Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink AboutS-317702r G, t%*ft% , t%*ft rmm� 1 V) r 0 U Q � • 6 9 3 g a 0o CN U r UZ 360 355 350 345 340 335 9 e z:� . t. -I 4, ., 0 9 v 9 * vvv 0 M 9 360 355 PVC O STU B W/ 350 345 340 335 IE(S) =337.8'(8 ")EXIST. SCALE: HQRIZ.: = 20' RIM =315 IE(N) =337.8'(6 ")EX. REMOVE VERT.: 1 " = 5' ; IE(S) =3.39. (8a,N) 331.2 I y • IE: (N) (8 )NEW IE(N) =339: &(8 ,S) 334• I �► � � EX t 0 �j I 33� W LOCKING LID �� I DVWY EXIST FIRE HYDRANT ,/ / 0 EXIST VERTICAL DATUM BASED ON CITY OF RENTON AS- -BUILT ! INFORMATION OF SANITARY SEWER MANHOLE "MH ERI -34 ". � I 1, J I FIRE , X , I I H I' HYDRANT r � �-- �' I '1 � DUMPSTER N � CENTER OF FLOWLINE ELEVATION 337.3 ILZLJ I-- ,..._ ____ .. $�� . WATER_.._ _ _,_ ..�.._ _._... �.. _.� 11V- -- _. _ � EX. 8 WATER V�-- �._. --- . ►� PROJECT BENCHMARKS: ( I� 1x I EXISTING EDGE: PAVEMENT iV 00'13'17" W 34500' (PLAT) _ _ _ _ _ - - - - _. _ .__ ._ _ ...... _ _ _ _ _ _.__ _ _.. _ _ __ _ _ .� - - j••� - r, to _ _ _ _ _ _ -- _ _ _ ._. _ _..._ .- _. .. _ _ _ _ _ _ - - - _. - _ _ _. _ _ _ - . - IRE HYDRANTS AS SHOWN HEREON. W "�► ... - w. ..+. " ,.. :.: .. . '� ...1.. .rte - SAM* r.. .... .1. . ... .r. .1... _ - - -- 'r-) z It LD m jo �(n W I �` v LAj I z o / FIR E AEME T W /GATE C z 3 ; Ult .1 P i 14 -- - - i I W i PA KING NM CONC. A K it ~ I r' W I E 0'P: 4 CONC. DRIVEWAY © I , • , , 8 1 - AN T Z , I x 0 TOP: 345.25 ! i I W IE: 340.0 344 - _ 1 ❑ - EXIST Ho , a 5 LF 6" PVC _. FIRE ' 8 - r •' � J ,' i i __ I I ,' Q � • � ! i, i i i4J11 a + 180 .0 ; r cam, HYDRANT _ SDR -SIDE FF - - z 1 I 6 PVC SIDE .4-1 lace , SE 3.3� ,' I'" = ` % SEWER - STA #rte- LT. 34 .5 4 _ •- i ; ' ;' I I O MIN. 2% I NEW SSMH 2 - 48" F I 3 I ONC,�' RETAIVIN L r I 1 NEW TYP (STD DET loo %A EXIST. SSMH RIM =344.1 `� � -- .. I I `t � � NEW 9.5 SIDEWALK IE N =337.1 ' 8" IE(E,W)= 337.1'(12 ") 1 PLAW - (FLOWS WEST) I I ;' H -SST I a M S,E 8 - --�X' - - - as as c wfR -� - --- _..... -,_ - CB SDR 35 SIDE SITE BENCHM RIB ,� � ;: .��- '� o 3. r ER O .5�. �. 4 1 FIRE HYDRANT TOP NUT IOW I 0+00 . 1+ o to o I _ - _ . EX. 8" WAT R �� NEW 8" D. WAT R � 1. ELE V= 34fi. 55 I -�-- vim- = w �--=- --+ SD SD -� X OLYMPI AV Er N. CB 0 c�i I ONNECT NEW SEV ER _ TA 1 +9$ -V ` T I TO EXIST. _ -MAN_. HQ I- i I ----- -�M. STUB.. -Rt � .