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HomeMy WebLinkAboutS-325401O I e Q i cvn) i a. Q." z a. ui Q - r.l Q w z z Q z O ro ac cl z z o O m o z W V `^ Naai o rn O o•E � o � 3Q > , CL c c� y c E mE C O� go ct 2 D I la '- n i Q ui Off/ n Q o m w r� 0 r ,J V ' °` SANITARY SEWER AND WATERMAIN EXTENSION PLAN AND PROFILE WINDSTOArE H A POR111ON OF THE SE 1/4 OF SEC. 31 T. 239 R• 5E, WM•, K;ING COUNTY, WA S�NGT - - _ 687'37'38 "E '155.00- U 1 lam^ /` ' \ PAS EL-W.0 ;? • W i \ ! UTILrTY EASEMENT I en inx 8 F. \ \ I I I I I I ` •,111 ... M i o i�� 9 O 5 I I II \ I o, V I - ___ i.. - - - -- --• 1. _ I 559.89' - I + / I NEW 8" I 1 _ I I I. N87'49' 15 "W S.S. v :w ► t., CONNECT TO 31 + Z- EX. SSMH a cy r t I I 'I II + ul fib-_ - -_+K NE T7TH -�_ O �, . ,.�, < .. ., ... .. � .. ""'• ... - - ...._ .c - .. _ . r sae �'".' -.t... _._ _ " _ t ' . - - -- - - 420 ■� ■_ _ 420 II CJ 410 • \r J ------------ --- -- ---- . r-- - - - --- .fir;.: 406_ ..` �= - � ..:.;• 400 ,`; _ IE =405.1 (8" N) 31 STA. 17 +64.70, 22.17' LT. DCB 5, TYPE 1 W VAN D GRATE RIM = 411.20 I.E= 407.37 (W`, 33 LF 12" SD 01.007 RIM =41 1.20 IE= 407.70 (W) D GRATE SSMk *2 STA. 17 +68.17 SSMH 54 FLAT RIM =411.54 IE= 406.01 (8" S) 15+00 W00 V+00 11+00 11+GOt,5d 148th AVENUE S.E. CENTERLINE PROFILE 1"=40' MORIZONTAL - 1-=5' VERTICAL y StweA NORTHWEST SIDE a -94C NEW 6" AND THE NEW 8" O 1�i► M�� 1 1/4" HDPE PRESSURE S W CONNECTIONS SHALL BE -tp y 0 S IN W W W �. iwo) Z Z E I► II II II II � I Q3 INSTALL 76 LF 1 1/4" HDPE PRESSURE SEWER LINE. CAP AND MARK STUB AT STA. 2 +00.20, 47.5' LT, IE= 395.00 O4 INSTALL 143 LF U HDPE PRESSURE SEWER LINE. CAP AND MARK STUB AT STA. 2 +67.30, 12.3' LT, IE= 392.70 Q INSTALL 179 LF 1 1/40 HDPE PRESSURE SEWER LIME. CAP AND MARK STUB AT STA. 2 +67.80, 32.3' RT, IE= 394.20 © 0 0 HDPE PRESSURE SEINER LINE. CAP 3 AND MARK STUB AT STA. 2 +64.80, 42.7' RT, IE= 394.80 a INSTALL 229 LF 1 1/4" •• AND MARK STUB AT STA. 2 +32.40, 77.8' RT, IE =395.80 w r� 0 r ,J V ' °` SANITARY SEWER AND WATERMAIN EXTENSION PLAN AND PROFILE WINDSTOArE H A POR111ON OF THE SE 1/4 OF SEC. 31 T. 239 R• 5E, WM•, K;ING COUNTY, WA S�NGT - - _ 687'37'38 "E '155.00- U 1 lam^ /` ' \ PAS EL-W.0 ;? • W i \ ! UTILrTY EASEMENT I en inx 8 F. \ \ I I I I I I ` •,111 ... M i o i�� 9 O 5 I I II \ I o, V I - ___ i.. - - - -- --• 1. _ I 559.89' - I + / I NEW 8" I 1 _ I I I. N87'49' 15 "W S.S. v :w ► t., CONNECT TO 31 + Z- EX. SSMH a cy r t I I 'I II + ul fib-_ - -_+K NE T7TH -�_ O �, . ,.