Loading...
HomeMy WebLinkAboutTED4003231.74 Ff _ STA ^ , „7 2 STA 6+361 N • ( ,v 15 • C I STA 4+-,6-� RT LT�HQQUTAM AVE NE C INSTALL WHEEL CHAIR RAMP 0 o N 1+•� (.a0%0bo� t L ' INSTALL: SEE C.O.R. DET NO. F-06, ALT) STA RT INSTALL: � •�� "� i5 • I Z CATCH BASIN NO. 8-TYPE 1 ( INSTALL. uj o z (n 'I'� CATCH BASIN N0. 4-TYPE 1 w o w w (SEE C.O.R. DETAIL NO. B-01) CATCH BASIN N0. 2-TYPE 01 (SEE t ) SEE C.O.R. DETAIL NO. B-01 J Q w RIM=•`?- 1 W (SEE C.O.R. DETAIL NO. B ) RIM-4r�1-�0 •g. o _j CD o � �• 6 PVC ROOF/YARD DRAIN » RIM=*22- +4,1.0t . 1. E. (12 CPEP S)Air • �! 12 CEP, SE, W) Z �� STUB OUT ' (,"�►S,� f t �- �{ .�G I.E.=r44�75�- 12 CPEP, NW S} „ I.E..94 6" PVC YARD DRAIN N q /�v �1V "� ®' M_ .�, �; - �.1� 6 PVC ROOF YARD D AIN. ( )%•1!� 4 'l . I�1 j • �� n � � I / � I . E. = 428.57 I I o I (�� ='�'l�d-: '7- I--__ 6" PVC ROOF/YD� ' 6 �v_� OOF YD �R IN I slue OUT K' N18' RT 1 Y - --- TUB OUT , I STUB OUT I o Z I I.E.=420,45 W I 6" PVC ROOF/YD DP*IN �, TA 1 + 9 2 T, _ �, _ N, -� - - �� I �. N IQLID ,N Io STUB OUT N Io 1 31 I.E.=419.0� - 0O END 36' ROAD WIDTH Q �.N p I.=418.86 I ��, � I� I.E.-428.77 N I`r? -----------_ START TAPER I o - �� rn 2 o i� 3 0 °' q ;��----�$82.71 S-- o „CPE fi � �_ ---- --��-_Z`�-_ _ ' �_ I _�- �__-- � ----- �--- 0'1----Z_1 30 I --__ I 38 LF�e _ -- -_- `� - - - ------ -----a E'y 32 ii W Q Lj--00 L1J 001 3931.79 S.F. oWHEEL CA -RAMP (TYP) o S0,5 % CP35,00' I _505011 r 58,50° 50.0�0' 50.00' z O =13 -.DWY N88.2211 W IWY DWY C.O. DIET NO.�F_Q6, ALT) �F�_:DDw DWY Q 21 ; I- � n STA 2+15.62 HOPUTAM AVE NE S,O 6 pgEP 0- a- 5 ,WIDE CONIC. SIDEWALK \ I ° C I °- 1 (� b� U T1 _ THIRD S. C� NE THI U O I -- - -STA 6+60.8�1 I 6+ 0. 7 0 6+00 5+00 - 4+0fl ,, 1 w I-- -- ----------------- --- m - -``j - - T--- -- - + LO Y F _ - --j w z I 26' WIDE DRIVEWAY TA 36.02�23.32' LTASTREET 3RD � rn -END 20 ASPHAL.T W.C.RAMP �- N E_j � 1 (Jj N 47.00 N N88'22'11 W� PVMT. �ya�z 43 00_ o O 20 LF 12"CPEP - O ^^ ;,= --- „----- -- _ ^' 61 L.F. 12 CPEP 114 L.F,N12" CPEP STORM PIPE @ S=9.09% M 200 L.F.-12" CPEP STORM IIPIPE ® S=3.27% 1 O 45.22' N88'2211 W N f- S=10.0% Ld C� _ w Q Z z I AND'ES EASEMENT ►� z -- - -- S-0.62% j 5' WISE CONC, SIDEWALK DWY N 88'2 '11" DWY DWY 1 _ 0 Q L-------------- -- ---------- oo < 7, 124.49'1 50.00 I 50.00' 50.00' 1 Z -I I Io 46, L.F.-12" CPEP @ 8.7".1 � INLET -I1I.E.=�1369•41�,'Llo � -------------T-----! Z <'� %�'� z W/, T! A' S*H RACK & 33 I 34 I o 6�< �RACT W/ RI, RAP PAD 6" PVC ROOF/YD RAIN 1 I 1 33 I 8Q �Fti DRAINA��. ND\. I slue OUT I 1 Q �2�� b t �� v NORTH --�---� 0 FA � ��• 1 P � '�� INSTALL: ;' STALT ��t- 9 ,, � I.E.