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Home My WebLink AboutzS-1453Set_j EXISTING 12 t �WATER MAI 1 0 m CONNECT FORCE MAIN TO EXISTING MANHOLE SEE DETAIL BELOW NOTE.' OLYMPIC PIPE LINE WILL VERIFY LOCATION OF HIGH PRESSURE PETROLEUM LINE NOTE.' CONTRACTOR SHALL VERIFY LOCATION OF EXISTING UTILITY CROSSINGS. ZACK- -i.-6-737 _A_HFAD NW J/_4 Sl_�-C I Vhrrl C ki F,?v E DATA L,�O� i PC S R T 5T "S S 87,,ST 4700 2!_ AS—BUILT per Section 7-4 Construction Manual for- Municipal Public Works Construction 1973 , B Date ti ti G STORM co -EXISTIN So, 69' STA 5 � 05 ,EXWNN6 W` CULV-PT z7ZZ7,:7� GLNERAI. NOTES -;Z*, EXISTING ST6R_ 9'.0 SEWER PIPE ------ S_U, 0 �2 S EX. VALVE i 1 1 J. SA OF COVER MINIMU1,1, SANITARY SEWER FORCE MAIK TO HAVE 3.5' P�IVEMENT EDGE STA 2 20 a 2 0 cmlp CmVEH, SPOULDER EDGE 2. HIGH POTNr TO BE FIELD LOCATED FOR LOCATTOj� OF AIR RELIE: ExmnNG rw-vERTS NEW Id"O CULVERT STA 9+65 CENTERLINE VALVE. EXISTING 1 1. INSTALL (1) 4"0 45' BENI) WATER MAIN CONCRETE BLOCKING 3, PLACE 1 FOOT CUNCRE 'ECAP OVER SANITARY FORCE MAIN AT it I H14, ALL WATER MAIN CROSSINGS. f"' EXLSTWS ASPHALT EXISTING RIM= 36777 ix 4"FLXMJXMJ TEE PLAN w _,4r'�-DUCT111-F IRON PIPE EXISTING STEPS . > _X TRANSITION COUP APPROVED BY EXISTING MANHOLE 0� COUPT'FVC FORCE MAIN $e_ALE� Sd ro BLIND L FLANGE CITY OF RENTON,- DIRECTOR OF PUBLIC WORKS = 357. --- -------- -- A[ i I I 11 1 I A L J- NE /, SEC, 20, TWP 23 N, R 5 E, W.M. STA 13 +90 W LT N 22 R.O.W 1 INSTALL (04° 22 1/2° BEND P - 0X 34-44 i CONCRETE BLOCKING 1 -61 111 ;7 STA 4 4�� J INSTALL AIR RELIEF ASSEMBLY i I T 3 13 +97.42 43 °00'00` 162.57' 13 7"02` 71.92' \ \\ .a 4 15 +34.44 43°0003 212.57' 159.51 83. 5 16 "53.97 56 °0 €`30 130,16 a � A PLAN SCALE: 1'° $ 503 h., 4"0 PVC N SEC. 20, TW 3 ft, R 5 FE, VV N1 , T- Ir I III I10 Q i 114 I 113 «* s J'g'41Z4 ss .. q i � /6' iol X109 See Sheet a`�� \� Sta /zfeO •� O - Stec /4t/ 14 '°G los 107 / \ 4'r 80 /6' 105 a* f 104 16 r 77 20 iO I. SANITARY SEWER PUMP STATION SHALL BE SMITH A i3 •.2 �...� \/+ \N LOVELESS WET WELL MOUNTED LIFT STATION WITH DUPLEX SEWAGE PUMPS. ".`- /3 OS 11,11 ; t t/ STA I a 43 /$ 4/ \ C 42 45 :V. 370.3 . 32 71z1i PUMP STATION NOTES / 107 / \ 4'r 80 /6' 105 a* f 104 16 r 77 20 iO -BUILT per Section 7 -4 Construction Manual ".4o`r Municipal Public Works Construction 1973 t By -V Bate New Side Sewers To Be Laid In d Common Trenches - _ � ' 24" Separation Wherever .