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Home My WebLink AboutzS-3004SetU I 1 n z a g? \ J Z '`1 NITARY CO 1 G i \ \ STA 3+08.57, 91.49'RT= F- / \\ \\ STA 4+803.2 (PIPE) 11 LF 6" SAN 16 LF 6" SAN V i < U E 510.37 E 510.15 d z \ \ $ \ SANITARY MH #3 -54" 1 Q \ '� \ STA 3 +05.14, 13.87'RT= \ \ STA 4+05.5 (PIPE) fF O - W \ \ J� \ TE= 514.01 Z W C:) W 2 \ \ — -- — — — — — — — — — — - - -- , - - -- % �W iL%i Q G 250 LF 8" SAN y i g �. F 3 X0.40% SANITARY MH 2- i STA 2+88.3,45'R - ec STA 1 +55.0 PIPE \ E =515. 52 - - - - -- T y \ U) W \ 19 LF 6" SAN IE510.53' \ 6" SMITARY SEWER-STUB `` y � d \ \o \ 02.0 %, TYP. \ SEE NOTE 5 AND 21 LF 6" DETAIL ON SHEEP 2 JE 510.17 ' 23 LF 6" SAN _ \\ SANITARY .2 #1 -54" • o \ STA 5 +12.24, 25.02'LT= � a o IE 510.57 < \ STA 0 +51.9 (PIPE) / O N.- \ F �\ G \ 1 TE= 515.11 0 _ c :� a E \C \h • F 1 �-'� - �` 3 z�6f" ROADWAY ALIGNMENT �'S� SCALE IN FEET 20 0 20 CE ..... lt= JI�.VU ...... ... SIA.. 4 +05,5= SIA 3 +05.14. F'A.I.. ................ ...................... . s o o w s ..................IE= 510: 4fi... .......................:......T ................... ...... ....... - 14. .............'..::...............................................................:::: .... ..... E. 5.:00 .... ..... E= 510:05 SE ..... . .. .... .. .. .... .. ..... ; ..:.. .:: ..:.. :: ::::.....: .......... ::::::::::::....:'::::::::::: ..... .:....: ' ::.: ........... - :::::::::: ......... STA:.1 +55.0- .STA 2+88.3 ; 149TH :AVE SE.:....... ........ = 515.52: - .....:STA: STA:. 0 +51 9- ..... SE:t24TH ST): .....:STA; SEAS #1:22;4'(. 0 +00.0 =... .. ....... ............................. .... ..................... . 5+54.7 :($E 124TH.5T):: .. o............................ o I ................. ...... ..... ....... ............................... ...... ...... .. .. E= 51D.15 N ..... ..... : " ..:: .... .:... .... :.... ..... ......... .......... .. ...........:... ... ................. .. ' :::::.. .: ........ .,. ....... = ..... IE 506.98 S .... IE' 505,08.E :....: '......... .....:.: TE =514.851 I'E-508:47 SE .................... . TE =514.92f .... .. . IE- 508:2.7: WALL)': . 50D f v a ........:............................... .,..:........................., ... ..... :: :'. .:.... ....,.................:,....: ...........:...... ... . ....... . .:::: .. ... ..:.IE-509.08'NW.....,........ .... .......£= :. ... .. 508'.57 N .. ...... ........ ... .. ... .. .... ....... .. .. .... w -'o Ww ? . —:�eo: p 7 ... .. .. .. .. ... ... .. :..: ..... .. . . Z.. 495 5+00 ., .....' ....... .... .... e,e.nn . moo .... ... .... .... .:,z oo . , ....... ...... .. .......... ............ > o0 ....... ...... 0 +00 : ::: 495 . ?'ta gc e i SCANNED SEP 131 Z>102 i - t �. Fl=ll nt4' k� ir.� ovr 15 1 vJ a d 0 c w N U �- ri J a- C) � IX CL w © p Q Z a z� O �O W w Equ W N J Q � g Z N m a° y2 ob O C) 3v E"t ¢ W as �E �N c C O y a� \ I \ \ S \ 1 ' / � �S7) •G V F- 60 LF SAN E 610.87 52 LF 6" SAN IE 510.79 149th Avenue SE TPA E o 5 / 16 LF 6" SAN F. � IE 509.66 1 c SANITARY MH2 STA 2+83.3, 7.45'RT `; • / STA 0+00 (PIPE) \ TE =515.52 \ / y l N F 27 LF 6" SAN �57d a •• IE 509.99 M/N �'57 . G l / �S7 FG 6S \ -5 LF 1 R4 1 AQTP A\/FNII IF F Al 1(,NINAFNIT TAP] F 42 LF 6" SAN 1E 509.62 F , - 8p 1 / 6 r / V 19 LF 6 SAN,_.. / IE 509.16 / Ij I SANITARY MH #4 -48" STA 4 +36.78 918'RT= / STA 1+50.0 (PIPE) ry TE= 517.27 4. LF 6" SAN IE 510.56 46 LF 6" SAN IE 510.58 S FC / lgS r SCALE IN FEET 20 0 20 40 r� 6" BUILDING SEWER PIPE PROPERTY LINE z 6' -0" o FUTURE BUILDING SEWER 4 233577 hlSTi TO AL EXPIRES: 3/04/03 w ? \- 2 "x 4" STUD SERVICE MARKER PAINT UPPER TEE WITH 6" SIDE OUTLET _ °ORTION WHITE ANS STENCIL ON SIDE �. WORDING "SEWER" WITH 3" HIGH BLACK LETTERS. AND #6 WIRE WRAPPED AROUND THE STUD AND 6" SIDE SEWER AND BUILDING SEWER 0- EXTENDED TO THE TOP OF THE STUD. 0 o: a UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. 