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Home My WebLink AboutzS-0127SetI a, 41 0/ ,%,I 02, r Iei V I C I NJ ITY MAP 9 1-7 to 18 1 rs L,851 T. 4� t2 ZO 15 21 G 14 22 1 7 15 d) 25 24 S. 174 !►T. 25 1 23 32 2G Z9 33 .30 34 27 'At 35 X, V2, S. M 5 i—SA ST. 40c, 41 42 4-3 ffomlo-Wol x-12 7 CITY OF RENTON ENGINEERING DEPARTMENT DATE FILE NO.---- DRAWZ�: SCALE Fi-LD 600�_PAG� CHECKED ROVED--- NO. REV:510N BY T�FP?R. DATE "PkR( MAN HO E N0. -5 STA.: T+ vk9— BK. STA. 7 sSS AHD. 3r-0 D 0 1.03 G +815 TEE -3 °DEEP So 20 TEE 7- DEEP 9 +7ro TEE Od N m D iv �8 "STUB NO. r ESMT. 30 "C.M.P. CULVERT m� �O° � 1 I 01 I 8" STUB NO. 4 EAST. I 1.03 G +815 TEE -3 °DEEP m m Ul u0 N m D iv m 73 • $ 98 m� 9° -G "GONG. PIPE � v% to I i LL I - 40 ao t 0 ON ! 'ON 0 In 15= ESMT. In 0 0) 0 408 N 7g• 8Z F mci m l9 A'I 2 %9 9l. Co +Gl= IEE -3 °- -DEEP S° - G "CONC. PIPE 0 0 o 67.87 EDGE OF W0005 i f pen 0) 0 6 I m 0� LL po 0 LP N nj (r 30 ° CONST. ESMT. 5 +45 TEE -Z° DEEP 9S- 6'CONC. PIPE 4 +44 TEE. - SS DEEP 9S- 6"CONC. PIPE MANHOLE. NO. Z STA.3 +815 3 +Gi 5 TEE 4° DEEP G°-- G,PIPE 30= CONST. ESMT. \ MANHOLE NO. 2 $ r-vTA. 2 +iI.S \ I 1 +78 TEE 5`- DEEP L +S4 TEE 5= DEEP CUI= ftVATE.D FIELD +00 g� N 102 ESMT. _ - -- o _ fl I m`� •'�•� '� �� i —= 6�- '� CAS - -= erO6 t .� 4. � 3 9- 37.71 PHAL -== T Z S @ps`TEE ul 10 O EEP QI O. 0 3Ei..6.. PIPE FWQ �,. J n col � 2 57 'I-EE {1 m il' LL X Od'm `F ° -DEE P . '• 0 O (D A m l0 58F 30= CONST. ESMT. 0 (q m a- So m� IOS ESMT. t2s 04 O *125 TEE 1!! G °DEEP 0 3621 � N IS 43.73 g I 12p.33 IS _ 125 N 34°-- 8 "COi+IC. PIPE 8 "x%' WYE AT END EX1ST. METRO MANHOLE RIS -tS. TIE -IN TO 8' STUB FACING NORTH. STA.0+•00. m m Ul u0 m O 73 • $ 98 m� a � i00.0© e09 �S •ti •� °° 1 10.41 - N 0 Nape 'ON 0 0 0 e In 0 404 75..9.9 F 0 408 N 7g• 8Z F m A,' ti m l9 x Q 60' 137.q,p 67.87 996 Q �GS,;,-_ Q Q MANHO Q a Q STA. 0 +70 40 0 Al In m49 0 1 41 5�� N 68.77E - 01 • 9 70448 +00 g� N 102 ESMT. _ - -- o _ fl I m`� •'�•� '� �� i —= 6�- '� CAS - -= erO6 t .