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- -I FOUND REBAR WITH CAP LS 13343 IN PLACE 2/5/2001 EX. FENCE - -' - - 100.00' I GRAVEL i PARKING LOT i PARCEL i 514310-0020 (UNDEVELOPED) 5' TELEPHONE EASEMENT PER tREC#5711524, � N,I o s$ • Ln o 0 FOUND REBAR WITH CAP LS 13343 IN LOCATED IN THE N.W. 1 /4, SECTION 7, T21 N, R5E, W.M., KING COUNTY, WASHINGTON �+ .;tie;.•• a 0 V-- - - ---- - - — ___ — EASEMENT FOR INGRESS, EGRESS, & UTILITIES - _REC#7511260213 EXISTING BUILDING FF = 55.25t EX. SS C.0 ASPHALT EX. WM (4)- PARKING LOT { EX. GAS S 89'01'36" W 200.06' LID 195.06 E-D 011i,ER MH fV -3F X X ) X I i II I II �I X I 1 z I I! Io � I II I I I I II 1 30, I L I 7 II } !I ! I -----EX SSMH '� 09-27) RIM=54.26 ! IE(8")=46.91 EX. PP �-. -I--- HP-;-- f I ! I I X I ! I I I I I I 5' R/W DEEDED II RLC#6346601 0 SITE 30TH ST NE EMERALD � BRANNAM - � 26TH ST NE PARK � DOWNS I , o ,�, 26TH ST NE i - "' N � 24TH St F� 00 � Z31� ST � ME f�1ND ST NE a AUBURN � AST ST NE W MUNICIPAL AIRPORT 16TH ST W r 15TH NE 15 3 ST NE -- AUBURN y9 c� PJ0 �O = 167 >- VICINITY MAP 1� N.T.S. SITE DATA SITE AREA............................100,694 S.F. (2.31 AC) ZONING..............................C3 OWNER INFORMATION PROJECT SURVEYOR MR. HOOMAN BODAGHI HOLMAG, WASELL AND ASSOCIATES 5955 20TH STREET EAST P.O. BOX 1038 FIFE, WA. 98424 1036 COLE STREET PH: (253) 922-8830 ENUMCLAW, WA 98022 FX: (253) 926-6690 PH: (360) 825-6963 PROJECT ARCHITECT PARCEL NUMBER LANCE MUELLER & ASSOCIATES 130 LAKESIDE SEATTLE, WA 98122 PH: (206) 325-2553 LEGAL DESCRIPTIONS 514310-0010, 534360-0033 a I THAT PORTION OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF SECTION 6, I TOWNSHIP 1 KING COUNTY WASHINGTON MORE 0 2 NORTH- RANGE 5 EAST W.M. IN II z C 1 SPECIFICALLY DESCRIBED AS FOLLOWS: ' W o II C-AZ I I - EX. PP BEGINNING AT CASED MONUMENT MARKING THE INTERSECTION OF 26TH STREET g I o } I NORTHEAST AND AUBURN WAY NORTH; THENCE ALONG THE CENTERLINE OF SAID AUBURN WAY NORTH, NORTH 0' 59' 00" 11 WEST, 290.00 FEET; THENCE PARALLEL WITH THE CENTERLINE OF SAID 26TH STREET NORTHEAST, SOUTH 89' 01' 36" WEST, 35.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 89' 01' 36" WEST, 195.06 FEET; _ THENCE PARALLEL WITH THE CENTERLINE OF SAID AUBURN WAY NORTH, NORTH 0' 59' 00" WEST, 45.00 FEET TO THE NORTH LINE OF LOT "C', HAZEL B. MCKEAN 5' R t DEEDO / z 26TH STREET hIE' ADDITION TO THE CITY OF AUBURN, ACCORDING TO THE PLAT THEREOF, RECORDED 4 REC#Q.;4n601 I n A I I I IN VOLUME 72 OF PLATS, PAGE(S) 56, IN KING COUNTY, WASHINGTON; 'PillEX. SSMH 409-32 THENCE ALONG SAID NORTH LINE SOUTH 89' 01' 36" WEST, 170.00 FEET; EX. �/W I RIM=55.22 THENCE PARALLEL WITH THE CENTERLINE OF SAID AUBURN WAY NORTH SOUTH 0' - �($ )-4 17" - 59' 00" EAST, 306.05 FEET TO THE NORTHERLY MARGIN OF SAID 26TH STREET it NORTHEAST; ' EAY{ '' of THENCE ALONG SAID NORTHERLY MARGIN SOUTH 60' 48' 09" EAST, 0.53 FEET TO / PLACE 2 5 2001 ;` ` ° - ° " °-== 1 ^' `' L1_1 1-_: 1 REC 7105 I I THE BEGINNING OF A TANGENT CURVE TO THE LEFT THE CENTER OF WHICH BEARS L / / � I 1'51" --- . `1. AST, - - - - � - _ - NORTH 29'1 E THENCE SOUTHERLY AND EASTERLY ALONG SAID CURVE HAVING A RADIUS OF 27.23 t X. PW'c \ aIx �"ffiowmo z--- - FEET, A CENTRAL ANGLE OF 30'10'15" AND AN ARC LENGTH OF 14.34 FEET; Y" THENCE CONTINUING ALONG SAID NORTHERLY MARGIN NORTH 89' 01' 36" EAST, PP TANGENT CURVE TO THE LEFT THE TER EX 340 92 FEET TO THE BEGINNING OF A TA � CENTER I, m GRAVEL m D=3010'57" R=77.23' L=40.68' PARKNG LOT 0 NEW BUILDING FF = 57.30 "0 iWit� ; Ii:`1 i` d N � O Z Ln cD 00 a N(D z O U n CD Z 00, w a X O Q L`- I—! _Z z cm� :� CL �V W z O a 0 � w= Z w cn w w � Z =p Z m LAJ U N 0) N N 00 U L � � w z z U U U s a a. a 0 in (n c I M N Z OF WHICH BEARS NORTH O 58 24 WEST; ��� z - _ -SS THENCE EASTERLY AND NORTHERLY ALONG SAID CURVE HAVING A RADIUS OF 10.00 - -ti-- _ EX. UTI . x I " � - - - \ FEET, A CENTRAL ANGLE OF 90'00 36 AND AN ARC LENGTH OF 15.71 FEET TO THE E CD __ WESTERLY MARGIN OF SAID AUBURN WAY NORTH AS RECORDED UNDER KING ty z _---_---- — --- 340.92T— i I , N - COUNTY RECORDING NUMBER 6346601, IN KING COUNTY, WASHINGTON; � � _ MARGIN, NORTH 0 9'00" 6�� ! I X THENCE ALONG SAID WESTERLY M N, 5 WEST, 255.00 FEET TO Z \ THE TRUE POINT OF BEGINNING. y E?