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Home My WebLink AboutS-3004041 \ I \ li. \ Pnp C2 L3 0 1 L5 L6. L7 1 0 MI a_ 1 ate. 1I � o II W �' RADIUS : a_ PI : _J O EOP O 0 1 +00.0000 - 1677806 - 1595 N 0� �- W 3 a 3+31-5318 11677947.0739: 0- vl� Q. 4 +01 14465 :, 1677974:8261 ':1677993:0217 O nIPF('TIQN 0 a c 1 =81366:7419 1 DE 181382:1782 a 181436.3510 r CIL z¢ 181537':'4912' FI TA ANGF F N . 02'0 336 ' E 67.41 o OO' 0 N ' 87'05 35F E 26:05 N 1 68-39734- E 10.30 LtJ N 68'139 3'4 : E. 50.00 I PAFJII� AR(' I'F TN Ld 0 85 *00 00 " 6650 a 18'26 02 122:50 Ld cn � .., .. .. 520 .................. ...... ......... FINI5HED:GRADE : .:::: .. . . .- ATPIPE ... ........ ..... :......, .. -.. ..,.........- :. .- 520 � O .. ...... . . _ ... BY : ::: : .. ... ... ..... . .... Z ~ � .>:.:.. 515 W. I a �: Q.. Q. ..... ... .... - . 515 ...... ::.... 1 \ I \ li. \ Pnp C2 L3 0 1 L5 L6. L7 1 0 MI qTATION 1 ate. 1I � o II 11 �' RADIUS : t _ PI : PI EOP O 0 1 +00.0000 - 1677806 - 1595 N 0� 2 +66.0657 3 a 3+31-5318 11677947.0739: 0- vl� Q. 4 +01 14465 :, 1677974:8261 ':1677993:0217 E- p �o nIPF('TIQN 0 a c 1 =81366:7419 1 DE 181382:1782 a 181436.3510 r C B 181537':'4912' FI TA ANGF F N . 02'0 336 ' E 67.41 .4 o m a� N ' 87'05 35F E 26:05 1 \ I \ li. \ 149th Aven ue SE - II W' I I I�Jl�lr .III I / 1 / Z/ / ! ifr LF 6" SAN \ % IE 5Q9.66 SANITARY MH 2 / STA 2+$ss,_7 / STA 0+00 ( PIPE TE= 515..52 S /S: / d5y ,1 /N1 /Ii 2 f 5 LF SAN / / G / / SCALE IN FEET !r 111/N F 20 0 20 40 r r / 66e LF 61' SAN IE 44-()� r b2 LF 6" SAN _Z 0 �` �r A-27 LF 6' SAN IE 6S9_6 TS = 1 1 w h J t �� +aryl fi' }L�ia „�1NC' III 1 1 � F' I a L �a SF � Y �I r R "IeIG �;� 4�,�illl Itiu1�7Lh I I ! I r I ,w r� s_ ~ 1� I •j{pl 4t �5! � 1� M;sY III 'tii/ r I a. ]] �516 I �23 ki II Frigm ..i , kJ IF 6" SAN / / `III _ II f FIlyl,rr tit r IE be9'_'t6 / I II LII� 1r��u1� _ SANITARY MH'4 -48 I STA 4- 06.7 - SiB'RT- t37. /g t / STA 1+50.0 (PIPE) 20�RT ry p TE =5477 5/7.33 0 Z/8 33 n 27 LF 6" SAN ¢9 1E -589A9 A- LF 6" SAN IE 518.56 e MIN F.G 0 LF 6" SAN 4// 1 r C \S FG �St6s IE 519.6 \S 1S8 765 I 14q T FI AVFN1i iF AI i(;N FN,T TART F r_a ^; I r Pnp C2 L3 C4 L5 L6. L7 i qTATION j v �' RADIUS : rr PI : PI EOP 7 -i - 1 +00.0000 - 1677806 - 1595 N/A : .1677871.0964:1677937.51091'. 149th Aven ue SE - II W' I I I�Jl�lr .III I / 1 / Z/ / ! ifr LF 6" SAN \ % IE 5Q9.66 SANITARY MH 2 / STA 2+$ss,_7 / STA 0+00 ( PIPE TE= 515..52 S /S: / d5y ,1 /N1 /Ii 2 f 5 LF SAN / / G / / SCALE IN FEET !r 111/N F 20 0 20 40 r r / 66e LF 61' SAN IE 44-()� r b2 LF 6" SAN _Z 0 �` �r A-27 LF 6' SAN IE 6S9_6 TS = 1 1 w h J t �� +aryl fi' }L�ia „�1NC' III 1 1 � F' I a L �a SF � Y �I r R "IeIG �;� 4�,�illl Itiu1�7Lh I I ! I r I ,w r� s_ ~ 1� I •j{pl 4t �5! � 1� M;sY III 'tii/ r I a. ]] �516 I �23 ki II Frigm ..i , kJ IF 6" SAN / / `III _ II f FIlyl,rr tit r IE be9'_'t6 / I II LII� 1r��u1� _ SANITARY MH'4 -48 I STA 4- 06.7 - SiB'RT- t37. /g t / STA 1+50.0 (PIPE) 20�RT ry p TE =5477 5/7.33 0 Z/8 33 n 27 LF 6" SAN ¢9 1E -589A9 A- LF 6" SAN IE 518.56 e MIN F.G 0 LF 6" SAN 4// 1 r C \S FG �St6s IE 519.6 \S 1S8 765 I 14q T FI AVFN1i iF AI i(;N FN,T TART F r_a ^; I r Pnp C2 L3 C4 L5 L6. L7 PI " 4 +!28.7443'.' : qTATION NORTHING RADIUS PT.. Vii,. RADIUS : PT PI : PI EOP 7 -i - 1 +00.0000 - 1677806 - 1595 N/A : .1677871.0964:1677937.51091'. 2 +66.0657 N A. 167801 3+31-5318 11677947.0739: 3 +41.8317 1 16779508221.'. 4 +01 14465 :, 1677974:8261 ':1677993:0217 4 +51.4465' nIPF('TIQN 18112911 1 =81366:7419 1 981362.3698 181382:1782 181426:17573 1 181436.3510 r 181490.9196' 181537':'4912' FI TA ANGF F N . 02'0 336 ' E 67.41 : � N ' 87'05 35F E 26:05 N 1 68-39734- E 10.30 N 66' 15 21 E I 59:61 N 68'139 3'4 : E. 50.00 I PAFJII� AR(' I'F TN 85 *00 00 " 6650 a 18'26 02 122:50 .. .. ..... .., .. .. 520 .................. ...... ......... FINI5HED:GRADE : .:::: .. . . .- ATPIPE ... ........ ..... :......, .. -.. ..,.........- :. PROPERTY LINE Z 0 5" BUILDING SEWER PIPE M FUTURE BUILDING SEWER may, w _Z 2 "x 4" STUD ScRV -Ct MARKER Pi J : ' '\-TEE WITH 6" SIDE OUTLET -' _ PORTION WHITE ANS STENCIL ON SIDE { WORDING "SEWER" WITH 3" HIGH. BLACK LE ERS AND 6" LID ..SEWER. AND BUILDING SEWER CL EXTENDED I DEDT P O THE TOP OF D STD AND 0 1 0 UNLESS :OTHERWISE' APP ROVED BY THE CIT'Y,II MAKE: TAP THROUGH, CAST. s I IRON, SADDLE, SECURED ITO SEWER MAIN': WITH STAINLESS I STEELl BANDS R 'MAIr.. WHEN CONNECTING, NEW SIDE SEWERS F 0 EX STING E I I ' ' ALLOWABLE MAX. VITRIFIEDCLAY PLAIN AND REINFORCEO CONCRETE, I D } PIPE AND n C1 FOR CAST IRON PIPE : PIPE SEWER MAINS ARE TO BE CORE DRILLED I OR DUC TI LE IRON PIPE. - S 3:5 MIX o-h \jNOVO 1! CONCRETE �... BLOCKING I GOB. 27. MIN SLOPE I : I o HORIZONTAL SIDE OUTLET TEE I SE''ArR MAIN � : I. MIN. -.. �- SEWER MA;N � CONCRE t BLOCKING ANGLE + ' OF TE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION V ELEVATION T STANDARD SIDE SEWER INSTALLATION (SEWER: MAIN TO PROPERTY LLN-E) 4 NO T E- - ADOPTED O i UNLESS OTHERWISE SHO WN ON P LA N SIDE SEWER SHAL L L HA4 F A MINIMUM 2 .5' COVER AT PROPERTY T OF R'3T0? +\' +. NE OR 3 5' LOWER THAN'. THE LOWEST HOUSE ELEVATON, WHICHEVER IS LOWER. STANDARD PANS III. IST .DATE 12/96 I aA/ 1�a61 ctli•,ed no!e. ACV NG I� DATE REVISION BY APPR D DWG. NAME: BR39 SP PAGE: 6078 ALi(03NMENT TABLE PRIVATE' ACCESS TRACT ''D' % JOINT USE DRIVEWAY TRACT 'E :'. ITEM 1 L1 ,. -- - - L2' C� 14 L5 L6 I.. CONTROL:: POINT r P RADIUS : PT PI RADIUS: ! EOP' 'I..SIAIION 11 +00.0000.1 : 7+1.854.12 I IN/A : 2 +153182: 2 +35.5238 : N.A 3+09.801.1 ' 3.98 � 1677929 -32 ' 1677959.04.. 