%`_~_ .it43 It s �0, Possible (Typical) —4- 7 See Sheet /6 / 97 / + `' _ - ADDED V PVC SIDE SEWERS ""'""'""""""°"` Pt , Slat Leng'M1 (Lt. lRt.l 5 IS L' i d $ e '3 +Y 35 Rt 93 ; / 2/ +/O 61 , _ 14 a1 25 u. / 5191 '9 Lt / \ ` r O s5 1 Et. j \/7�\ 1 4 Lt. 4. \,. /• \ 99 - / '.p / MH 15 S\a .ZOf 90 63 / 1s•os 15 L'. /J" K: / 15 Rt �._. 5 \ 100 -46' 5./ PJ ` �2 *8s.. \ t�,3s 15 R' /O- 60 64 11ss at 0- ` 19 -55 11 v 65 1915 Rt. \ / /ry/ 3a Lt t' �� 101 / 1<• f / „✓' / 19+55 L ✓' l� I'll 30' Rt. 103 102 5 .? l \ 59 1 3z L1 \ / yt . 4✓ \ �9 \� ... 20:4U 1H Yk 15 12, Lt. �L 17 DAV, RVE MN 14 55 Sta /7 +/5 � Cr O 38, /6" 2'.et ➢ ?�*� 2%i 2�r a �i :3.� � �.�e4 � glg... '._ ,„.,� -.- _,„„� 54 50 r 51 52 \ 53 Yv These Plans Were Revised By Barghausen Consulting Engineers, Inc., o Meters o D/v v--m/ YS //Y In August Of 1984 To Reflect The DETE/2M //✓ED 8Y d U /GOE.E / i �� ` i Addition r Side Sewers And Water O +• _ eters For Servicing The proposed N f R e r <« 1 s -- i ry r I Af A I A I I I I I � � __ __ .� — .. ® �.t�r�r,�® . 'm ® r- 17, 0 n 1n 11 10 11) 1 /. 1 r 1r- 17 10 I. SANITARY SEWER PUMP STATION SHALL BE SMITH LOVELESS WET WELL MOUNTED LIFT STATION WITH DUPLEX SEWAGE PUMPS. \� / �- ?2'•0 SEWER MANHOLE 2. PUMPS SHALL BE SMITH LOVELESS 10 HP 4626 . 32 SEWAGE PUMPS, 1760 RPM WITH 10 1/811 S4122 48 .t - 359.no HL ON $ALARM ON IF NO PUMP ON - 958.so LL oN 'MPELLER OR APPROVED EQUAL. 11 3, AUXILIARY POWER CONNECTION REQUIRED ON LIFT - 49 ,1 - 357.2s LL OFF STATION. TYPE OF HOOKUP SHALL MATCH CITY OF — 356.75 HL OFF $ALARM ON IF No PUMP OFF RENTON EMERGENCY GENERATOR CONNECTION. SLOPED SIDES 11 ANGLE / 11,11. New Side Sewers ' To Be Laid In ,Co mmon'Trenches 24 Separation .r - Wherever t, yv /G2 -BUILT per Section 7 -4 Construction Manual ".4o`r Municipal Public Works Construction 1973 t By -V Bate New Side Sewers To Be Laid In d Common Trenches - _ � ' 24" Separation Wherever .%`_~_ .it43 It s �0, Possible (Typical) —4- 7 See Sheet /6 / 97 / + `' _ - ADDED V PVC SIDE SEWERS ""'""'""""""°"` Pt , Slat Leng'M1 (Lt. lRt.l 5 IS L' i d $ e '3 +Y 35 Rt 93 ; / 2/ +/O 61 , _ 14 a1 25 u. / 5191 '9 Lt / \ ` r O s5 1 Et. j \/7�\ 1 4 Lt. 4. \,. /• \ 99 - / '.p / MH 15 S\a .ZOf 90 63 / 1s•os 15 L'. /J" K: / 15 Rt �._. 