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Home My WebLink AboutzS-3265SetOk � w � N W a N M a a c 1 C3 ell w a ,¢a o �g log 04 ios'w')ZE -s , a.Z> N88'16'13 "W _ 14 1— -} - cc"Aj I'd SEC. 15, T WP. 23 N., RGE. 5 E., W.M. e% C, 14A ccliu 6 w".. . , ww, . ". STD. MH 48'0 wrcto, v,11 STD. MH 4810 RIM 401.50 RIM 399.04 8 IE -W. 44 (E, W) (/N) 8' IE ,38 7 1,3 (N) (IN) 8' lE 386.34 (S) (OUT) 8' lE .387.03 (W) (Ot/T) 0 f� IS-1 � tz aC Q O W Q W Cr o v m RNA 04 ios'w')ZE -s , a.Z> N88'16'13 "W _ 14 1— -} - cc"Aj I'd SEC. 15, T WP. 23 N., RGE. 5 E., W.M. e% C, 14A ccliu 6 w".. . , ww, . ". STD. MH 48'0 wrcto, v,11 STD. MH 4810 RIM 401.50 RIM 399.04 8 IE -W. 44 (E, W) (/N) 8' IE ,38 7 1,3 (N) (IN) 8' lE 386.34 (S) (OUT) 8' lE .387.03 (W) (Ot/T) 0 IS-1 Z 0 O 54 � W Cr RNA a, Z 04 ios'w')ZE -s , a.Z> N88'16'13 "W _ 14 1— -} - cc"Aj I'd SEC. 15, T WP. 23 N., RGE. 5 E., W.M. e% C, 14A ccliu 6 w".. . , ww, . ". STD. MH 48'0 wrcto, v,11 STD. MH 4810 RIM 401.50 RIM 399.04 8 IE -W. 44 (E, W) (/N) 8' IE ,38 7 1,3 (N) (IN) 8' lE 386.34 (S) (OUT) 8' lE .387.03 (W) (Ot/T) ROLL 2 0 0 to%e%j /" 4 /2 FR�057 STD. MH 4810 R/M 397.61 8- IF .389.11 (W) (OUT) cciiu I I SID. MH 48'/ RIM .398.44 8' lE .387.56 (N) (IN) 8' lE ,387.46 (S) (OUT) -- 10' UTILITY EASEMENT REC. N0. 0050324000961 SCALE: 1" = 40 0 20 40 80 s•3Zv5o / KEY MAP SCALE- 1' - 500' DA TUM. Can" Or R£N7GYV - NA VD 1988 BASIS OF BEARINGS N0057Z8'E, ALONG THE NEST LINE NW1 14 ZC110N 15 -23-5 BLEWEN CITY OF R£NTON CANTROL POINTS 11503 & f 478 BENCHMARKS: BM 0 118" COPPER PIN IN CASED CONC MAN 0 M INTERSECTIAN NE 4TH ST & UN /AN A VE SE, aTY Af' RENTAN cow mot POINT j 150.3 = ELEV. 401.02 BM 12 1/4' BROWIE PIN /N CASED COW MON 0 THE INTERSECIIAN Z 2ND PL & UNION A VF SE, GYTY OF REN TON CANTROL POINT f 478 = ELEV .391.02 RECOMMENDED FOR APPROVAL BY. oe 00 V T- 8Y DA 7F- cow ,.,,1�� »1a1 NMwie. Wo�AhD►a+ 98007 23.885.7877 fox 425.aA5.7963 DESIGN ENGINEERING PLANNING SURVEYING SA NlrA R Y SEWER PLAN &um,W,W I = I I 11 ca : s- pr 4oso/ uaoa�ic�or • 0 41 • Zc-l0!�z£ -9 ' ctm O� s I I I �Cy w v1 v� SSMH 16 STA. 0 +53, 5 RT STD. MH 48 "I ►� �" RIM ,399 ,39 ~ 8" lE 391.21 (E) (OUT) STA. 0* 00 00 N.E. 151 PL. _ /NT X. STA. 60 79.18 DUVALL A& NY __.. 4,5 "0 ti w v� O ~ ... r i Ncn ° c r ' Z STA. 121 84.65 N. E- 151 ST. _ 1 w air, WN V STA. 4f 99.42 DUVALL AW. N. £. rV a o \ SSMH 5 STA. 11+8J, 62 T 57D. MH 48'/ RIM .397.50 8" /F .382.7 (NE) ( /N) 8" IF .382.66 (W) (OUT) M i � z z Hh h zt a- Q W SSMH 1 Q STA. 0 +68, or ° SAD. MH 48'/ x RIM .391.15 8' IE .38419 (E) (IN) °D 8" C J84 09 (W) (OUT) w V Q ` E Oi 'aka Z! 1 I i� j f I 85 fF 404 5 I 86 1 fF 405.9 SEC. 15, TWP. 23 N., RGE. 5 E., W.M. SEE SHEET C5.01 87 88 89 1 1 FF 40701 fF I07B F 40f16 5 � ��I M .191.8 94 1 FF 402 6 93 g 2 91 90 1 FF 401.4 4 FF 00 5 FF 399.9 Pr 400.8 lE 6 /E 601F 6" lE � 39,3 6 9 ?. 4 - -- ,� - - .3915 390.9 � - -•ice - -__ - - - - - - - -� _ N. f". 1st PL.,� r _. ` , 1 K JIM F 8 "PVC 60 0190 39.3 6 .392.9 .391.3 J90 9 3qD � 95 96 fF402.6 FF 401. 91 97 1 fr 400.3 9 8 99 fT" .399.9 1 FF 400.8 i .391.8 --rr~ TRACT EX. 8" STUB 3 ' /E 392 30 TRACT T N88'19 -28 -W 252.42 SSMH 8 STA. 1 +44, 51 T 41 ` STD. MH 4800 g f N R1M 398.50 Lo 8' /F J85 (N W) (IN) W 8' C 385.07 (S) (OUT) 41 .. IQ� o h N STA. Of 00 00 h 0` S_. f 2ND ST, = lNT X STA. 2+ 00 00 d DUVALL Av£. N.f. r y ,• Z w V Q ` E Oi 'aka Z! 1 I i� j f I 85 fF 404 5 I 86 1 fF 405.9 SEC. 15, TWP. 23 N., RGE. 5 E., W.M. SEE SHEET C5.01 87 88 89 1 1 FF 40701 fF I07B F 40f16 5 � ��I M .191.8 94 1 FF 402 6 93 g 2 91 90 1 FF 401.4 4 FF 00 5 FF 399.9 Pr 400.8 lE 6 /E 601F 6" lE � 39,3 6 9 ?. 4 - -- ,� - - .3915 390.9 � - -•ice - -__ - - - - - - - -� _ N. f". 1st PL.,� r _. ` , 1 K JIM F 8 "PVC 60 0190 39.3 6 .392.9 .391.3 J90 9 3qD � 95 96 fF402.6 FF 401. 91 97 1 fr 400.3 9 8 99 fT" .399.9 1 FF 400.8 i .391.8 --rr~ TRACT EX. 8" STUB 3 ' /E 392 30 TRACT T N88'19 -28 -W 252.42 V STA. J* X. 07 h I N.E. 1ST Pl. = SSMH 7 ANTX STA. 1149.28 RMA AW.. N.E. STA. 9 +10, 5"L T * : SM MH 4810 RIM .399.01 8' IE .384..32 (N, E) (IN) 6' If 8' 1E ,38422 (W) (OUT) 3920 N88'21'05 0W 252.73 _ ...... ......... .............. __ *- - °-• -4(iG 1 S 4. I f 1 128 1 fF 404 127 130 129 5 a � 1 I fF 4051 ' fF 40J 61 1 FF 404 2 J95 5 6 "It- J94.6 0 .396.1 8' CLEANOUT PER I C. O.R. SP 8076 - 10 - .-- 1 15.2F 8'PVC r' 00 0050 1 ?7LF 8 "PVC -. .- -. 65 r _1 �c c 6 �E 9 126 - - - if. _ -- -_ - -_ �.. 395' f -404.9 71LF 8`9010 ,.,.. ; _ _--r -' - -f v s �i6 6 + - ` _.. 6 /E � LA IL 391.8 393 0 3 6! 1 r- -• _ UD .196.5 STA. 9f 04.82 1 �Q? N.E. 1ST ST. _ 6 /E SSMH 6 ,NrX STA. o*0000 106 1 I .392.9 ELA/A A vF N.E. 1 I STA. 10 +6.� 5 "L T fF 405.5 SM MH 48"i 102 104 I 1 125 RIM .396.44 1 0 3 10 5 f I ff 405.9 r fF 400.1 FF 400.8 ff 402 0 8 /E .38.145 (E) (IN) FF 407.6 ' IE 38,3.35 (SW) (OUT) SSUH 17 STA. 7 +82, 0'L T I ' J96. 9 100 101 . MH - 107 I l r I ` I fF 401.9 STD M 16 /E 4Q18 RIM 400.73 fF 4016.,3 I I ,397.5 /F J92 64 (W) (OU7) --- 8 /E .39.174 (NE) ( /N) 6' /E I 124 N i 3973 fF 40 k '�� M 3� I 6 5 112 111 110 109 1 1- 113 fF .398.9 fF ,399.9 fF 401.7 fr 405:0] 108 1 $ 30 I ' I FF ,3972 fF 406.5 6" lE / 6" lE g 6' IF 6 6" lE J97 5 / ° "J' 1 397 .3 ,3909 .392 .394 D 123 $ 114 _ --- - -- - ____ / Z 6 � - - - - / If F 406 3 ` I fF .9 I S. 2nd ST.4 307LF 8 8" afANOUT PER C.O.R. SP 8076 8" /E ,38.3 911 2 \ 6. /E ,�B,p�G 6'C 6 I!E 6• lE 6• IE - - - 396 , • fF 405.7 X87.? _ �3Lf ,.�•: 3 .9 J9751, 9 .5 .39.17 J95 J 16 A� - -- J96.7 116 117 118 119 120 ' fF 405.? 115 ff .399.9 fF 401.5 fF 402.7 ff 404 3 .397.3 ff 3918 7 ' $ 121 f . 87°VC i fF 4A6 ,3 T R i N88'25'56 "W 635.71^ 8• S S SR/9 SSUH 2 STA. 2f 42, O7 T SM. MH 4810 61.39.'22 8' C .387.21 (E) (NV) d' C 387.11 (SM) (avT) ROLL0200 N o� W N 0 0 z FR 0�8 SCALE: 1" = 40' 0 20 40 80 SSMH 4 STA. 6 +64, 52 T 5M MH 48'/ RIM 402.40 8" /F .394.32 (5) (OUT) SSMH 3 STA. 5 +37, 25 PT SM. MH 46 "I RIM 402 37 8" lE .39.3 49 (N, SE) ( /N) 8 1E .39,1.39 (W) (OUT) 5- 32�So2 KEY MAP SCALE 10 = 500' DA TUM. C /TY OF REN7A'V - NA VD 1,988 BASIS OF BEARINGS NADS7 28-C, ALANG THE MES7CAVE N#714 SECAAN 15 -23 -5 B£IIIE"£N pTY OF R£NTGYV CAN7R2 P06N75 if & / 47e BENCHMARK& BM /I 118' COPPER PIN IN CASED CONC MAN 0 THE INITRSEC77CW N£ 4 TH ST & UN /AN A W SE, aTY OF REN TON CCW TROL POW T 150.3 = ELEV. 401.02 BM 12 114" BRONZE PIN IN CASED CONC MON 0 THE INTFRSEC7700V SE 2ND PL & UNION A .SE, C/TY OF REN TON CONTROL POW / 478 = ELEV. ,391.02 RECOMMENDED FOR APPROVAL B DA T. Br _ L-f �. mot --- DA TE.• #-4 7-•J lom 12-04-06--1 B� DA T.- CO� 1111 NIE 29rh Plow Soo 10 i NMonw. Woiblrq►on 90007 425.885.7877 Fax 423.885.7963 DESIGN ENGINEERING /TANNING SURVEYING SA N1 TA R Y SEWER PLAN ca S St�Sc? 4 SSMH 8 STA. 1 +44, 51 T 41 ` STD. MH 4800 g N R1M 398.50 Lo 8' /F J85 (N W) (IN) W 8' C 385.07 (S) (OUT) 41 .. IQ� V STA. J* X. 07 h I N.E. 1ST Pl. = SSMH 7 ANTX STA. 1149.28 RMA AW.. N.E. STA. 9 +10, 5"L T * : SM MH 4810 RIM .399.01 8' IE .384..32 (N, E) (IN) 6' If 8' 1E ,38422 (W) (OUT) 3920 N88'21'05 0W 252.73 _ ...... ......... .............. __ *- - °-• -4(iG 1 S 4. I f 1 128 1 fF 404 127 130 129 5 a � 1 I fF 4051 ' fF 40J 61 1 FF 404 2 J95 5 6 "It- J94.6 0 .396.1 8' CLEANOUT PER I C. O.R. SP 8076 - 10 - .-- 1 15.2F 8'PVC r' 00 0050 1 ?7LF 8 "PVC -. .- -. 65 r _1 �c c 6 �E 9 126 - - - if. _ -- -_ - -_ �.. 395' f -404.9 71LF 8`9010 ,.,.. ; _ _--r -' - -f v s �i6 6 + - ` _.. 6 /E � LA IL 391.8 393 0 3 6! 1 r- -• _ UD .196.5 STA. 9f 04.82 1 �Q? N.E. 1ST ST. _ 6 /E SSMH 6 ,NrX STA. o*0000 106 1 I .392.9 ELA/A A vF N.E. 1 I STA. 10 +6.� 5 "L T fF 405.5 SM MH 48"i 102 104 I 1 125 RIM .396.44 1 0 3 10 5 f I ff 405.9 r fF 400.1 FF 400.8 ff 402 0 8 /E .38.145 (E) (IN) FF 407.6 ' IE 38,3.35 (SW) (OUT) SSUH 17 STA. 7 +82, 0'L T I ' J96. 9 100 101 . MH - 107 I l r I ` I fF 401.9 STD M 16 /E 4Q18 RIM 400.73 fF 4016.,3 I I ,397.5 /F J92 64 (W) (OU7) --- 8 /E .39.174 (NE) ( /N) 6' /E I 124 N i 3973 fF 40 k '�� M 3� I 6 5 112 111 110 109 1 1- 113 fF .398.9 fF ,399.9 fF 401.7 fr 405:0] 108 1 $ 30 I ' I FF ,3972 fF 406.5 6" lE / 6" lE g 6' IF 6 6" lE J97 5 / ° "J' 1 397 .3 ,3909 .392 .394 D 123 $ 114 _ --- - -- - ____ / Z 6 � - - - - / If F 406 3 ` I fF .9 I S. 2nd ST.4 307LF 8 8" afANOUT PER C.O.R. SP 8076 8" /E ,38.3 911 2 \ 6. /E ,�B,p�G 6'C 6 I!E 6• lE 6• IE - - - 396 , • fF 405.7 X87.? _ �3Lf ,.�•: 3 .9 J9751, 9 .5 .39.17 J95 J 16 A� - -- J96.7 116 117 118 119 120 ' fF 405.? 115 ff .399.9 fF 401.5 fF 402.7 ff 404 3 .397.3 ff 3918 7 ' $ 121 f . 87°VC i fF 4A6 ,3 T R i N88'25'56 "W 635.71^ 8• S S SR/9 SSUH 2 STA. 2f 42, O7 T SM. MH 4810 61.39.'22 8' C .387.21 (E) (NV) d' C 387.11 (SM) (avT) ROLL0200 N o� W N 0 0 z FR 0�8 SCALE: 1" = 40' 0 20 40 80 SSMH 4 STA. 6 +64, 52 T 5M MH 48'/ RIM 402.40 8" /F .394.32 (5) (OUT) SSMH 3 STA. 5 +37, 25 PT SM. MH 46 "I RIM 402 37 8" lE .39.3 49 (N, SE) ( /N) 8 1E .39,1.39 (W) (OUT) 5- 32�So2 KEY MAP SCALE 10 = 500' DA TUM. C /TY OF REN7A'V - NA VD 1,988 BASIS OF BEARINGS NADS7 28-C, ALANG THE MES7CAVE N#714 SECAAN 15 -23 -5 B£IIIE"£N pTY OF R£NTGYV CAN7R2 P06N75 if & / 47e BENCHMARK& BM /I 118' COPPER PIN IN CASED CONC MAN 0 THE INITRSEC77CW N£ 4 TH ST & UN /AN A W SE, aTY OF REN TON CCW TROL POW T 150.3 = ELEV. 401.02 BM 12 114" BRONZE PIN IN CASED CONC MON 0 THE INTFRSEC7700V SE 2ND PL & UNION A .SE, C/TY OF REN TON CONTROL POW / 478 = ELEV. ,391.02 RECOMMENDED FOR APPROVAL B DA T. Br _ L-f �. mot --- DA TE.• #-4 7-•J lom 12-04-06--1 B� DA T.- CO� 1111 NIE 29rh Plow Soo 10 i NMonw. Woiblrq►on 90007 425.885.7877 Fax 423.885.7963 DESIGN ENGINEERING /TANNING SURVEYING SA N1 TA R Y SEWER PLAN ca S St�Sc? 4 0 • N M N rw a o o J u J w p- c� t a x V f C4 If h 0 h C4 0 CV 1 a.