�, < .. ., ... .. � .. ""'• ... - - ...._ .c - .. _ . r sae �'".' -.t... _._ _ " _ t ' . - - -- - - 420 ■� ■_ _ 420 II CJ 410 • \r J ------------ --- -- ---- . r-- - - - --- .fir;.: 406_ ..` �= - � ..:.;• 400 ,`; _ IE =405.1 (8" N) 31 STA. 17 +64.70, 22.17' LT. DCB 5, TYPE 1 W VAN D GRATE RIM = 411.20 I.E= 407.37 (W`, 33 LF 12" SD 01.007 RIM =41 1.20 IE= 407.70 (W) D GRATE SSMk *2 STA. 17 +68.17 SSMH 54 FLAT RIM =411.54 IE= 406.01 (8" S) 15+00 W00 V+00 11+00 11+GOt,5d 148th AVENUE S.E. CENTERLINE PROFILE 1"=40' MORIZONTAL - 1-=5' VERTICAL �i 1, =40, 0 20 40 80 NOTE: HORIZONTAL AND VERTICAL REPRESENTATIONS OF THE NEW 8" WATERLINE EXTENSION ARE SHOWN FOR REFERENCE ONLY, AND WILL BE DESIGNED BY OTHERS tj : � . /•./ �. r�� ! Al DE' {LA . E r*,,< '-T`N' 4V n • Q ul) A. o + m o cr cn EXISTING'' a d ; D':��'ERSAL.. 4W GROUND ° T -Rt�K 'C PROPOSED : ('T1(P.) I a BE. REEVIOA,/F ". FINISHED STA. 0 +00.00 (MT. BAKER AVE. NE)= V oo 0° GRADE STA. 3 +79.77, (NE 17TH ST.) EL= 408.92 p � (NP.) 4W Ul 0 U) LAJ 306 STA: 1 + 31.00 7.5' . LT ' 40 LF 8" PVC RIM: '401:80 SS 0 0.50x IE= 395.43 (8" S) SSMH 11 125 LF 8" I E = 39 5'.53 (8" N) STA. 1+69-10, 24.5 LT DI WATER Y 1 E = .39.570 (6'" . E) ..RIM= 400.50 (BY OTHERS) IE= 395.73 (8" S) IE= 395.90 (6" NW) ��. :4..' �.::...,Y. ^.,j.:..-T..;...:.... SSCO All STA. 1+72.80. 27.5 LT ~� RIM - 400.401 385 ..IE= 396.00 (6" SE) MULTIPLE 1 1/40 HDPE - •_.....- ...... _..__.._....._....�....... r_.... , . ............. PR I IRE SEWER LINES PER PLAN VIEW 380 300 TC kew 9" I.► r1 E 375 cr x y StweA NORTHWEST SIDE a -94C NEW 6" AND THE NEW 8" !,a 1�i► M�� 1 1/4" HDPE PRESSURE S PE CONNECTIONS SHALL BE -tp q MI rl 0 S IN GST Go" it �. iwo) II L.i E I► II II II II II I Q3 �i 1, =40, 0 20 40 80 NOTE: HORIZONTAL AND VERTICAL REPRESENTATIONS OF THE NEW 8" WATERLINE EXTENSION ARE SHOWN FOR REFERENCE ONLY, AND WILL BE DESIGNED BY OTHERS tj : � . /•./ �. r�� ! Al DE' {LA . E r*,,< '-T`N' 4V n • Q ul) A. o + m o cr cn EXISTING'' a d ; D':��'ERSAL.. 4W GROUND ° T -Rt�K 'C PROPOSED : ('T1(P.) I a BE. REEVIOA,/F ". FINISHED STA. 0 +00.00 (MT. BAKER AVE. NE)= V oo 0° GRADE STA. 3 +79.77, (NE 17TH ST.) EL= 408.92 p � (NP.) 4W Ul 0 U) LAJ 306 STA: 1 + 31.00 7.5' . LT ' 40 LF 8" PVC RIM: '401:80 SS 0 0.50x IE= 395.43 (8" S) SSMH 11 125 LF 8" I E = 39 5'.53 (8" N) STA. 1+69-10, 24.5 LT DI WATER Y 1 E = .39.570 (6'" . E) ..RIM= 400.50 (BY OTHERS) IE= 395.73 (8" S) IE= 395.90 (6" NW) ��. :4..' �.::...,Y. ^.,j.:..