The URL can be used to link to this page

Home My WebLink AboutS-323107FXINA7ER------ - - - - -- w- STA; B+_ 23�_ 39'_ LT- ---------------------- 53Lt$t4S 8Z_35'_LI= 4IH_9YENUEJIE - - - - -- - - - - -- ------- `---- €X- WAT€R------------ = - - - -� ----------- - - - - -- - - - - - -- - - - - -- IF ------- w ------------ ------- ----- --=-------------- - - - - -- - - - - -- i FOG/LINE INSTALL: =STA:0 +35^•13.0' LT- HOQUTAM' AVE NE 1 0 o N STA 8 +2 .18�33LT CATCH BASIN NO. 18- TYPE :2 -48" 1 ;' INSTALL 30 39 LT- STA 6 +06 ' o END CURB, GUTTER AND; SIDEWALK (SEL C.O.R. DETAIL NO. B -01E & BR -02 CATCH BASIN NO. 21 -TYPE 2 -48" SS Tf�ST �3 IN 9 LT TRIPE � �STAAIN�10. 14 x 0, LO ID)41� b4- _ W/ �ID � - - -- H -- �liRBiNtEP-NO.-t4A r -- 2 SAN'- $EWE1Z - - -- "jSEE- C."UR.-uETA1L N9- -EFB o j ° --- EX -24 °- SAN --SE� ---- s- f,+ATCH EXISi:- MhPRENfEMENi FO -WCsT - - - - - -- % - - -- -- ----- -1 = T2" �3'EP.�& JL 1�z (sE> 6.7 DEr�O. -g 01FRflD -BR =U1 PER CITY DET. B -2 RIM =4 @PF:C SOLID, LOCKING LID)417-0� ° < n STA 0 +12.38 TO STA 8 8029' LT,' I.E.�4�Kr.& (8" CPEP, ;N)¢I f -�12 - 404.4'1 " ;AIM= +>�s,a� 25' Z RI = ��,.�D - " o Sao m n- EX nco IAk-T c o I:E.a+ie.r� „CPEP, S 6 +00 I.E.- (8� CPEP, N)' 5 +00 RE�Rt�rv� _. _-� kd €R- T� I.E. 72" CPEP, E --F 1 10 +00 - -� 9 +00 ;REMOVE WASTE ASP,HAL SOU OF SAW CUT ! ___ � �o� _ - - - + - - 8 +00 1 -J STA 9 +47.9240' LT STA 8+ 0 .F.�12° CP `. _ CONNECT TO EXISTING CATCH BASIN -TYPE ONNECT TO EXIST. CURB, GUTTER & •SIDEWALK ET EXIST. T_LIGHT _ __ ___ ___ __ _ _ __ _ _ - -- - - - - -- -------------- IPE -�� EX GAS - -- - - - -- - NE acii -lT�E q43.�� RIM- -E;"- __ --- - - - - -- -- - ------ - - - - -- oN. •., 10- c---- EX- 6A5--- ----- ---------- ivtAi£1GRA - -s - -- -- - - - - -- -- --------- T- --- - - - --- -- MOVE S=1.75% E 5� NEW VERT. CURB FF- I.E. = #63:'8+} (EXIST. 12" E) 4 -- - - -- - ----- - - - - -- - - -- - - - r- - - _ -- - --- - - - - -- - -P - - - -- - - -- - -w - -- 1 8 23 "E C.1` CPEf� S ORM F'1PE -2: T6 w -- 2 `00RDINATF_ WITH dWER VEER PAAIY �+ # (/) qp3 14LE. =4 @3 88 (EXIST. 18 -w - - - - -- ------------------ w--- EX_WATER-- - - - -4, ----------- - - - --- - - - -- ---- -6 ° -8" 'CPEP ®2% FOG LIN f `. 