_Sa1v1H 99yrs, �Y :h; - - - _ 3 EX. GAS RIM= -- - _ - in o LID I D=30'1O'15" - 400.00' R/W DEEDED PER � �-R�27.23' - " f REC#9503130605 L=14,34 _ _ _ 2_6TH_ _ST_R_EE_T N_ � 3 -Z - - - -- s�+ o--------8" W^----- - _-OHP------ \`------------.-.- =0—HP—-W---------- �---e----------OHP- --- --- EX. SSMH '409-31 RIM=54.39 IE(8" CONC(W))=51.19 NOTE: SEE ARCHITECTURAL SITE PLAN PREPARED BY LANCE MUELLER AND ASSOCIATES FOR SITE LAYOUT / DIMENSIONING. VERIFY ANY DISCREPANCIES WITH THESE PLANS WITH BNR ENGINEERING PRIOR TO CONSTRUCTION. V I IL..I I I %✓V1Vr Lllr I 1 V V I G. CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXIST';JG UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIE: AND SURVEYING THE HC':IZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL OF YHE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONZJLT BNR ENGINEERING TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 30 GRAPHIC SCALE 30 N ( IN FEET ) 1 inch = 30 ft. J`- D=90'0036" ! R=10.00 L=15.71 III Is &%zduolu "Irl � A Ml E �� ATE BASIS OF BEARING a � THE CENTERLINE OF 26TH STREET NE AS SHOWN ON THE CORRECTION PLAT OF MARDEL ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN = VOLUME 75 OF PLATS, PAGE(S) 67, IN KING COUNTY, WASHINGTON. V) IEn VERTICAL DATUM ?® LIT CITY OF AUBURN RR SPIKE IN POWER POLE ALONG NORTH SIDE OF 26TH NE, JUST OF E ST. ELEV 52.76 Lij �. Q WEST NE. = (NGVD 1929) 0 - LY DATE �3 TBM#1 WATER METER NEAR THE NE CORNER OF PARCEL B ELEV = 54.41 TBM#2 RIM OF UTILITY MANHOLE LOCATED APPROX, 142' WEST AND u Q NAME 31 NORTH OF THE CASE MON AT AUBURN WAY NORTH & E-- 26TH STREET NE. ELEV = 54,90' W SHEET INDEX C1 CCVER SHEET C2 STORM DRAINAGE & GRADING PLAN C3 WATER & SEWER PLAN C4 NOTES & DETAILS = Li1 0:_1 RECORD DRAWING CERTIFICATION Ir— C) THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. = BY:DATE: 03 N z TITLE/POSITION CONFIRMED BY CITY DATE: Q PROJECT REF: FAC 02-0006 `j drawn by chocked by THESE PLANS ARE "APPROVED" FOR CONFORMANCE D.E.B. D.E.B. scale data WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMI=NTS 1 "=30' 2-05—n APPROVED BY: iLJ - Job no. C 1 —1 0 3 e DATE APPROVED: ` g k Z C 1 —T sheet of Q C 104f 03 0 )7111 UTILITY CROSSING TABLE (DIE 12" SD=53.12 TOP 12" DI=52.12 O IE 12" SD=53.90 TOP 12" Di=52.90 O3 IE 12" SD=54.04 TOP 6" SS=52.36 O IE 12" SD=54.13 TOP 6" SS=52.32 �5 IE 12" SD=53.59 TOP 12' W=52.59 LOCATED IN THE N.W. 1 /4, SECTION 7, T21 N, R5E, W.M., KING COUNTY, WASHINGTON DETENTION/WET POND VOL. REQUIRED=..............................5,706 C.F. VOL. PROVIDED = ............................. 5,812 C.F. T� ELEV.=....................................57.30 BOT. ELEV. (LIVE STORAGE) = ........... 53.DO 100YR W.S. ELEV.= .........................56.28 TOP DEAD STORAGE ELEV.= .............53.00 BOT. DEAD STORAGE ELEV. =............ 50.00 INSTALL: GRAVEL FILTER WINDOW PER DTL 2/C4 '52.67 '52.74 ))STALL 6'-8" RIP -RAP FOUND REBAR WITH QUARRY SPALLS TO CAP LS 13343 IN / POND BOTTOM. PLACE 2/5/2001 EX. FENCE 2.67 • ' " 100.00 3 it '52.50 "52.72 2OLF 12' PVC SDR-35 0 r . I '52.86 GRAVEL o. � 5710 PARKING k EX. CB#3, TYPE N LOT PER GRA 01-0038 PARCEL RIM = -57:89t S6•78 I ,, "52.85 514310-0020 IE (12") = 52..41.49 (UNDEVELOPED) 133LF 12" PVC 5' TELEPHONE SDR-21 0 0.+- . 045TOF EASEMENT PER START INSTALLATION REC#5711524) OF CONC. VERT CUR "52.84 ( PER DTL 3/C2Ln I S I = t `,,' BW = 53.00 I � "52.91 O 8 _ �_ `_ O c7 "52.42 �" \ GRAVEL / m \ I PARKING I LOT NJ ECOLOGY BLC "s3.n 2.51 - WALL "53.02 �CB , TYPE 1 1 �u "53.,3I I RIM 56.30 J / IE (12") _ 63-1t i / I "53.10 jjj / I D=3010'57" 4ATCH EXIST. R=77.23 GRADES 0 2.67 0 I I FOUND REBAR WITH _ �.,y2 I` CAP LS 13343 IN (! - - BW PLACE 2/5/2001 I = 53.uG C4By� , TYPE 1 - - .- .- - 52.9 \\. RIM 2.50 ------------8° W - -- 60. leb EX. SSMH END INSTALLATION \ \ \ 99¢S' 9 41 93. 53.11 RIM=-_._- OF CONC. VERT. CURB \ \ 53.12 IE(8" CONC(W))=-_ -_ PER DTL 3/C2 \ \ D=30'10'15" 53.49 MATCH \R�27.23' S3.,o L=14,34' q 26TH ST. N.E. 25' R/W 25' R/W 17.0't 0•5" 2.5' 5.0' 7.0'(MIN) CONCRETE EXTRUDED F/C L/S S/W L/S CURB I AC PAVING PER DTL 1/C2 EXISTING CONC. ROLL CURB TO REMAIN. r /1�3k.F 12" PVC SM-35 0 O.OX. / 3.97 1 C4 EX. SDMH , TYPE N-54'i FUTURE CONTROL STRUCTURE PER GRA 01-Ot33e MODIFY PER DETAN. 