� !crr I R% Twp 714 iu Qrp r. v w M 1IR IIID L L # 20.0 FIR 0 5.9 cz0 s sr&SOB 020 21 4 N M tij a IJ 1 w 0 0 x { IL 0 h f" �I acs" >Z4E t a.:� SFr. 1 A TWP 704 N RrV R. r W M of 0 FtO L L'p 2 0.0 FIR �O'GO G'n - !T • 32 co 5044 0295M?? 9 4 � q v1 N M � 40 ao a o F- `0 NNO �� c NNw t N a �g�r 0 Z � w SA NITA R Y SEWER NOTES 1. ALL lN7RK AlA AERIAL S SHALL &r AV LtiWfL14A/ANC£ MI/H W STANDARDS AND VF67Y7l.A710V.S 6F ME CYTY a RENT6W UTILITY DrEPAR7MENT AND THE LATEST EaY1XYV OF THE MSDOT/APWA STANDARDS AND SOMI ICA AGWS. 2 THE HOURS aF RWK IN THE STREET R/GHI -Or- WA Y SMALL BF LIM I TED 70 8- JO AM TO J JO PM AN NFEKDAYS UNLESS OTHERWISE APPROVED IN ORITING BY 7HE 9fPAR7kFVT GIB' PUBLIC # RKS AT 425 -4JO -7200 ALL STREET aomRES PARTIAL GYP fULL, SHALL BE APPROVED BY THE DEPARTMENT OF PURL IC N37RKS 24 HOURS IN ADVANCE. THE PAC /GE DEPAR 1 A/ENT, fRRE DEPAR7MENT, AND 911 SIML L BE N077RED 24 HOURS IN ADVANCE. J ALL COWSTRUCAON SHALL BE IN ACCORDANCE INTH "STANDARD 9 YCIRCA AG WS FOR MUNIaPAI PURL /C #VRKS COWSTRUCIIOW" PREPARED BY THE WASHINGTON STATE CHAPTER AMERICAN PUBLIC 0WKS ASSOC/A 77ON (APWA), LA TEST F91 MV AND THE aTY OF RENTON STANDARD SPECIFICA 770W5 4 ALL L OCA ROWS OF EX/SANG UTILITIES SHOW ARE APPROXIMA T AND I T SY/AL L BE THE COW TRACTOR S RESPOWS /B /LITY TO WRIFY THE TRUE AND CORRECT LOCA 776W SO AS TO A M DAMAGE OR DISTURBANCE. 5. A PRE- CONSTRUC776W CONFERENCE AND A 24 HOUR NOTICE SHALL BE REYXIIRED PRIOR TO 57AR77NG NEW CONSTRUCTION. IT SHALL BE THE CLWTRACMRS' RESPANSIB/L/TY TO SECURE ALL NECESSARY PERMITS PRIOR TO STAR77NG CAVSTRUCAON. (INSPECAOV WLL B£ ACCUWPL /SHED BY A REPRESENTA 17W OF THE CITY OF RENTUM) /T SHALL BE THE CONTRACTOR 5 RESPONSIBILITY 70 NOAFY TIIE- UALITY DEPARTii /ENT 24 HOURS IN ADVANCE OF BACKF/LL/NG ALL CaVSTRUCAAN. 6 CONTRACTOR /S 50LEL Y RESPONSIBLE FOQ THE MEANS, METHODS AND SEQUENCES OF CONSIRUCAOW AND FOR THE SAFETY OF WWKERS AND OTHERS GYV THE COWSIRUCAOV SITE 7 IT SHALL BE THE RESPONS /B /L /TY OF THE CaV TRACTZ7R 70 619TAIN STREET USE AND ANY OTHER RELA TD PERMITS PRIOR TO ANY CANS77PUCl76W 8 PLANS APPROWD BY THE CITY OF RENTON PUBLIC N47RKS 9EPAR7M[-NT SHALL TAKE PRECEDENCE OkfR ALL OTHER PLANS. 9 A COPY OF THESE APPR01E"D PLANS MUST BE OV THE" 517E #HENEkfR CONSTRUCAON /S /N PROGRESS. 10 THE CONTRACTOR SHALL PRONDE IH£ CITY OF RENTOV iWTH AN AS -BOIL T DRAWING OF THE SANITARY SENF-R SYSTEM NH /CH HAS BEEN STAMPED BY A LICENSED PRAFESS✓ONAI ENGINEER OR LICENSED PROFESS IONAL SURVFYOIR. 11. BACKFILL SHALL BE PLACED EMAIL Y OW BOTH SDES AF THE PIPE IN LAYERS KITH A LDOSE AW -RAGE DEPTH OF 6 INCHES, MAXIMUM DEP1H OF 8 INCHES IHOROUGHL Y TAMPING EACH LA YER TO 95X OF MAXIMUM DENS /TY. THESE COMPACTT"D LA YT`RS MUST EXIFND FOR AVE PIPE DIAMETER ON EACH 510E OF THE PIPE OR TO THE S /DE OF THE TRENCH. MA TFR /A15 TO CAWPLEIF THE FILL 0IfR THE PIPE SHALL BE INE SAME AS DESCRIBED. 12 OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES AV EX/SANG IRA vFLED ROADWA Y SHALL BE BACKF/LLED WITH CRUSHED ROCK AND MZrOYANICALL r COMPACTED. CUTS INTO EXISTING ASPHAL T SHALL BE NEA TZINE CUT WAIL A SAW IN A COW ANUAUS LINE. A TEMPORARY C01 MIX PA TCH MUST BE PLACED IMMEDIA TEL Y AFTER BACKF /LL AND CClVPAC770V. A PERMANENT HOT MIX PA TCH SHALL BE PLACED WTHIN 10 DAYS AND 9YALL BE PER CURRENT CITY OF RENMN STANDARDS. IJ DA TUM SHALL BE CITY AF RENTON, NAM 1988 (METERS) AND NAD 198.1/1991 (METERS) 14. ALL D /STURBED AREAS SHALL BE SEEDED ANO MUL CHED 6R 0 ThS9NSE 5TA81L0D TO THE SAWACTTAV OF THE DEPARTMENT FAR THE PREVFNAGW OF OW -SITE EROSION AF1FR THE C6WPLE7IAN OF CON577PUC17ON. 15. Al L PIPE AND APPUR IFNANCES SHALL BE LAID AV A PRA°ETPL Y PREPARED FOUNDA 77ON IN ACCORDANCE W T Y SECPON 7- 02 .x(1) OF THE CURRENT STA TE OF WASHINGTON STANDARD SPECIFICA 170W5 FAR ROAD AND BRIDGE CON57RIJC776W. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE Too OF THE FOUNDA776W MA 1FRIAL AS NFLI AS PLACEMENT AND C6WPAC776W OF REOUIRED BEODING MATFRIAI TO UN /FORM GRADE SO THAT THE EN ARE LENGTH OF PIPE WILL BE 5UPPOR459 GW A UN/FORML Y DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRA WFL 6" ABOVE AND BEL 0W INE PIPE. 16 SANITARY SEW R PIPE ShAII BE P01 YNN)2 GY/LMOE (PVC) RUBBER GASKETEO ASTm D 30.34, SOR .35, C900, GYP DUCALE IRON CLASS 50 SANITARY SENER FORCE MAIN TO BE 6YMENT LINED DUCALE IRAN PIPE CONFORMING TO LA TEST RENSIOW AF AWWA C110 & C111, THICKNESS CL. 52 17 IN UNIMPROVED AREAS, MANHOLE TO EXTEND A MIN /MUM OF 6' AND A MAXIMUM OF 18" ABOVE FINISHED GRADE. IN PA WD AREAS, COVER MUST SL OPE IN ALL D/RFCAOWS TO MA TOY PA ONG. 18 ALL SAN /TARP SENER IMPROWMENT'S SMALL BE aWSTRUCTFO IN ACCORDANCE iWTH 1HESE APPROVED PLANS. ANY OENA 1101V FROM THESE PLANS WLL REOUIRE APPROVAL FROUM THE ONIVER, ENGINEER AND APPROPR /A TF PUBLIC AGENCIES 19 L OCA ROWS OF ROAD& YS, BUILDINGS AND PARKING AREAS SHOWN HEREON ARE APPROX/MA TE: fOR DIMENSIONED L OCA 770IV5 OF THESE /MPROVFMENT5, REFER TO THE ARCH /T 5CTURAL SITE PLAN. IMPROVEMENT AND STRUCTURE L ACA 776W5 SHALL BE FIELD SET BY THE ENGINEER AS REOIU /RED. 20 ALL MANHOLES SHALL BE PER THE CITY OYr RENA9N STANDARDS AND SPEC /FICA77OVS. ALL MANHOLES SHALL HA W A MINIMUM 0.10 FOOT TO MAXIMUM 1.0 FOOT ORCP BETlf££N INWFRT IN AND INVERT OUT. ALL MANHOLE CODERS SHALL BE AD,! 570 TO FINISH GRADE PAP /OR TO FINAL PAVING OR LANDSCAPING 21. ALL TRENCH 8ACKf7LL SHALL BE COMPACTED TO AT LEAST 95X OF THE MAXIMUM DRY DENSITY PER A57M 0- 1557 -70 (MODIFIED PROCTOR), f6F ME FIRST THREE FEET ABOVE THE PIPE. THE REMAINING BACKFILL MAY BE TO 90X IF NOT IN AN AREA OF fU1URE PAVEMENT GYP STRUCTURAL FILL. TRENCH 8ACKf7LL AND COWPAMW -WALL BE CWPLETFO PRIOR TO TF'SANG LAVES FOR LEAKAGE 22 ALL SIDE SEWERS S hALL BE A MINIMUM 6" 06AME7FR AND HALF A MINIMUM S O°E OF 2 OX PROjD£RTY/l01 C1A'PNERS AND10R BU/LDYNG LOC4 /76 WS AND f7NIV GRADES SHALL B£ ESTABLI9VfD /N THE FIELD PR/AR TO ANY SEWER C1 r.YVSII PUC770V 9OIE- SENER TEE STA XWS ARE REfERENCED fR6 W THE NEAREST DOWSTIPEAM MANHOLE. THE COV7RACT 5F SHALL MAINTAIN ACCURA IF AS -BUIL T RECWDS OF ALL .90E- SENER LOICA AGWS. ALL SSW . SEWERS SHALL 8f TESTED AT THE TAI/E OF MAIN LOW )T'SANG. Pf1oE MA IFR/AL 9YALL AE C901D F07 XPPIS OWR 15. 23 #MERE A ILA TER MAIN 0P0SSES ABOVE' 7hf .S4N 1TART SWR, AND LESS THAN J19" OF WRIICAL CLEARANCE fxsrs &TNEEN Tt/E Tw aF SENER AND B mov OF WA TER A/A/N, THE SENER S IYALL 6QF COVSTR/CIFD OR REMSTRUCIFO I NIH OW& E MW PM°F (CLASS 50) f OR A MINIMUM H6ffZ W TAL UYSTANar 6F 10' ov FACYV sw or TTY' WA TER MAN 09MK 24 SANITARY' SENER MAIN LMS (8" UAA/ETFR AA(O LARLYR) SHALL MOT b F 0267 PWTV ANr a a2-R MAN 10 FEET 70 ANY Brif aWG OF 5 fEET AO ANY CA~T. 255 hfN' G~CnWS TO f,VS! 'NG FALWWS 9VALL flf SEALED 6FT MY71 WS WAS{/ C&6rR flQV IS fw#gw0, TEsmv,, aEAwo AMV ACCEPTED. ALL CWSfflW 110V OEM AlA7 WATER MALL ELF RMOWD PI' a? 10 WMG W .SEAL. ALL 1T•SIAMC 9YALL ELF OV W PlW&DAVE AF A WY OF RMW NS SCAN 26: PfiW A0 ACCRPTAN(T OF CMffl i flQV AN914F 15WAAiX Or OrL7PAMCY PLFRA a �/S7APNf!?�P- CE7PIAR 'D AS -TMiNC T MAMINZ MUST ELF M'PARED 6F ALL SWrARr SENER FAAC/TiLrS 27 AVSTALL FALL RlESIRA/NT SI' )W /N ALL sAmrARr SENER AIAmna oiu .,v f11rT AETP. f'&L AIFSIRmr SrSlw 9MLL 6Lr *5i'ff TRACT aAIIB/MG AAV FALL A?0lT'ClVV S)' EM AS MA/N'i1FACAWD 8r ULLER FALL PROIT'C70V . SEC. 15, TWP. 23 N.. RGE. 5 E.. W.M. 60" ALL OWABLE MAX. FOR CAST IROW PIPE 6P DUCTILE /RAN PIPE. CGW(.J?flE BL ApONC � MAN Z5 6" SJ'DE OUTLET TEE SENER MAIN CGWCRETE BLOCK /NG ANOLF `O AF TEE AT MAIN 0 W 25' ffl" �. •• taw• ou 1 MA �RE1� 8� IN CON 2Z M/N SL A°E NA4/ZLWTAL SENER MA IN 7 MICA I SIDE S£NFR El VA 176W NOTE• UNLESS OTHERfWSE SHOW OW PLAN, 57OF SENER SHALL HAVE A MINIMUM 4' CODER AT PROPERTY LINE 09 J -5' LONER THAN THE IONFST HOUSE ELEVA AAN, NI•I/CHEVFR /S L 0 W UNLESS 07H£RN/S£ APP40D£D BY THE CITY, MAKE TAP THROUGH CAST dPQV SADDLE SECURED TO .SANER MAIN NIIH STAINLESS SIE£C BANDS MHEN CLWNECANC NEW 510£ SFNERS TO EX/SANG AIA /N. NIR /F7fD LYAY, PLAIN AND RElNFA4CE0 CGWCRE7£ D. /. PIPE AND C. /. PIPE SEN£R MA /NS ARE TO BE CORE DRILLED SIDE SEWER DETAIL -11 1 -1/4" NO SCALE 1„ 10" 9" 8- j 4 PIP /,2„ 314" SQUARES SPACED - 314" AS /ND /CA TD - HT. 1/8" r 1" RAISE -1/2" WIDE BORDER 5/8" 8„ 4„ CAST IRON RING AND C kff ZWNOT T. IN UN /MPROkED AREAS POUR I' O'p THICK 2" 0" SOIUARE CANCRETZ; CLASS .30101 PAD AROUND RING AND COkER. IN ASPHAL T ROADWAYS RESTO t - AROIUND CLEAN0117 RING AND W kff AS REONRED BY STANDARD DETAIL DRAINNG 8R.36. ROLL 2 0 0 RIW I 10' MIN 6" BUILDING SEN£R PIPE ME NTH 6" SID£ OUTLET I CLEANOUT -SEE DETAIL LEFT 2'x 4 " STUD SERME MARKER PAINT UPPER PARAGW W17F AND LABEL "SLFNER" NIIH ,3" HIGH BLACK LEI71R5 #PAP A HIRE AROUND INE PIPE, EXTEND IT TO FINISH GRADE AND ATTACH IT TO 7H£ 2x4" STUD. SIDE SEWER DEM IZ, -/ NO SCALE 9' n„ 6 /NCH OR 8 /NCH CLEAN-011T NOT 10 MALE FR 0'61 MOP TAA 17LZET 6 NOTFS- MANHOLE fRPAME AND G00£9 SEE XA HONG 6D'P29 ADJJS7ii /ENT (4 ` MIN.) RUBBER GASKETED ,.QN75 M/ ACCORDANCE KITH A57M 0- -44J STEPS - J14 ` DEFORMED BAR STEPS 99ALL BE INCLUDED CONCRETE" RISER BY PIPE ANC., GYP APPRM 0 MIAL. MAX. PIPE S✓ZE - 21 " /. D. LADDER -SID. AL IAVINUM OR GAL VAN /ZED STEEL CGWCRETF 90F PRECAST BASE SECAAN GYP CAST IN SHELF. 1. STEPS TO BE J14 I DET OCMEO BAR GAL VAN/ZED SAFETY STEPS 09 EOUAL. 2 STEEPS ARE TO BE IN PLACE BEFORE MANHOLE SECAGWS f ARE INSTAL LED. ' ONCRETE J CASA E NG TO B PER DIRANING 8R29 'LASS 3000 4. MANHOLE SECTIONS TO BE GF REINFORCED PRECAST CGWCRETF 5 ALL uONTS SHALL BE GROUTED. 6 o SURFACES, INCLUDING CHANNELING, COA TED (SEALED) Of CL WASSER MC- CGWSEAL GYP APPROVED EQUAL; V) Q RUBBER GASKETFO oONT'S SHALL BE IN COWFORMANCE- w o 8 CHANNEL HEIGHT 9YALL BE A MIN /MUM OF 314 THE IN-0C Q DIAMETER AF THE LARGEST PIPE. 9. x or m 0 Z � w SA NITA R Y SEWER NOTES 1. ALL lN7RK AlA AERIAL S SHALL &r AV LtiWfL14A/ANC£ MI/H W STANDARDS AND VF67Y7l.A710V.S 6F ME CYTY a RENT6W UTILITY DrEPAR7MENT AND THE LATEST EaY1XYV OF THE MSDOT/APWA STANDARDS AND SOMI ICA AGWS. 2 THE HOURS aF RWK IN THE STREET R/GHI -Or- WA Y SMALL BF LIM I TED 70 8- JO AM TO J JO PM AN NFEKDAYS UNLESS OTHERWISE APPROVED IN ORITING BY 7HE 9fPAR7kFVT GIB' PUBLIC # RKS AT 425 -4JO -7200 ALL STREET aomRES PARTIAL GYP fULL, SHALL BE APPROVED BY THE DEPARTMENT OF PURL IC N37RKS 24 HOURS IN ADVANCE. THE PAC /GE DEPAR 1 A/ENT, fRRE DEPAR7MENT, AND 911 SIML L BE N077RED 24 HOURS IN ADVANCE. J ALL COWSTRUCAON SHALL BE IN ACCORDANCE INTH "STANDARD 9 YCIRCA AG WS FOR MUNIaPAI PURL /C #VRKS COWSTRUCIIOW" PREPARED BY THE WASHINGTON STATE CHAPTER AMERICAN PUBLIC 0WKS ASSOC/A 77ON (APWA), LA TEST F91 MV AND THE aTY OF RENTON STANDARD SPECIFICA 770W5 4 ALL L OCA ROWS OF EX/SANG UTILITIES SHOW ARE APPROXIMA T AND I T SY/AL L BE THE COW TRACTOR S RESPOWS /B /LITY TO WRIFY THE TRUE AND CORRECT LOCA 776W SO AS TO A M DAMAGE OR DISTURBANCE. 