1 J Q I.E.= 403.80 (NEW 12 CPEP, E� - -F1C IEL -- - - - - -- - -- -- - - ----=---- - - - - -- 713- 6.F- -. ;'2 " --C- REP - &FORM +'IFE - - -S=i -439' ------- = - - - -- - - -- -- - -- -- eft--- {-- - - - - -- - - - - -- - i - -8 -- - - - - -- - - -- -------------- - - - - {- -- - _ -- ------------------------ - -- - -- -- ----------- - - - -T- - - - - - - - -- -- -- ---- - - _ - 0- � 125 L.F. PEP - = - - - EXIST SIBEWAL 5 `WEE CaNt -S WALK - - - - - - - __ - = - = ----- - - -_- O - - - _ s - ---- - - -- -- ----------------- STORM -o-- " - 2% T U EXISTING 18 - - ' p\� _ / e cPEn -a4 as' -- - -_ - -- 6` �� 1 45. I 243.00',W �1 518' 22.50' \� - V ?s \�� I ��$ EXIST. FIBER; EXIST. �I 1 LI l $A ON ; I EX. W.M. TOI BE REMOVED o p 1 STOP OPTICS VAULT TO STREET LIGHT Mai EXISTIt� 12 STORM REM VED EXIST. WHEF} CHAIR RAMP (TIP �� p i5 BAR REMAIN. TO BE REMOVED of Q REMOVE EXIST. ROC ERY (SEE C.O.R. DET NO- F -O6, ALT3 Z !TYPE 2l e I 36LF 2' C P C ° 1 i ��, Q RESTORE EXISTING I 2 1 S % (SEE C.O.RED T NO. F- O6,(ALT; 2v �l0 25 ROADWAY &SIDEWALK 7 w1- Q PER CITY STANDARDS g +2333' LT 1' �I M M 3928.75 S.F. 6466.70 S.F. I Q INSTALL- 1` O m I 30 I NIA 2 6 PVC ROOF /YARD DRAIN '0100 6" PVC ROOF /YARD DRAIN CURB INLET NO; 18A I i 2 g 1 M o I STA 0 +65.9418' RT 18' STA 0 +68.10" 18' LT STUB OUT ( , STUB OUT Q 1 (USER CITY DET.: B -26) N I 2 •' o I INSTALL i 1 1, : INSTALL I.E: =428:57 I I I I.E = 422.08 RIM =446$09 17 V3 r Z CATCH BASIN N0.13 -TYPE 1 M CATCH BASIN NO. 12 -TYPE 1 II 1 i f j.E.y4t5:93•(8 '; CPEP, d '4351.57 S.F. I 3711.33 S.F. I (SEE C.O.R. DET. NO. B -01) LIJ b\ I (SEE C.O.R. DETAIL NO. B -01) N 4iy.13 I I RIM= 142410 K I RIM - 42_ .IB 1 Z 00 CPEP I rr a a o r m 0 En 5 Z �W�v1' o31t/ 111111_ -- MATCH LINE SEE SHEET 2 3 +28.97 PLAT LINE ; \, 6`,PVC ROOF /YARD DRAIN I.E. - 4@8.7"(12" CPEP, S, E) ,d- -_ �(1 _ - - -- I I- }---t - - -- E - - - -� - - -- - - - - -- T - - - I STUB OUT 5.1 5' 4 (o" W 4 59 .50 A 2D ">Gj 2J •2 o N 0 � �� I WI LE `419.69 STUB OUT I I n I 50' eo I 20 JOINT DRIVEWAY/ ',,6 PVC ROOF /YARD DRAIN .I I I N 1 UALITIES ESMT. STUB OUT cY I.E. =419.49 65';LONG ASPHALT TRANSITION IE =41ss4 o I STA`2+15.62 HOQUTAM AVE NE I I' I I i i J I UTILITIES