1678006 -02 1678016.53 1577881. 1:4 1.6780411.01 NORTHING rv. 167791 i 4 I,,: „ : 11 1181161 . . I FASTING ..:.,78731492 181304 -50. 181217:86:. .812.6.5. - 181229.19 I 18 55.00 36_ `;F 194TH Al IWIMFNT TAR! F ITEM lL1 IL2 I L3'1 CONTROL POINT STATION IBOP 1 +00.0000, PI 4 +26;2443 PI " 4 +!28.7443'.' : EDP 8 +65.0956 NORTHING 16717818.17..1677806.251 I. 1677806.16' 7677790.22 EASTING 1'80968.30:1 118129,4.33 I I.: 1.811296.822:1 181732.88 DIRECTION ,DISTANCE .326.24. S 87.54 24:1 E S' .87. 5423: E 2.50 S 87-54-24- , E 436:35 I ® o RECONIMENDED FOR AYPKU V Of . - .. �. a o w o a. .. .. ..... .., .. .. 520 .................. ...... ......... FINI5HED:GRADE : .:::: .. . . .- ATPIPE ... ........ ..... :......, .. -.. ..,.........- :. .- 520 ......... ... ... .. ...... . . _ ... BY : ::: : .. ... ... ..... . .... .>:.:.. 515 W. I � �: Q.. Q. ..... ... .... - . 515 ...... ::.... < 3 N w :..... .................. .. -. ... .. S10 ........ ..............'. .. o/ .50 LF 8 PVC ®:dfv .::....- ....... .. ..:....................... 510 .... .. .... .. . .... .. .. .....:.......:.::: ......:..... ...:... .....: .. .. -.. ... ............... .:....... .:......... .. .............. ... ... ... . ....... ..'S H-D �..:. ................:..... 4. .. .. .. P :... ::: ":.....:: O. II I ,1 I- ' 505 1 ��. r I .STA: M 2- f�8 .s H 2 0 +00 STA E�-333 149TH c L AV€ :SE : ) .:,.. 1. 11,:..1:1 MH:4.4g ¢ �,, :I� 1... _ � ,,,. 1 - S A. 1+5C,0 STA 4a 36r78� 9TH�AVE SE I 50S � , ,1.. , �,. I {., I ,,.1 �. I �. zl7s :�. I I 1 I i z _z _ 01§5 S . ¢3 �,.. I :.I T 3 w i© 3 569- I 1 I I I 1 I II LI :,a � o �.. 1 I I iE I s S I lE 5E39-66 E So .22 . 1,. 1E -S29 -BSI NWI IE I. � I I 1E -3897$ N„ E 3 ! r IIII I I I '..,�.... I 1, ,. 1 1 1 I ..:I -, I 1 :.� II I I I III I I I I I . ... ..I. 111. III I I I11 I I "I I I ... ... I.. 1 1 11I .... : :... 1 E70'1RE 3/4/O• 1 Ir11 I r,I II :,... 11 .. .. I I 1 0 1 I� a � I _ .. ... _.... .504.22:. 1 . �,,: I... 500 ,.. .. 11 I I h II �, 500 ,1! I 1 ,L1 111 1 I1 LI,I I 1 I I II1I I -_ ,L I I I 1 + I 1 1,111 I•I,.I. II I d'1I 1 rl !1 I w w Z ww eo 0 +00 1 ,. -' ..... 00 . 04 I I L 1+ I � , 1 1 ,. sCanyEO MAR E 8 2 003 I , I I, I I :. L III 11 I I _ 1 ! 1 II I 1 I II I I 'i :. I: I �,... I I I II 1 1 rr . I I I 1 I I1 11 I � � 1 /a h e 1r I� � 1I 11 • I II III 1 1 'ZiCII A NNErD: I 1 SEP 131 2002 I I 1 I I I ;, I I I 1 1 I 1 1 s 1 I I I r. I I r I 1 _L I I I I I s I 1 I 1 1 1 1 1 1 I I I I h I LII , I r '1 rc I I , 1 1 I I L1 1 1 I 1. I ' I, II 1 1 II II I 1 1 1 � I 11� I I I I I 1 _I I I I I III I I I I I 1 I 1 I 1 :