� 4. � 3 9- 37.71 PHAL -== T Z S @ps`TEE ul 10 O EEP QI O. 0 3Ei..6.. PIPE FWQ �,. J n col � 2 57 'I-EE {1 m il' LL X Od'm `F ° -DEE P . '• 0 O (D A m l0 58F 30= CONST. ESMT. 0 (q m a- So m� IOS ESMT. t2s 04 O *125 TEE 1!! G °DEEP 0 3621 � N IS 43.73 g I 12p.33 IS _ 125 N 34°-- 8 "COi+IC. PIPE 8 "x%' WYE AT END EX1ST. METRO MANHOLE RIS -tS. TIE -IN TO 8' STUB FACING NORTH. STA.0+•00. 130 ° - -% "PIPE ENDS Io° E. OF CURB #,: ON N. LINE, 33°- G" PIPE OF EX. GB.- 0°- DEEP. S°- DEEP 36° -'PIPE ENDS 35 E.OF DRW'C. -Se DEEP 3 MANHOLE N0.4 � S. 172nd STA. t0 +Z8 10 +7Z5 TEE O S° DEEP EXIST. DITCH a 1 I I +37 TEE - S°- DEEP I IZ°-- -G "CONC. PIPE 11 +67 TEE 6� DEEP 3 2 Z02 ESMT'. IZ +ZO TEE - G°- DEEP S t. us IZ ° - -�o "GONG. PIPE I j,•1 ,N 3 d •�• 1 IZ +4( TEE -5= DEEP r r lZ° - 6 "CONC. PIPE o t3 +20 TEE 10°- DEEP C3 oSZ TEE -4 °- DEEP 3 «9'7 TEE 3 ••..•• (` 3= DEEP •• P•, IS-- G "CONC. PIPE ij SI = -moo "PIPE y 13 +9Z TEE MANHOLE NO.-7 t0= DEEP MANHOLE NO. rs TE -S - ® L+- • °•'•�• 4 =DEEP Ss STA. 14 +44' =} BK. S °-6 "PIPE ••.: F STA. Z +48 AHD 3605 I •• 5. ESMT. 77.7 S •'•�. LA 3= OEEPE CIO ` I 4p�- 6'PIPE 3 +0 7 TE E op a +9 \ I 417 PIPE 36 °- 6PIPE I ' 0 ..,•• 7G. Sq F• N I ' � I • 82.32 F m o V • •• 1 l o° oo ® _l m •'. I - < 2 (9 8 16 _- 0 33 ° -6 "PIPE 0 1 I ,� 7 =DEEP 0 z 36 -Z I lo°,QO / 83.5E F -- 159 ° -, _ � cam-• 01 I 266 °+ - Al 7- 6 DEEP 36 ° -- r- "PIPE I S °- DEEP J ° 1 SEWER &,S-BUtL-T 15AP d NO. REVISION BY 'I APF 12 13 N V SCALE I °= 50' EASEMENT AREA 1. STA. 0 +00 FOR TOPOG OF PLAT IS THE S.W. CORNER OF LOT 1. F ^ STA. 0 +00 FOR SEWER L9NIS LAYOUT IL� ON PLAty VIEW IS THE METRO MANHOLE. Z. IT `SHALL BE THE DUTY OF THE CONSTRUCTION INSPECTOR, BEFORE. INSTALLING TEES AND /OR STUBS, TO CONTACT THE PROPERTY OWNERS I AND VERIFY FOR EXACT LOCATION. ATTEINTlON : ALL WORK SHALL BE DONE IN ACCORDANCE WITH A.P.W.A. SPE.CIF-ICATION9. S -fZ7 o N O 73 • $ 98 � i00.0© Nape 30 ;° 3p — 900 0 0 Y3 s 1 5 71.61 F Tg 6g 404 75..9.9 F 0 408 N 7g• 8Z F N 130 ° - -% "PIPE ENDS Io° E. OF CURB #,: ON N. LINE, 33°- G" PIPE OF EX. GB.