=428.77 � 7 1 � SCALE: 1 �� = 2®y I �w ! ,14 _+ 4 3 4 I� �o OUTLET T �i- 8 LE _ STA- •24-3-t�' LT-iHOQUTAM AVE NE I.E.=4110 CATCH BASIN N0.1 1 TYPE 1 STA �5�hIp LT 4 G,1-jNl�j,2 INSTALL: 2+�✓°I•(SEE C.O.R. DETAIL NO. B- 1) q) o - » �� CATCH INSTALL: BASIN NO. 1 A -TYPE 2-48" I INSTALL: LT 1 U PLAN o � CATCH BASIN N0. 20-TYPE 2-48" STA _ ...�. - ._..._' LT-HOQUTAM AVE E RIM-�i�-4-1-- 422., 'C WITH SOLID LOCKING COVER INSTALL: , I.E.= �@ (12'PFP, E,, N) •4•i-►.4� (SEE C.O.R. DETAIL NO. BR-01;) CATCH BASIN NO. 3-TYPE 1 1 Q SCALE: 1" 20' (SEE C.O.R. DETAIL NO. B-01 E & BR-01) CONTROL MH NO. 19-54 OVERFLOW CB #19A (TYPE 2-48"` ; RIMS I 4Z1�•�`� (SEE C.O.R. DETAIL N0. B-01) 1 a RIM=422.�84 (SEE C.O.R. DETAIL N0. BR-04) ,� � ��.71 W/ BIRD CAGE LID 1•E. 7,df? (12 CPEP; E; W, SE) RIM�4 tiIO.`I4 1 W, 42, �� v RIM=*2* +23`1'. I.E.= - . (12 CPEP, E) RIM: -44" (EMERGENCY OVERFLOW)4,14L.117 41YI.G1 I.E.=�7.36 12 CPEP, E, W, N) I`IIli �. �1 { •"' 1 u' n I.E.= (12" CPEP, N, SE) I.E.=4t5.-OG (12,� CPEP INLET, NW) 41 (j• �� IE: + - (12"CPEP,S).; p- I.E.= & �6" PVC YARD DRAIN, S)- 11 , � v +Ijo I I.E.=445.00 (12 CPEP OUTLET, NW)+11�. R j (SEE DETAIL, SHT. '11) 1 mow INFO cr v .. .........................................................1......... ....:. E..................... ................ ...-----......... ..........._.... ....------..... 1. ..... ................ _------_-------- �.E PVI STA:= 4+50al N 1 LOAN POINT ELEV = 422 23 :PVI ELEV = 431.00 �114 o z LOW POINT STA = 6+11:60 A p = _2 88 1 �' _ PVI STA'= 5+90 -,.�� ,� 4-�- K = �41.67 1 .......................... ................ ............ .......... .... ................ ..........._. ........._.._.-----..-... ......... ..............................................-.. ; 445 j' 1-11%PVILEV" _-421.61 �� ` 445' f Ljj A.D. 8.71 STA LT :N INS -FALL: ¢ ,-: I K- 9 18 CATCH BASIN NO. 1 A -TYPE 2-48" 1 w _3 j (SEE C.O.R. D TAIL NO. BR-01) ez I- �,. r- .. ... ............ .._-. ...... .......... .. _....... _..... __.. _......... _. ...... ... .. .......... ........ .. .._ ...... -ice ......... L...... ....... ................ ............... ............ Q .440 . . o }.. o ve R F► = : �7 1� ...,Y;.. �. .440 z I I z °- _ N I.E.- .00 (12 CPEP, E, W, SE)bj d 1 00:J a- N I z '''. V) W 0 N II i O U 11 -> ZW p m w O op PROFILE CENTERLINE EXISTING GROUND m -> -0) m . - ..-....... C...... - 435 ..... . m.. ................................................................................ _j�CL + IHp 0w N 07 w Ld U Q OF �y z I- (�'+� U F L/ 1' V ' I I f- II N i. QCu U U - -- SLOPE V) ,;� m o + _i °° o r > p�',% p NORM P+PE > U�- � v `° Q m - pPE'9 I •tap L.F.N12 CPE w w.S �w II II=�1 ¢w �� ,6 ® 1 . P ..... ....:�j .. z. ................ . ................ ....................... .. .......... ... .... ......... .. .... .... .... .. ... .... .... ..... .. .... ....... ...... ... ..... ...-.. ... ....� .. .� .Z .�. .., ...... .... ../... ... ... ... .. ............ .. ....... ....... \, •. .. ? .. 4-25 'rrr 'g w cn _ v..rr'_ - GzM .P N t,,,. 4Z5 _ _- o CO Z c.7� CL - Lv 2.00% w o _� w o IZ w I�z w� L.F... ......... ... .. ...... ....... ........... .... ... .. ...... ........... O ................. ................ ................ ....... .. .. ............ ... ................ .. .... ....�I�..�._ (,�. .. a 420 �. ��PE�­* �r �s , �.. ;. 42© �'i> 11 61 �F�1 ! -�'' U �' J U� ® .6 � 2 CPEP .S=O 2% I I I j O�,oIQ- 0_ W Z �lr(14,V Z a �� ST RM P �, w �• w n- z,Q 46 L.F-12 CPEP Ca? S=8.70% o �-'. _ :2 z z i a O. 6 % I 00 00 : : .� 4� 5 �; f O 1. m of m o 415 1 RECOMMENDED FOR APPROVAL + • z �,► + N DETENTION POND � �' �v ♦ + � OUT FALL TO POND Q Uw II it Q �w II I r a Q I `n 1. E, -44..OG cn QUJ �_ W «rb Q W �_ Lj 7- = ., BY-r 4 DATE.• 6 05- I UV/m m................ ..................................... ................ ................ ................ ........ + - DATUM E V II _ 410.00 BY DATE. - N O (01 CO I- (D O K) N .11-00 oo I'7 co O) N N o CO co O r^. In n (0 r-- C N 00 N N N {{ N N? fa 00 � C N M 4 N N 7 NN NN NN NCI' N IN NO) r;O 1) -- �N d- tr d N d- N N (.� N v N N N) tr t� v BY. DATE: -_-- ................................. .......................... .................. ...................................... .......... tguu ulu6+50 1 6+00 5+50 1 ll PROFILE 1.0� NOTE: CATCH BASIN OFFSETS ARE TO �� STEVEA, 5 J. Jq 20 5 THE GUTTER FLOW LINE HORIZ. 1 = 20' P of WA i �`� was FG' ui cr�SCALE: VERT. 1 = 5' �% - �PP��F yl+0- _p, L FA ( 1 �"20734 �� q /0'VF1����cCl$TEt"-���� (>J 1 / ZDo7 OVAL 2 EXPIRES: 3ZlZ2gL___j I A PORTION OF THE NE 1 /4, SEC. 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. � � N0. Z GRAPHIC SCALE 0 101 20 40 ( IN FEET ) 1 inch = 20 ft. PER CITY REVIEW PER CITY REVIEW REVISION 44-50 ENGINEER: 4+00 JAEGER ENGINEERING By.DATE,• 3+;50 . I CITY OF' RENT'C:)N • DEPAR7-MENT OF PUBLIC WORKS NE 3RD ST -ROAD/DR.AINA GE • . JERICHD PLAT 10_8_Q4 9419 SOUTH 2O4TH PLACE DESIGNED: 5-7-05 KENT, WA 98031 DRAWN: - -- PHONE NO (253) 850-0934 - - CHECKED. FAX N0. (253) 850-0155 BY APPR. DATE APPROVED: 1�0qNWIFP M T SGANNE- L; OCT 2. 2OC • fib JJJ � DATE: 7/04 DBA - JJJ SCALE: 1 "=20 DIRECTOR OF PUBLIC WORKS Co FILE NAME: FIELD BOOK: PAGE: SHEET: rj OF: 21 &/, � ,� z ?/0 6