5/C4. RIM m SM c7ps; IE (12") _ 6-e.. 8'1 </,V) !E C12'� 5z i5 <u1�,4 EX. CB RIM=53.93 "5' HT. S!2G MATCH EXIST. IE�12" �N�=51.73 E=51.68 7 -CHAIN LINK _ EASEMENT FOR INGRESS, E�ftAt1ES ® EX. CB H i ' 93 FENCE W/ BW = 55.00 R. (rn'•) RIM=54.84 ACCESS GATE EGRESS, & UTILITIES IE(12„(W)_r4�� 9.9' REC#7511260213 ( - IE 12 E)=5i-N 5/ 30 -' - NEW (12 ) S = 51-34 SXS 30 EXISTING BUILDING EX. SS C.O. o TW = 5\ARK ALT EX. WM (4) FF = 55.25t BW = 5ING KEYSTONE TW = 5fi.75 cr'cD S.�S CB TYPE 1 S5. 16 RET. WALL BW = 55.50 c RIM = 56.i5.Pi� 55.i5 "54.63 " 54.43 s: 9.9 = 7.00 IE (12") = 53..I EX. GAS - BW = 55.00 IE (8") = 53.28.Al S 89200.06 LID - ----w5 . -- �. - "------- '--� EX. P WER MH 56 55 SDR-21 \ -- ---- --- ROOF DRAT! 0 0.50% MIN. (TYP.) 1 1 CONNECT SPOUTS TO \ I ROOF DRAIN PER DETAIL 2/C2 (TYP.) VERIFY DOWNSPOUT 1 LOCATIONS W/ ARCH. PLANS I 54- NEW BUILDING ! 5 FF - 57.30 10OLF 12" VC ✓ /E ( ") '-42/ <N) 1 SDR-21 0.37X CB , TYPE 1 I RIM = 56.3T.2 CB , TYPE 1 DOWN T (TYP.) IE (12"� = 53.�6. 7� RIM = 56.3�•/9 7.30 57.3C 5^ IE ,1 _= 53.88. 9Z 57- IE (12") = 504- // r~, x I I I I I I � I I m x EX. CB (2, TYPE II-48"0 S PER GRA 01-0038 I li W/ SOLID LOCKING LID l I RIM=55.25(± E5•'/9d I ) W=5i:% ✓�7 W47 30' I I IE �12 24"). E - 48.25 " EX. CB 1 RIM=54.03 IE 12"(W)=51.64 IE 8"(E)=51.34 IE(36"=48.10 r I EX. SSMH 409-27 55.19 RIM=54.26 IE(8")=46.91 _ EX. PP 14 -I HP- r - SAWCUT, REMOVE, AND REPLACE s� 4.38 EXIST. CURB, GUTTER, AND S/W I IN KIND PER COA STDS. I I l4 7 15 EX. CB#2k TYPE N-48"i PER GRA 01-0038 RIM=54 &2(+) 5� IE 12") N=5t+5/S'F b 5.06 I IE (24") W = #&�25-4/f 0 / ,C,4D0410CE.1 5 R/W DEEDED " rn I REC#6346601 tn 70 INSTALL: CONCRETE, VERT: CURB GUTTER AND SIDEWAIX PER COA SIDS. .70 I CO w-� II $ .38 EX. PP t .OS r t Fg I • .04 I.. 5 y5' R/W DEED6 REC#63466011 26TH STREET N 5 5 50 , X. SSMH 409-32 EX /W II RIM=55.22 5T - - - - - 4550 5.50 5.84 I �I d 55.7 I ?y EX. CB MAT04- - S 89'01'36" W EXIST. 400.00' MATCH EXIST. 54 R/W DEEDED PER i 26TH STREET NE 3 GRADES (TYP.) M EX. REC#9503130605 - - - J D=90'0036" --�--- `-- R=10.00 ------ 8' W____ --- ----------W---- - - - -�'OHP-------OH?------- II L=15.71 ----------OHP------ - -- - ------�+�5--- - - - - INSTALL: EX. PP INSTALL- �, IMDE CXXiERCI . D/IN EXISTING CURB TO REMAIN. 4 EX. SSMH 409-31 32' WIDE COMERCIAL D/W RIM=54.39 PER C.O.A. STD DTL PER C.O.A. STD DTL 12 STOW-1 C IE(8" CONC(W))=51.19 STOW-1C 4 26TH STREET N.E. LooKINO WE C2 SCALE: 1"=10' HORZ. 1 "=5' VERT. UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BNR ENGINEERING TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. EX. CB#2, TYPE N-48"0 EX. CB 2A, TYPE I-48"0 PER GRA 01-0038 PER GRA 01-0038 EX. CB RIM=5{t) 5�iN9 RIM=54.94 / .So 57 ............. .. ................... ►E ........,� . ...... " )= .30 t) mil. i0 IE 12 IV=51.G# • 59.. IE W-51.66 s/.4�t0 IE (24") W = 48.2& Z# IE 12 E 51.34 IE �12*) 241 E = 48.25 NEW (1 Z°� S = 51.34 .05 54...................................................... ............................................... ■........... I ..................... . 54 EXIST. FIBER OPTICS AND HIGH PRESSURE GAS ■ 12" CPEP 0 51- MAINTAIN 1.0' MIN VERT. SEPARATION FROM ALL EXIST. UTILITIES. 48................................................ 45......I........................... 'n 12" SDR-21 0 8:463X ■ .................................................. ....................................... 51 24" SDR-21 0 0,01% `� ■ ■ ■ .................................................. ...............I......................48 ■ ■ ............................................................................................................ 45 STORM DETAIL SCALE. 