I Q a- I I CV o a =STA 660:87 NE THIRDS 1.0' I i' Z x-20 ASPH N8822'11 "W `MI 12 ASPHALT I 1 I �� I i 1 PA M MT w 0 STA 1 +86:82 -20:7'_ LT1 0 N o I C.O. 43.0 __47 00' N I° I 30 30' 1 1 - -- - -- CIO: 0 Q O INSTALL: Nim 1' I LLI _ I PAVEME T`, EA -- - -- I In I CATCH BASIN NO B -TYPE 1 o m I I I W' OL. _ N88'2 %11' °W__ I I I 4 9' I ¢ (SEE C O.R. 4ETAIL NO. B =b1) o 5 0 1 1 1 I I RIM ° - °° 22�j :I I I 1 2 L Ln I � EDG EX. I I AZ 6 PVC ROJF YARD DfZAIN 1 32 I 3 U o 16 � �Y ,1 2" CPEP. W /N� S; �.7 IN:IR�� I I W PVM I 2 / STUB OUT 5 5 ¢ J T g 1 I.E.= 419:59 ' '1` 4081.71 S.F. 11 w o N ,3 - 19.23 S I I L 1N o 4518.83 S.F. I w I W d I I I = I On _ 2 STA 6 +11.60 18', RTS=4l$ olMl 41$:7 I 1`N I _ 6" PVC ROOF YD DRAT i 2 INSTALL: 'I I� W> I.E.= 419.49 F _�_- _ I J RMTCH BASTt O. 2' -TYPE 1 6" BOUT, OF ARD DRAII o i I B OUT i 1 s;UB-C RO / i' I � /� I _ o � I (SEE C.O.R. DETAIL'N0. ;B -Ot)' I STUB - OUT`., I o 6" PVC ROOF /YARD, DRAIN r NI N I E I.E. =419 06 I STUB Nw I I 0 Iq 1 �' _ = 20.45 Nl STA 1 +9218' RT I 1 _ o � X412" CPEP, ��.5)i I I I:E. 4 I i o I ; i mI 31 of END 36' ROAD WIDTH �_ i:E. =4ffrb9 (6" CPEP. N) I 8' PRIV.`DR7�IN I I S i f ° I - - - -- - - ^ --- 3683.71 S.F. °zI START TAPER I - \ �� I�•I� I.E =418.46 ESMT. I I I L Co lm i - 5 WIDE_DRAINAGE ESMT. I P�Q `3SO - -- - - - - -- - ----- - - =-�- - - -'a 1� 30 6 PVC ,ROOF /YARD DRAIN I`O• STA 2 +0317.9' RT I I r� 1 35:00' S 0.50' 18 50 tI�oy - I A J STAIR OD 3931.79 S:F. w I COLLECTOR PIPE IY INSTALL• I p �p DWY 5`IWIDE CONC. SIDEWALK CATCIII BASIN NO: _9 -TYPE 1 I I '� 3 F-12� O DWY DWY N _ EE .O .R. DIET. N0. _B• -III) I WHEEL CHAIR RAMP (TYP) 4c61� 6 PVC ROOF YARD DRAIN IRE- 418.OtI W STUB OUT N f%1°II,RIM S E60% W C.O.R. DE1 - LE =419.89 o I LE.`93 (12` CPEP, S, r E) 0 S cV &.7 01 r - 412.Ig �= 413.1 o S 1. (s" Pvc, w) I a s+ 0.87 6 +D4 C ET 5100 -J - -1- i V '. '• �, --�� ---- zo.00' -- ' - - - - -- " "'� - - - -- ¢S' H S ER MH 0. 3 `- 275.79 C. :�B PVC: SE R MAIN S= O.00FT. _ U- In io I H ND M 20' ASP M 0. Z `r7 20 b2 "CPEP N 61 L.F.^`12"' CPEP c� N N88 22'11';W PVMT. ) - -+ O �l $ =10 09� M S =0.62% Q p - -- - -- 3 00 - 47 F 00 O 4 - 0 _ - 0 45.2Z I cl 5' N9 E CONC. SIDEWALK p z 1 I AND UTILI E EA MENT I z¢ 'oo 7jV / -- 12449 - -- -- -R -- - - - --� L -- - - - - - -- - - -- - - - - -- 1 z /� - INLET I.E.