5. A PRE- CONSTRUC776W CONFERENCE AND A 24 HOUR NOTICE SHALL BE REYXIIRED PRIOR TO 57AR77NG NEW CONSTRUCTION. IT SHALL BE THE CLWTRACMRS' RESPANSIB/L/TY TO SECURE ALL NECESSARY PERMITS PRIOR TO STAR77NG CAVSTRUCAON. (INSPECAOV WLL B£ ACCUWPL /SHED BY A REPRESENTA 17W OF THE CITY OF RENTUM) /T SHALL BE THE CONTRACTOR 5 RESPONSIBILITY 70 NOAFY TIIE- UALITY DEPARTii /ENT 24 HOURS IN ADVANCE OF BACKF/LL/NG ALL CaVSTRUCAAN. 6 CONTRACTOR /S 50LEL Y RESPONSIBLE FOQ THE MEANS, METHODS AND SEQUENCES OF CONSIRUCAOW AND FOR THE SAFETY OF WWKERS AND OTHERS GYV THE COWSIRUCAOV SITE 7 IT SHALL BE THE RESPONS /B /L /TY OF THE CaV TRACTZ7R 70 619TAIN STREET USE AND ANY OTHER RELA TD PERMITS PRIOR TO ANY CANS77PUCl76W 8 PLANS APPROWD BY THE CITY OF RENTON PUBLIC N47RKS 9EPAR7M[-NT SHALL TAKE PRECEDENCE OkfR ALL OTHER PLANS. 9 A COPY OF THESE APPR01E"D PLANS MUST BE OV THE" 517E #HENEkfR CONSTRUCAON /S /N PROGRESS. 10 THE CONTRACTOR SHALL PRONDE IH£ CITY OF RENTOV iWTH AN AS -BOIL T DRAWING OF THE SANITARY SENF-R SYSTEM NH /CH HAS BEEN STAMPED BY A LICENSED PRAFESS✓ONAI ENGINEER OR LICENSED PROFESS IONAL SURVFYOIR. 11. BACKFILL SHALL BE PLACED EMAIL Y OW BOTH SDES AF THE PIPE IN LAYERS KITH A LDOSE AW -RAGE DEPTH OF 6 INCHES, MAXIMUM DEP1H OF 8 INCHES IHOROUGHL Y TAMPING EACH LA YER TO 95X OF MAXIMUM DENS /TY. THESE COMPACTT"D LA YT`RS MUST EXIFND FOR AVE PIPE DIAMETER ON EACH 510E OF THE PIPE OR TO THE S /DE OF THE TRENCH. MA TFR /A15 TO CAWPLEIF THE FILL 0IfR THE PIPE SHALL BE INE SAME AS DESCRIBED. 12 OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES AV EX/SANG IRA vFLED ROADWA Y SHALL BE BACKF/LLED WITH CRUSHED ROCK AND MZrOYANICALL r COMPACTED. CUTS INTO EXISTING ASPHAL T SHALL BE NEA TZINE CUT WAIL A SAW IN A COW ANUAUS LINE. A TEMPORARY C01 MIX PA TCH MUST BE PLACED IMMEDIA TEL Y AFTER BACKF /LL AND CClVPAC770V. A PERMANENT HOT MIX PA TCH SHALL BE PLACED WTHIN 10 DAYS AND 9YALL BE PER CURRENT CITY OF RENMN STANDARDS. IJ DA TUM SHALL BE CITY AF RENTON, NAM 1988 (METERS) AND NAD 198.1/1991 (METERS) 14. ALL D /STURBED AREAS SHALL BE SEEDED ANO MUL CHED 6R 0 ThS9NSE 5TA81L0D TO THE SAWACTTAV OF THE DEPARTMENT FAR THE PREVFNAGW OF OW -SITE EROSION AF1FR THE C6WPLE7IAN OF CON577PUC17ON. 15. Al L PIPE AND APPUR IFNANCES SHALL BE LAID AV A PRA°ETPL Y PREPARED FOUNDA 77ON IN ACCORDANCE W T Y SECPON 7- 02 .x(1) OF THE CURRENT STA TE OF WASHINGTON STANDARD SPECIFICA 170W5 FAR ROAD AND BRIDGE CON57RIJC776W. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE Too OF THE FOUNDA776W MA 1FRIAL AS NFLI AS PLACEMENT AND C6WPAC776W OF REOUIRED BEODING MATFRIAI TO UN /FORM GRADE SO THAT THE EN ARE LENGTH OF PIPE WILL BE 5UPPOR459 GW A UN/FORML Y DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRA WFL 6" ABOVE AND BEL 0W INE PIPE. 16 SANITARY SEW R PIPE ShAII BE P01 YNN)2 GY/LMOE (PVC) RUBBER GASKETEO ASTm D 30.34, SOR .35, C900, GYP DUCALE IRON CLASS 50 SANITARY SENER FORCE MAIN TO BE 6YMENT LINED DUCALE IRAN PIPE CONFORMING TO LA TEST RENSIOW AF AWWA C110 & C111, THICKNESS CL. 52 17 IN UNIMPROVED AREAS, MANHOLE TO EXTEND A MIN /MUM OF 6' AND A MAXIMUM OF 18" ABOVE FINISHED GRADE. IN PA WD AREAS, COVER MUST SL OPE IN ALL D/RFCAOWS TO MA TOY PA ONG. 18 ALL SAN /TARP SENER IMPROWMENT'S SMALL BE aWSTRUCTFO IN ACCORDANCE iWTH 1HESE APPROVED PLANS. ANY OENA 1101V FROM THESE PLANS WLL REOUIRE APPROVAL FROUM THE ONIVER, ENGINEER AND APPROPR /A TF PUBLIC AGENCIES 19 L OCA ROWS OF ROAD& YS, BUILDINGS AND PARKING AREAS SHOWN HEREON ARE APPROX/MA TE: fOR DIMENSIONED L OCA 770IV5 OF THESE /MPROVFMENT5, REFER TO THE ARCH /T 5CTURAL SITE PLAN. IMPROVEMENT AND STRUCTURE L ACA 776W5 SHALL BE FIELD SET BY THE ENGINEER AS REOIU /RED. 20 ALL MANHOLES SHALL BE PER THE CITY OYr RENA9N STANDARDS AND SPEC /FICA77OVS. ALL MANHOLES SHALL HA W A MINIMUM 0.10 FOOT TO MAXIMUM 1.0 FOOT ORCP BETlf££N INWFRT IN AND INVERT OUT. ALL MANHOLE CODERS SHALL BE AD,! 570 TO FINISH GRADE PAP /OR TO FINAL PAVING OR LANDSCAPING 21. ALL TRENCH 8ACKf7LL SHALL BE COMPACTED TO AT LEAST 95X OF THE MAXIMUM DRY DENSITY PER A57M 0- 1557 -70 (MODIFIED PROCTOR), f6F ME FIRST THREE FEET ABOVE THE PIPE. THE REMAINING BACKFILL MAY BE TO 90X IF NOT IN AN AREA OF fU1URE PAVEMENT GYP STRUCTURAL FILL. TRENCH 8ACKf7LL AND COWPAMW -WALL BE CWPLETFO PRIOR TO TF'SANG LAVES FOR LEAKAGE 22 ALL SIDE SEWERS S hALL BE A MINIMUM 6" 06AME7FR AND HALF A MINIMUM S O°E OF 2 OX PROjD£RTY/l01 C1A'PNERS AND10R BU/LDYNG LOC4 /76 WS AND f7NIV GRADES SHALL B£ ESTABLI9VfD /N THE FIELD PR/AR TO ANY SEWER C1 r.YVSII PUC770V 9OIE- SENER TEE STA XWS ARE REfERENCED fR6 W THE NEAREST DOWSTIPEAM MANHOLE. THE COV7RACT 5F SHALL MAINTAIN ACCURA IF AS -BUIL T RECWDS OF ALL .90E- SENER LOICA AGWS. ALL SSW . SEWERS SHALL 8f TESTED AT THE TAI/E OF MAIN LOW )T'SANG. Pf1oE MA IFR/AL 9YALL AE C901D F07 XPPIS OWR 15. 23 #MERE A ILA TER MAIN 0P0SSES ABOVE' 7hf .S4N 1TART SWR, AND LESS THAN J19" OF WRIICAL CLEARANCE fxsrs &TNEEN Tt/E Tw aF SENER AND B mov OF WA TER A/A/N, THE SENER S IYALL 6QF COVSTR/CIFD OR REMSTRUCIFO I NIH OW& E MW PM°F (CLASS 50) f OR A MINIMUM H6ffZ W TAL UYSTANar 6F 10' ov FACYV sw or TTY' WA TER MAN 09MK 24 SANITARY' SENER MAIN LMS (8" UAA/ETFR AA(O LARLYR) SHALL MOT b F 0267 PWTV ANr a a2-R MAN 10 FEET 70 ANY Brif aWG OF 5 fEET AO ANY CA~T. 255 hfN' G~CnWS TO f,VS! 'NG FALWWS 9VALL flf SEALED 6FT MY71 WS WAS{/ C&6rR flQV IS fw#gw0, TEsmv,, aEAwo AMV ACCEPTED. ALL CWSfflW 110V OEM AlA7 WATER MALL ELF RMOWD PI' a? 10 WMG W .SEAL. ALL 1T•SIAMC 9YALL ELF OV W PlW&DAVE AF A WY OF RMW NS SCAN 26: PfiW A0 ACCRPTAN(T OF CMffl i flQV AN914F 15WAAiX Or OrL7PAMCY PLFRA a �/S7APNf!?�P- CE7PIAR 'D AS -TMiNC T MAMINZ MUST ELF M'PARED 6F ALL SWrARr SENER FAAC/TiLrS 27 AVSTALL FALL RlESIRA/NT SI' )W /N ALL sAmrARr SENER AIAmna oiu .,v f11rT AETP. f'&L AIFSIRmr SrSlw 9MLL 6Lr *5i'ff TRACT aAIIB/MG AAV FALL A?0lT'ClVV S)' EM AS MA/N'i1FACAWD 8r ULLER FALL PROIT'C70V . SEC. 15, TWP. 23 N.. RGE. 5 E.. W.M. 60" ALL OWABLE MAX. FOR CAST IROW PIPE 6P DUCTILE /RAN PIPE. CGW(.J?flE BL ApONC � MAN Z5 6" SJ'DE OUTLET TEE SENER MAIN CGWCRETE BLOCK /NG ANOLF `O AF TEE AT MAIN 0 W 25' ffl" �. •• taw• ou 1 MA �RE1� 8� IN CON 2Z M/N SL A°E NA4/ZLWTAL SENER MA IN 7 MICA I SIDE S£NFR El VA 176W NOTE• UNLESS OTHERfWSE SHOW OW PLAN, 57OF SENER SHALL HAVE A MINIMUM 4' CODER AT PROPERTY LINE 09 J -5' LONER THAN THE IONFST HOUSE ELEVA AAN, NI•I/CHEVFR /S L 0 W UNLESS 07H£RN/S£ APP40D£D BY THE CITY, MAKE TAP THROUGH CAST dPQV SADDLE SECURED TO .SANER MAIN NIIH STAINLESS SIE£C BANDS MHEN CLWNECANC NEW 510£ SFNERS TO EX/SANG AIA /N. NIR /F7fD LYAY, PLAIN AND RElNFA4CE0 CGWCRE7£ D. /. PIPE AND C. /. PIPE SEN£R MA /NS ARE TO BE CORE DRILLED SIDE SEWER DETAIL -11 1 -1/4" NO SCALE 1„ 10" 9" 8- j 4 PIP /,2„ 314" SQUARES SPACED - 314" AS /ND /CA TD - HT. 1/8" r 1" RAISE -1/2" WIDE BORDER 5/8" 8„ 4„ CAST IRON RING AND C kff ZWNOT T. IN UN /MPROkED AREAS POUR I' O'p THICK 2" 0" SOIUARE CANCRETZ; CLASS .30101 PAD AROUND RING AND COkER. IN ASPHAL T ROADWAYS RESTO t - AROIUND CLEAN0117 RING AND W kff AS REONRED BY STANDARD DETAIL DRAINNG 8R.36. ROLL 2 0 0 RIW I 10' MIN 6" BUILDING SEN£R PIPE ME NTH 6" SID£ OUTLET I CLEANOUT -SEE DETAIL LEFT 2'x 4 " STUD SERME MARKER PAINT UPPER PARAGW W17F AND LABEL "SLFNER" NIIH ,3" HIGH BLACK LEI71R5 #PAP A HIRE AROUND INE PIPE, EXTEND IT TO FINISH GRADE AND ATTACH IT TO 7H£ 2x4" STUD. SIDE SEWER DEM IZ, -/ NO SCALE 9' n„ 6 /NCH OR 8 /NCH CLEAN-011T NOT 10 MALE FR 0'61 MOP TAA 17LZET 6 NOTFS- MANHOLE fRPAME AND G00£9 SEE XA HONG 6D'P29 ADJJS7ii /ENT (4 ` MIN.) RUBBER GASKETED ,.QN75 M/ ACCORDANCE KITH A57M 0- -44J STEPS - J14 ` DEFORMED BAR STEPS 99ALL BE INCLUDED CONCRETE" RISER BY PIPE ANC., GYP APPRM 0 MIAL. MAX. PIPE S✓ZE - 21 " /. D. LADDER -SID. AL IAVINUM OR GAL VAN /ZED STEEL CGWCRETF 90F PRECAST BASE SECAAN GYP CAST IN SHELF. 1. STEPS TO BE J14 I DET OCMEO BAR GAL VAN/ZED SAFETY STEPS 09 EOUAL. 2 STEEPS ARE TO BE IN PLACE BEFORE MANHOLE SECAGWS f ARE INSTAL LED. ' ONCRETE J CASA E NG TO B PER DIRANING 8R29 'LASS 3000 4. MANHOLE SECTIONS TO BE GF REINFORCED PRECAST CGWCRETF 5 ALL uONTS SHALL BE GROUTED. 6 o SURFACES, INCLUDING CHANNELING, COA TED (SEALED) /NTH A HIGH SGLIDS URETHANE COA ANG• WASSER MC- CGWSEAL GYP APPROVED EQUAL; V) 7 RUBBER GASKETFO oONT'S SHALL BE IN COWFORMANCE- � o 8 CHANNEL HEIGHT 9YALL BE A MIN /MUM OF 314 THE IN-0C DIAMETER AF THE LARGEST PIPE. 9. CaVNECAOWS TO MANHOLE SHALL BE MADE Z19NG 6PK or 0 f 0 Z � w SA NITA R Y SEWER NOTES 1. ALL lN7RK AlA AERIAL S SHALL &r AV LtiWfL14A/ANC£ MI/H W STANDARDS AND VF67Y7l.A710V.S 6F ME CYTY a RENT6W UTILITY DrEPAR7MENT AND THE LATEST EaY1XYV OF THE MSDOT/APWA STANDARDS AND SOMI ICA AGWS. 2 THE HOURS aF RWK IN THE STREET R/GHI -Or- WA Y SMALL BF LIM I TED 70 8- JO AM TO J JO PM AN NFEKDAYS UNLESS OTHERWISE APPROVED IN ORITING BY 7HE 9fPAR7kFVT GIB' PUBLIC # RKS AT 425 -4JO -7200 ALL STREET aomRES PARTIAL GYP fULL, SHALL BE APPROVED BY THE DEPARTMENT OF PURL IC N37RKS 24 HOURS IN ADVANCE. THE PAC /GE DEPAR 1 A/ENT, fRRE DEPAR7MENT, AND 911 SIML L BE N077RED 24 HOURS IN ADVANCE. J ALL COWSTRUCAON SHALL BE IN ACCORDANCE INTH "STANDARD 9 YCIRCA AG WS FOR MUNIaPAI PURL /C #VRKS COWSTRUCIIOW" PREPARED BY THE WASHINGTON STATE CHAPTER AMERICAN PUBLIC 0WKS ASSOC/A 77ON (APWA), LA TEST F91 MV AND THE aTY OF RENTON STANDARD SPECIFICA 770W5 4 ALL L OCA ROWS OF EX/SANG UTILITIES SHOW ARE APPROXIMA T AND I T SY/AL L BE THE COW TRACTOR S RESPOWS /B /LITY TO WRIFY THE TRUE AND CORRECT LOCA 776W SO AS TO A M DAMAGE OR DISTURBANCE. 