0-) Q0 0 0 47+00 45+00 46+00 DRIVEWAY ACCESS LOTS 14-17 PRIVATE American RECOMMENDED FOR APPROVAL Engineers - Planners Surveyors Engineering 4032 148th Ave. N.E. BY. DATE: Corporation Redmond, WA 98052 BY. DATE: BY: DATE: PHONE (425) 881-7430 Fax (425) 881-7731 0 BY. DATE: File path & Name Pl\Proi ects\2003\0312\Survey\Dwg\Aslouitt\S14 15 16 E0312SSPR1.C1wq 11/8/2007 9151:12 AM P S M11 aft .®e GRAPHIC SCALE 1 INCH = 5 FT. VERTICAL AIV5-326006 �le -2006 SEWER PROFILES 16 OF 20 AEC #0312 11 11 ]]1 11 1-1 1 1 1 11 1 K