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HomeMy WebLinkAboutWWP2703846.4SE 1/4, SECTION 14, TOWNSHIP 23 N., RANGE 5 E., W.M. I I II � o �I � � O I I 0. } 01 00 I I J r 9101 ui Ln I �� v 30,E 1 ' 4' CHAIN DO LINK FENCE a_ e w I.E. _ I J 46.8LF 24" CPEP @ 0.79% 0. I :.. (n �d . _ z 1 �I 2 I FEE-- 443± FFE= 441f Q W N Z s I r OD E. = 440.00 .= aLd I SSMH No. 1 - TYPE 1 48„ d e » �- STA. _ _,�-0+06.8,----0.5-L w S O97 RIM EL.=----441.57 (TYP•) +Lj I.E.(IN)= i-•429.85 a d I.E.(OUT)= 429.75 i / g —1 Ai B-9 � Q i ` N8818'16"w 593.67' - �A-2 SSMH NrA�- RA SHALLOW - >. 1 2+4 1.0 L µ = - --�434.12 , __,�,3 �)= .28 ------ 431.18 I ` -- 0 3 00 -� FFE= 437f.._, - n 111'11 1\111 AI"frA s ? i PUBLIC =--253.6LF - 8» " 900 ~.-- - -- - 0.52% N 81 1 » o SE 140TH ST. o 260.66' (P BLIC STREET) — .. -.Cl) .. - > d rt74 d-------� �: ILO N I N � A II CB-TY i1 N o+ ``! RIM = 43&97 ' jr. I.E. = 436.0 ( )I W p Q SS t o O 9d .. N R MMH 439.28 I0 FFE= 439± FFE= 437± I.E. = 428.13 MC I A gC 62.5LF 12" CPEP 1.66% I ;LE.= 4. 0 z I 10' PRIVATE STORM DRAINAGE EASEMENT � 00 LR CB-TYP E I I EX. 6 WOOD FENCE RIM = 437.25 N88°23'10"W 15 I.E. = 435.05( ) .03' N O O W 9041 SCHOOL BUS i —EX. FOGLINE z STOP AHEAD N w o 0 60.5LF 12" CPEP ® 7.41% O CB-TY I _ - RIM = 43 .21 I.E. = 433.59 N) I z x w LE. = 433.44 , S) WOOD SHED AND I BREEZE WAY 124.4LF 30" CPEP ® 2.60% I ' t ! 00r 01 05 O "Po �^ n EX. 6' WOOD FENCE II UTILITY CONFLICT NOTE: Z THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSIONS, AND DEPTH OF ALL EXISTING UTILITIES, w WHETHER SHOWN ON THESE PLANS OR NOT, BY POT HOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL o LOCATION PRIOR TO CONSTRUCTION, THIS INCLUDES CALLING UTILITY LOCATE AT 1-800-424-5555 AND THEN POT HOLING Y ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT g CONFILICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON UNVERIFIED PUBLIC 00 INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT DMP, INC. N TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING TO CONSTRUCTION. w CONTRACTOR LIABILITY NOTE: THE CONTRACTOR AGREES THAT HE/SHE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PORJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS ell REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD DMP, INC. HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DMP, INC. r co d- N II + Lj 04_ 6 FFE= 436.80± i e VATE __SMT. \jt 5 FFE= 430.5± - EX. 4' WIRE FENCE - 1 RECORD DRAWING (AS-BUILTS NO. REVISION AS —BUILT SET UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. ACTUAL LOCATION MAY VARY. I CONFIRM THAT THE LOCATIONS, ELEVATIONS, DEPTHS, AND AS -BUILT COMMENTS REFLECTING MATERIALS ACTUALLY USED DURING CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE:- L7----- BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 811 EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION OR DEPTH. CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date S=384606 RECOMMENDED FOR APPROVAL BY— BY— BY— SSMH RIM = 431.71 I.E. = 423.24 I I I O SSMH RIM 429.04 0 I.E. = 4 0.09 MC GJ '0 m I I.E. = 425.43 N CO 00 01 I W _ Q z °' r— N O 41 T � I C n N 00 00 I 30, I LLVLIN V — W EX. WATERMAIN g EX. WATER GATE VALVE © EX. 8-UNIT N.D.C.B.U. ® EX. WATER METER -0- EX. UTILITY POLE F— EX. UTILITY POLE ANCHOR 0❑ EX. CATCH BASIN -TYPE II © EX. CATCH BASIN -TYPE I 0 EX. SANITARY SEWER MAN HOLE o EX. MAILBOX EX. SIGN -0-0-0— EX. CHAINLINK FENCE ❑ ❑ EX WOOD FENCE —X— X— EX BARB WIRE FENCE EX STORM CULVERT EX DITCH DECIDIOUS TREE EVERGREEN TREE CB -TYPE II RIM = 425.52 I.E. = 421.32(1\1,� i I i E = 419.98 GRAPHIC SCALE 30 0 15 30 60 120 ( IN FEET ) I inch = 30 ft. P� R S. p06 lFA o� tiA 2 352 e� o�FS'S F01 T E�� IONA L STAMP NOT VALID UNLESS SIGNED & DATED DALEY—MORROW—POBLETE, INC. 726 AUBURN WAY N. AUBURN, WASHINGTON 98002 PHONE: 253-333-2200, FAX: 253-333-2206 1ncorPoro ENGINEERING - SURVEYING LAND PLANNING SURVEYED: SCALE: �A( DATE: N/A AS SHOWN HORIZONTAL D1983/1991 ,� PRIL 28, 201 1988 DESIGNED:AS ' 1,' - CITY O F M I N DY'S PLACE FIELDBOOK: DRAWN: R E N TO N I PAGE: ASP I ONE INCH I DATUM DRAWING NO: 09/29/'17 ASP I CHECKED: ASP AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SEWER PLAN 1218000NSTAS BY DATE APPR 11 APPROVED: SCALE ACCORDINGLY OF: ASP U 15000278 SHEET: 1 3 � L D G � Z �IJ c� z �= c mm m. m Cil Nz m m m m O Al M D z 0 C 4AI m m C> e� �N N oob n t�1 W