1"=30' HORZ. 1"=3' VERT. i 12� DATE p I EX. CB RIM=54.95 IE(8" E)=52.90 M x 0 2" A.G. PAVING 1/2' 5_1 2" 1/2" LIGHT SECTION, 3" HEAVY SECC TION -1 1 I=1 I I- SL(>PE � ° ° ' I I -III - ON CONC. CURB a o 0 o0 0 U 0 0 0 0 0 0 O o 0 ao ° o ' - > o �0 o o a 0 0 0_� -� I-� -� -� �� IT-1 I I III_ -III-I I -I -I I -I I- 4"-5/8" Wfis COMPACTED SUB -BASE CRUD ROCK LIGHT SECTION, 6" VERIFY PAVING SECTION HEAVY SECTION AND SUBGRADE PREPARATION REQUIRED BY SOILS REPORT. SOILS REPORT SHALL GOVERN OVER PAVING SECTION NOTED CURB & PAVING SECTION N.T.S. D.S. FASTNER - PER CONTRACTOR TYPICAL 4" PVC DOWNSPOUT 6" MIN CONTRACTOR SHALL EITHER PROVIDE -- DIRECT TIGHTLII+If TO ROOF DRAIN CONNECTION OR PROVIDE SLEEVE AS SHOWN WHICH ALLOWS FOR SETTLEMENT. CONTRACTOR SHALL COORDINATE W/ OWNER REGARDING CONNECTION TYPE. 2 C2 N.T.S. 5%N BUILDING I� I II - J i 1.5 LF 6" PVC 6" ELBOW AS REQ'D 6" PVC DRAIN PER PLAN, 45' MAX BEND IN 5 LF, PROVIDE GLEAN -OUTS 0 ENDS OF COLLECTOR PIPE RUNS ROOF DRAIN DETAIL cm� 0ul Z q1t c0 0) J 00 rn I I N Z cQCi U 0 1� p N `. �t Z X z z Q Z L`- M�-� z c4m�g z E3.. V) O w o F_ Ljz W0 W W z =� Z W [Io Z F _j U NZG) mmmmmmmomorl STD C.O.A. CONCRETE BARRIER CURB & GUTTER Z z f Tr PAVING PER < STD SECTION -1�I-1�II IIIIII • .`. 6" a. V)II • 0 . _ ___ _ ' • °` ` I III -III III -III- n < • •� f 1 i - a ' a 0 d O -III I I II , II I III -III z NpTEE o3NWAT GRAPHIC SCALE a• o n so ( IN FEET ) 1 inch = 30 ft. N.T.S. 1" (' _ Er- 180 0 m z Q " < 120 Z Z w < _pf w RECORD DRAWING CERTIFICATION V) THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. F. BY: �''l DATE: 3 O N z TITLE/POSITION ,gf-��� V CONFIRMED BY CITY DATE: PROJECT REF: FAC 02-0006 /zs/6= drown by oh*o"d by THESE PLANS ARE "APPROVED" FOR CONFORMANCE D.E.B. D.E.B. 'c°'' date WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS 1 10=30' 2--05-0 job no. ��--� APPROVED BY: �CJ.�.,.....� �. 01-10 3 DATE APPROVED: C 2 4 shoot of FFtl010 zof6 01 Do ?0 17/9 FIRE SPRINKLER NOTE SPRINKLER SYSTEMS SHALL MEET THE FOLLOWING REQUIREMENTS: A. FIRE LINE TO BE SIZED BY FIRE PROTECTION ENGINEER. B. BACKFLOW PROTECTION IS REQUIRED ON FIRE SPRINKLER LINES. C. A SEPARATE DETAILED PLAN OF THE UNDERGROUND FIRE SPRINKLER LINE SHALL BE APPROVED BY THE FIRE MARSHALL AND INSTALLED BY A WASHINGTON STATE CERTIFIED LEVEL "U" CONTRACTOR IN ACCORDANCE WITH WAC 212-80-010. A POST INDICATOR VALVE WILL BE INSTALLED ON THE SPRINKLER LINE TO ISOLATE THE SYSTEM FROM THE CITY'S WATER SYSTEM WHEN REQUIRED FOR REPAIR. EASEMENT FOR INGRESS, FOUND REBAR WITH EGRESS, & UTILITIES CAP LS 13343 IN EX. FENCE 9.9' REC#7511260213 PLACE 2/5/2001 W_. ,- 270.00' _ - - 100.00' 30 Z EXISTING BUILDING o - FF = 55.25t w L" Ln rn t(>S Ci LF 12' D.I. ro._ \�� 9 9' 15' WATER ESMT i TO C.O. A. GRAVEL i \ PARKING' LOT PARCEL �__, - �-� 514310-0020 (UNDEVELOPED) I , 12" C.I. 5' TELEPHONE G - EASEMENT PER 1 REC#5711524 --- -.-, � (RELINQU6 ISHED) -----It- o N cCA Ln OUi o g o I IE=55.22 r rn f/ O u .... ._.. .-_- -.. -_...-_...a-., ._t. .. n.......�.r,...... .. .... .ram-• ....,'�..t wlH-Y:e�fw�., •. __. w. rr n .r.n...-,. .... .r,--t++...e... a .. o,. r - ._. I GRAVEL R ..,T LOT r TRENCH DRAIN & CBS BY OTHERS .# NEW BUILDING ' FF = 57.30 " s� -0- 137LF 12 D.I. IE=53.22 j 15' WATER . EASEMENT r- IE=53 �i8 I D=30'10'57° TO C.O.A. t 6" SS PVC R=77.23' , SDR-21 0 2.0% L=40.68 D.I. FIRE 4 C.O. FOUND REBAR WITH x C;^,P LS 13343 IN •� I P �" PLACE 2/5/2001 INSTALL: LOCATED IN THE N.W. 1 /4, SECTION 7, T21 N, R5E, W.M., KING COUNTY, WASHINGTON I i I� I I I I i o I II I c-A Io S i II EX. CB I I I RIM=53.93 I E 12;; I 30' 14 IE 12' �N�=51.73 E=51.68 I (I EX. C8 EX. CBI j R M=54.03 RIM=54.04 'So,- I I /R 1 54.0351.64 E(12' (W)=51.64 - -SC \ E�8"(E)-51.34 IE(12"(E)=51.34 _ X E(36"=48.10 - - - - EX. SS C.O. I EX SSMH�4(, 7 RIM=54.26 ASPHALT E(8")=46.91 PARKING X E. WM (4) i nr l h -*-EX, PP WATER DATA TABLE tO FIELD LOCATE EX. WATERMAIN < INSTALL: INSTALL: 1-12" 45' BEND (MJXMJ) 1-8"X12" TEE (FLXFL) CONC. THRUST BLOCKING 1-12" GATE VALVE (FLXMJ) CONC. THRUST BLOCKING. <�> INSTALL: 1-12" 90' BEND (MJXMJ) O2 INSTALL: CONC. THRUST BLOCKING. 