5 \ 100 -46' 5./ PJ ` �2 *8s.. \ t�,3s 15 R' /O- 60 64 11ss at 0- ` 19 -55 11 v 65 1915 Rt. \ / /ry/ 3a Lt t' �� 101 / 1<• f / „✓' / 19+55 L ✓' l� I'll 30' Rt. 103 102 5 .? l \ 59 1 3z L1 \ / yt . 4✓ \ �9 \� ... 20:4U 1H Yk 15 12, Lt. �L 17 DAV, RVE MN 14 55 Sta /7 +/5 � Cr O 38, /6" 2'.et ➢ ?�*� 2%i 2�r a �i :3.� � �.�e4 � glg... '._ ,„.,� -.- _,„„� 54 50 r 51 52 \ 53 Yv These Plans Were Revised By Barghausen Consulting Engineers, Inc., o Meters o D/v v--m/ YS //Y In August Of 1984 To Reflect The DETE/2M //✓ED 8Y d U /GOE.E / i �� ` i Addition r Side Sewers And Water O +• _ eters For Servicing The proposed N f R e r <« 1 s -- i ry r I Af A I A I I I I I � � __ __ .� — .. ® �.t�r�r,�® . 'm ® r- 17, 0 n 1n 11 10 11) 1 /. 1 r 1r- 17 10 J J- it STAO *10 2dLT PUMP STATION New Side Sewers SEE DETAIL BELOW STA 5+46 20' LT ` °BEND To Be Laid In Common Trenches - 24" Separation Wherever CAT -`N\ 28 LF 8° PVC \ INSTALL (I)4° 45 (I) 4° II TE BEND 7 CONCRETE BLOCK \ a e DRAINAGE POND MHI OVERFLOW _ 10 6 NTROL STRUCTURE is CO #42 STA 7, 20 LT. W RIM= 371.00 In V I.E. = 366.93(8 'OUT) c v 4 Q 20" SM /TH•LGVEL S W t We// M°urt (see z"e-z' Wde Gatc 0 I z Fv a v vy v h /� see meet '6 AS —BUILT per Section 7 -4 Construction Manual %ref pr for Municipal Public Works Construction 1973 By Date 11r/V/8, \ 127 NOTE: ASPHALT OVERLAY ON ROADS TO BE 1 -1/2', CLASS -B °- INSTALLATION TO BE COMPLETED ONCE ALL UTILITY SERVICE • C',= `»NECTIONS ARE MADE AND ROAD BASE CUTS ARE RESTORED. 12 t 1• STA 0+15 5 ' LT "..g; M H 3 INSTALL (I)4 90° BEND '°`s=R �I a,n ' _.. — '31` ]O' /125 CONCRETE BLIO CKI r i t MH 124 � m....... —'-e I zl `r zz 23 24i' $ 123 20 25 �� 8 22/ Br M11 IA 17 I / I e 26 /¢ — � 1 \\ S ' \ $t'¢'Bf6� / Lt ADDED V PVC SIDE SEIYERS 7174 - \ Station ° Ln tn cu IRt.I a4 MH9 1 +50 15 Lt 1+850 35 Rt. 127 L. F. PVC- e° pl Tree �i =•\ � '��t / ',� 6O 3.25 33 Rt / s, Qgrge I /30 _ Tiee _ IDVCeui Ei J,n/e'' ' /8 ^Cf1 V t'__" - ___.. -- \ \ . £., 5 +30 32 Rt. 6 � / 2Y MH' /A ew Side Sewers DE SEWE� y" Y, C_ Z-, - 4 "r�rl rni�• Tjra i, ° - r ck , witny'�M °h%s °t '{ To Be Laid In / •\\ q / s.fio :s a� �cti F, / /cd if 1 ; +os Is Ll. c° �/ °/ = `•� M. — Common Trenches - �� - h\ - - . o e Lt. ' RE = 371.50 , �� •o� % *pO 24" Separation Wherever 31 \ �•. ;� 11 +Ya 3o Rt pv ^9 .Possible (Typical) �/��' '17 r` ,.YS :o L G, >.d P '- •� li - u _ i r .e. FF =371.5 116 115 s 30 RI. 32 31' LIS 90 0 t. -" a 9+ 7 i 'St¢ I /r /5 g -� to -os us Rt 40' 14 WA YS Fin/AG LGCAT /^x/ of W /GL $E DET£QMN O 8u/ pEe /\- /2 O -�.e 1H SL10 3o RI. ✓ ✓✓ 33 x / [rllrw { • .