- 0°- DEEP. S°- DEEP 36° -'PIPE ENDS 35 E.OF DRW'C. -Se DEEP 3 MANHOLE N0.4 � S. 172nd STA. t0 +Z8 10 +7Z5 TEE O S° DEEP EXIST. DITCH a 1 I I +37 TEE - S°- DEEP I IZ°-- -G "CONC. PIPE 11 +67 TEE 6� DEEP 3 2 Z02 ESMT'. IZ +ZO TEE - G°- DEEP S t. us IZ ° - -�o "GONG. PIPE I j,•1 ,N 3 d •�• 1 IZ +4( TEE -5= DEEP r r lZ° - 6 "CONC. PIPE o t3 +20 TEE 10°- DEEP C3 oSZ TEE -4 °- DEEP 3 «9'7 TEE 3 ••..•• (` 3= DEEP •• P•, IS-- G "CONC. PIPE ij SI = -moo "PIPE y 13 +9Z TEE MANHOLE NO.-7 t0= DEEP MANHOLE NO. rs TE -S - ® L+- • °•'•�• 4 =DEEP Ss STA. 14 +44' =} BK. S °-6 "PIPE ••.: F STA. Z +48 AHD 3605 I •• 5. ESMT. 77.7 S •'•�. LA 3= OEEPE CIO ` I 4p�- 6'PIPE 3 +0 7 TE E op a +9 \ I 417 PIPE 36 °- 6PIPE I ' 0 ..,•• 7G. Sq F• N I ' � I • 82.32 F m o V • •• 1 l o° oo ® _l m •'. I - < 2 (9 8 16 _- 0 33 ° -6 "PIPE 0 1 I ,� 7 =DEEP 0 z 36 -Z I lo°,QO / 83.5E F -- 159 ° -, _ � cam-• 01 I 266 °+ - Al 7- 6 DEEP 36 ° -- r- "PIPE I S °- DEEP J ° 1 SEWER &,S-BUtL-T 15AP d NO. REVISION BY 'I APF 12 13 N V SCALE I °= 50' EASEMENT AREA 1. STA. 0 +00 FOR TOPOG OF PLAT IS THE S.W. CORNER OF LOT 1. F ^ STA. 0 +00 FOR SEWER L9NIS LAYOUT IL� ON PLAty VIEW IS THE METRO MANHOLE. Z. IT `SHALL BE THE DUTY OF THE CONSTRUCTION INSPECTOR, BEFORE. INSTALLING TEES AND /OR STUBS, TO CONTACT THE PROPERTY OWNERS I AND VERIFY FOR EXACT LOCATION. ATTEINTlON : ALL WORK SHALL BE DONE IN ACCORDANCE WITH A.P.W.A. SPE.CIF-ICATION9. S -fZ7 4 0 0 rl A tle* J'% C ADDITION 5ANITARY 5 WERS . . 6- T. E. SOWERS BROWN COLUCCIO CARSCADDEN ALLISON t A. 01 FROST L.D.L. LANG �( PETERSOr l R081PJS ®N CO. CONST. CO. CONST. CO. ASSOC. INC. BREDA CONST. CO. CON'5T. CO. DEVMT. CO. 501,1 INC. CONS -r. CO. REN TO ENT0N ASH. P.O. BOX 117 IG239- AMBAUN9 ilO�S- 14Z"°S.E, 7778- SEWARD 17028- 11G == 5.E.9917- PORTLAND 1216- 15W.IS7 -Ee 1045- 5.194e!ST. 8005- S.ZZ2"' °ST. ISZ9- W.VALLEY (SIG- 1.4 S61i- DELRIDGE It NOVEMBERS, 1969 SEATTLE HEIGHTS SEATTLE, WASH. RENTON , WASH `5EATTLE,WASH. RE.NTON, WASH. TACOMA, WASH. SEATTLE, WASH. SEATTLE, WASH. WASH. 980G3 98148 °8055 KENT, WASH. ,0AKES AUBURN , WASH. -t'ACOMA ,WASH. SEATTLE, VA/ASH. 98088 98118 98445 J8 16G 98148 98031 98002 9840 9�910ro ITEM QUAN. UNIT TOTAL PRICE UNIT TOTAL UNIT TOTAL UNIT TOTAL