1-12"X6" TEE (MJXFL) 1-6" GATE VALVE (FLXMJ) Og INSTALL: 38LF 6" D.I. 1 FIRE HYD. ASSY PER CITY 1-12"X6" TEE (MJXFL) OF AUBURN STD DTL WAFH-1 1-6" GATE VALVE (FLXMJ) CONC. THRUST BLOCKING 45LF 6" D.I. 1 FIRE HYD. ASSY PER CITY OF AUBURN STD DTL WAFH-1 3� INSTALL: CONC. THRUST BLOCKING * 1-12"X6" TEE (MJXFL) 1-6" GATE VALVE (FLXMJ) CONC. THRUST BLOCKING <10>REMOVE EXIST. HYDRANT AND SALVAGE TO CITY SHOP. OINSTALL: 11 O INSTALL: * RISER AND DDCV ASSY PER 1-1/2" SUPPLY, NEW METER BOX CITY OF AUBURN STDS AND AND DOMESTIC METER PER COA SEPARATE SPRINKLER DRAWINGS STD DETAIL WASM-2. O INSTALL: 1Q INSTALL: 1-12" 45' BEND (MJXMJ) 1-1/2" DEDUCT IRRIGATION CONC. THRUST BLOCKING METER WITH DCVA PER COA ^ Lb, INSTALL: STD DETAIL WADM-1 (SEE LANDSCAPE PLANS) C m 0 C� Z Ln (0 J 00 0) D I I z N cD W" O O00 N d w a X z O Q Z L`- (mig z a. N z 0 W 0 O w= Z WV) Q W �� W V) z m: Z5 �z Z d- w m W LLJ ZHU-) J U GNO00 EXIST. F.H. X w , t i s i PLAN NOTES . W o w a IGo Z I Cq EX. PP 1. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS o; SHALL BE PER CITY OF AUBURN STANDARD DETAILS. THE CITY WILL INSTALL e THE METERS. THE CITY MAY, AT THE CITY'S OPTION, INSTALL SERVICES FROM LA '� MAIN LINE TO THE METER WHEN THE EXISTING WATER LINE IS IN AN EXISTING r, " CITY STREET; ALL OTHER WORK BY CONTRACTOR. PLUMBING SUBCONTRACTOR r, I' SHALL VERIFY THE ADEQUACY OF THE SUPPLY LINE (SIZE/PRESSURE) PROPOSED 177LF 12 D.I. r�'' Z AND REPORT ANY CONCERNS TO THE OWNER/ENGINEER PRIOR TO CONSTRUCTION. iz t" K' -- r I 2. SPRINKLER LINE, RISER, DOUBLE DETECTOR CHECK VALVE ASSEMBLY, PUMPER I uj ; 5' CONNECTION AND SUPPLY LINE, AND BUILDING SYSTEM BY OTHERS. A SEPARATE �� pEED kfi �� r DETAILED PLAN SHALL BE SUBMITTED TO THE CITY OF AUBURN BY THE I - .. 26TH STREET NE CONirtACTOR AND APPROVED PRIOR TO INSTALLATION. ATHE DESIGN SHALLINCLUDEI C o o REC#5346601 �" i. I EX. SSMH 4D9-32� THE ITEMS ABOVE AS WELL AS DETAILS FOR RODDING AND BLOCKING. VERIFICATION 5:( ' i I TEL EX. '' RIM=55Y J i' OF PIPES SHOWN & PIPE SIZES OTHER THAN THOSE SHOWN BY THE SPRINKLER a a �' EX j - -- - - - - - - �� )_" - - - CONTRACTOR, 18 T Fes- ��3. PUMPER PORT SHALL FACE STREET OR FIRE ACCESS, AND BE READILY ACCESSIBLE � a P :-AREA TO ANY FIRE VEHICLE FOR FIRE FIGHTING AND PUMPING OPERATION. �1\_ -1 _l Al REC" I 1 �X ^B 4 FLOOR DRAINS TO BE INSTALLED SHALL BE DIRECTED TO THE SANITARY SEWER VIA AN --- -- - - - - -- OIL/WATER SEPARATOR i3 n• t . �.-- - -- - - PER DTL 1/C3 1 L -SD- - - RIM=54 95 AN APPROVED OIL/WATER SEPARATOR. . t;<" ( ) 4 EX. P4�I T 4 iE 12' E 52.03 5. OUTDOOR LIGHTING FIXTURES SHALL BE SHIELDED AND DIRECTED TO AVOID LIGHT " 3 l MH ''..tR'� i t ;E \ 51LF 12 D.I. 2 I - EX. PP T PROPERTIES AND AVIOD GLARE FOR MOTORISTS TRAVELING O SPILLAGE ONTO ADJACENT � 6 49.73 I ( N ASTREETS, � IE 3 �� 0 ADJACENT ' - - D•1• ,.` \ 6. STREET CURB SHALL BE PAINTED WITH FORMULA WID--Y1, FIVE FEET FROM EACH SIDE - - �2g� DC OF DRIVEWAY. ' -SS- X. E CB _ - RIM=54.93 7. PROVIDE HOSE BIBS @ PERIMETER OF BUILDING PER OWNER REQUIREMENTS. -- ---- - - -, - __ - I 51.50 - - - - - _ F REQUIRED \, i � IE 12" E� 52 03 - - 340.92 8 1 HIGH LETTERS N FA BUILDING I POST BUILDING ADDRESS W/ 8 E ERS 0 FACE OF B DING AS/IF I I E�8" BY THE CITY OF AUBURN. - - - \ g 0�809" _ F' /I " 9. CONTRACTOR SHALL COORDINATE POWER, CABLE, PHONE & GAS SERVICE W/ UTILITY EX. SSMH $ors, �Y C.O.- 3 EX. GAS\. PROVIDER. CONTRACTOR SHALL COORDINATE POWER, CABLE, PHONE & GAS SERVICE �_, � .-- ---- RiM=_-.-- EXIST. F.H. IE = 51.10 6" S� PVC -- - N LID S W/ DE PER/BUT . 43LF 12 D.I. - S 89'01 36 W _ LOCAlIO VELD LD NG OWNER I IE(8" CONC(W))= D=30'10'15" _ _ _ SDR= 21� 2 0% - _ - - - - - - j I 10, MINIMUM OF 42 INCHES (42") OF COVER OVER WATERMAINS. �R=27.23' CONNECT TO - 400.00 ,� R/W DEEDED PER " { \ EX CB L=14,34' ��� EXIST. 8" SS 3 REC#9503130605 IE = 5a9ot 26TH STREET NE _ _ _ _ _ _ _ _ `;/ ' J D=90'0036 �, RIM=54 95 - - --r------- -- \\ - - --8 W- OHP- -- -----CHP------ - R-15.7Ek PP SAWCUT, REMOVE & REPLACE EXIST. AC PVMT. PER C.O.A. EX. SSMH 409-31 SAWCUT, REMOVE & REPLACE STDS. (MIN. 6' WIDE PATCH) RIM=54.39 EXIST. AC PVMT. PER C.O.A. IE(8" CONC(Wj)=51.19 STDS. (MIN. 6' WIDE PATCH) fd,LCULATIONS FOR OIL,/WATER SEPARATOR SIZE UTILITY VAULT MODEL 660-SA OR FLOW RATE 5 GPM (Y4"0 HOSE BIB) EQUAL, AASHTO H2O DESIGN REQUIRED, MTV. DETENTION TIME = 45 MIN. FOR COVER SLAB, CONTRACTOR TO MTV. VOLUME = 5 GPM X 45 MIN. = 225 GAL. < 450 SUBMITT MFR DATA FOR APPROVAL RIM 57.06t USE 450 GAL. OIL/WATER