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HomeMy WebLinkAboutTED2702916.4NW 1/4, NW 1/4, SEC. 149 TWP. 23 N., RGE. 5 E., W.M. O r7 0 a N o ., X o Z O U °o Q o 3 k.� WU Q z O Q Y U N O LLJ 0) z � z m 0 O N W 4i Q a a Q (A N LJ__ W a LJ CIO N Q 0 N 0 of d ¢ ® � [--•� Q cw7 CD w w z w o 'C�4 r rF--,ICD w� w a E 0 m CC C c _40 C 0) z o Q z z o 0 U Y U w d W o � o yo } W o W Z W aZ K 0 W Y a r a_ Q 0o w N N Q o x m Q � I C� v W W 0 o V) 3 N > w a U N r V v N w z w � o Z %"6� - Vc - JJPA$ 30' i 30' I �! TYPE l 1 RIM 496. 3 -�t 45 6.0 I 12'lE 452.+QJ.26 ll I I � � t RE, F CB 12 CB 13 TYPE 1, STA. 54+55 TYPE 1, STA. 56-�-55 322' RT 32.2' RT. RIM -;� 462.59 RIM 47-:T& -t 472.58 12 %E 459. 461 12'lE 469. 49 .35 .08 jOA DISK 1 YV /Fk)N H 1 CONSTRUCT 1/2 STREET IMPROVEMENTS STA. - 52+90 TO STA. 56-f60. SEE TYPICAL ROAD = BASIS OF BEARINGS N I �• SECTION, SHEET C3.31 - 88°22'17"W L 41514- 11 V� + (N88°21'23"W - K.C.A.S.)� N88°21'19"W MEASLn N.E. 4TH ST. ° ,\ 2623.87-MEAS ��. POTEN7AL POWER POLE RELOCATION 4 503 6 - - - _�622.33 - K.C.A.S. (2622.47�- MEAS) 11 REOD- CONTRACTOR TO COORDINATE. EX. 12" SD TO SE POTENTIAL GUY POLE RELOCATION37 T- - --L� 12'� 158.0 :0447 REMOVED REOD CONTRACTOR TO CODRDINAIF I 14 200.4 36. 90 STA. 56+90, 35' RT. -. ,RENT'1 g W/ R/P7RAP7 '�73& TRASH RACK - - _` NVON t(N185! - ii " - ASPHAL T REMOVE AC I I i f r--------7 1 -- --- _ EX CB RAMP, I+ I I -� (---------j RAMP EX. CONC. CULVERT I 1 I I I ( I TO SE REMOVED MATCH EX. I :! I., REPAIR EXIST RIM 455.0 f l= CONC. I; I I 1.' I I BLOC. 1 EX. 30;lE 450.3 SIDEWALK I + I I SETBACK I DR/ VEWAY EX. 12 /E 451.8 LINE /TYP. I f` 1 I r C 2` ,' I I I� I I (I I •` I 1 1 I I I'' � I I !I I _ 1 I I ; `I !, POTENTIAL POWER POLE REL OCA 7701V REOUIRED. yl I I L - - - - - - F CONTRACTOR TO COORDINA 7F Ld _ si 47LF 6" J7 20 PUBLIC/PRIVATE U77LlIY AND PR1VA7F ACCESS \ / �63LF 6/ 20'puql--Ir7pR1V,4TE L77TUTY-- �•'� 00 ?. I I I EASEMENT I I r / -AND PRIYAIF ACCESS I N I I EASEMENT 1 t, 00 I ROAD AND UT/LIIY u T# ! I I 'v._ 456-_. 'I /CB B ; Ln IMPROVEMENTS ARE I, I ' t, TYPE, 1, UNDER w I L------- _. I - - - - - - . _' ' h z I L L OCA TE A T P.R. C. >rlrfP BIN CONSTRUCTION. LIJ J ` - - - - - - - - - - - - VI f�NC, iih t.