UNIT TOTAL UNIT TOTAL UNIT TOTAL_ UNIT TOTAL PRICE PRICE PRICE PRICE PRICE PRICE PRICE UNIT TOTAL PRICE. UNIT TOTAL U('AIT UNIT PRICE TOTAL TOTAL _ I'R \CE PRICE FURNISH 4 PLACE 8" ISZC> L.F. CONCRETE R.J. PIPE S JO II,'5ZSO 7.S0 14,400.00 8.50 IG,3ZO.00 8.78 IG,857.60 8.00 15,360.00 8.00 IS,3GO.00 t0.00 19,200.00 9.00 I7, Z80.00 IZ.SO Z4,000.00 13.15 25,48.00 12.35 Z3 71Z.00 ZZ.80 43,776.00 FURNISH $ PLACE 6" 500 L.F. CONCRETE R.J. PIPE 4.15 2,075. S.-A-0 Z,700.00 4.00 2000.00 6.So 3,ZSO.00 7.SO 3,750.00 6.SO 3,250.00 G.00 3,000.00 S.00 2,500.00 I � 4.00 1 2,000.00 I 4.00 2,000.00 S.®o 4,000.00 9.Zo 4,rooO.00 FURNISH $ PLACE STS SEWER MANHOLE 7 EACH 370.00 2,590.00 350.0 Z,4SO.0o 400.00 Z,e:00.00 425.00 2,975.00 500.00 3,500.00 350.00 2,450.00 500.00 3,S00.00 500.00 3,500.00 4`50.00 3,ISO.00 380.0.. 4s' , � 2 G`l'00 -%O(=).Od 2,8 00.00 �JJO.O Co,440.00 FURNISH e PLACE 8'x6" CONCRETE TEE 30 EACH Z.00 GO.00 10.00 300.00 15.00 450.00 10.00 300.00 10.00 300.00 IS.00 450.00 8.00 240.00 10.00 300.00 10.00 300.00 10.00 300.00 6.00 1$0,00 10.00 300.00 FURNISH e PLACE BEDDING GRAVEL 930 TONS 3.95 3,673.50 3.00 Z,790.00 3.00 2,790.00 3.75 3,487. SO 6.00 5,580.00 7.00 6,510.00 5.00 4,650.00 5.00 4,650.00 3.00 2,790.00 3.60 3,255.00 8.00 -r.- 4A'0.00 x,500.00 1, 500.00 5.00 4,650.00 FURNISH 0- PLACE SELECT BACKFILL MATERIAL 1500 C.Y. 2.45 3,675.00 ►.7S 2,625.00 Z.00 3,000.00 1. 75 2,625. 3.00 4,500.00 3.75 5,625.00 3.00 4,500.00 4.00 6,000.00 3.00 4,500.00 2.50 3,750.00 3.00 '4.00 4.00 6,000.00 FURNISH 4 PLACE ASPHALT STREET RESTORATION 37SSQ.YD. 7.SO 2.,812.50 4.00 1,500.00 4.00 I,SOO.00 S.00 1,875.00 G.00 Z,Z50.00 4.SO I,G87.SO 2.00 750.00 6.00 2,250.00 3.S0 1,31Z.SO 4.00 I,SOO.00 5.00 I,815.00 FURNISH it PLACE COLD IOTONS MIX • IZ.00 IZO.00 20.00 200.00 8.00 80.00 10.00 100.00 20.00 200.00 30.00 300.00 10.00 100.00 20.00 200.00 20.00 200.00 13.00 130.00 30.00 3p0.0o Z0.00 200.00 SUB -TOTAL 26,334.00 Z6,J65.00 28,940.00 31,470.10 35,440-00 35,63Z.50 35,940.00 36,680.00 38,252.50 38,633.00 44,432,0® 67,841.00 -4.5% SALES TAX 1+185.03 1,213.43 1,302.30 1,410.13 1,594.80 1,603.46 11617. 