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HomeMy WebLinkAboutSWP2703740.20 TESC/DEMO PLAN o o a 3 N HARPER ENGINEERING ADDITION V) R-N SW 1/4 SECTION 18, TWP. 23 N., RGE. 5 E., W.M. I 0 Z 0 10 20 40 rommm O �o�z lil IIIaz woo I ' � 22.61 23.41 2.5.67 0 00 = 24.1 23.07 23.29 23.91 III `�l l 22.8 C� 23.96 0 O .8 � Q�� a_ 23.61 1; I I Q W �- 2 605 00 cn X X Q< I 22. 4 W Z O a LL-\CD u Z �" Z , FENCE ENCROACHMENT UJ VJ _ 1 I ---_ --- - --- -- __ -- ---.. - - _--.---------- --- . W Q W 9 - ---��� -- �� 4 o--�d869 �7E-------------------------------------- ----__ --CD oo;tp� ---- -- I I Z V \ RIM=27.77 EX CS EX. G8115 \ o -- t----- - - - - � ---- Z I i IE= 18.45 12" S) RIM=21.39 RIM=21.55 I I I I d �- + EX. CURB IE-18.46 12" N ` Z L1.1 , = ) IE-= 18.94 (12' N) IE=18.25 (12' S) EX. CB #4 O \ O i (TO BE REMOVED) W� RIM=21.95 `��-- - IE=19.09 (6., W) EX. 60 LF 12° SD Z� --- ---- I--- {r--------- J O Z 29.4 �� EX. PAVEMENT EX. 50 LF 12" SD EX. PAVEMENT ---------------- p3 IE=17.68 (72" NW) � �-- --- II TO REMAIN I I IE=18.27 (6" NW) i p ° , W ^ W N � TO BE REMOVED ° 1 EX. 22 LF i II ------ i 7'i EX. CURB r - - - - - 36iLF EX. SD ° e 29.3 (TO BE REMOVED) o---------- b----------_------_ ---o---_---------e------------------ 12 SD I =_ -- Q \ I II� I i o c� IIu II ui 29.4 \ I 1 II �1 a 11 EX. S MH _ EX. CB #0 2F?.0 \ I RIM=21.55 28.6 1E=17.45 (12" E) d II II I lE= 17.30 (12" W) II II D 11 I II I 11 I 0. 28.6 \ EX. STRIPING I II II I II a . (TO BE REMOVED) I II II ° II a� 2 2 EX. BUILDING I II 11 z 1 I I 011 O 2 \ FF=22.2± ° ° II ° ° a 1 0 Oil 29. 11 LEX, 68 LF II I1 22. A6 12° SD / I I 1 O \' 11 I I 0 0 ( I I EX. CB #2 1I I ° I v O �r \ v - EX CB#9 II I I II *0I CONSTRUCTION LIMITS I i I 1E=16.59 (12" Ej1 v I m \ \ RIM=21.34 _ IE= 16.59 12" WII �I °a I �I. \ /N \ 28.� v lE= 17.81 (12" S) EX. C8#V co o Q' / /E= 17.94 6" SE RIM=21.33 (T CURB I a t 28.3 I IE=17.81 (`/12" E ^��-� 1 (T BE REMOVED 0) -_ _ \ / I II 111C-1 eR581'1�1 'I1 IIm m... =-I Ln J o:0) • \ TO REMAIN - ° EX. SDCd 27.7 J ( ) �_ SAW CUT LINE '�_ILI1- _ --fI - i cal / 7a---------------a- ---- ---- -- - - � / \ i - - - - - - - PAVEMENT I LEI 0� EX. SD TO REMAIN i o ' 1 w o o Q � 27.0 • � - i t I E REMOVEDI � � � / � 3: \ i EX. 25 LF 1 - _ _ _ _ �� o l l w / 0O >\. 1 ---- ---- 1 11 z � O 1 � w � �, \ INSTALL CB �sII� i.Ii.�I..!Iilir-IT-�-T-I�++.F!