= 413.00 STA 6 +11.6016'' LT p �2' W TRASH RACK & 6 PVC OF Y D DRAT N CD 3 BOUT I �8 t� / h• INSTALL, d) C I / STA 2+ 3�13',LT I� O 11 O G CATCH BASIN NO. 1 TYPE 1 Og; FA I W/ RIP RAP PAD 6 PVC R00)` ARD DRAIN II.E.= 419.39 i INSTALL- � X ;(SEE C.O.R. DETAIL NO. B -01) 1 STUB OUT I CATCH BASIN NO. 20 -TYPE 2 -48 0 3 0 ?0(F ;RIM= 4Si7hk22:IO I.E.= 419.79 WITH OLID LOCKING COVER �Z o w J A18 1 �p LE.- 12" CPEF1, N, 1jE) STA 5 +5016' LT 1 (SEE C.O.R. DETAIL < 0. BR-01E & BR -01) Lt I ® 2 "CP f Fi?.' _ 'I r4 _ _ _ _ _ _ _ _ _ - _ INSTALL 7 LE -- 5 �✓�(12I CPEP.` Ej o U o OW CB #19A% (TYPE 2 -48 ") I ATCH BAS N N0. A -TYPE 2- f I c 11.11y F C I 1 48,. NOPTH , m I I - O. BR- zz . 0 35 w 34 I.E: =4 (12" CPEP, N, SE) mI o. N I N i �I W/ BIRD CAGE LID- ,(SEE C.O.R. DETAIL N 01)' i SCALE• 1" - 2d', 4I }Gj o Z RIM: f (EMERGENCY OVERFLOW)}12I4j ,RIM= 4i47t99 424.IZ 4435.Q� S.F. Ni 3758.19 SO. FT. I. 4160.19 SQ. FT. I o I I oUTCET IE: ,1 (12 "CPE0,S)gI7.CjG� ILE.- ,�12 CPEP, E, W, SE) I CA oo I M WI I t= 413.00 I (SEE DETAIL, SHE. 1J') I 04, -031 ZI "i° 33 I W o N I 1 ( I °0 1`- + �Jo I RETENTI Olt /D_ET_E_NTION' _ _ _ _ _ _ _ RECOMMENDED FOR APPROVAL ( I STA 2 +59 -3�' LT- HOQUTAM AVE NE I °0 O °lm I POND =STA 6+130 -43' LT -NE 3RD ST .,16, 1 16' ZI (SEE SHT. 11) TRACT A �. DATE: UP&P r INSTALL I DRAINAGE II - - U 59 45 S.F. B'' DATE: I CONTROL IdH N0. 19 TYPE 2 54" ' 1 (SEE C.OIR. DETAIL NO. BR -04) 3' , 25 i I END CURB, GUTTER' 136 LL RIM= 2�✓ a I & SIDEWALK 0,," CPEP, NW, SE INLET) SS M„ I PLAT UNE - EY: DATE: I 32L 1 CPEP; ---------------- rn 45.24' ;_ I 43.00' - L r S88'2211, E 165.24' STA 2 +9216' RT & .LT i 5 =0:5 + STA: 3 +2 ,,i4 T S 211 77.56 T 6. L 88'2 "E 2 DY: DATE, END TAPER INSTALL Q -- BE AD ° ; CATCH B/iSIN N0. 11 -TYPE 1; C ITYa: O F FLE N'I' O N GIN 32 RO 0� - 6 PVC ROOF/YARD STUB QUIT ` STA 3 +26 16' RT (SEE C.b.R. DETAIL N0. B -Ot) UBLIC WORKS sTevey <F CATCH BASIN NO. 10 -TYPE 1 RIM =+i IP�'�'.g� DEPARTMENT OF P fig P aQ srnsy F I.E. = 419.33 (SEE C O.R. DETAIL -NO. -B -6t7 U s A LE.�d!ihi 12" CPEP W A� w RIM-n ZI s• ROAD /DRAINAGE /COMPOSITE PLAN y �P�.4 �, 1� I.E.