- -- e r w Y EXIST. 6 N SAN SEWER -�iA C�{ q'�{._ IE: 338.58 a TO BE ABANDONED `_ '�'�R jig viL'� I :ND_F r EXISTING 5-U3, � FIRE HYDRANT q- pE�� 2aVy q_ ROW L II.�� CD i I m (216) ul STA 0 +64, 3.0 LT (OLYMPIA AVE) E=XIST. SSMH FIELD LOCATE EXISTING J R114= 344.1 -' SIDE SEWER PIPE AND f IE(S)= 337.8`(8 ")EXIST.` RE- CONNECT TO NEW 8" I Ur I IE(N)= 337.8' (6 ")EX. REMOVE SEWER MAIN I IE: (N ) NEW =� 8" 33.3 I I FLOWS SOUTH) ) 40.001 30.bo' ( ) R.O.W� R. W. z 0 i AJLJIL w Ct 0 z M► woo aji 450004 p i w GRAPHIC SCALE 20 0 10 20 40 ( IN Fm ) 1 inch = 20' ft. � 4f w�sH1 80 (t►aw V 4 734 4, EXPIRES: 3/11/2006 RECOMMENDED FOR APPROVAL ' CMTf: BY. WE. ROLL 20.E MAX: 3' bfIGH I 1 �_5' pp RIM =358:$- 3S4.1 (J, Ego Lc'Nt) .. _NSW 5' SIDEWALK � `° 11111W - N N ?- -06 os as EXISTIN EDGE_. ;o rixa -- 20' - "' vC O e: GAS , , , 1 P1711 4 _ -MENT i ._ i ~ / 20' , EXISTING DWY r r ` ROCK DWY I wy. " r WALL 5-!T\. a4 38 I 3 -*-I1 0-0, L 511�k 4+07 , 4.0' LT. &1, Sim sf-� 6" PVC SIDE I � ►� ��-! q � �l p� `_��(F�, I STA 3+��; ..ro �oP 4 SEWER STUB I b" sloe- SEWER -rte �pq-�- S1-{pp NEW SSMH 1- 48 �o�.�sES O MIN. 2% SD 51 T. ' BR28) (TYP) D'. 43 RM 3J LI "F (C,©VN IE (S) =�0 8" N 339 .Z 2 4 FIELD LOCATE EXISTING SIDE SEWER PIPE AND I W( ) (B.S) FIELD LOCATE EXISTING RE- CONNECT TO NEW 8" / LOCKING L ID SIDE SEWER PIPE AND SEWER MAIN I RE- CONNECT TO NEW 8" I SEWER MAIN URBAN CRAFTS GLEN DA V/S, LEE JOHNSON 3232 24th AVE. W. SEATTLE, WA. 98199 Phone: (206) 328-5071 1. 1 As- Butt -.T NO. RE VI SION JJJ SUE 3410ENE 4th STREET ENGINEER: A EGER ENGINEERING � -z8 -as 9419 South 204th Place BY I APPR. I DATE Kent, WA. 98031 Phone No. (253) 850-0934 Fax No. (253) 850-0155 BCANNO"MAY O I ZM6 � . z- 3 ? .70,2 `^� 1 } ` BLDG. C PORT IE(S) =35t". $ (6 ,N)-3S ,4- IE(N)= ' {8 ",S)35o.3 W/ LOCKING LID ! ..._ 8" PVC STUB I W/ 8" CAP 611 F1 C, S 1DE 'SF_WF_R (H00SEsD STA END 6" STUB LT EX. IE: , 47,9 _ !PVMT 2 9 0 �NNEW � AtZ FIRE 2STA 4+24 - I HYDRANT I 6" STUB RT I IE: 34 7.5 pF_e ROW C_ i cJ 38 I I I 4C IT (OF Fa H:NTC►N DEPARTMENT OF PUBLIC WORKS SEWER PLAN & PROFILE URBAN CRAFT �[ USE DESIGNED: JJJ IDAIL- 12/18/03 FILE NAME: DRAWN: JJJ CHECKED. JJJ SCAE 1 " :20' FIELD e00K. PA APPROVED: 1aft or PUKIC V f SHEET: C 2 OF. 8 �`~ ,� ; , �- � ♦ �� a / SGANNE ID OCT 0 8 a; r 4 Em DOE ii iii �■�� NEE MEE� � ��C��.C.