+����=�-I,-�_-_ �-=-�------ -- -- -- EX_2 0 LF D � 2" SD I I SAW CUT LIN� XII ono F=I o a z< w 27.5 \4 J ', (13 LF T BE R MflVED - 3�- -�5" - EX. 36 LF 1" SD' EX. 9 LF 2� �� X Z Q _ o �• PROTECTION PER ----- --_ , AFT R NEW STOR HAS 0 BE EPLAC + - J� w' o / z / 21. \ DETAIL SHEET C6 EX #1 T5" D ° � Z L,J U \\ EX. CURB , BEEN INSTA LED) II ' w / 7'' I RIM=F F. ✓�� cu >� o \ / / ] J (TYP) _ (TO BE REM VED)`' PRQTECTIPCB27.0 - ��27.3 EX. PAVEMENT EX. PAVEMENT OfrT�41L SH C6 SAW CU E�U oo/,\(Z) TO BE REMOVEp TO BE REMOVED _-P�)------11-!---l------- -- -F-X--------------------'�\\SAW CUT LINE �- I I .ui cQ JK y-----, (I u-=-------- IE=75.11 75" S) a = Z/ / / \ ♦ EX. CURB --- ---- ------------ ( ----I�--------- w0oo / V� a 0 ♦ '� II I rF=-r�2�-(--------- ❑ ❑ -- -IGK -- o 26.7 \ �� ♦ `; \` _ (Tg BE REMOVED) N 2 .3 u / 26.2 II I. II �I LLn s o 0 0 > y w o Z o Y U p Q o_ o_ o_ 00 U Q w O O N Q w \ \ \ n X W L 0 o 0 m z � � O z z V) w w j ry 0 0 U U w w o_ o_ LLJ o0 m Of Of 0 o O I20.4 I I I I ,L / 20.0 I I \ I I I I \IZ I I I i 21. � CALL 2 WORKING DAYS BEFORE YOU DIG: 811 / 26.1 cv /21.7 / f ,\ \ \ 19�� EX. PAVEMENT , '♦, \� �L I 2 TO REMAIN ♦ ♦ I �,13 / / \ 2 0 ♦ ♦ _- CURB iAl (TO BE EMOVED 25.7 \ `� EX. CURB �\ C C c C C C i I I c C C \ �a II i w REMOVED) I cn - \ i EX CB #11 p EX. PAVEMEN I) = RIM=22. 13 21.7 / �. \ _ -z _ ---- --TO REMAIN / 1E=18.00 (12" E) I I \ L - 8 / 25. 4 `� SAW CVT MNE- ! ! m� LLw �s INS ILL CB L° \�_ OTECTIO PER ° 22 0 `� �� �' � \ 22. �� \ DET SHEET 6 21^$/ 25.6 24.2 (TYP i'/ ° LLJ CD 22.g Q z b +� O I I \ \ 25. �� 24.3 EX. PAVEMENT TO REMAIN EX. PAVEMENT TO BE REMOVED ® CB PROTECTION -------- 22.7 GAS-KhAf�K€k-----------------------------------�' II � o CD /� 23.9 (TEST CONNECTOR) I � Q _ o I - Ln U °�i � i� �. 0 11 N � � I- J �- -----23.322.9 S01°2110 W 115.02 ° -c Lj- m CIN ----- _ _-_._---------------- - - - - � n _ _ I GAS PIPELINE MARKER D FOR APPROVAL RY BY BY CHECKED FOR COWIJAWCE TO CITY STANDARDS Date Date Date DEVELOPER: HARPER ENGINEERING 700 SW 7TH STREET PH I L /pA RENTON, WA 98057 WASI � /pF _,A� o ?�p 38375 �Nl SIE�NG\�``� AL ENGINEER: BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CONTACT: DAN BALMELLI CITY OF RENTON DEPARTMENT OF PUBLIC WORKS TESC/DEMO PLAN HARPER ENGINEERING ADDITION DESKdHIED C P DATE 03/19/2014 FEE NO. DRAWN DSC CHECKED DKB SCALE FIELD BOOK PAGE_ APPROVED SHEET C2 of 6 DIRECTOR OF PUBLIC WORKS 0 U Lf) i> cl- 0 N 0 0 3 Ln Do Ln cp / o, / Ln 00 Ln Ln 0 0 0 EL N L0 Go L0 W O Z m O W U m