(12" CPEP, E N .� I�j ENGINEER: GR xiC- -SCALE LE. 6" CPEP, E, N) E= s.u> ` JAEGER ENGINEERING JERICH'O PLAT zo 0 10 z6 Lo s0 9419 SOUTH 204TH PLACE. DESIGNED: JJJ 1 REV PER CITY REDLINES 10 -7 -04 DATE: 8/04 FILE NAME: ,F._;Jcns/ ZOO7 J,` `FTC' 2 REV PER CITY REDLINES 3 -4 -05 KENT, WA. 98031 DRAWN: DBA gyAL E �� PHONE NO. (253) 850 -0934 SCALE: 1 " =20' FIELD BOOK: PAGE ( [x FEET) 3 REV PER CITY REDLINES 5 -7 -05 FAX NO. (253) 850 =0155 CHECKED: JJJ 1 inch = 20 ft. EXPIRES: 3 i 2006 NO. REVISION BY APPR: DATE' APPROVED: o "EC,o" of " "euc wor+ks.. SHEET: 3 OF: 21 A3: Q- 323113 SCANNED OCT 2 8 2005 SCANNED OCT 2 72006 (A3:5- 3Z3lol ROLL 2 0_3 FR Y � - 85.02' W ° STA 3 +2918' RT END CURB, GUTTER AND SIDEWALK 0 ° `° START 51 x 5' W ASPHALT RAMP 0 1 E STA 3 +3318' RT L I ; °a END ASPHALT RAMP AND TRANSITION �j L HI a a a BEGIN 10:1 TAPER H W' \c U Iy STA 3 +99 END 10:1 TAPER W E MATCH TRANSITION TO EXISTING mmmm� M �IV ail cow FL c� Q ¢ 0 N : rr a a o r m 0 En 5 Z �W�v1' o31t/ 111111_ -- MATCH LINE SEE SHEET 2 3 +28.97 PLAT LINE ; \, 6`,PVC ROOF /YARD DRAIN I.E. - 4@8.7"(12" CPEP, S, E) ,d- -_ �(1 _ - - -- I I- }---t - - -- E - - - -� - - -- - - - - -- T - - - I STUB OUT 5.1 5' 4 (o" W 4 59 .50 A 2D ">Gj 2J •2 o N 0 � �� I WI LE `419.69 STUB OUT I I n I 50' eo I 20 JOINT DRIVEWAY/ ',,6 PVC ROOF /YARD DRAIN .I I I N 1 UALITIES ESMT. STUB OUT cY I.E. =419.49 65';LONG ASPHALT TRANSITION IE =41ss4 o I STA`2+15.62 HOQUTAM AVE NE I I' I I i i J I UTILITIES I Q a- I I CV o a =STA 660:87 NE THIRDS 1.0' I i' Z x-20 ASPH N8822'11 "W `MI 12 ASPHALT I 1 I �� I i 1 PA M MT w 0 STA 1 +86:82 -20:7'_ LT1 0 N o I C.O. 43.0 __47 00' N I° I 30 30' 1 1 - -- - -- CIO: 0 Q O INSTALL: Nim 1' I LLI _ I PAVEME T`, EA -- - -- I In I CATCH BASIN NO B -TYPE 1 o m I I I W' OL. _ N88'2 %11' °W__ I I I 4 9' I ¢ (SEE C O.R. 4ETAIL NO. B =b1) o 5 0 1 1 1 I I RIM ° - °° 22�j :I I I 1 2 L Ln I � EDG EX. I I AZ 6 PVC ROJF YARD DfZAIN 1 32 I 3 U o 16 � �Y ,1 2" CPEP. W /N� S; �.7 IN:IR�� I I W PVM I 2 / STUB OUT 5 5 ¢ J T g 1 I.E.= 419:59 ' '1` 4081.71 S.F. 11 w o N ,3 - 19.23 S I I L 1N o 4518.83 S.F. I w I W d I I I = I On _ 2 STA 6 +11.60 18', RTS=4l$ olMl 41$:7 I 1`N I _ 6" PVC ROOF YD DRAT i 2 INSTALL: 'I I� W> I.E.