5. A PRE- CONSTRUC776W CONFERENCE AND A 24 HOUR NOTICE SHALL BE REYXIIRED PRIOR TO 57AR77NG NEW CONSTRUCTION. IT SHALL BE THE CLWTRACMRS' RESPANSIB/L/TY TO SECURE ALL NECESSARY PERMITS PRIOR TO STAR77NG CAVSTRUCAON. (INSPECAOV WLL B£ ACCUWPL /SHED BY A REPRESENTA 17W OF THE CITY OF RENTUM) /T SHALL BE THE CONTRACTOR 5 RESPONSIBILITY 70 NOAFY TIIE- UALITY DEPARTii /ENT 24 HOURS IN ADVANCE OF BACKF/LL/NG ALL CaVSTRUCAAN. 6 CONTRACTOR /S 50LEL Y RESPONSIBLE FOQ THE MEANS, METHODS AND SEQUENCES OF CONSIRUCAOW AND FOR THE SAFETY OF WWKERS AND OTHERS GYV THE COWSIRUCAOV SITE 7 IT SHALL BE THE RESPONS /B /L /TY OF THE CaV TRACTZ7R 70 619TAIN STREET USE AND ANY OTHER RELA TD PERMITS PRIOR TO ANY CANS77PUCl76W 8 PLANS APPROWD BY THE CITY OF RENTON PUBLIC N47RKS 9EPAR7M[-NT SHALL TAKE PRECEDENCE OkfR ALL OTHER PLANS. 9 A COPY OF THESE APPR01E"D PLANS MUST BE OV THE" 517E #HENEkfR CONSTRUCAON /S /N PROGRESS. 10 THE CONTRACTOR SHALL PRONDE IH£ CITY OF RENTOV iWTH AN AS -BOIL T DRAWING OF THE SANITARY SENF-R SYSTEM NH /CH HAS BEEN STAMPED BY A LICENSED PRAFESS✓ONAI ENGINEER OR LICENSED PROFESS IONAL SURVFYOIR. 11. BACKFILL SHALL BE PLACED EMAIL Y OW BOTH SDES AF THE PIPE IN LAYERS KITH A LDOSE AW -RAGE DEPTH OF 6 INCHES, MAXIMUM DEP1H OF 8 INCHES IHOROUGHL Y TAMPING EACH LA YER TO 95X OF MAXIMUM DENS /TY. THESE COMPACTT"D LA YT`RS MUST EXIFND FOR AVE PIPE DIAMETER ON EACH 510E OF THE PIPE OR TO THE S /DE OF THE TRENCH. MA TFR /A15 TO CAWPLEIF THE FILL 0IfR THE PIPE SHALL BE INE SAME AS DESCRIBED. 12 OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES AV EX/SANG IRA vFLED ROADWA Y SHALL BE BACKF/LLED WITH CRUSHED ROCK AND MZrOYANICALL r COMPACTED. CUTS INTO EXISTING ASPHAL T SHALL BE NEA TZINE CUT WAIL A SAW IN A COW ANUAUS LINE. A TEMPORARY C01 MIX PA TCH MUST BE PLACED IMMEDIA TEL Y AFTER BACKF /LL AND CClVPAC770V. A PERMANENT HOT MIX PA TCH SHALL BE PLACED WTHIN 10 DAYS AND 9YALL BE PER CURRENT CITY OF RENMN STANDARDS. IJ DA TUM SHALL BE CITY AF RENTON, NAM 1988 (METERS) AND NAD 198.1/1991 (METERS) 14. ALL D /STURBED AREAS SHALL BE SEEDED ANO MUL CHED 6R 0 ThS9NSE 5TA81L0D TO THE SAWACTTAV OF THE DEPARTMENT FAR THE PREVFNAGW OF OW -SITE EROSION AF1FR THE C6WPLE7IAN OF CON577PUC17ON. 15. Al L PIPE AND APPUR IFNANCES SHALL BE LAID AV A PRA°ETPL Y PREPARED FOUNDA 77ON IN ACCORDANCE W T Y SECPON 7- 02 .x(1) OF THE CURRENT STA TE OF WASHINGTON STANDARD SPECIFICA 170W5 FAR ROAD AND BRIDGE CON57RIJC776W. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE Too OF THE FOUNDA776W MA 1FRIAL AS NFLI AS PLACEMENT AND C6WPAC776W OF REOUIRED BEODING MATFRIAI TO UN /FORM GRADE SO THAT THE EN ARE LENGTH OF PIPE WILL BE 5UPPOR459 GW A UN/FORML Y DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRA WFL 6" ABOVE AND BEL 0W INE PIPE. 16 SANITARY SEW R PIPE ShAII BE P01 YNN)2 GY/LMOE (PVC) RUBBER GASKETEO ASTm D 30.34, SOR .35, C900, GYP DUCALE IRON CLASS 50 SANITARY SENER FORCE MAIN TO BE 6YMENT LINED DUCALE IRAN PIPE CONFORMING TO LA TEST RENSIOW AF AWWA C110 & C111, THICKNESS CL. 52 17 IN UNIMPROVED AREAS, MANHOLE TO EXTEND A MIN /MUM OF 6' AND A MAXIMUM OF 18" ABOVE FINISHED GRADE. IN PA WD AREAS, COVER MUST SL OPE IN ALL D/RFCAOWS TO MA TOY PA ONG. 18 ALL SAN /TARP SENER IMPROWMENT'S SMALL BE aWSTRUCTFO IN ACCORDANCE iWTH 1HESE APPROVED PLANS. ANY OENA 1101V FROM THESE PLANS WLL REOUIRE APPROVAL FROUM THE ONIVER, ENGINEER AND APPROPR /A TF PUBLIC AGENCIES 19 L OCA ROWS OF ROAD& YS, BUILDINGS AND PARKING AREAS SHOWN HEREON ARE APPROX/MA TE: fOR DIMENSIONED L OCA 770IV5 OF THESE /MPROVFMENT5, REFER TO THE ARCH /T 5CTURAL SITE PLAN. IMPROVEMENT AND STRUCTURE L ACA 776W5 SHALL BE FIELD SET BY THE ENGINEER AS REOIU /RED. 20 ALL MANHOLES SHALL BE PER THE CITY OYr RENA9N STANDARDS AND SPEC /FICA77OVS. ALL MANHOLES SHALL HA W A MINIMUM 0.10 FOOT TO MAXIMUM 1.0 FOOT ORCP BETlf££N INWFRT IN AND INVERT OUT. ALL MANHOLE CODERS SHALL BE AD,! 570 TO FINISH GRADE PAP /OR TO FINAL PAVING OR LANDSCAPING 21. ALL TRENCH 8ACKf7LL SHALL BE COMPACTED TO AT LEAST 95X OF THE MAXIMUM DRY DENSITY PER A57M 0- 1557 -70 (MODIFIED PROCTOR), f6F ME FIRST THREE FEET ABOVE THE PIPE. THE REMAINING BACKFILL MAY BE TO 90X IF NOT IN AN AREA OF fU1URE PAVEMENT GYP STRUCTURAL FILL. TRENCH 8ACKf7LL AND COWPAMW -WALL BE CWPLETFO PRIOR TO TF'SANG LAVES FOR LEAKAGE 22 ALL SIDE SEWERS S hALL BE A MINIMUM 6" 06AME7FR AND HALF A MINIMUM S O°E OF 2 OX PROjD£RTY/l01 C1A'PNERS AND10R BU/LDYNG LOC4 /76 WS AND f7NIV GRADES SHALL B£ ESTABLI9VfD /N THE FIELD PR/AR TO ANY SEWER C1 r.YVSII PUC770V 9OIE- SENER TEE STA XWS ARE REfERENCED fR6 W THE NEAREST DOWSTIPEAM MANHOLE. THE COV7RACT 5F SHALL MAINTAIN ACCURA IF AS -BUIL T RECWDS OF ALL .90E- SENER LOICA AGWS. ALL SSW . SEWERS SHALL 8f TESTED AT THE TAI/E OF MAIN LOW )T'SANG. Pf1oE MA IFR/AL 9YALL AE C901D F07 XPPIS OWR 15. 23 #MERE A ILA TER MAIN 0P0SSES ABOVE' 7hf .S4N 1TART SWR, AND LESS THAN J19" OF WRIICAL CLEARANCE fxsrs &TNEEN Tt/E Tw aF SENER AND B mov OF WA TER A/A/N, THE SENER S IYALL 6QF COVSTR/CIFD OR REMSTRUCIFO I NIH OW& E MW PM°F (CLASS 50) f OR A MINIMUM H6ffZ W TAL UYSTANar 6F 10' ov FACYV sw or TTY' WA TER MAN 09MK 24 SANITARY' SENER MAIN LMS (8" UAA/ETFR AA(O LARLYR) SHALL MOT b F 0267 PWTV ANr a a2-R MAN 10 FEET 70 ANY Brif aWG OF 5 fEET AO ANY CA~T. 255 hfN' G~CnWS TO f,VS! 'NG FALWWS 9VALL flf SEALED 6FT MY71 WS WAS{/ C&6rR flQV IS fw#gw0, TEsmv,, aEAwo AMV ACCEPTED. ALL CWSfflW 110V OEM AlA7 WATER MALL ELF RMOWD PI' a? 10 WMG W .SEAL. ALL 1T•SIAMC 9YALL ELF OV W PlW&DAVE AF A WY OF RMW NS SCAN 26: PfiW A0 ACCRPTAN(T OF CMffl i flQV AN914F 15WAAiX Or OrL7PAMCY PLFRA a �/S7APNf!?�P- CE7PIAR 'D AS -TMiNC T MAMINZ MUST ELF M'PARED 6F ALL SWrARr SENER FAAC/TiLrS 27 AVSTALL FALL RlESIRA/NT SI' )W /N ALL sAmrARr SENER AIAmna oiu .,v f11rT AETP. f'&L AIFSIRmr SrSlw 9MLL 6Lr *5i'ff TRACT aAIIB/MG AAV FALL A?0lT'ClVV S)' EM AS MA/N'i1FACAWD 8r ULLER FALL PROIT'C70V . SEC. 15, TWP. 23 N.. RGE. 5 E.. W.M. 60" ALL OWABLE MAX. FOR CAST IROW PIPE 6P DUCTILE /RAN PIPE. CGW(.J?flE BL ApONC � MAN Z5 6" SJ'DE OUTLET TEE SENER MAIN CGWCRETE BLOCK /NG ANOLF `O AF TEE AT MAIN 0 W 25' ffl" �. •• taw• ou 1 MA �RE1� 8� IN CON 2Z M/N SL A°E NA4/ZLWTAL SENER MA IN 7 MICA I SIDE S£NFR El VA 176W NOTE• UNLESS OTHERfWSE SHOW OW PLAN, 57OF SENER SHALL HAVE A MINIMUM 4' CODER AT PROPERTY LINE 09 J -5' LONER THAN THE IONFST HOUSE ELEVA AAN, NI•I/CHEVFR /S L 0 W UNLESS 07H£RN/S£ APP40D£D BY THE CITY, MAKE TAP THROUGH CAST dPQV SADDLE SECURED TO .SANER MAIN NIIH STAINLESS SIE£C BANDS MHEN CLWNECANC NEW 510£ SFNERS TO EX/SANG AIA /N. NIR /F7fD LYAY, PLAIN AND RElNFA4CE0 CGWCRE7£ D. /. PIPE AND C. /. PIPE SEN£R MA /NS ARE TO BE CORE DRILLED SIDE SEWER DETAIL -11 1 -1/4" NO SCALE 1„ 10" 9" 8- j 4 PIP /,2„ 314" SQUARES SPACED - 314" AS /ND /CA TD - HT. 1/8" r 1" RAISE -1/2" WIDE BORDER 5/8" 8„ 4„ CAST IRON RING AND C kff ZWNOT T. IN UN /MPROkED AREAS POUR I' O'p THICK 2" 0" SOIUARE CANCRETZ; CLASS .30101 PAD AROUND RING AND COkER. IN ASPHAL T ROADWAYS RESTO t - AROIUND CLEAN0117 RING AND W kff AS REONRED BY STANDARD DETAIL DRAINNG 8R.36. ROLL 2 0 0 RIW I 10' MIN 6" BUILDING SEN£R PIPE ME NTH 6" SID£ OUTLET I CLEANOUT -SEE DETAIL LEFT 2'x 4 " STUD SERME MARKER PAINT UPPER PARAGW W17F AND LABEL "SLFNER" NIIH ,3" HIGH BLACK LEI71R5 #PAP A HIRE AROUND INE PIPE, EXTEND IT TO FINISH GRADE AND ATTACH IT TO 7H£ 2x4" STUD. SIDE SEWER DEM IZ, -/ NO SCALE 9' n„ 6 /NCH OR 8 /NCH CLEAN-011T NOT 10 MALE FR 0'61 MOP TAA 17LZET 6 NOTFS- MANHOLE fRPAME AND G00£9 SEE XA HONG 6D'P29 ADJJS7ii /ENT (4 ` MIN.) RUBBER GASKETED ,.QN75 M/ ACCORDANCE KITH A57M 0- -44J STEPS - J14 ` DEFORMED BAR STEPS 99ALL BE INCLUDED CONCRETE" RISER BY PIPE ANC., GYP APPRM 0 MIAL. MAX. PIPE S✓ZE - 21 " /. D. LADDER -SID. AL IAVINUM OR GAL VAN /ZED STEEL CGWCRETF 90F PRECAST BASE SECAAN GYP CAST IN SHELF. 1. STEPS TO BE J14 I DET OCMEO BAR GAL VAN/ZED SAFETY PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWFR 6ONTS SA NMARYMANHOLE TYPICAL DETAIL- NOT TO SCALE RECOMMENDED FOR APPROVAL Br DA >F:• 2--04-06 p gy DA IT.- CORE14711 NE 29M Plow S,,;h 101 N1bww, WoM�irpron 98007 4ss.aes.7an Fax 425.885.7963 DESIGN ENGINEERING PLANNING SURVEYING SANIrARYSEWER DErAILS CM AW2*W c-D :T.32cmS'os • i ,..,, STEPS 09 EOUAL. 2 STEEPS ARE TO BE IN PLACE BEFORE MANHOLE SECAGWS ARE INSTAL LED. ' ONCRETE J CASA E NG TO B PER DIRANING 8R29 'LASS 3000 4. MANHOLE SECTIONS TO BE GF REINFORCED PRECAST CGWCRETF 5 ALL uONTS SHALL BE GROUTED. 6 SANITARY SANER MANHOLES SHALL HA IMF ALL AVTER/OR SURFACES, INCLUDING CHANNELING, COA TED (SEALED) /NTH A HIGH SGLIDS URETHANE COA ANG• WASSER MC- CGWSEAL GYP APPROVED EQUAL; COL CR OF COA 11NG SHALL BE NHIIE 7 RUBBER GASKETFO oONT'S SHALL BE IN COWFORMANCE- iNTH ASTM C -44J 8 CHANNEL HEIGHT 9YALL BE A MIN /MUM OF 314 THE IN-0C DIAMETER AF THE LARGEST PIPE. 9. CaVNECAOWS TO MANHOLE SHALL BE MADE Z19NG 6PK ADAPTOR, KOR -N --VEAL 80075 OR APPROPF9 EQUAL. PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWFR 6ONTS SA NMARYMANHOLE TYPICAL DETAIL- NOT TO SCALE RECOMMENDED FOR APPROVAL Br DA >F:• 2--04-06 p gy DA IT.- CORE14711 NE 29M Plow S,,;h 101 N1bww, WoM�irpron 98007 4ss.aes.7an Fax 425.885.7963 DESIGN ENGINEERING PLANNING SURVEYING SANIrARYSEWER DErAILS CM AW2*W c-D :T.32cmS'os • i ,..,, i 1 9 a i 0 w a� _a wz Qo z U f�: !1 r • � Q bt • O V) ME SEESHEETCZ 02 I S 1" = 40 0 20 40 80 . H , 3 s t Yn i fr f w c� Z 1. Z� rr r f I r i �m V • O V) ME SEESHEETCZ 02 I S 1" = 40 0 20 40 80 . H , 3 's -32v5 SCANNED MAY 4 120% ROL` L 20.2 FR 03G •i" ■iii JOEY MAP Mv�. 'a s p PA -TV-Ml- 0 r 6F RIENTOW - NA 198 HASIS OF BEARINGS heM3718-& ACQVC 1NE NEST LANE NN7' /4 -wC7/GW 15 -23 -5 BEIMEEN p7Y OF IP£IY2W CAV7RCX Pp1V75 r}r/SO.i & / 478 BENCHMARKS.- sm 1/2V" COPPER POV IN CASEO COWC MOO I TH£ INIERSM70V NE 4IH ST & UNION A W S£, aTY OIL RLNNTGW COW IROC PONT i 1503 = ELEV. 401.02 W 12 114' 9 Y0ME POW IN CAS£D C6 WC MCC o TH£ hV IFRSWCnaV SW X0 PC & thVO V APE S£, QTY AF R£NTON CIG VNa POINT/ 478 ELEV. 391.02 LEGEND PROPOSED STCarPI/ DRAIN -- -- — PRGpzw SHINITARYSENER ------------------ PRO V50 WA 1FR .