� NEEMENIIE mmm�m m��M�mllm p1m Em mmm =11VAwA10'4 mmmmmmmffm�m� MEME milimm mmmww,.0,00'm MEN MEN 360 355 PVC O STU B W/ 350 345 340 335 IE(S) =337.8'(8 ")EXIST. SCALE: HQRIZ.: = 20' RIM =315 IE(N) =337.8'(6 ")EX. REMOVE VERT.: 1 " = 5' ; IE(S) =3.39. (8a,N) 331.2 I y • IE: (N) (8 )NEW IE(N) =339: &(8 ,S) 334• I �► � � EX t 0 �j I 33� W LOCKING LID �� I DVWY EXIST FIRE HYDRANT ,/ / 0 EXIST VERTICAL DATUM BASED ON CITY OF RENTON AS- -BUILT ! INFORMATION OF SANITARY SEWER MANHOLE "MH ERI -34 ". � I 1, J I FIRE , X , I I H I' HYDRANT r � �-- �' I '1 � DUMPSTER N � CENTER OF FLOWLINE ELEVATION 337.3 ILZLJ I-- ,..._ ____ .. $�� . WATER_.._ _ _,_ ..�.._ _._... �.. _.� 11V- -- _. _ � EX. 8 WATER V�-- �._. --- . ►� PROJECT BENCHMARKS: ( I� 1x I EXISTING EDGE: PAVEMENT iV 00'13'17" W 34500' (PLAT) _ _ _ _ _ - - - - _. _ .__ ._ _ ...... _ _ _ _ _ _.__ _ _.. _ _ __ _ _ .� - - j••� - r, to _ _ _ _ _ _ -- _ _ _ ._. _ _..._ .- _. .. _ _ _ _ _ _ - - - _. - _ _ _. _ _ _ - . - IRE HYDRANTS AS SHOWN HEREON. W "�► ... - w. ..+. " ,.. :.: .. . '� ...1.. .rte - SAM* r.. .... .1. . ... .r. .1... _ - - -- 'r-) z It LD m jo �(n W I �` v LAj I z o / FIR E AEME T W /GATE C z 3 ; Ult .1 P i 14 -- - - i I W i PA KING NM CONC. A K it ~ I r' W I E 0'P: 4 CONC. DRIVEWAY © I , • , , 8 1 - AN T Z , I x 0 TOP: 345.25 ! i I W IE: 340.0 344 - _ 1 ❑ - EXIST Ho , a 5 LF 6" PVC _. FIRE ' 8 - r •' � J ,' i i __ I I ,' Q � • � ! i, i i i4J11 a + 180 .0 ; r cam, HYDRANT _ SDR -SIDE FF - - z 1 I 6 PVC SIDE .4-1 lace , SE 3.3� ,' I'" = ` % SEWER - STA #rte- LT. 34 .5 4 _ •- i ; ' ;' I I O MIN. 2% I NEW SSMH 2 - 48" F I 3 I ONC,�' RETAIVIN L r I 1 NEW TYP (STD DET loo %A EXIST. SSMH RIM =344.1 `� � -- .. I I `t � � NEW 9.5 SIDEWALK IE N =337.1 ' 8" IE(E,W)= 337.1'(12 ") 1 PLAW - (FLOWS WEST) I I ;' H -SST I a M S,E 8 - --�X' - - - as as c wfR -� - --- _..... -,_ - CB SDR 35 SIDE SITE BENCHM RIB ,� � ;: .��- '� o 3. r ER O .5�. �. 4 1 FIRE HYDRANT TOP NUT IOW I 0+00 . 1+ o to o I _ - _ . EX. 8" WAT R �� NEW 8" D. WAT R � 1. ELE V= 34fi. 55 I -�-- vim- = w �--=- --+ SD SD -� X OLYMPI AV Er N. CB 0 c�i I ONNECT NEW SEV ER _ TA 1 +9$ -V ` T I TO EXIST. _ -MAN_. HQ I- i I ----- -�M. STUB.. -Rt � .- -- e r w Y EXIST. 