= 419.49 F _�_- _ I J RMTCH BASTt O. 2' -TYPE 1 6" BOUT, OF ARD DRAII o i I B OUT i 1 s;UB-C RO / i' I � /� I _ o � I (SEE C.O.R. DETAIL'N0. ;B -Ot)' I STUB - OUT`., I o 6" PVC ROOF /YARD, DRAIN r NI N I E I.E. =419 06 I STUB Nw I I 0 Iq 1 �' _ = 20.45 Nl STA 1 +9218' RT I 1 _ o � X412" CPEP, ��.5)i I I I:E. 4 I i o I ; i mI 31 of END 36' ROAD WIDTH �_ i:E. =4ffrb9 (6" CPEP. N) I 8' PRIV.`DR7�IN I I S i f ° I - - - -- - - ^ --- 3683.71 S.F. °zI START TAPER I - \ �� I�•I� I.E =418.46 ESMT. I I I L Co lm i - 5 WIDE_DRAINAGE ESMT. I P�Q `3SO - -- - - - - -- - ----- - - =-�- - - -'a 1� 30 6 PVC ,ROOF /YARD DRAIN I`O• STA 2 +0317.9' RT I I r� 1 35:00' S 0.50' 18 50 tI�oy - I A J STAIR OD 3931.79 S:F. w I COLLECTOR PIPE IY INSTALL• I p �p DWY 5`IWIDE CONC. SIDEWALK CATCIII BASIN NO: _9 -TYPE 1 I I '� 3 F-12� O DWY DWY N _ EE .O .R. DIET. N0. _B• -III) I WHEEL CHAIR RAMP (TYP) 4c61� 6 PVC ROOF YARD DRAIN IRE- 418.OtI W STUB OUT N f%1°II,RIM S E60% W C.O.R. DE1 - LE =419.89 o I LE.`93 (12` CPEP, S, r E) 0 S cV &.7 01 r - 412.Ig �= 413.1 o S 1. (s" Pvc, w) I a s+ 0.87 6 +D4 C ET 5100 -J - -1- i V '. '• �, --�� ---- zo.00' -- ' - - - - -- " "'� - - - -- ¢S' H S ER MH 0. 3 `- 275.79 C. :�B PVC: SE R MAIN S= O.00FT. _ U- In io I H ND M 20' ASP M 0. Z `r7 20 b2 "CPEP N 61 L.F.^`12"' CPEP c� N N88 22'11';W PVMT. ) - -+ O �l $ =10 09� M S =0.62% Q p - -- - -- 3 00 - 47 F 00 O 4 - 0 _ - 0 45.2Z I cl 5' N9 E CONC. SIDEWALK p z 1 I AND UTILI E EA MENT I z¢ 'oo 7jV / -- 12449 - -- -- -R -- - - - --� L -- - - - - - -- - - -- - - - - -- 1 z /� - INLET I.E.= 413.00 STA 6 +11.6016'' LT p �2' W TRASH RACK & 6 PVC OF Y D DRAT N CD 3 BOUT I �8 t� / h• INSTALL, d) C I / STA 2+ 3�13',LT I� O 11 O G CATCH BASIN NO. 1 TYPE 1 Og; FA I W/ RIP RAP PAD 6 PVC R00)` ARD DRAIN II.E.= 419.39 i INSTALL- � X ;(SEE C.O.R. DETAIL NO. B -01) 1 STUB OUT I CATCH BASIN NO. 20 -TYPE 2 -48 0 3 0 ?0(F ;RIM= 4Si7hk22:IO I.E.= 419.79 WITH OLID LOCKING COVER �Z o w J A18 1 �p LE.- 12" CPEF1, N, 1jE) STA 5 +5016' LT 1 (SEE C.O.R. DETAIL < 0. BR-01E & BR -01) Lt I ® 2 "CP f Fi?.' _ 'I r4 _ _ _ _ _ _ _ _ _ - _ INSTALL 7 LE -- 5 �✓�(12I CPEP.