�- z'Cencrc%e cha.- n F / ✓ Y '`� _�' � ` - 5e, SI]P2 Rt. >�.., � � MHIO �ydr,ta _ — — LIFT STATION AND TURNAROUND DETAIL 34 \ --- These Plans Were Revised By SCALE I1'= 20 rn / Barghausen Consulting Engineers Inc., 'REVI S ED PLAN' 6 °Of ,q,- ,;,'�q y S.d S wer qo• 7• ' In August Of 1984 To Reflect The I `- Of4s SEaE %on o /ong 'Pd 35 �\ //t3 - Addition Of Side Sewers And Water z6'® Len th Lie th aE Meters For Servicing The Proposed 9 P P r 'PE61STE�E� Loc eide Ser viC As Lots. All Other Improvements, Necey To Mai gin Except Where Noted On Sheet 1 of 17, 10 Sation B 4ween 36 / 37 I 38 i 39 Reflect Design And As -Built Information (�(( - Water Main, And�Sida Service By Landmark Engineering Corporation. LIFT STATION AND TURNAROUND DETAIL SCALE 1 "- 20' ORIGINAL DESIGN SEE MODIFICATION AT RIGHT CO #427,20 STA. 1 +27,20 LT. R IM =37 1 .00 I.E.= 366.93 (8" OUT) 4;7 -5> 0r ___7 wry" I I I ! & I1 , .... ) ..I � 1 a�'� :: :a'�� DATE: AUG 80 a SHT 14 of 17 ...,.- . _ . _.._m..�...._.._ _. ,..._..,_.,., ,. _,...„.. ,._ _.. ..,.._.....,_ ._ ,_...._.�......,.,,.. ._......._ �. �............,.,,......, �.... �...., a„.„ � ............._.. �.",,.._._,,,..,,. m..._....,,,,,. n.,... �,.,__,.,,,.... e..._,..,., �_...,, .,,,,..,..,,..,m..„...,.....�.� ,,.......,,,mow w..,,._,_m, _,__.,.,.._e�_ev,�„__,n,,.__,W, ...._ _. ® 1 I I 1 1. 1 1 x i -® �— n n 4n '111 4n 4n at 4r r, 'In 4n NOTE': S 5/ New Side Sewers O N 2.41l 3 E �><A SC FO? UT /L /TY LOCATlO/✓S /A/ STA 5+46 20' LT ` °BEND To Be Laid In Common Trenches - 24" Separation Wherever 5TIVFET. c /- z7 -sv }� - / \ ./� INSTALL (I)4° 45 (I) 4° II TE BEND 7 CONCRETE BLOCK Possible (Typical) \ \ II \ 10 6 \/\ °\ is CO #42 STA 7, 20 LT. W RIM= 371.00 In V I.E. = 366.93(8 'OUT) c v 4 Q 20" SM /TH•LGVEL S W t We// M°urt (see z"e-z' Wde Gatc 0 I z Fv a v vy v h /� see meet '6 AS —BUILT per Section 7 -4 Construction Manual %ref pr for Municipal Public Works Construction 1973 By Date 11r/V/8, \ 127 NOTE: ASPHALT OVERLAY ON ROADS TO BE 1 -1/2', CLASS -B °- INSTALLATION TO BE COMPLETED ONCE ALL UTILITY SERVICE • C',= `»NECTIONS ARE MADE AND ROAD BASE CUTS ARE RESTORED. 