Loading...
HomeMy WebLinkAboutWTR2703226.2Ov DEC` j - UGP/T TV - -- -- -- t C N .TWA K� --UGP t HORIZONTAL DATUM SW 1/4, NW 1/4, SECTION 17 & SE 1/4, NE 1/4, SECTION 18, TOWNSHIP 23 N, RANGE 5 E, W.M. -' 2" C 18" DEC CITY OF RENTON, NAD 83/91 WASHINGTON COORDINATE SYSTEM, NORTH ZONE. BASED CONSTRUCTION NOTES: -?� -fl 50 -t ON HORIZONTAL CONTROL POINTS 205 AND 1887. POINT 205 BEING A MON IN CASE AT 1O 24" WA SEE NOTE 1 10 8" SD IE 31.97 19 8" SS IE 34.51 26 4" WA 3 FT MIN COVER 34 8" SD IE 3,6.65 ` ' ° THE INTERSECTION OF BURNETT AVE AND 8" SD IE 30.19 2" GAS SEE NOTE 1 2" GAS SEE NOTE 1 4" FD IE 34.72 2" GAS SEE NOTE 1 __ __ - ,2" s, c 2ND ST,; POINT 1887 BEING A BRASS PLUG AT THE INTERSECTION OF RIVERSIDE - ; IL L:' A - -- DRIVE AND WELLS AVE. ® 8" SD IE 30.71 11 8" SD IE 32.37 20 8" SS IE 34.56 8" SD IE 32.39 35 8" SD IE 36.71 s,, 19+00 8" WA SEE NOTE 1 8" WA SEE NOTE 1 8" WA SEE NOTE 1 8" SS IE 34.18 UGP SEE NOTE 1 -- s5 S5t 5s 31 VERTICAL DATUM - 5S --- CITY OF RENTON, NAVD 88 BASED ON CITY VERTICAL �3 8" SD TOP 30.9 12 6" RD IE 34.89 21 6" WA 3 FT MIN COVER 28 24" WA SEE NOTE 1 36 8" SD IE 36.74 GRAPHIC SCALE '` G 2" G--_ G 3 -- CONTROL MARK NUMBER 1939 WITH A PUBLISHED 8" SS IE 31.86 4" FD IE 36.34 8" SS IE 35.28 8" SD IE 32.51 UGP/T/TV SEE NOTE 1 20 0 10 20 40 -- G G - - ELEVATION OF 11.383 METERS. 11.383 METERS x -37.345 FEET. „ » » w 12" DEC 33 I 39.37/'�- ® 24 WA SEE NOTE 1 1� 8 SD IE 32.20 22 6 WA 3 FT MIN COVER 29 8 SD IE 32.74 © 4 WASTE IE 36.70 - - - UTILITY CONFLICT NOTE: " - 8 SS IE 32.03 8 SS IE 34.53 6 RD IE 35.84 2 GAS SEE NOTE 1 4 FD IE 37.60 _. _. - 11 a F rr/r,: 34 - E __ T 2" °dJ ( IN FEET ® uGP/T/ ti CAUTION: 0 8" WA SEE NOTE 1 14 24" WA SEE NOTE 1 23 6" WA 3 FT MIN COVER 30 8" SD IE 32.81 1 inch = 20 feet \r THE CONTRACTOR SHALL BE RESPONSIBLE FOR 8" SS IE 32.36 8" SD IE 32.30 4" FD IE 34.75 8" WA SEE NOTE 1 \ �'' '` i. 35 VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF t � 0 \ (. ALL EXISTING UTILITIES WHETHER SHOWN ON THESE ® g" SS IE 32.63 15 8" SD IE 32.59 24 4" FD IE 34.80 31 8" SD IE 36.52 I �' ' '\CIO 36 PLANS OR NOT BY POTHOLING THE UTILITIES AND " » „ „ �I CONC, BLD ' M'.6, SURVEYING THE HORIZONTAL AND VERTICAL LOCATION 2 GAS SEE NOTE 1 2 GAS SEE NOTE 1 6 RD IE 35.97 12 WA 4 FT MIN COVER ,�, .I II PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE .\\\ W F . FCOO CALLING UTILITY LOCATE ® 1-800-424-5555 AND » » » w STORY HSE. j FIN FL00R=40. / v THEN POTHOLING ALL OF THE EXISTING UTILITIES AT O 8 SS IE 33.14 16 8 SD IE 32.74 25 4 WA 3 FT MIN COVER 32 8 SD IE 36.55 101/103 t CL NO BASEMENT m z c > r> LOCATIONS OF NEW UTILITY CROSSINGS TO 6" RD IE 36.09 8" WA SEE NOTE 1 6" RD IE 35.79 12" HP GAS SEE NOTE 1 FLOOR=42.7 ``' ' W PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. IF CONFLICTS SHOULD OCCUR, THE „ " w PARTIAL BASEMENT M w CONTRACTOR SHALL CONSULT PACE ENGINEERING TO ® 8 SS IE 33.44 10 4 FD IE 35.44 3� 8 SS IE 35.55_ RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH 4" FD IE 37.14 6" RD IE 37.04 8" SD IE 36.61 t Z CONSTRUCTION. ' BRICK BLDG I \ Q GENERAL NOTES: 24" WA SEE NOTE 1 18 24" WA SEE NOTE 1 # 105/107 \ ' 1, 39.75 CONTRACTOR TO VERIFY DEPTH OF EXISTING 8" SD IE 31.32 8" SS IE 34.39 FIN FLOORENT NO BASEMENT � �� � UTILITIES AS REQUIRED. t \ C"; I MCLENDONS HARDWARE u STORE FIN FLOOR =40.4 1293.47' TO 1/4 CORNER BASED ON FOUND POINTS ALONG R/W I I I w FROM IN' :. OF C/ WATERWAY NO. (1293.34' F.B. 100G) 1 M O00 00 It) Z OQ�� b�b I z t 3tY9 3D i ,t I I ---o------U---�O-.