-T..;...:.... SSCO All STA. 1+72.80. 27.5 LT ~� RIM - 400.401 385 ..IE= 396.00 (6" SE) MULTIPLE 1 1/40 HDPE - •_.....- ...... _..__.._....._....�....... r_.... , . ............. PR I IRE SEWER LINES PER PLAN VIEW 380 300 TC kew 9" I.► r1 E 375 cr x 0 +00 0+50 1+00 '1+50 2+00 2 +50 MT. BAKER AVENUE N.E. EXTENTION CENTERLINE PROFILE I 1"=40' HORIZONTAL - 1"=5' VERTICAL 1 SANITARY SEWER SYSTEM KEYNOTES: Q CONNECT 5 LF NEW 6" PVC SEWER PIPE O 2.0% MIN. TO NORTHWEST SIDE OF NEW SSMH# 1. MATCH CROWNS OF THE NEW 6" AND THE NEW 8" PIPES (SEE PROFILE). CONNECT (6) 1 1/4" HDPE PRESSURE LINES. HDPE SEWER LINES AND CONNECTIONS SHALL BE OUTSIDE OF CITY ROW 0 0 0 0) C) �. .0' tf, IE =397. swb 6204 ?46rI 0 +00 0+50 1+00 '1+50 2+00 2 +50 MT. BAKER AVENUE N.E. EXTENTION CENTERLINE PROFILE I 1"=40' HORIZONTAL - 1"=5' VERTICAL 1 SANITARY SEWER SYSTEM KEYNOTES: Q CONNECT 5 LF NEW 6" PVC SEWER PIPE O 2.0% MIN. TO NORTHWEST SIDE OF NEW SSMH# 1. MATCH CROWNS OF THE NEW 6" AND THE NEW 8" PIPES (SEE PROFILE). CONNECT (6) 1 1/4" HDPE PRESSURE LINES. HDPE SEWER LINES AND CONNECTIONS SHALL BE OUTSIDE OF CITY ROW Q INSTALL .0' tf, IE =397. swb 6204 ?46rI sww Q3 INSTALL 76 LF 1 1/4" HDPE PRESSURE SEWER LINE. CAP AND MARK STUB AT STA. 2 +00.20, 47.5' LT, IE= 395.00 O4 INSTALL 143 LF 1 1/4" HDPE PRESSURE SEWER LINE. CAP AND MARK STUB AT STA. 2 +67.30, 12.3' LT, IE= 392.70 Q INSTALL 179 LF 1 1/40 HDPE PRESSURE SEWER LIME. CAP AND MARK STUB AT STA. 2 +67.80, 32.3' RT, IE= 394.20 © INSTALL 188 LF 1 1/4" HDPE PRESSURE SEINER LINE. CAP AND MARK STUB AT STA. 2 +64.80, 42.7' RT, IE= 394.80 (7 INSTALL 229 LF 1 1/4" HDPE PRESSURE SEWER LINE. CAP AND MARK STUB AT STA. 2 +32.40, 77.8' RT, IE =395.80 �8 INSTALL 1W LF 1 1/40 HDPE PRESSURE SEWER LINE. CAP - AND MARK STUB, IE= 392.50 - Low»Ez.-r ro b 'o PIG sQ -im FtoE' �g INSTALL *& LF 1 1/4" HDPE PRESSURE SEWER LAVE. CAP AND MARK STUB AT STA. 17 +33.82, 53.0' LT, IE =403.00 coV--NECr -M 4 " P -4e, SEW61. APe ROLL 200 � FR282 375 WATER SYSTEM KEYNOTES Q NEW 8" WATERMAIN EXTENSION (BY OTHERS) TO BE TAPPED INTO EXISTING 8" WATERMAIN STUB PER DIRECTION GIVEN IN THAT DESIGN OZ NEW 8" WATERMAIN EXTENSION, CAP, CONCRETE BLOCKING AND (1) NEW FIRE HYDRANT (BY OTHERS). O NEW 3/4" WATER SERVICE METER (TYPICAL FOR ALL LOTS BY OTHERS) 5- .32Sy�/ By: Dote: By: Date: By: Date By. 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