SEPARATOR GRAPHIC SCALE ( IN FEET ) 1 inch = 30 ft. UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TIC CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY `.VHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BNR ENGINEERING TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 6'-0" INLET FLOW DIFFUSER BAFFLE o _- - IE OIL RETAINING 52.50 BAFFLE • GRIT/SLUDGE WEIR o 11 NO. 1012P DIAMOND DIAMOND PLAN VIEW -COVER PLATE INSPECTION DIAMOONDND SECTION A -A COVER, 2 PLACES PLATE COVER OIL WATER SEPARATOR DETAIL C3 N.T.S. - INSPECTION TEE OUTLET 6" PVC W/ I, E VALVE 52.00 IE(8" E)=52.90 190MUMIT NAME ;�� Z4DATE / 1 03 UTILITY CROSSING TABLE 1O IE 12" SD=53.12 TOP 12" Di=52.12 �2 IE 12" SD=53.90 TOP 12" DI=52.90 O3 IE 12" SD=54.04 TOP 6" SS=52.36 O4 IE 12" SD=54.13 TOP 6" SS=52.32 O5 IE 12" SD=53.59 TOP 12" W=52.59 "�•�DATE z O Z ® c=n z z < Q J a Q 2 ct O z Ll.i V) V m d Q 0 Q = z z L.Lj� LLJ I~ W RECORD DRAWING CERTIFICATION U- U) THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: o CO N z TITLE/POSITION +r'P.�:.��� CONFIRMED BY CITY DATE: PROJECT REF: FAC 02-0006 G/Z�/oz�y checked by drawn by THESE PLANS ARE "APPROVED" FOR CONFORMANCE/ D.E.B.` D.E.B. WITH THE CITY OF AUBURN ENGINEERING DIVISION'S scale date REQUIREMENTS 1 "=30' 2-05-0 Job no. APPROVED BY: 01-10 3 DATE APPROVED: G'�s`Io t 3 sheet v of T PF 11 oto 3 ,, 6 GENERAL PLAN NOTES 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY. 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" (2000/LATEST EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITYS PROJECT SPECIFICATIONS MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. 3. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT 253-931-3010 TO SCHEDULE A MEETING. 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROX. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR, UNDERGROUND FACILITIES OR UTILITIES, IS GOVERNED BY THE PROVISION OF CHAPTER 19,122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 5. PRIOR TO THE START OF CONSTRUCTION A PROPOSED ROUTE AND SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. IF THE CITY BELIEVES THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING MAY BE LIMITED TO APPROXIMATE OFF-PEAK HOURS OR ALTERNATE ROUTES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THIS PROJECT. PRIOR TO THE START OF WORK, ALL METHODS AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIREC11ON OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITYS "RECORD CONSTRUCTION DOCUMENT" HANDOUT. GRADING NOTES 1. THE CONTRACTOR SHALL GRADE THE SITE TO THE GRADES SHOWN PER THE DRAWINGS AND SPECIFICATIONS, THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE REQUIREMENTS OF THESE DOCUMENTS REGARDING ALL PAVING SECTIONS, CONSTRUCTION METHODS, AND OTHER SOIL RELATED REQUIREMENTS. 2. THE CONTRACTOR SHALL SUBMIT FILL SOURCE, SPECIFICATION, AND A HAUL ROUTE PLAN TO THE CITY OF AUBURN FOR REVIEW AMD APPROVAL PRIOR TO PROCEEDING WITH ON -SITE WORK. 3. FINISHED GRADES SHOWN ON SHEET C3. REQUIREMENTS FOR EXPOSED SOIL STABILIZATION DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE, AS REQUIRED BY THE BUILDING OFFICIAL: 1. FROM APRIL 1 TO OCTOBER 31 ALL DENUDED AREAS AT FINAL GRADE AND ALL EXPOSED AREAS THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS SHALL BE STABILIZED WITHIN 10 DAYS. 2, FROM NOVEMBER 1 TO MARCH 31 ALL EXPOSED SOILS AT FINAL. GRADE SHALL BE STABILIZED IMMEDIATELY USING PERMINENT OR TEMPORARY MEASURES. EXPOSED SOILS WITH AN AREA GREATER THAN 5000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. STABILIZATION SHALL CONSIST OF MULCHING OR HYDROSEEDING IF SHOWN ON T PLANS. MULCHING SHALL BE HAY OR STRAW APPLIED AT A RATE OF 100 BALES PER ACRE (APPROX. 2" THICKNESS). APPLY MIXTURE BELOW TO PREPARED SEEDBED AT A RATE OF 120 LB/ACRE: URBAN PPLICA'DON PROPORTIONS 31WEIGHT X PURITY X GERMINABON KENTUCKY BLUEGRASS 30% 85 80 (gjOHL BARON OR F LNG CREEPING RED FESCUE 40% 98 90 PERENNIAL RYE 30% 95 90 (Mjiy OR RULL► .I) CONSTRUCTION SEQUENCE 1. ATTEND PRECONSTRUCTION MEETING WITH THE CITY OF AUBURN. 2. CLEARING AND GRADING LIMITS ESTABLISHED PER FILL & GRADE PLAN SEE GRA-01-0038. 