•--•.. �y z t -` _ f z0 - -- _ ° SS ` SS - - - g5 SS _ -- !I SS SS 1 - --- - - x c to \%`� Q �j7I W 4- H ft si 2 at a Jg � \ `• \ _ I -- - � II z cn x II U ^I 1 O Z ❑ �g - I ^.: - I W t.1 4U a v II - J I -z ° ❑ oo) 00 on _ ----' --- --3 } L6 I F------ 1 - Q # n' I Z DO r1j U M U I , ■� N ° - ; a i / 4 pA I CD II Z II Z �I - - mLd i� ----- f --s= _ w U�� ❑ LJ N p Li CIO LLJ -- M ~C14 I o �� L 7 _ +n N7 - LAJ - _j 6 `-"-'i -- t x < coj `4 a e 21 ° , �� CL p _o Q I.,. - f -�< (I Z a° ° a v ° I -v p€ �Q ■ KaO _'.3 O --- ° ° a 26 c c0 II r� - _ - m�-; , _ -�_ 4 ° v . ff _ II Y- 7 '- . rr�l e ' ° .�. ° 'h+a x -'� r - - - -a'il U �� 'a-- 1'-- --'�• - -r v ° �: �.` I Z Z Z Z �7 - -v v ....._ r v ( - -° i n _�_ f - a-... .. _..... T (Y_ O U 0 Q O! -1 '" I _ ° o II y l s -(N-" I 3 I 9 VI W W W W N 3 iA rF Z °c.-1a. � - •_ : F:-__ ° �n 1 I '.a '-vo U v Q , Q ° I �-W . ✓ i ° I r- '� En d - ^- (/ - �a+ - - - -. W - _ - w-I--__-. w - _ w --- -_ __ .., _ 7 oa '•°'�--F -__ _ _ f - a o °c o ,Q 10 -_- _�; fit) _... _..... -.... w -t-• z 4 w -_ _: _ �-30 - w 9 _ w w19_ =- - - - - ___ "0 I I W ; IN w W µ -- O ---- G-----------.-.-_ G G G :,y' ` 4� -- 7_ _l .. w - _ h _ 1 w --- o - 3 W 24" D.1, W w - --� My yy - _- 3 18 I _ G W W w W ----_ . W - - - o 1 - s s c G o� - ss - _ _ 3e _ i -- _ _ 0 4 8 �.� _-- N01'29'20"E -- }----- - w n --- W o N 13 , ._ SS SS W 5c W / _.-_ 2 4" DEACTIVEG 37 907.83' W 0813W g5 D G .. - _ TDa" - r TRO-_. SS c ASPHALT ROADWA METRO 55 SS METRO SS SS Y 1 f ' s(� ` -METRO SS - - - G av 0 3W SS SS --..- �G 4„ uEAc, - _ cv G , I ( . ----37 W W M - ---- - ..... ... r . G 3 Y ( ° ;� SS SS INK. f`t•i`.;, - -�� _.--._._.--37 � ASPHALT � D . CI�� �,`� M. � � \ t� _ o _3 - _ 1 A 11 ;c6 �_ BURN ETTAVE.ww�T M n] p + M '. U • �ZGd Zvi \ L �Z>U 0On'> Mc N 11 apt„_ �CjUEL i =r_3 pU0O r-)Z crZ Y W ti Q = � Z e v'E [� W `�' =ZdZC�t �� c C? U [l a c z an Oft 1n<w� MU., Z �asLLJoo ' I u W ii u� c�nq a] � o U 3 c!T _ W w w W W p Q a .j U W p to {.- W } Call ,�v14 of wAsy �4' of wasyr�� p� before you 7 J x D+g. f . IONAL 11L Ss10NAL 1-800-424-5555 j o UNDERGROUND SERVICE (USA) EXPIRES 05/26/05 EXPIRES 3/19/07 z o Z n oO VERTICAL: NAVD 1988 o ALE:1 „-20' _ow HORIZONTAL NAD 1983/1991 ,_ CITY OF M E R R I LL GARDENS AT RENTON CENTRE DATE: SURVEYED: SC JUNE, 2004 �. DESIGNED: FIELDDOOK: Engineering Planning Surveying 3 PERMIT RESUBMITTAL JMB 3,/3/05 JMB "u RENTON PACE: Penhallegon Associates Consulting Engineers, Inc. 2 PERMIT RESUBMITTAL JMB 2/14/05 JMB DRPWN FPH - DRAWING NO: 1 PERMIT RESUBMITTAL JMB 1/10/05 JMB CHECKED: ONE INCH DATUM �,OMPOSITE UT�I. TY PLAN 750 Sixth Street South Kirkland, WA 98033 www.pcceengrs.com AT FULL SCALE Planning/Building/Oublic Wcrks Dept. C1.4 PH: (425) 827-2014 1-800-945-8408 FAX: (425) 827-5043 IF NOT ONE INCH Gregg Zimmerman PE - E Kirkland . Seattle N0. REVISION BY DATE APPR APPROVED: JMB SCALE ACCORDINGLY .., Administrator SHEET, 8 OF: 1 5 x S® APR 2 RECOMMENDED FOR APPROVAL BY / DALE {Y / DATE S BY DATE BY DATE