--- -- --.-_- RECOMMENDED FOR APPROVAL BY DA 7E- BY DA IE.• BY DA lE.• 1471) NE 29th Place Suite 101 Bellevue, Washington 98007 DESIGN 425.885.7877 Fox 425.885.7963 ENGINEERING - PLANNING - SURVEYING 3 Z�5as SCANNED OCT 8 8 2005 COMPOSITE 11TA. ITY PUN '0 '10 14 s t i fr f w c� Z 1. rr r f I r i 's -32v5 SCANNED MAY 4 120% ROL` L 20.2 FR 03G •i" ■iii JOEY MAP Mv�. 'a s p PA -TV-Ml- 0 r 6F RIENTOW - NA 198 HASIS OF BEARINGS heM3718-& ACQVC 1NE NEST LANE NN7' /4 -wC7/GW 15 -23 -5 BEIMEEN p7Y OF IP£IY2W CAV7RCX Pp1V75 r}r/SO.i & / 478 BENCHMARKS.- sm 1/2V" COPPER POV IN CASEO COWC MOO I TH£ INIERSM70V NE 4IH ST & UNION A W S£, aTY OIL RLNNTGW COW IROC PONT i 1503 = ELEV. 401.02 W 12 114' 9 Y0ME POW IN CAS£D C6 WC MCC o TH£ hV IFRSWCnaV SW X0 PC & thVO V APE S£, QTY AF R£NTON CIG VNa POINT/ 478 ELEV. 391.02 LEGEND PROPOSED STCarPI/ DRAIN -- -- — PRGpzw SHINITARYSENER ------------------ PRO V50 WA 1FR .--- -- --.-_- RECOMMENDED FOR APPROVAL BY DA 7E- BY DA IE.• BY DA lE.• 1471) NE 29th Place Suite 101 Bellevue, Washington 98007 DESIGN 425.885.7877 Fox 425.885.7963 ENGINEERING - PLANNING - SURVEYING 3 Z�5as SCANNED OCT 8 8 2005 COMPOSITE 11TA. ITY PUN '0 '10 14 O e 4 � y W F � 0. � � V � o0 z q 211 C r M r- 0 h P r 0 0 a (14 0 H C4 on C4 8 z O V) 0! F� , STA. 0* 00.00 N.E. 151 R. = /NT;V STA. 6479.18 DUVALL AIDE: N.E. 57A 124 84.65 k f. 1ST ST. = INT :V STA. 44994? ndimia" ., N SEE SHEET C7 as SEC. 15, TWP. 23 N., RGE. 5 E.,'W.M. ROLL 20It 2 252.4 j . �._�` ,, ` ` ..� l /'�,••.i. ice.. h SCALE: 40' 0 20 40 80 f y 1 252.73 ' 1 r 128 't 127 t i , 12f _ was 2 1 � 1� �■■■ ■ ■■ KEY MAP r. ` 'r = 'Wr DA TUM.- CITY OF MENTGW - RAW 191AB BASIS OF AYEA RINGS a0057287,- ,uavc 7HE Wsr cam N#714 sECnav 15 -1J -5 6UNE£N d7Y QF RENTgY C6W7RYX RAW75 //56i & / 478 BENCHMAR/fS.• Bm /1 118" CA MR PUN IN CASED COWC AM O 7NE INIERSEMW N£ 4TH ST & UN16W A b£ SE, L77Y X REN70V CaVM POWVT j 1503 = ELEV. 401.02 BM 12 114" BRONZE PUN IN CASED OWC MW O THE 1N7ERSEC776N Z 2ND PL O UNION A W S , CI7Y 6r RENTm covm X PUNT / 478 = ELEV 391.02 kr LEGEND I 125 Ph WO- STO?A/ DRA /N >. PRGPOSED SANITARY St -HE R J �:; r►i cb ` PR POWD WA 7ER I 124 34 I 123 r J �. y '" r - 192 x '; 4 E -• .fir 4',9 SCANNED MAY 1 11006 a , ;e. 3 2 c. 5,2e. CANNED OCT x e 20M 32r,Sce. • I �F - : Ft037 J 'S-32�o507 RECOMMENDED FOR APPROVAL Yi- 8 DA 7F• 1- 8 Y.• DA TE.• °1'°` BY DA 1F• 14711 NE 29th Plots Suite 101 beHovue, Washington 98007 ,COItE I*zm 425.885.7877 Fox 425.885.7963 DESIGN ENGINEERING - PLANNING • SURVEYING COMPOSIAEUR1.17YPUN 0 0 h y h h 0 a- < w o x m C r M r- 0 h P r 0 0 a (14 0 H C4 on C4 8 z O V) 0! F� , STA. 0* 00.00 N.E. 151 R. = /NT;V STA. 6479.18 DUVALL AIDE: N.E. 57A 124 84.65 k f. 1ST ST. = INT :V STA. 44994? ndimia" ., N SEE SHEET C7 as SEC. 15, TWP. 23 N., RGE. 5 E.,'W.M. ROLL 20It 2 252.4 j . �._�` ,, ` ` ..� l /'�,••.i. ice.. h SCALE: 40' 0 20 40 80 f y 1 252.73 ' 1 r 128 't 127 t i , 12f _ was 2 1 � 1� �■■■ ■ ■■ KEY MAP r. ` 'r = 'Wr DA TUM.- CITY OF MENTGW - RAW 191AB BASIS OF AYEA RINGS a0057287,- ,uavc 7HE Wsr cam N#714 sECnav 15 -1J -5 6UNE£N d7Y QF RENTgY C6W7RYX RAW75 //56i & / 478 BENCHMAR/fS.• Bm /1 118" CA MR PUN IN CASED COWC AM O 7NE INIERSEMW N£ 4TH ST & UN16W A b£ SE, L77Y X REN70V CaVM POWVT j 1503 = ELEV. 401.02 BM 12 114" BRONZE PUN IN CASED OWC MW O THE 1N7ERSEC776N Z 2ND PL O UNION A W S , CI7Y 6r RENTm covm X PUNT / 478 = ELEV 391.02 kr LEGEND I 125 Ph WO- STO?A/ DRA /N >. PRGPOSED SANITARY St -HE R J �:; r►i cb ` PR POWD WA 7ER I 124 34 I 123 r J �. y '" r - 192 x '; 4 E -• .fir 4',9 SCANNED MAY 1 11006 a , ;e. 3 2 c. 5,2e. CANNED OCT x e 20M 32r,Sce. • I �F - : Ft037 J 'S-32�o507 RECOMMENDED FOR APPROVAL Yi- 8 DA 7F• 1- 8 Y.• DA TE.• °1'°` BY DA 1F• 14711 NE 29th Plots Suite 101 beHovue, Washington 98007 ,COItE I*zm 425.885.7877 Fox 425.885.7963 DESIGN ENGINEERING - PLANNING • SURVEYING COMPOSIAEUR1.17YPUN 0 0 STA. 0* 00.00 N.E. 151 R. = /NT;V STA. 6479.18 DUVALL AIDE: N.E. 57A 124 84.65 k f. 1ST ST. = INT :V STA. 44994? ndimia" ., N SEE SHEET C7 as SEC. 15, TWP. 23 N., RGE. 5 E.,'W.M. ROLL 20It 2 252.4 j . �._�` ,, ` ` ..� l /'�,••.i. ice.. h SCALE: 40' 0 20 40 80 f y 1 252.73 ' 1 r 128 't 127 t i , 12f _ was 2 1 � 1� �■■■ ■ ■■ KEY MAP r. ` 'r = 'Wr DA TUM.- CITY OF MENTGW - RAW 191AB BASIS OF AYEA RINGS a0057287,- ,uavc 7HE Wsr cam N#714 sECnav 15 -1J -5 6UNE£N d7Y QF RENTgY C6W7RYX RAW75 //56i & / 478 BENCHMAR/fS.• Bm /1 118" CA MR PUN IN CASED COWC AM O 7NE INIERSEMW N£ 4TH ST & UN16W A b£ SE, L77Y X REN70V CaVM POWVT j 1503 = ELEV. 401.02 BM 12 114" BRONZE PUN IN CASED OWC MW O THE 1N7ERSEC776N Z 2ND PL O UNION A W S , CI7Y 6r RENTm covm X PUNT / 478 = ELEV 391.02 kr LEGEND I 125 Ph WO- STO?A/ DRA /N >. PRGPOSED SANITARY St -HE R J �:; r►i cb ` PR POWD WA 7ER I 124 34 I 123 r J �. y '" r - 192 x '; 4 E -• .fir 4',9 SCANNED MAY 1 11006 a , ;e. 3 2 c. 5,2e. CANNED OCT x e 20M 32r,Sce. • I �F - : Ft037 J 'S-32�o507 RECOMMENDED FOR APPROVAL Yi- 8 DA 7F• 1- 8 Y.• DA TE.• °1'°` BY DA 1F• 14711 NE 29th Plots Suite 101 beHovue, Washington 98007 ,COItE I*zm 425.885.7877 Fox 425.885.7963 DESIGN ENGINEERING - PLANNING • SURVEYING COMPOSIAEUR1.17YPUN 0 0 r °S � 2 E - s SEC. 15 TWP. 23 N. RGE. 5 E.9 W.M. V .......... ..... .. ........... � I I I I i I I SCALE. 1 40 SWH 14 I SSUH 14A SSVH IJ 0 20 40 80 1 555�1H 12 .. ,� I I • STA. 15 +,5G� 5RT STA. 21 +2 5RT - STA. 18150, SHPT �" I I SAD. MH 48 / S - STA. 20 +12, 5RT ( STD. MH 48 / 6*4 1D MH 48 / STA. 20f 1s -9s 1._ ( n> : ' /P1�i1/ 40, 1`f. 2C7 Rl�i�l 40r7.T4�.� 9,,T��-�' . 62 N.E. 2ND ST SM. MH 48 / ! � ?: AYM J97./8f . 3� STA. ��f88 To 8 /E .39Si�t4 (E) (GYJT) 8' ;E .392.8 "(WJ (lN) ,wr)( srA. l2fs8J8 R1ll 39&7Rl- 6 - 8' /F MY. *A (w) (Otlr) '2I EL MA PL. N. 1. 8 /E . Jr.} - w /N Q� Ni. N- 2ND sr. - 8" IE J92. 58 (E) (OV7) (• J (J •GY. iNrx STA. r1f4f,2,7 8` /£ JM (OUT) :mac* - ( J ... , DUIIALL AVF. N£ CL 3w ' • � ..... ._......__.,...- ».„..._......_ _ _..._.,•.- ,_..-^.- •mow... , :., • �., .... .,.."•- «.,,»- .....,,,, •;} ~\ - _..... > �. 13 -- ff.3759 .. N88'1 8' a. q . •r .4- • • i +•:yytyyn 397 4 6 /E 6 rE WE W , Q I - _ 3979 W. ...._�'" � _ 398 7 ,, 1 ' <.` t.,\ 5 5 392.2 1r I x '+ [-� ( •�„ �'�- C14x x , o '► . FF 41x4.5 3 9,2.r 2 7 0 ... 3 o 74 75 -401.2 F 4066 .21 c FF fJ .6 F 407 VF 401 f• ............. .• � ,.e r I • ,� � I A t�. 77 I I claw SSMH I I _ I cL <, FF 40� 5 1 �� 134 n - I 84 83 1. 3 �`J I FF 401:5 STA 10 +9 +51 T t 8 2 7 9 s>D MH 48 / ' t �j fF 4047 FF 4x16.0 FF 407.6 FF 407.8 80 i = 6" lE I I .9�t# -.�jr .�s fF 407..3 , E , h'1�i{/ 3 SSMH 1 �C ......- fF 405 7 t ,.392.5 8 /E .�7. "(N /N ' STA. 5f�38 J2 _ ... - E ,387 QUT STA. 9f 14.39 392 5 Q--8" / . *' (S) ( ) STA. 5199, 5RT N, F- /ST CT. - S77J. MH 48'/ lNT X T y N.E. 1ST CT. - I 6" IF © I :� S A. 9f 11.22 /NT'X. STA. - ` s `A 39.31 W RIM 400 V 7- ! DU SAL L AVE N.E. 3f 18..32 " RMA AVE N.E. F % 8 3 8 /E 392.(DUTJ 6 /E _. 393.0 ! • 6" lE 6" /E _ "•. 402.0 1 \ w r 1, 3l � �2 3 .7 397. D / 6 lE t r. .- - - 3988 ' ,- -- ,- ,- ,39167 y .i FF402.2 _, -- 4- --- �� QQ.. V - x - - ro 394 0 �\ ; r 6" IE-- -- -- _ _ 6" lE I � � = � � � -- , � _ - _ � y' � � ..... � .39.3.4 € 16 � 395.5 396.9 6' E \ 6. /E �` -- r 13 cn y .985 J98.8 �' � � 8 8 6 ,. r X39 131 FF I v FF 404.5 i 8 7 88 FF 402 4 FF 405.9 � 406 i , x FF 407.0 FF 407.8 ! • *,. . 5 { LITY I i-AL { - • AC T .. ............ ...... EASEMENT RC. NO. 0 ! 00503240 0096 ` TRACT I Neal g'28-W 252.42 1 as - o W SSMH .9 SA EE C5. 02 ss�H 10 cl� < STA. 9 +09, 5RT STA. 10 +25 8 RT ti , x P� STD. MH 48 "0 STD. MH 4810 m RIM 401. M -7/7/1 , RIM .399. &-tZ • l/ 8' /E 386.44 w) (IN) 8' IE 387. � 8" lE 386.34 T ' SJ (� J 8 /E .387 03 (w) (01/ T) PnN R - 4 V - 0 c e_ .o o 0 o Of D� Q� N ' z 4 SCANNED MAY 12006 S 3t�.�'vtq SCANNED OCT Z I to SMILE. KEY MA P DA EUM.- C/T y a� Rf wav - NA VD 1988 rl�l ■ICI I I BASIS OF BEARINGS N0057'28'& ALOWG THE NEST LIME NW714 9-C770V 15-23-5 8UNE£N aTY CF RtN76W COWT a POINTS 0503 & f 478 BENCHMARKS.- Agm Aff 118" C09DER PIN IN CASED CO VC MOW O THE /NTERSECMW NE 47H ST & UNILW A IMF SE; CYTY GIB RMTLW CO KM POINT 1503 = ELEV 401.02 BM 12 1/4" 9?0ME RN IN CASED C0VC M6 a THE INTERS WT/GW SE 2ND PL & UNIOW A SE; 67 T 61r RENTOV CO Vffla POINT / 478 = ELEV. 391.01 RECOMMENDED FOR APPROVAL i BY DA T.- BY OA TF.• a -4 7 °"° BY DA TE• `1 -15 -05 1471 1 NE 29th Place Suite 101 8eil vue, Washington 98007 425.885.7877 Fox 425.885.7963 DESIGN (ENGINEERING • PLANNING • SURVEYING SA NITA R Y SEWER PLA N 0 cw r fiyaw 4cm , :r- 3e rasol 4 N w CIO o �i�N. 0 ao 1 a a �6 C d H h 0 h n n an h d n 8 Z0 s10>1zE a� : I �........ ...... . T !� SSUH 16 STA. 0*54 5PT Q+ STD. MH 48'r . - R /M 399.9.4 8" /E 391. G (E) (01 T) 19 I ' r STA. 0t 00.00 N.E. 1ST R. = iNT X. STA. 6t 79.18 I OUVALL A kt. N.E. J / F/y, SS/1#11 I uO STL? lvN .. 48 "0 RIM XXO( 8" fT .382. 05 (N) O C7 8" IL'- ,381. 6, STA. 12t84.65 &-4 r�-1 N.E 1St ST. = 0-11 F+�1 /NrX. STA: 4t99.42 DUVALL AIf N. f-. t � .... ....... ............. ..... l AIN -- --i- -- �. 65 2 S I..... r (7'J SSMH 5 � 39 I STA. 11f83 62T 5 MH 48 "r I RIM J97.5+9��lS! • d4 I } 8" 1E 382. ;(NE) (IN) 8 /E .382.66 (w) (OUT) I CIC M W ; Z a �I SSMH 1 � I w � Q STA. 0-f 88, 5Rr SID. MH 48 "r I RIM ift f5 s I >- 8" /E 384.19 (E) (IN) m 8" /F .384 09 (w) (OUT) I i ! 5L w rV VJ .. .. .. ..... w STA. 0f 0i0. 00 X SE 2ND ST. _ #Wr STA. 2*0000 OUVALL A& NT I �S'IU MH, 48 10 RIM 3.91.6 t� i9 !l ,3fI.3 h8 /IN/ 8~ IE' 38.3.58 (01.'li �1 z i SEC. 15, T WP. 23 N., RGE. 5 E., W.M. \ 4 391 ,. STA. 1 f44 52 7' I r .,.... SID. MH "r to r R1A/ 3918 83 , 8 /E . V(N, /N 92 .� ) O '� 3 91 385 (0VT) : r ff" 401Q 5 _ _ �. \ " : I m 8 /E �Z (S) fF 4171.4 fF 399.9 fF 400.8 I 14 ,. \ SCALE: 1 = 40' 39,8 .192.4 `± E ' 0 20 40 80 - - - - - - 391.5 39�Q 9 STA_ �t7s o� N -E- 1ST PL. w�WH L NVT"X. STA. 1 t 4.9.28 -- ...... IRMA AVE. NE STA. 9+14 51 T k � SID. MH 48 10 \ S M : s_ .. -- -- / 8' E 384ZW (N Q (N) JW.57(Ar) ' BpbC 8 o <... 