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• <br /> (E)SURFACE <br /> 1'-6" MATERIALS <br /> (E)EXCAVATION 4111.10.- <br /> WARNING TAPE % a`& <br /> //\,\\j\\\ _ \\j\\j\\j\\ , <br /> \\\//\\ \, ,,\\� \\ �-� Your world. Delivered. <br /> `IF', /\\/j • /\/ \ UNEXCAVATED PLANS PREPARED BY: <br /> jAREA 11111.-. eF...0...64,....Vg <br /> tDAN@P7,wo.i.c. <br /> 5TO <br /> /\\ //\\/\< <br /> COMPACTED FILL <br /> \/\/\� 18928 WOODINVILLEREDMOND RD NE,SUITE 210 <br /> \/\ "O O : 0 0.. /\\/\\/ WPHONE: 25.WA 98072 <br /> PHONE:425.437.1732 <br /> / // 0 :- 0 ,+ // // WWW.CORNERSTONEENGR.COM <br /> \ PROJECT INFO: <br /> O0 \\\//\ COMPACTED SAND <br /> \//\\ S WA6451 <br /> /////////�\// CEU T W0 PVC <br /> ON EA <br /> (E)1 5/8.3 COAX \\\/\\\/\\\, (TYP OF 4 PLCS) EDGEWATER <br /> (TYP OF 12) <br /> 1927 W MUKILTEO BLVD <br /> NOT USED 12 NOT USED 11 NOT USED 10 CONDUIT DETAIL 9 EVERETT,WA98203 <br /> SNOHOMISH COUNTY <br /> 22x34 SCALE:NTS 111x17 SCALE:NTS 22x34 SCALE:NTS 111x17 SCALE:NTS 22x34 SCALE:NTS 111x17 SCALE:NTS 22x34 SCALE:1"=1'-0" 111x17 SCALE:1/2"=1'-0" <br /> ISSUED FOR: <br /> C CONSTRUCTION <br /> t4'-0" _REV.:DATE=ISSUED FOR: BY:. <br /> (OR AS RECTO) SNAP ON PIPE CAP <br /> I I <br /> Q12-04-17 FINAL JRF <br /> WCS RRH(TYP OF 2) A 11-22-17 PRELIMINARY DMO <br /> 0 <br /> I• • •9 1 —DRAWN BY:=CHK.: APV.: <br /> 0 0 0 0 <br /> DMO 1 MWO I MWO <br /> CURRENT ISSUE DATE: <br /> 12-04-17 <br /> a 0 0 0 <br /> _LICENSURE: <br /> WCS RRH(TYP OF 2)firilk <br /> FLEXI RRH(TYP OF 2)® I• • • <br /> 4.4s$LEy <br /> 0I-.-9-T o _ _ o ���tJf, Wt4,, • <br /> 2 1/2.3 STD WT PIPE <br /> NOT USED 8 (SPACE ASREQ'D) .• 0# .4'4---.....- <br /> 22x34 SCALE:NTS 111x17 SCALE NTS 1• • a w ►I 2 1/2"3 STD WT PIPE it.i`l�� <br /> yi (E)H-FRAME POST <br /> o„ ^k t ' =JURISDICTIONAL APPROVAL <br /> CONCRETE PIER O J/ <br /> POST I FLEXI RRH(TYP OF 3) d <br /> if,�i CONCRETE PIER 4 <br /> 1 <br /> GRADE _' - • • •. -.fr.-= !till,. • • • ► •. ► _ a <br /> aT T-.• ;!- i i t tW .t, / .• •. - �• •4.. '• • -x.. •7•7• • • •T • • -• w' <br /> _ / / I _ -PROPRIETARY INFORMATION: <br /> —I —III I III--I I —I I />/:. / \ / I I—) I I—-III III— I I I I DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY <br /> III-I I I a - —III—III \\ \ /\ \\/ -III—III —III-III ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY <br /> \ \/\ III--1 I III—III- ERRORS GA OMISSIONS UPERSE ALL EDBY PREVIOUS <br /> I II I n� l' `I I HI I l / // / I DRAWING ARE SUPERSEDED BY THE LATEST REVISION. <br /> I N / / \ / I I:- nIS INFORMATION <br /> PROPRIETARYBY NATURE.IN THIS SET OF AN USE OR DISCLOSURESCES <br /> -III— ° III- �\ ��., -.I -I �- <br /> I :— \ \ \ \ \ \ \ \ —i (; I 11- OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS <br /> / = STRICTLY PROHIBITED. <br /> 36"DEEP CONCRETE BASE 1 I I :4. I I I I� j '/f \/ /\//\j\ \/j\ ! DRAWING TITLE <br /> (2400 PSI-5 1/2 SACK MIX) I 1 \/\\ L �\ \ L J \/ L J <br /> P <br /> !i \ <br /> LJ "° j\/ \ <br /> ° <br /> DETAILS <br /> °`I \,>\4/\\\'/ \ \ ��\\%/ \�� <br /> NOTE: \\ •\\\\,\ \\\/\\\i t DRAWING NUMBER <br /> ALL EQUIPMENT TO BE 6" 6" MANUFACTURER SPECIFICATIONS PER FRONT VIEW SIDE VIEW 4 li ) <br /> . <br /> A-3. 1 0 <br /> CONCRETE PIER 4 UTILITY H-FRAME <br /> 1'-0" 11x17 SCALE:1/2"=1'-0" --22x3¢SCAt .-I'= - "- CE!JOB NUMBER: LTE 3C-4C 17 09094 <br /> 22x34 SCALE:1"= <br /> 1 —(1 IxI7_SCALE:1/2"=1'0" <br />