60" ALLOWABLE MAX. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D7 PIPE AND Cl FOR CAST IRON PIPE PIPE SEWER MAINS ARE TO BE CORE DRILLED OR DUCTILE IRON PIPE. 1:3:5 MIX CONCRETE LOCKING 7 tsP�\N 25 •GR E GOa :2% MIN SLOPE i HORIZONTAL 6" SIDE OUTLET TEE } SEWER MAIN 6" MIN. SEWER MAIN CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION ELEVATION STANDARD SIDE SEWER INSTALLATION (SEWER MAIN TO PROPERTY LINE) NOTE: ADOPTED UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY c- Da EENTDx LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. ♦O♦ STANDARD PLANS IST DATE: 12/96 10/12/96 Edited note. OcV AG DATE REVISION BY APPR D DWG. NAME: BR39 SP PAGE: 8078 ALIGNMENT TABLE RRI \ /ATF- TRArT 'F1' / .iniNIT I I(-,F F)PIVFWAY TPA('T 'F' CF 1 ?ATI-I Al I(:I\INAFINIT TAPI F C2 L3 C4 L5 L6 L7 ITEM L1 C3 L4 L5 L6 ITEM L1 L2 L3 ,TATinN RADIUS P RADIUS - PT PI PI EOP CONTROL POINT - RADIUS PT PI RADIUS EOP CONTROL POINT BOP PI PI OP NORTHING , 1 +00.0000 N A 2 +66.0657 IN /A 3 +31.5318 3 +41.8317 : 4 +Oi.4465 4 +51.4465 STATION : 1 +00.0000: 1 +7 .5412 N A 2 +1 . 182 2 +35.5238 N A 3 +09.8011 STATION 1 +00.0000 4 +26. 443 4 +28.7443 8 +6 0956 FASTINC, 1677806.0 181296.8239 167 871.0964 16779 7.5109 1678061.1744 167 94 .0739 1677950.8221' 1677974.8 1 181365.7419 181362:3898 181382.17 2 1814 6. 181436.3510 '181490.9196 1877993.0217 NORTHING 1815 .4912 FASTING 16 7913.98 :1677929.32 16 79 9.04 1678006.02 181314.92 18130450 181217.86 181246.45 16 8016.53 181229.19181155.00 167 881.14 1678041.01 NORTHING 181161.36 EASTING 1677818.17 7677806.25 180968.30 181294.33181 1677806.16 1677790.2 96.82' 181732.88 N 02'05 36 E N 87'05 6 N 68'39 34 E N 66'15 21 : N 68'39 34 E DI EC ION N 34 09 58 W N 34'09 58 W : N 58'4 X17 W N 48'43 34 W DIRECTION S 87'54 S 87'54 24. F 67.41 26.05 10. 0 59.61 50.00 LENGTH 18.54 25 20.21 0. 1 DISTANCE 326.24 2.50 436.35 p 85,0000 18'2602 ! DELTA ANGLE 273019 19'21 45 R R R 66:50 1122.50 RADIUS 55.00 160.00 a „ $ 98:6 39.41 ARC...LENGH.. 23.52 54.07 _. RECOMMENDED FOR APPROV .................. ....., ........... ....., ... .... .. ..... " . FINISHED .GRADE .... .... :. -. ... ..... AT'PIP�. :. ... _ :. . ..... .. :. ... " ; .. .: �. .. .: BY w ¢ .......� 0 ...,. .'.... ..... ::..:. :. .' :: 52 0 ................... ...... .................. .. . . �2 .................... ............................... a .......... ..........,.................... .. .......:....................... j7 .. .. ......... ...::. .... ........ :: m ... ..... ::: e ::.. > ::. .. .:...... :.. ::.:. ..: o a N n... .., . N .... 515... �... .. .... �.. F- ¢ , 515 O W. . ... ...................................................................................................................... ............................... o.................... .......................... ............. 3............. F. rn................ �S1.0 .. .... ... .... .......................... .........150'LF'8 ... .:: -.:: : ..: : ............. .......... : :. .:: :: : :::: ..... "' PVC® 0. 40: � :::::::::::::::::::::::::::::: : .. .. :::::::::::::::::::::::::5 ......... .. :::: : :.................:.........:: 10::... ................... ......... ...;._.......;..__ ... ..:..;...:.:. .. .. .. ........... .; ... .. .............................................. ... ..::::::::..................... .... ...........................�... ... ... .. ..................,,.. : : : : : :..... S3 .. ......... ...... ...... .. ...... ..} ... ... .... .. ...... ......... .. ::::::::::'.:...... ....... .... ... _... ;..,...._.;..... ;... .... ... ....... .... .... ...... ...... .... :::::::::::::::. .... : ...... ':: .................., ...... :.:::. Z ... .. ...... .