1E X.:. ' = 3920 N88'21'05 "W A '/7 252.7.3 x 6m IF P . • /E - - - - - 6' /E 393 6 3929 s ...... .. ... 3913 '�, 390 9 - 96 - FF 402 6 Pr 401.. 97 ...•- i I f 128 fF 4W..3 I I fF 399 9 fF 400 8 130 29 ff 40 s -31 fF 40,E 6 FF 404.2 fF 405.1 " I \ 6 /E r 3955 I �' ;. -- r 6" /E ' 391.8 .--. -- -- - - __ - 394.6 �4, .- 3916.1 \`:\ �. -•f TRACT Q `� -- EX. 8 STUB 8 CLEANOUT PER \. - C.O.R. 7 80715' /E 392..30 .-- .."' ......,,. -------- �._.:� � ..._ .......... .- ` 10 :......... 8" /E JRJ 94 .,.. �M, 7 1 -Ul Ile Q5 ,, � 12 6 :y•. SSMH 4 - . 6 ,�g5. 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DATL/M.- CITY AF R£NTl,1V - NA 60 1988 BASIS OF BE4RINGS N095i2Bt ALLIMG THE NEST LMT£ NW714 SEC7I0V l5 -23-5 bF7NEFN d7Y A'' Rl7VIAV GLWIl1lX PQN75 /rte & j 47e BENCHMAR/fS.• ev ,{1 1118' caPMe RN IN cAsM ccwc MOv o ME Wt�esEcnav ME 41N ST & UNAGiV A SF, pTY OF RENIAV CGW7RQ PUNT / J503 = £LEV. 401.02 RM r /w' BRaWE AN IN ce � WD cavc ,vav o M iivTEREcnav sE 1N0 Pt & UN/0W Ali' SE, pTY LIB R£NIGW CAYIRQ! PUNT j 478 = ELEV..i91.0? AS-BU /1T RECOMMENDED FOR APPROVAL ` BY DA TE.•_ BY.• 4- -Adw -- DATE.• :-r �-�•s � 12-64-06--'-1 BY DA 7F- 1-15-05 14711 NE 29th Place Suite 101 Bellevue, Washington 98007 425.885.78-17 fox 425.885.7963 DESIGN ENGINEERING • PLANNING - SURVEYING SANITARYSEWER PLAN Cw x4 • . 'SCANNED OCT 2 8 M �► S JZ'�5o.2 0205M 02 ~ * If F0541)ZE -S ; c -n 8 ~ w y � O Vi '4: N M � � F F 6 it r Q * . . . _ . . . . . . le ,,� �} 8 ~ w y � O Vi '4: N M � � F F 6 it r Q Q E b n 3 n 0 C4 C4 on C4 0 kh h w 0 0 Ln CY \1 o z SEC. 15, TWP. 23 N.. RGE. 5 E.. 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"s . . . . . f . . . . . . . . . . . . . . . . . . . ............ ......... ... _��' `�± ........ . . . . . . . . _ . . . . _ . . . . . . . . . . . . . . . . . . ........ ::'� _ ....... . . ....... 390 ...... ..... ....... ...... 390 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... ... ..... . ......... L� r� . . _ .................. ............... ........... ................ .... ..... ............... ......... . ... ... .. ........................... ........ .................... ... ... .- L C anis �F 8 C � 90n � 9z ;......... ......... ..... .... ........ ::: :: ::: ::..... J85 _. _ ..... _... _ _ .......... ..................... .............. J85;...... ... - -.... ....... logo ... 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SCALE.• 1 "= 5' iar��D.MMr �i X006 !+a S. sz"5/o j c�a s 3rloso3 0205M 21 SCAMEO OCT t a 1005 r i • r • It N M Ltl w A 0 Ott a 9 P a a M IV O U1 P b h C Z) cr on O cv O tr -17cs40)z4 s - ct=) w � o � Z Op Z y I I s r C� e `+J d w � o � Z Op Z y I I s r lillim h WQ ell \1 z SEC. 15, TWP. 23 N., RGE. 5 E.. W.M. 410 ......... ......... ... ..... ........ ..... ......... ......... ................... ....................................... ...... ........... I ......... ....... ........ .... ......... ............. ...... ...... ........ ................... .......... .............. ......... ....... ......................... ..... ........... .................. .................................. ........... ......................... .................................. ............ .......................... ....... 410 ......... ............................ .................... 1 ............ ..................... .............. ....................... ................ ............. .................... ....... ................. ...... ...... ........... ......... ....................................... ................................... .............. ........................ 405 ....... ................. ............................................. .......................... .. ........ ................. 405 .......................... . _ _ .... .................. ......... ......... ................... ...... ...... ................... ......... ... ................... ....... ......... ......... ......... ................... ......... : ......... � ... ....... .............. ......... ......... ...... : - .......... ......... ......... ......... ......... ......... ........ . ......... ......... ................... ......... ... ............... ......... ...... : : : : : : : : . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . G"AQf TyP : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . - . - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - . . . ... . . . . . . . ._ - - . . . . . . . . . . . . . . . . . . . . .. ... ......... . . . . . . . . . . . . . . . . . . . ' . . . . . . . . . . . . . . . . . . . . . . . . Boa . . . . . . . . . . . . . . . 400 ..... .......: ....... ....._......._.. ' _. .... .......................... ....... ............................... ....... �- • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . !! / . . . . . . . . — — -- _.... g-. ;.,..... ..- - - - -.. ..- _ __ — _..�� €......... ......... ,.395 aos r _ t ...... - I - : yn ...... ............ ---- ........... .. .. 11 J95 �n :.. 1_ _ . ..... .. .. .. , j ' ........ .............................. ................. - . . . . . . . . . . . . . . . . . . . . yam. /y ...� _ 7 �"P € . . r 99 . . . ... . . . . . . . . . , . . _ . . . . . . . . . . . . . . . . . _ � , . j : i 390 , ......... ......... ...... ......... .. ..... ... _ _.._:.:. 1. •$ ......... ...... . ......... Y € '�. . . vC ........ Ii 8'' ......... ......... ...... fl l ... ....... - . ......... ........ ...... .. ... _ _. .................. ................ ............... 385 .... �:I ! .. -. - : . . fg ............. ....... ....................... .......... ................................ ....... ....... -- ..... .. .... :.. ..................... ....................................... ........... ........................... .T ................. f ............ �.. ... ...... ......... ........ ..... ; B �' - / /gyp •�G3 35�LF ......... . ...... ..... - -.. �i/ATr,Y� 8'pVC ..... . ......... ._. _:_ .... ......... £X. S1U8 �2 X50 - J ......... /E 38,E g1 . ........ :: : : : :: ::.... . . .... ......... .. ..... ......... ...... . 380 ... ......... .... ...... *� ..................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : .:...:...:...:...:...: .:. :.. .:.......:...:.......= ..._...:. ....................... :.. .:...:...;...;...:...:...:...:. :. :.. .:_..:..- :.....- .......,..._ -.. :.. .:...:- ..;...;...:...;...:..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... A/A Tt',�1 : ::::::: ::::: :: :: : ::::: ::::::: : :: £XS ..... . ... ................ -_ . ........ -- •...... - -. ...... . ......... :. ...... ::::::: :: ::: :. •� lE .�82. Jo ...... .. ...- ........ b II '� a t- �.` . . . . . . . . . . . . . . . . . . . . . . . . . . . . . !` '� !� ` . . . . . . . . . : - . . . . . . 375 �..ti �' jam\ t E �"4 ! }�� a �� . . . . . �rl .^� . . . : t .....�.. -� ........ J75 1� .... In .- ..._.... - - - - �I%� ��►•• ��_ `� ! 1 ! \ - `► �n�! : : : : ::: �:�: : : : :- : - :- : : :: : : :I �.! t l�� ► . . . . . . . . . . . . . . . . . . V !*4 0 `� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . .... ............................... D o : : : : : :: : : : : : : : : : : :. . . . . . . . . ... . . . . . . : : : . : : : : : : : •• - - - . . . . . . ! lr ,t !l�,►�,' i - - - ` € �c. ......... ..... ......... ......... '� Cp p �? C ... QO �O �. ; �° �; `'► �O ' '"� �•• �1D ` •., qy .� �,, `� .� ... r. . . . . . . . . . AN :,� tT : •.: :'"� '"'� :,� �"? irj 1\ R� : ' .� �`u i Cy "'i : 'w O .,: . . . . . . Q i . . . . aGj ti•� Q1 r... t,. �A �`4A 4? aA Cam: b X11 -hl �:••: c?j q4 ►�:^: . . . . . c�i' �1 � . . . . . . �r . . . . . . . . . . . . . ►.� . . . . ° . . . . . . .. ' ' "� . . . . . . ' . . . . . . . . . . M3 : ' � v- : "� � `r' : � ' � . . . . . . ,ta l � , ; U, d'? � a? ` Cy Ct, �? g v�4 0 ...... 1 .. ....... ......... ........ ....... ................... . 3 ; - I - . . . . . . . .. . . . . . . . . . . . . . . . . . I . . . . SE 2ndST NY ....... ................. . ...... .. ......... ......... E,1,st S'T. ::::::::: ....._... ..- -. - - -- ...... :: :::: :::: ::::::::: :::::: ::: :::: .. _ ... _ ... ............................... ..............._........ :::: : ::: : :::: :::: : :::::::: ::::::::: :::: ::::: ::::::::: ......... i .. ..... - -.. _- • -..... ......... .......... ....................................... ....................... ............. . ............... ............................. ............ ..................................... ......... ........ ...... .......... ......... ...... .. ...... ....... ................... ......... :: :: :: : : : :: :: : : : : : : : : : : : : : . . . . . . . . : : : : : : : : : : : : : : : : : :: :: :: :: :: :: : : : : : : : : : : :: : : : : : : : : : : : : : : : : : : : : : . . . . . . - - : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : . ... . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - _ - . 41 D . . . . . . .......... ............ .__ ......... . ......... . . . . . . . . .... ............................... .................................... ....................................... ......... . ........... _ - ......... ......... ... _ . . . . . . . . . . . . . . . . . . . . . .............. ................ ......... ......... ......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... ......... . . . 405 . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... . . . . . . . . . ....... . . . . . . . . . . . . . . . . - - . . . . . . . . . . . . . . . . .. .......... ...... ..... . . . . . . . . . . . . . .. ...... ............ . ............ ....... ...... ......... .... :..... ...:...:. :. :...:...:.............. . . . . . . . . . ......... ................ : . . = ..- ..:._.......:...:...:. :............................. . .......... . . ........................ ................................. .. .. ............................... .................. .... . . . ..... . . . . . . . . . . . . . . . . . . - - . . . . . . . ......... .. .......... . ......... ......... ......... ......... ......... ......... ......... ......