3. CONTRACTOR SHALL VERIFY THAT ALL DITCHES AND SWALES AS SHOWN BY THE GRADING PLANS ARE INSTALLED TO DIRECT ALL SURFACE WATER TO THE TEMPORARY SEDIMENT POND AS CLEARING AND GRADING PROGRESSES. NO UNCONTROLLED SURFACE WATER SHALL BE ALLOWED TO LEAVE THE SITE AT ANY TIME DURING THE GRADING OPERATIONS. 4. WORK WITHIN R/W SHALL BE LIMITED TO 45 CONSECUTIVE DAYS. CONTRACTOR SHALL COORDINATE WITH CITY OF AUBURN REGARDING TIMING. 5. (;,2ADING & BUILDING CONSTRUCTION MAY BEGIN FOR. CONTRACTOR SHALL WATER THE SITE AS NECESSARY TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY DURING DRY PERIODS. 6. CONSTRUCT U1ILITIES & PERMANENT STORM CONVEYANCE FACILITIES. 7. COMPLY WITH THE GRADING, DRAINAGE & EROSION CONTROL NOTES IN THE CONTINUOUS OPERATION AND MAINTENANCE OF THESE FACILITIES. SEE GRA-01-0038. 8. PAVE SITE, CLEAN ENTIRE STORM SYSTEM, SWEEP STREETS AS DIRECTED BY THE CITY OF AUBURN INSPECTOR. 9. REMOVE EROSION & SEDIMENTATION CONTROL MEASURES UPON FINAL SITE STABILIZATION & APPROVAL FROM CITY OFFICIAL. APPROXIMATE FILL CUT TYPE SPECIFICATIONS FOR SIBUCTURAL FILL (IF REQUIRED) FILL MATERIAL TO BE CLEAN, WELL GRADED COMPACTIBLE MATERIAL (CLASS B MINIMUM) WITHOUT WASTE AS DEFINED IN WAC 173-304-100 SPEC IElLATIONS FOR GR BU RING ALL AREAS TO BE GRADED SHALL BE CLEARED OF VEGETATION, BRUSH, AND ANY OBVIOUS EXISTING DEDRIS, AND STRIPPED OF ANY TOPSOIL AND UNDERLYING SOILS THAT ARE SOFT, LOOSE AND/OR CONTAIN SIGNIFICANT AMOUNTS OF ROOT AND OTHER ORGANIC MATTER. A 6" DEPTH OF STRIPPING IS EXPECTED, MORE OR LESS; HOWEVER, STRIPPING SHALL TAKE PLACE TO WHATEVER DEPTH IS NECESSARY TO REMOVE ORGANIC MATTER AND SOFT/UNSTABLE MATERIALS FROM BENEATH AREAS TO BE FILLED AND/OR PAVED. STRIPPING SHOULD EXPOSE MEDIUM DENSE, STIFF, OR MORE COMPETENT, NON -ORGANIC EXISTING SOILS. NORTH IE I 42" BLACK VINYL 60................................ CHAIN LINK FENCE ..... TW = 57.30 100YR W.S. (TYP,) 1.0' FREEBOARD ELEV. = 56.28 I ELEV. 57.30 54.67 I �� 55................................ DETENTION POND - _ I MATCH EXIST. 0 BOT�IvTLiDE-STORAGE = �00-' GRADES ® - TOP DEAD STORAGE = 53.00 EX. GRADE TYP. 3.� �.�-i ��- WET POND 50................................ =� BOTTOM CONC. RET. �_ �= EL. 50.00 S.H.G.W. ELEV DETAIL 4/C4 WALL PER -� - - �- 2' 9' 2' 9' •55 ..........50 45 ...............................0.67' 0.67' ................................45 �- 12" INLET - FROM POND DETENTION/WET POND SECTION (LOOKING EAST SCALE: 1"=5' HORZ. 1"=5' VERT WEST 42" BLACK VINYL CHAIN LINK FENCE (TYP.) TW = 57.30 F-1.0' FREEBOARD CONC. RET. WALL PER 54.33 DETAIL 4/C4. - --T 2' 9' 0.67' LADDER RUNG 24"0 ACCESS LID 2' MIN ORIFICE RISER PER DTL 6/C4 12" OUTLET PLAN VIEW NOTES: 1. PIPE SIZES & SLOPES: SEE PLANS. 2. OUTLET CAPACITY NOT LESS THAN COMBINED INLETS 3. METAL PARTS: A) CORROSION RESISTANT OR GALVANIZED OR ALUMINIZED TYPE II B) IF GALVANIZED STEEL_ PIPE, HAVE ASPHALT TREATMENT I 4. FRAME & LADDER OR STEPS OFFSET SO: A) CLEANOUT GATE IS VISIBLE FROM TOP B) CLIMBDOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. C) FRAME IS CLEAR OF CURB 5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS V4" 6. CONFORM TO CITY OF AUBURN STDS. 100YR W.S. ELEV. = 56.28 OTTOM LIVE STORAGE = 53.00 TOP DEAD STORAGE = 53.00 23' 8' GRAVEL FILTER WINDOW PER DTL 2/C4. EX. GRADE :< •1 =ELEV = 54.00 DETENTION POND • ••iaN " 5' 1 8' 23' GRAVEL ACCESS PER C.O.A. STDS. TOP OF BERM DIVIDING POND A INTO TWO CELLS EL = 54.00 T-k2o to 00° v1° 0 o 000 00 2 O �0- BOTTOM OF POND EL. 50.00 5 MINIMUM A SECTION B-B GRAVEL FILTER WINDOW DETAIL N.T.S. ................................55 ................................50 p S.H.G.W. ELEV 9' 21.5'................................45 DETENTION/WET POND SECTION (LOOKING NORTH SCALE: 1 "=10' HORZ. 1 "=5' VERT. ROUND SOLID COVER FRAME AND LADDER MARKED "DRAIN" OR STLPS OFFSET WITH LOCKING BOLTS, SEE PLAN VIEW RIM *.* (i) 3"XO.90 CAGE STAINLESS STEEL 6" MIN. SUPPORT BRACKET W/ TURNBUCKLE : 56.7 .69 100YR WS EL ANCHORED TO CONCRETE WALL 56.28 (MAX 2' SPACING). MIN ONE - .p3 25YR WS EL 55 8� � 55.99 SUPPORT. 21�i6"0 ORIFICE ® *-.M 0 0 1 Y4"0 ORIFICE ®558 28 0 - 0 10YR WS EL 55.65 3-3"0 & 1-2�is"O ORIFICE ® 3§3$ PER DTL 6/C4. 