�. �. II�N' �. ?. Eh _... - ... ..... .. .. .::... .... . ...... ... .. .. .. wK n:................. ...... ........... 5 05.. ....,....................MH.2._ ..If. .................: "........................... ..........,..................MH L" ........... 4= 48" .............................:: . ............................... 505 :.............................................................................................,........................ ..................... ........ ...................... ..............................: . z w � ................. ............................... .... .,.....,..........,............ STA. 0+00-, STA 2+83.3 149TH AV€ SE ........................ .......... ( ) - (149TH AVE�- sE)'........................... STA.4 +50,0 - STA 4 +36,78 ) ............................... ........ . . r-. z..................... .................. ............................... ........... .. ........... ........... .. ........ ....E=50 ............................... ...... ..............................: _ .......... ......................................... T[= 51727:... ............................... ............................... .................. ..........................._... ........................................ . .. ......... ............................ ............................... . ..................... . o .988... E= 508.98 S :: : IE= 509168.W ... .. :.. :. :. ' p IE. 509.08E .. JE 509:78:N, E .... . . . . p v a _ o 500..... .. ... .......... ..... E'= 509.08 NW I ............... .... ..... ... .. .... ...... ..... .. .. .... ... : : :: ... .. ... ... .. ... :: .. :. :: ...... ,....' ....... . .. .. ...:. .. .............. .... ...: .:. ... .:50D ... .... ... .... ... ... .. ..... ..... ::: .. .. .. .... ... .... ... .. :. : .... .. ....... ... ........ ... .. .. ... ... ..::: .. ... ..... .. ...... . ............. ....... ..... ....: ::: ................ ... .................. ....: : .............. . ....... : : ..: [IT . . . O ...........:.....::........ ......... ........ 0 +'00 .... .... ..... ::: ::::: :.::: 1:+:00. ::: .::::. : 2�:�a ................ c�T a-v u o 2 6GANNED SEiP 13 2002 e., 4 AL I t w a i I o i N g G F 5�6 � \ SCALE IN FEET 20 ' 0 20 i ms.wy air. , V SEE NOTE 5 AND f LF 6 g ME \ ' /1.75 26. `F7 LT I.. 'SAN �?'� l'T �� : 'y \'. Sf DERH ON SHEET 2 E 5i9 17' `" :: irr :r. SANITARY MH. t -54, �. e g #, LF S SAN' a ,,?? y !:\ _. I I. � I \ tP STA 3+42.21. j �$, LT \ o _ . w a I I i IE'I�t8i�s3 I I: 5a,y , ,i li 11 I 'I STA 0 +51.9 PIPE ': ✓. � TE- Sirs-ht S/4.93 5. I .. I I I I,-- -- .,:, !. I; I � .I.•;. � t .._.:: I I\ I I p I I ....E \� o7c� o �?` \ 2 � I �I I `' ! .I: I � :,�, �. I r.`, ROADWAY ALJGNMENi I \ �, - ..1 < N �� l5 \ ¢ N\ \ I .Un q 4r -:: 5 N i �5 �. r to i S8� 9� I h sl 91 I I S= T, W I I I Z H ZJ s \ \ i o Q C-) 1 G Z 0- Ljj W \ \ \ \ \\ Ld \\ Ld c, D Z ��'\ N a U) a N W \ -11-9 LF s° SAN. \ IE C1,15.53 / G F 5�6 � \ SCALE IN FEET 20 ' 0 20 i ms.wy air. , V SEE NOTE 5 AND f LF 6 g ME \ ' /1.75 26. `F7 LT I.. 'SAN �?'� l'T �� : 'y \'. Sf DERH ON SHEET 2 E 5i9 17' `" :: irr :r. SANITARY MH. t -54, �. e g #, LF S SAN' a ,,?? y !:\ _. I I. � I \ tP STA 3+42.21. j �$, LT \ o _ . w a I I i IE'I�t8i�s3 I I: 5a,y , ,i li 11 I 'I STA 0 +51.9 PIPE ': ✓. � TE- Sirs-ht S/4.93 5. I .. I I I I,-- -- .,:, !. I; I � .I.•;. � t .._.:: I I\ I I p I I ....E \� o7c� o �?` \ 2 � I �I I `' ! .I: I � :,�, �. I r.`, ROADWAY ALJGNMENi I \ �, - ..1 < N �� l5 \ ¢ N\ \ I .Un q 4r -:: 5 N i �5 �. r to i S8� 9� I h sl 91 I I S= T, SF I I I 1 \ 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. 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