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / . . . . . ... . . . . . . . . . . . . . . . . . . . - - - . . . . . . ........ ......... ......... ......... . . . . . . . . ......... ......... ........ . . . . . . . . . . . . . . . . . . . . . . . . ..... ............... ......... .......... ......... ........... .... ......... ......... . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . 4D o .......... - - - ...... ......... ......... .................................................... . ........................... ........... ....................................... ................................. ..................................... ....................................... ....................................... ................................ ...... ........................... ....... ...... ..... . ..... .......... ............ ..... ......... . ......... ... ..... ... ...... �. € _� i 7 . . . . . . . . . . . . . .. ........ . . . . . . . . . . . : i . . . : _ . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . dop 395 �. ........ ......... ......... ... ........................ ............ .................... . ....... _ . . t •S : j, _ ................. .............,......... ° �................... f n. - ......... ......... ... .. .... ...... ..... - ......... ......... ......... ........... . i �. ...... ,. _......... ......... :: ::::: ......... :::::: ::: :::.... . . . . . . . . . E �: ... . . . . . . . . . . . . . . . . . . 390 7 _ ... . ... .................. ,. i , _.. _. c..... . _ E- _ ............................... € . . . . . . . . . . . . - . - - 7 € -€ - : . t.i . .. sAlwrt •'a : s- 3z� s�i sc�O OCT 28 m ox5a5z2 CO M t 1 Z `+J h lillim h WQ ell \1 z SEC. 15, TWP. 23 N., RGE. 5 E.. W.M. 410 ......... ......... ... ..... ........ ..... ......... ......... ................... ....................................... ...... ........... I ......... ....... ........ .... ......... ............. ...... ...... ........ ................... .......... .............. ......... ....... ......................... ..... ........... .................. .................................. ........... ......................... .................................. ............ .......................... ....... 410 ......... ............................ .................... 1 ............ ..................... .............. ....................... ................ ............. .................... ....... ................. ...... ...... ........... ......... ....................................... ................................... .............. ........................ 405 ....... ................. ............................................. .......................... .. ........ ................. 405 .......................... . _ _ .... .................. ......... ......... ................... ...... ...... ................... ......... ... ................... ....... ......... ......... ......... ................... ......... : ......... � ... ....... .............. ......... ......... ...... : - .......... ......... ......... ......... ......... ......... ........ . ......... ......... ................... ......... ... ............... ......... ...... : : : : : : : : . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . G"AQf TyP : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . - . - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - . . . ... . . . . . . . ._ - - . . . . . . . . . . . . . . . . . . . . .. ... ......... . . . . . . . . . . . . . . . . . . . ' . . . . . . . . . . . . . . . . . . . . . . . . Boa . . . . . . . . . . . . . . . 400 ..... .......: ....... ....._......._.. ' _. .... .......................... ....... ............................... ....... �- • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . !! / . . . . . . . . — — -- _.... g-. ;.,..... ..- - - - -.. ..- _ __ — _..�� €......... ......... ,.395 aos r _ t ...... - I - : yn ...... ............ ---- ........... .. .. 11 J95 �n :.. 1_ _ . ..... .. .. .. , j ' ........ .............................. ................. - . . . . . . . . . . . . . . . . . . . . yam. /y ...� _ 7 �"P € . . r 99 . . . ... . . . . . . . . . , . . _ . . . . . . . . . . . . . . . . . _ � , . j : i 390 , ......... ......... ...... ......... .. ..... ... _ _.._:.:. 1. •$ ......... ...... . ......... Y € '�. . . vC ........ Ii 8'' ......... ......... ...... fl l ... ....... - . ......... ........ ...... .. ... _ _. .................. ................ ............... 385 .... �:I ! .. -. - : . . fg ............. ....... ....................... .......... ................................ ....... ....... -- ..... .. .... :.. ..................... ....................................... ........... ........................... .T ................. f ............ �.. ... ...... ......... ........ ..... ; B �' - / /gyp •�G3 35�LF ......... . ...... ..... - -.. �i/ATr,Y� 8'pVC ..... . ......... ._. _:_ .... ......... £X. S1U8 �2 X50 - J ......... /E 38,E g1 . ........ :: : : : :: ::.... . . .... ......... .. ..... ......... ...... . 380 ... ......... .... ...... *� ..................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : .:...:...:...:...:...: .:. :.. .:.......:...:.......= ..._...:. ....................... :.. .:...:...;...;...:...:...:...:. :. :.. .:_..:..- :.....- .......,..._ -.. :.. .:...:- ..;...;...:...;...:..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... A/A Tt',�1 : ::::::: ::::: :: :: : ::::: ::::::: : :: £XS ..... . ... ................ -_ . ........ -- •...... - -. ...... . ......... :. ...... ::::::: :: ::: :. •� lE .�82. Jo ...... .. ...- ........ b II '� a t- �.` . . . . . . . . . . . . . . . . . . . . . . . . . . . . . !` '� !� ` . . . . . . . . . : - . . . . . . 375 �..ti �' jam\ t E �"4 ! }�� a �� . . . . . �rl .^� . . . : t .....�.. -� ........ J75 1� .... In .- ..._.... - - - - �I%� ��►•• ��_ `� ! 1 ! \ - `► �n�! : : : : ::: �:�: : : : :- : - :- : : :: : : :I �.! t l�� ► . . . . . . . . . . . . . . . . . . V !*4 0 `� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . .... ............................... D o : : : : : :: : : : : : : : : : : :. . . . . . . . . ... . . . . . . : : : . : : : : : : : •• - - - . . . . . . ! lr ,t !l�,►�,' i - - - ` € �c. ......... ..... ......... ......... '� Cp p �? C ... QO �O �. ; �° �; `'► �O ' '"� �•• �1D ` •., qy .� �,, `� .� ... r. . . . . . . . . . AN :,� tT : •.: :'"� '"'� :,� �"? irj 1\ R� : ' .� �`u i Cy "'i : 'w O .,: . . . . . . Q i . . . . aGj ti•� Q1 r... t,. �A �`4A 4? aA Cam: b X11 -hl �:••: c?j q4 ►�:^: . . . . . c�i' �1 � . . . . . . �r . . . . . . . . . . . . . ►.� . . . . ° . . . . . . .. ' ' "� . . . . . . ' . . . . . . . . . . M3 : ' � v- : "� � `r' : � ' � . . . . . . ,ta l � , ; U, d'? � a? ` Cy Ct, �? g v�4 0 ...... 1 .. ....... ......... ........ ....... ................... . 3 ; - I - . . . . . . . .. . . . . . . . . . . . . . . . . . I . . . . SE 2ndST NY ....... ................. . ...... .. ......... ......... E,1,st S'T. ::::::::: ....._... ..- -. - - -- ...... :: :::: :::: ::::::::: :::::: ::: :::: .. _ ... _ ... ............................... ..............._........ :::: : ::: : :::: :::: : :::::::: ::::::::: :::: ::::: ::::::::: ......... i .. ..... - -.. _- • -..... ......... .......... ....................................... ....................... ............. . ............... ............................. ............ ..................................... ......... ........ ...... .......... ......... ...... .. ...... ....... ................... ......... :: :: :: : : : :: :: : : : : : : : : : : : : : . . . . . . . . : : : : : : : : : : : : : : : : : :: :: :: :: :: :: : : : : : : : : : : :: : : : : : : : : : : : : : : : : : : : : : . . . . . . - - : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : . ... . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - _ - . 41 D . . . . . . .......... ............ .__ ......... . ......... . . . . . . . . .... ............................... .................................... ....................................... ......... . ........... _ - ......... ......... ... _ . . . . . . . . . . . . . . . . . . . . . .............. ................ ......... ......... ......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... ......... . . . 405 . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... . . . . . . . . . ....... . . . . . . . . . . . . . . . . - - . . . . . . . . . . . . . . . . .. .......... ...... ..... . . . . . . . . . . . . . .. ...... ............ . ............ ....... ...... ......... .... :..... ...:...:. :. :...:...:.............. . . . . . . . . . ......... ................ : . . = ..- ..:._.......:...:...:. :............................. . .......... . . ........................ ................................. .. .. ............................... .................. .... . . . ..... . . . . . . . . . . . . . . . . . . - - . . . . . . . ......... .. .......... . ......... ......... ......... ......... ......... ......... ......... ......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / . . . . . ... . . . . . . . . . . . . . . . . . . . - - - . . . . . . ........ ......... ......... ......... . . . . . . . . ......... ......... ........ . . . . . . . . . . . . . . . . . . . . . . . . ..... ............... ......... .......... ......... ........... .... ......... ......... . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . 4D o .......... - - - ...... ......... ......... .................................................... . ........................... ........... ....................................... ................................. ..................................... ....................................... ....................................... ................................ ...... ........................... ....... ...... ..... . ..... .......... ............ ..... ......... . ......... ... ..... ... ...... �. € _� i 7 . . . . . . . . . . . . . .. ........ . . . . . . . . . . . : i . . . : _ . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . dop 395 �. ........ ......... ......... ... ........................ ............ .................... . ....... _ . . t •S : j, _ ................. .............,......... ° �................... f n. - ......... ......... ... .. .... ...... ..... - ......... ......... ......... ........... . i �. ...... ,. _......... ......... :: ::::: ......... :::::: ::: :::.... . . . . . . . . . E �: ... . . . . . . . . . . . . . . . . . . 390 7 _ ... . ... .................. ,. i , _.. _. c..... . _ E- _ ............................... € . . . . . . . . . . . . - . - - 7 € -€ - : . t.i . .. sAlwrt •'a : s- 3z� s�i sc�O OCT 28 m ox5a5z2 CO M t 1 Z h WQ ell \1 z SEC. 15, TWP. 23 N., RGE. 5 E.. W.M. 410 ......... ......... ... ..... ........ ..... ......... ......... ................... ....................................... ...... ........... I ......... ....... ........ .... ......... ............. ...... ...... ........ ................... .......... .............. ......... ....... ......................... ..... ........... .................. .................................. ........... ......................... .................................. ............ .......................... ....... 410 ......... ............................ .................... 1 ............ ..................... .............. ....................... ................ ............. .................... ....... ................. ...... ...... ........... ......... ....................................... ................................... .............. ........................ 405 ....... ................. ............................................. .......................... .. ........ ................. 405 .......................... . _ _ .... .................. ......... ......... ................... ...... ...... ................... ......... ... ................... ....... ......... ......... ......... ................... ......... : ......... � ... ....... .............. ......... ......... ...... : - .......... ......... ......... ......... ......... ......... ........ . ......... ......... ................... ......... ... ............... ......... ...... : : : : : : : : . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . G"AQf TyP : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . - . - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - . . . ... . . . . . . . ._ - - . . . . . . . . . . . . . . . . . . . . .. ... ......... . . . . . . . . . . . . . . . . . . . ' . . . . . . . . . . . . . . . . . . . . . . . . Boa . . . . . . . . . . . . . . . 400 ..... .......: ....... ....._......._.. ' _. .... .......................... ....... ............................... ....... �- • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . !! / . . . . . . . . — — -- _.... g-. ;.,..... ..- - - - -.. ..- _ __ — _..�� €......... ......... ,.395 aos r _ t ...... - I - : yn ...... ............ ---- ........... .. .. 11 J95 �n :.. 1_ _ . ..... .. .. .. , j ' ........ .............................. ................. - . . . . . . . . . . . . . . . . . . . . yam. /y ...� _ 7 �"P € . . r 99 . . . ... . . . . . . . . . , . . _ . . . . . . . . . . . . . . . . . _ � , . j : i 390 , ......... ......... ...... ......... .. ..... ... _ _.._:.:. 1. •$ ......... ...... . ......... Y € '�. . . vC ........ Ii 8'' ......... ......... ...... fl l ... ....... - . ......... ........ ...... .. ... _ _. .................. ................ ............... 385 .... �:I ! .. -. - : . . fg ............. ....... ....................... .......... ................................ ....... ....... -- ..... .. .... :.. ..................... ....................................... ........... ........................... .T ................. f ............ �.. ... ...... ......... ........ ..... ; B �' - / /gyp •�G3 35�LF ......... . ...... ..... - -.. �i/ATr,Y� 8'pVC ..... . ......... ._. _:_ .... ......... £X. S1U8 �2 X50 - J ......... /E 38,E g1 . ........ :: : : : :: ::.... . . .... ......... .. ..... ......... ...... . 380 ... ......... .... ...... *� ..................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : .:...:...:...:...:...: .:. :.. .:.......:...:.......= ..._...:. ....................... :.. .:...:...;...;...:...:...:...:. :. :.. .:_..:..- :.....- .......,..._ -.. :.. .:...:- ..;...;...:...;...:..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... A/A Tt',�1 : ::::::: ::::: :: :: : ::::: ::::::: : :: £XS ..... . ... ................ -_ . ........ -- •...... - -. ...... . ......... :. ...... ::::::: :: ::: :. •� lE .�82. Jo ...... .. ...- ........ b II '� a t- �.` . . . . . . . . . . . . . . . . . . . . . . . . . . . . . !` '� !� ` . . . . . . . . . : - . . . . . . 375 �..ti �' jam\ t E �"4 ! }�� a �� . . . . . �rl .^� . . . : t .....�.. -� ........ J75 1� .... In .- ..._.... - - - - �I%� ��►•• ��_ `� ! 1 ! \ - `► �n�! : : : : ::: �:�: : : : :- : - :- : : :: : : :I �.! t l�� ► . . . . . . . . . . . . . . . . . . V !*4 0 `� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . .... ............................... D o : : : : : :: : : : : : : : : : : :. . . . . . . . . ... . . . . . . : : : . : : : : : : : •• - - - . . . . . . ! lr ,t !l�,►�,' i - - - ` € �c. ......... ..... ......... ......... '� Cp p �? C ... QO �O �. ; �° �; `'► �O ' '"� �•• �1D ` •., qy .� �,, `� .� ... r. . . . . . . . . . AN :,� tT : •.: :'"� '"'� :,� �"? irj 1\ R� : ' .� �`u i Cy "'i : 'w O .,: . . . . . . Q i . . . . aGj ti•� Q1 r... t,. �A �`4A 4? aA Cam: b X11 -hl �:••: c?j q4 ►�:^: . . . . . c�i' �1 � . . . . . . �r . . . . . . . . . . . . . ►.� . . . . ° . . . . . . .. ' ' "� . . . . . . ' . . . . . . . . . . M3 : ' � v- : "� � `r' : � ' � . . . . . . ,ta l � , ; U, d'? � a? ` Cy Ct, �? g v�4 0 ...... 1 .. ....... ......... ........ ....... ................... . 3 ; - I - . . . . . . . .. . . . . . . . . . . . . . . . . . I . . . . SE 2ndST NY ....... ................. . ...... .. ......... ......... E,1,st S'T. ::::::::: ....._... ..- -. - - -- ...... :: :::: :::: ::::::::: :::::: ::: :::: .. _ ... _ ... ............................... ..............._........ :::: : ::: : :::: :::: : :::::::: ::::::::: :::: ::::: ::::::::: ......... i .. ..... - -.. _- • -..... ......... .......... ....................................... ....................... ............. . ............... ............................. ............ ..................................... ......... ........ ...... .......... ......... ...... .. ...... ....... ................... ......... :: :: :: : : : :: :: : : : : : : : : : : : : : . . . . . . . . : : : : : : : : : : : : : : : : : :: :: :: :: :: :: : : : : : : : : : : :: : : : : : : : : : : : : : : : : : : : : : . . . . . . - - : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : . ... . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - _ - . 41 D . . . . . . .......... ............ .__ ......... . ......... . . . . . . . . .... ............................... .................................... ....................................... ......... . ........... _ - ......... ......... ... _ . . . . . . . . . . . . . . . . . . . . . .............. ................ ......... ......... ......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... ......... . . . 405 . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... . . . . . . . . . ....... . . . . . . . . . . . . . . . . - - . . . . . . . . . . . . . . . . .. .......... ...... ..... . . . . . . . . . . . . . .. ...... ............ . ............ ....... ...... ......... .... :..... ...:...:. :. :...:...:.............. . . . . . . . . . ......... ................ : . . = ..- ..:._.......:...:...:. :............................. . .......... . . ........................ ................................. .. .. ............................... .................. .... . . . ..... . . . . . . . . . . . . . . . . . . - - . . . . . . . ......... .. .......... . ......... ......... ......... ......... ......... ......... ......... ......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / . . . . . ... . . . . . . . . . . . . . . . . . . . - - - . . . . . . ........ ......... ......... ......... . . . . . . . . ......... ......... ........ . . . . . . . . . . . . . . . . . . . . . . . . ..... ............... ......... .......... ......... ........... .... ......... ......... . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . 4D o .......... - - - ...... ......... ......... .................................................... . ........................... ........... ....................................... ................................. ..................................... ....................................... ....................................... ................................ ...... ........................... ....... ...... ..... . ..... .......... ............ ..... ......... . ......... ... ..... ... ...... �. € _� i 7 . . . . . . . . . . . . . .. ........ . . . . . . . . . . . : i . . . : _ . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . dop 395 �. ........ ......... ......... ... ........................ ............ .................... . ....... _ . . t •S : j, _ ................. .............,......... ° �................... f n. - ......... ......... ... .. .... ...... ..... - ......... ......... ......... ........... . i �. ...... ,. _......... ......... :: ::::: ......... :::::: ::: :::.... . . . . . . . . . E �: ... . . . . . . . . . . . . . . . . . . 390 7 _ ... . ... .................. ,. i , _.. _. c..... . _ E- _ ............................... € . . . . . . . . . . . . - . - - 7 € -€ - : . t.i . .. sAlwrt •'a : s- 3z� s�i sc�O OCT 28 m ox5a5z2 CO M t 1 Z