�iNDA IMPROVEX NTSAND I-------- � ` a 45 ,..._ v SHEET METAL SIDNG RIGHT OF WA Y I SHOWN PER ENG L j o I I '_ Z ;' CB % � � � I � 1� V` 6 /// CB 9 , { PLANS APP D z ( I i.3 p�- - - - - I.8 TYPE I, STA 1 -1-12 - - { 8-23-00 Q cal 15.2' L T I 39LF 12TYPE I,, STA. 0f36 I I I i 15.5' RT. I I I SS'0 W oo i' S 7HOU0H CURB FRAME & I I Ito -� Ln I L----- -- d --- -- -1 L_ _ GRATE I j I G MH i �,_ Z F ( ---- --- ----� ' INLET 4A I Ico , h °° TYPE/ S36 CONC. INET 155'LT I '.11o21STA 0+54, 155'LTCB 1 I II(' THOUGH CURB FRAME ( THOUGH CURB FRAME TYPE l & GRA IF ���----------� CRATE --- 33.0. I SrA. 2+34 I I 1 --------------- .,i, x (� 15.2'LT I.. 17L-F 12 - ------------ -J f L= _ STA. 0*00 u .....-...»---_... ......_. .. NICEE A VE. STA.IJLF o N N.E. 3RD CT. EL 444.14 - �71- - '� N88°21'19" W�' -..._. _ N , d ` w INSTALL TYPE 111 BARRICADE ELF >2 _ _ .. N CB 4 --- N 429.81 �- � , - PER CITY STD. PLAN H018 TYPE 1, STA 0f54 w N o 15.5' RT . THOUGH CURB FRAME & GRA1F ( i I "r----TYPEJ,�'-11-E69------- - OUTFACE 15 I INTAKE 3A N I 15.2 RT. 3 EASEMENT (7-W I I W/ RIPRAP I I I I W/ RIPRAP TRASH RACK ( I ; I € 437.99 1 I - i 12" If 438.92 NORM p IN�4GE_.TRA I I: I 1 f I ( I 7 OUTFACE ►; :1 CB ✓ TO HOMEo1V�Rs As OCI` TIO j f k� 3 0' I 18......_ u# � Y� �� J�� I W RIPRAP f I TYPE ll 54 " ELF 12 J 12 /E 438. I I I 19.LMLF 12 I . W/ RESIRICTOR TEED j 05 I! I I.0055 L I 1 SEE DETAIL C4.31 06 I-=------ �- I I I I I SOLID ROUND LID _ 6' (' ----------I - --- �- ------ L__ II ------ -----� RIM 444, r� .62 � ' `�" .. 73LF6" -------- 66LF 6" 72LF 6" 12 If 3LF12"9 _ _.- 438.82 0.0200 10.9 LF 12' zw CB 2 N88°21'19"W x 400.17 (EXTEND EX. 1 101404 TYPE It 48� 15' PRIVA7F STORM STUB ' ORA/NAGS EASEMENT W/ OVERFLOW GRA TF II 4l 1 SEE DETAIL C4.32 .60 �! CB 1 ( OVERFLOW EL. 442.E TYPE 1, STA. 4f 90 12 " IE 439. 9W 23' L T .04 SOLID RECTANGULAR LID I I I 1111 RIM 442.5.21 12" lE 437. Z.51 R 40 2 916 08 POND OWNERSHIP AND MAINTENANCE SHALL SE THE RESPONSIBILITY OF THE HOMEOWNERS ASSOCIA 77ON. AS-bU I LT SCALE: 1" = 40' 0 20 40 80 BENCHMARK BENCH MARKS PER CITY OF REN TON SURVEY ON NA VD 1988 DA 7UM PT�1852 = 3" BRASS SURFACE DISC. IN THE INT. NE 4 TH ST (S. E. 128TH ST) & 148TH AVE S-E. EL. 454.77 OR (138.614 METERS) PT�2103 = BROKEN BRASS SURFACE DISC. IN THE INT S. E. 129TH 5T. & 156TH AVE SE. EL. 547.94 OR (167.013 METERS) �ERIC C WA '•� K"�/ON STER�`� ��F�AL ENG� q-Z7.0( 4205 148th Ave. N.E. Suite 200 Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 DESIGN ENGINEERING ° PLANNING • SURVEYING A S Ei' U I LT SCANNED SEP 1 3 2002 /4& V16 r SCANNED JUL Z 7 1001 99102C401