` Ej o U o OW CB #19A% (TYPE 2 -48 ") I ATCH BAS N N0. A -TYPE 2- f I c 11.11y F C I 1 48,. NOPTH , m I I - O. BR- zz . 0 35 w 34 I.E: =4 (12" CPEP, N, SE) mI o. N I N i �I W/ BIRD CAGE LID- ,(SEE C.O.R. DETAIL N 01)' i SCALE• 1" - 2d', 4I }Gj o Z RIM: f (EMERGENCY OVERFLOW)}12I4j ,RIM= 4i47t99 424.IZ 4435.Q� S.F. Ni 3758.19 SO. FT. I. 4160.19 SQ. FT. I o I I oUTCET IE: ,1 (12 "CPE0,S)gI7.CjG� ILE.- ,�12 CPEP, E, W, SE) I CA oo I M WI I t= 413.00 I (SEE DETAIL, SHE. 1J') I 04, -031 ZI "i° 33 I W o N I 1 ( I °0 1`- + �Jo I RETENTI Olt /D_ET_E_NTION' _ _ _ _ _ _ _ RECOMMENDED FOR APPROVAL ( I STA 2 +59 -3�' LT- HOQUTAM AVE NE I °0 O °lm I POND =STA 6+130 -43' LT -NE 3RD ST .,16, 1 16' ZI (SEE SHT. 11) TRACT A �. DATE: UP&P r INSTALL I DRAINAGE II - - U 59 45 S.F. B'' DATE: I CONTROL IdH N0. 19 TYPE 2 54" ' 1 (SEE C.OIR. DETAIL NO. BR -04) 3' , 25 i I END CURB, GUTTER' 136 LL RIM= 2�✓ a I & SIDEWALK 0,," CPEP, NW, SE INLET) SS M„ I PLAT UNE - EY: DATE: I 32L 1 CPEP; ---------------- rn 45.24' ;_ I 43.00' - L r S88'2211, E 165.24' STA 2 +9216' RT & .LT i 5 =0:5 + STA: 3 +2 ,,i4 T S 211 77.56 T 6. L 88'2 "E 2 DY: DATE, END TAPER INSTALL Q -- BE AD ° ; CATCH B/iSIN N0. 11 -TYPE 1; C ITYa: O F FLE N'I' O N GIN 32 RO 0� - 6 PVC ROOF/YARD STUB QUIT ` STA 3 +26 16' RT (SEE C.b.R. DETAIL N0. B -Ot) UBLIC WORKS sTevey <F CATCH BASIN NO. 10 -TYPE 1 RIM =+i IP�'�'.g� DEPARTMENT OF P fig P aQ srnsy F I.E. = 419.33 (SEE C O.R. DETAIL -NO. -B -6t7 U s A LE.�d!ihi 12" CPEP W A� w RIM-n ZI s• ROAD /DRAINAGE /COMPOSITE PLAN y �P�.4 �, 1� I.E.(12" CPEP, E N .� I�j ENGINEER: GR xiC- -SCALE LE. 6" CPEP, E, N) E= s.u> ` JAEGER ENGINEERING JERICH'O PLAT zo 0 10 z6 Lo s0 9419 SOUTH 204TH PLACE. DESIGNED: JJJ 1 REV PER CITY REDLINES 10 -7 -04 DATE: 8/04 FILE NAME: ,F._;Jcns/ ZOO7 J,` `FTC' 2 REV PER CITY REDLINES 3 -4 -05 KENT, WA. 98031 DRAWN: DBA gyAL E �� PHONE NO. (253) 850 -0934 SCALE: 1 " =20' FIELD BOOK: PAGE ( [x FEET) 3 REV PER CITY REDLINES 5 -7 -05 FAX NO. (253) 850 =0155 CHECKED: JJJ 1 inch = 20 ft. EXPIRES: 3 i 2006 NO. REVISION BY APPR: DATE' APPROVED: o "EC,o" of " "euc wor+ks.. SHEET: 3 OF: 21 A3: Q- 323113 SCANNED OCT 2 8 2005 SCANNED OCT 2 72006 (A3:5- 3Z3lol ROLL 2 0_3 FR Y �