30 1,650.60 1,7Z1.36 1,738.48 I,J99-44 3, ®52.84 TOTAL $27-519-05V5,178.43 $30242.30$3.,o86.251$-37,0%2.1,-&r. 7,235.19 37. SS7.30 JJ$39.9T3.86 r ®,571.48 USAa 1 $10,893b4 - T `, -lp- 7 CITY 0 F R1; N TON k 11 IIo11:ER1NG D1;PARTM1 11T DESIGNED �FILE: _ NO. CHECKED SCALE K- _PAGE, REVISION I .1 A-PR. I DATE APPROVED_ _` SHEET-___OP '_. FmoiNeew GO — APPRO. PROFILE THRU SO — EASEMENT ON LOT 4. i 0 +00- S.:n/• CORNER r OF MANCE ADD. / � G rl 30 — 1%0 O !I1 ` } 5 = C. 0040' /FT. ' V 1 L =271.5'-8 "� =dNC. PIPE MAtV HOLE V 1 EXIST. METRO MH R 18-19 INV, Z!5,17 _ ZO INV OF 8 " STUB - Z.$.06 O +OO 1 +00 Z+00 3+00 PROFILE WEST OF WEST LINE LOTS 1 -4 70 — G so 5'0 S GONG'PiPE MANHOLE 4"4- `,Zg8.O5 INV. IN S1.13 LL- 114V.OUT SI.03 40 — MANHOLE M 3 INV. 4,330 g +0o 9 +00 10 +00 10 +00 PROFILE 10° NO, OF NO. LINE. MANCE ADD. SAME POINT - ANHOLE )*Z INV.40.Gi 4 +00 S - o.00 >GZ'/F -r ✓ L= 401.19' - 8" Cl�)NC. Pt PE MANHOLE '%Z iNV.40.Gi S+00 6400 7 +00 PROFILE S° WEST OF WEST LINE LOTS 5 -8 i 14 +38.98- IN'1': 41; 50. 3GT'-s' ST. l Go - S= p.019ro -/F . CON(=• PIPE. MANHOLE 0 S INV. IN 5940 INV. OUT 59.30 50 — ! MANHOLE 0 3 INV. 43.10 6 +GO 11 +00 IZ+00 13+00 t4 +00 0 +00 AHD. 1 +00 Z +00 9 +Icr.93 BK. PROFILE EAST OF EAST LINE LOTS e)- 13 PROFILE OF PROP. NO. OF MANCE. ADD. 80 — - f�, 70 — SzO 085 pNG Pip% INT 46- SHATTUCK AV E. 178'- s "CONC. PIPE MANHOLE '4G MANHOLE S INS.% 5�:4cJ INV. GI.00 0+00 1, oo Z +00 3 +00 4 +00 S +00 C� PROFii_..E OF SO, 5G-E"-ST. Aro .O0.ZS-INT.t--TA,.%-I5OT ROAD SO, PROPILE'5 MANHOLE 'F-'-7 HOR IZ. 1 "=40' IN V. 76.00 VERTICAL ("=to' 6 +00 Jill 1111 1,11 711 i1, Ili Pjk ,p ttr I ;, jit alf I. ila U I, xl: f1 tIn el .I iI, i1a el I t. i# 1 i 1 E I _i- ► SEWER AS- BUILT REVISION 5 -127 ATTENTION, ALL WORK SHP.LL BE DONE IN ACCORDANCE WITH A.P.W.A. SPECIFICATIONS. CITV OF REN T ON ENG \NEERIIVG DE,PACZTMENT L..1.D. Z64 MANCE. ADDITION SO. 36T" ST �,'- Si-IATTUCK AVE. SO. DESIGNED gAP OAT, G -IG -G9 FILE NO. DRAWN B. PETERSON AS SHOWN 3 -1 ro -7d CHECKED ALE FIELD BogC 77 PAGE �I_,e GATE APPROVc6 _.._. 'SHEET Z OF :d