6 N SAN SEWER -�iA C�{ q'�{._ IE: 338.58 a TO BE ABANDONED `_ '�'�R jig viL'� I :ND_F r EXISTING 5-U3, � FIRE HYDRANT q- pE�� 2aVy q_ ROW L II.�� CD i I m (216) ul STA 0 +64, 3.0 LT (OLYMPIA AVE) E=XIST. SSMH FIELD LOCATE EXISTING J R114= 344.1 -' SIDE SEWER PIPE AND f IE(S)= 337.8`(8 ")EXIST.` RE- CONNECT TO NEW 8" I Ur I IE(N)= 337.8' (6 ")EX. REMOVE SEWER MAIN I IE: (N ) NEW =� 8" 33.3 I I FLOWS SOUTH) ) 40.001 30.bo' ( ) R.O.W� R. W. z 0 i AJLJIL w Ct 0 z M► woo aji 450004 p i w GRAPHIC SCALE 20 0 10 20 40 ( IN Fm ) 1 inch = 20' ft. � 4f w�sH1 80 (t►aw V 4 734 4, EXPIRES: 3/11/2006 RECOMMENDED FOR APPROVAL ' CMTf: BY. WE. ROLL 20.E MAX: 3' bfIGH I 1 �_5' pp RIM =358:$- 3S4.1 (J, Ego Lc'Nt) .. _NSW 5' SIDEWALK � `° 11111W - N N ?- -06 os as EXISTIN EDGE_. ;o rixa -- 20' - "' vC O e: GAS , , , 1 P1711 4 _ -MENT i ._ i ~ / 20' , EXISTING DWY r r ` ROCK DWY I wy. " r WALL 5-!T\. a4 38 I 3 -*-I1 0-0, L 511�k 4+07 , 4.0' LT. &1, Sim sf-� 6" PVC SIDE I � ►� ��-! q � �l p� `_��(F�, I STA 3+��; ..ro �oP 4 SEWER STUB I b" sloe- SEWER -rte �pq-�- S1-{pp NEW SSMH 1- 48 �o�.�sES O MIN. 2% SD 51 T. ' BR28) (TYP) D'. 43 RM 3J LI "F (C,©VN IE (S) =�0 8" N 339 .Z 2 4 FIELD LOCATE EXISTING SIDE SEWER PIPE AND I W( ) (B.S) FIELD LOCATE EXISTING RE- CONNECT TO NEW 8" / LOCKING L ID SIDE SEWER PIPE AND SEWER MAIN I RE- CONNECT TO NEW 8" I SEWER MAIN URBAN CRAFTS GLEN DA V/S, LEE JOHNSON 3232 24th AVE. W. SEATTLE, WA. 98199 Phone: (206) 328-5071 1. 1 As- Butt -.T NO. RE VI SION JJJ SUE 3410ENE 4th STREET ENGINEER: A EGER ENGINEERING � -z8 -as 9419 South 204th Place BY I APPR. I DATE Kent, WA. 98031 Phone No. (253) 850-0934 Fax No. (253) 850-0155 BCANNO"MAY O I ZM6 � . z- 3 ? .70,2 `^� 1 } ` BLDG. C PORT IE(S) =35t". $ (6 ,N)-3S ,4- IE(N)= ' {8 ",S)35o.3 W/ LOCKING LID ! ..._ 8" PVC STUB I W/ 8" CAP 611 F1 C, S 1DE 'SF_WF_R (H00SEsD STA END 6" STUB LT EX. IE: , 47,9 _ !PVMT 2 9 0 �NNEW � AtZ FIRE 2STA 4+24 - I HYDRANT I 6" STUB RT I IE: 34 7.5 pF_e ROW C_ i cJ 38 I I I 4C IT (OF Fa H:NTC►N DEPARTMENT OF PUBLIC WORKS SEWER PLAN & PROFILE URBAN CRAFT �[ USE DESIGNED: JJJ IDAIL- 12/18/03 FILE NAME: DRAWN: JJJ CHECKED. JJJ SCAE 1 " :20' FIELD e00K. PA APPROVED: 1aft or PUKIC V f SHEET: C 2 OF. 8 �`~ ,� ; , �- � ♦ �� a / SGANNE ID OCT 0 8 a; r 4