12 t 1• STA 0+15 5 ' LT "..g; M H 3 INSTALL (I)4 90° BEND '°`s=R �I a,n ' _.. — '31` ]O' /125 CONCRETE BLIO CKI r i t MH 124 � m....... —'-e I zl `r zz 23 24i' $ 123 20 25 �� 8 22/ Br M11 IA 17 I / I e 26 /¢ — � 1 \\ S ' \ $t'¢'Bf6� / Lt ADDED V PVC SIDE SEIYERS 7174 - \ Station ° Ln tn cu IRt.I a4 MH9 1 +50 15 Lt 1+850 35 Rt. 127 L. F. PVC- e° pl Tree �i =•\ � '��t / ',� 6O 3.25 33 Rt / s, Qgrge I /30 _ Tiee _ IDVCeui Ei J,n/e'' ' /8 ^Cf1 V t'__" - ___.. -- \ \ . £., 5 +30 32 Rt. 6 � / 2Y MH' /A ew Side Sewers DE SEWE� y" Y, C_ Z-, - 4 "r�rl rni�• Tjra i, ° - r ck , witny'�M °h%s °t '{ To Be Laid In / •\\ q / s.fio :s a� �cti F, / /cd if 1 ; +os Is Ll. c° �/ °/ = `•� M. — Common Trenches - �� - h\ - - . o e Lt. ' RE = 371.50 , �� •o� % *pO 24" Separation Wherever 31 \ �•. ;� 11 +Ya 3o Rt pv ^9 .Possible (Typical) �/��' '17 r` ,.YS :o L G, >.d P '- •� li - u _ i r .e. FF =371.5 116 115 s 30 RI. 32 31' LIS 90 0 t. -" a 9+ 7 i 'St¢ I /r /5 g -� to -os us Rt 40' 14 WA YS Fin/AG LGCAT /^x/ of W /GL $E DET£QMN O 8u/ pEe /\- /2 O -�.e 1H SL10 3o RI. ✓ ✓✓ 33 x / [rllrw { • .�- z'Cencrc%e cha.- n F / ✓ Y '`� _�' � ` - 5e, SI]P2 Rt. >�.., � � MHIO �ydr,ta _ — — LIFT STATION AND TURNAROUND DETAIL 34 \ --- These Plans Were Revised By SCALE I1'= 20 rn / Barghausen Consulting Engineers Inc., 'REVI S ED PLAN' 6 °Of ,q,- ,;,'�q y S.d S wer qo• 7• ' In August Of 1984 To Reflect The I `- Of4s SEaE %on o /ong 'Pd 35 �\ //t3 - Addition Of Side Sewers And Water z6'® Len th Lie th aE Meters For Servicing The Proposed 9 P P r 'PE61STE�E� Loc eide Ser viC As Lots. All Other Improvements, Necey To Mai gin Except Where Noted On Sheet 1 of 17, 10 Sation B 4ween 36 / 37 I 38 i 39 Reflect Design And As -Built Information (�(( - Water Main, And�Sida Service By Landmark Engineering Corporation. LIFT STATION AND TURNAROUND DETAIL SCALE 1 "- 20' ORIGINAL DESIGN SEE MODIFICATION AT RIGHT CO #427,20 STA. 1 +27,20 LT. R IM =37 1 .00 I.E.= 366.93 (8" OUT) 4;7 -5> 0r ___7 wry" I I I ! & I1 , .... ) ..I � 1 a�'� :: :a'�� DATE: AUG 80 a SHT 14 of 17 ...,.- . _ . _.._m..�...._.._ _. ,..._..,_.,., ,. _,...„.. ,._ _.. ..,.._.....,_ ._ ,_...._.�......,.,,.. ._......._ �. �............,.,,......, �.... �...., a„.„ � ............._.. �.",,.._._,,,..,,. m..._....,,,,,. n.,... �,.,__,.,,,.... e..._,..,., �_...,, .,,,,..,..,,..,m..„...,.....�.� ,,.......,,,mow w..,,._,_m, _,__.,.,.._e�_ev,�„__,n,,.__,W, ...._ _. ® 1 I I 1 1. 1 1 x i -® �— n n 4n '111 4n 4n at 4r r, 'In 4n