5't 9'S = 2YR WS EL A.C. OR PVC o 55.15 MANHOLE ADAPTOR WATER E- "Q" OUT CONNECTION PER TABLE 5215 12 INLET 12" OUTLET IE 5 IE 596 9 52.8� 12X12X12 PVC STANDARD GALVANIZED TEE, RUBBER STEEL LADDER/STEPS GASKET JOINTS ® 12" O/C (REMOVABLE) 6" MIN. o 50,1�1/ EL. 51®A 12" RUBBER GASKET PLUG W/ 2:K"0 ORIFICE RELEASE DESIGN STORM RATES ACTUAL Q (CFS) $z 2YR 0.22 0.22 10YR 0.82 0.82 25YR 1.05 1.05 100YR 1.29 1.29 5 CB TYPE II-54"0 CONTROL STRUCTURE SCALE: 1" = 2' 12"0 OUTLET 3"0 ORIFICE ��• �o 60• 3"0 - 2�%"0 ORIFICE ORIFICE PLAN VIEW CB RISER DETAIL CC� N.T.S. _+id_DATE 42 BLACK VINYL - CHAIN LINK FENCE MAKE PROVISIONS IN TOP OF CONC, WALL FOR SUPPORT EL = 56.28 MAX. - CENTER VERT. -� BAR AND DOWEL IN STEM. EL = 53.00 3 #5 X 3'-8" ® 12" 0/C� T.W. 57.30 SEE POND SECTION 1 /C4 n, 49.33 COMPACT SUBGRADE TO 90% DENSITY & UNYIELDING, EXCAVATE & RECOMPACT PER SOILS REPORT 4 POND RETAINING WALL C4 N.T.S. O Z �n cD J I 1 Z CV c�0 O U 0 Cb 0 CV -- W Z Q X z O Z � Z Q z CL Z z 0 W 0 � O w= Z wO Q W W Ln'S Z =p O ~w Z m LiW Z _J = .14- �NO0 aO U Nz0) En�K < 6 8 0 0 5 a. a a ix WlaW o Li W CONC. RETAINING WALL PER 4/G2 Q M N �' z = z 0 CD Q Z Z LACO z Q U) = POND EMERGENCY OVERFLOW SPILLWAY N.T.S. /U5 NAME �� DATEl�d3 °: 0 Z UJ Z = LI RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. T j BY: DATE: o ,r N z TITLE/POSITION D - CONFIRMED BY CITY DATE: m Q PROJECT REF: FAC 02-0006 drawn by checked by THESE PLANS ARE "APPROVED" FOR CONFORMANCE D.E.B. D.E.B. WITH THE CITY OF AUBURN ENGINEERING DIVISION'S eC 1e,-30` d? REQUIREMENTS 05-0 fob no. APPROVED BY: Q_40s ' SJ4- 01 -1 0 3 DATE APPROVED: `l2j'iD2 C 4 /j T sheet of 030 l7�q TESC/SETTLING POND T.E.S.C. VOL. REQUIRED =...................4,503 C.F. T.E.S.C. VOL PROVIDED =.................4,677 G.F. TOP ELEV._....................................57.30 BOT. ELEV. (LIVE STORAGE) ............53.00 25YR W.S. ELEV. = ......................... 55.59 TOP DEAD STORAGE ELEV. _.............53.00 BOT. DEAD STORAGE ELEV. ............50.00 * # THIS POND WILL FUNCTION AS THE PERMANENT DETENTION / TWO CELL WET POND FOR FINAL DEVELOPMENT '52.67 "52.74 46TALL 6"-® MP -RAP FOUND REBAR WITH / QUARRY SPATS CAP LS 13343 IN PLACE 2/5/2001 EX. FENCE 24" " 2.67 2 '52,50 \ G3 'S2 72 \ CB#3, TYPE II RIM =5�89t S: '52.86 GRAVEL 1E (12)" = 52.f*,y� PARKING LOT PARCEL MATCH EX. 7 GRADES '52.85 514310-0020 0 t (TYP.) 5' TELEPHONE EASEMENT PER 1 J REC#5711524 ?2" CT "52.84 - -- - / �2'rTD ----� - - LOCATED IN THE N.W. 1 /4, SECTION 7, T21 N, R5E, W.M., KING COUNTY, WASHINGTON SDMH 11, TYPE II-54"0 /g FUTURE CONTROL STRUCTURE PER &F 12" PVC SDR-35 DTL 3/G3 INSTALL CB • O.OX RIM - bm 57�5 PROTECTION INSTALL GRAVEL CONE 1E (12") _ 53:98 5f 5817,111 J PER C.O.A. OUTLET STRUCTURE <EflZ")'St %l 7 DEV-8 (TYP.) PER DTL 3fG2 / � _ EX. CB RIM=53.93 3.97 3 ^54.30 BW m %.00 (LEARINIG LUTS IE�12" �E)=51.68 1 / 1 ('•) EASEMENT FOR INGRESS, EX, CB 3 G3 / G2 EGRESS, & UTILITIES RIM=54.- 4 / TD 9.9 REC#7511260213 IE(12'(W)=51.64 • 4.23 27 QO' i IE(12'(E)=51.4.4.3° -- - - - - - - pEW�E Tf j�51.34 . fS 30 Z EX. SS C.O.-j EXISTING BUILDING TW = 56.65 ASPHALT F� 1-� S FF = 55.25± BW - 55.50 PARKING -6@LF 12' Pks6k (Yi'-� p p 55151�L� S,s LOT • A."m. _ 3.9 O p KEYSTONE WALL 1 54,96 .54.E -r 56.75 • 4 �25 , w .i5 of FILTER FENCE I f\/ g' a /�/� �X. GAS -� TW = 7.00 .13 \ 4 67LF 12" PK 35 _., BW = 55.00 14 , " , LID 20LF 12 PVC olo 0 0A63& 14.14 _ _ __ .�. , -. _ _ , . _ . 89'O'T 36 W 200.06 ` J I o. � N - EX. POWER MH \ '53.97 '54.45 54.72 --- - -- ---- - -----_ sp 8 12' �VC SDR-35� 1L ��-- 12" PVC / Tl•' 'T TYPE iy SDR-21 • &:463'!r j3/8 0 , IE (12) = 52.60• fE) � I 1MTH SOLiO LID 54 i .. /E(/Z"' •Szsf' ,�/�=/� ssoc i �.� RIM = 54.35'.tf9i!ib 9 CT '54,27 /E (A✓I,% s M 4bf70NA 54" CLUMP 'E ss.ss © tc12') = 51•ibi•yD� = iGr // 9 it 72 54.26 � 'l "54.59 y,� ` , 8a T 02 -- %5it --�"_- T • - 1?" T �_ YEW �- '56.0s 5`_-68Ikill E 9 cn 'fW - U 12" TREE ` It - h BW - 5100 "' -- � �57 -_" `"-----56.52. 91 p C'� _�[ 5,56.s0 - -.56 -- --- - 55 ` `sue STALL• C: �p 0 lj _ J5 5 92 INTERCEPTOR "V" DITCH W/ ;I 2 m 52 42, G2 GRAVEL ' m d 36" MADRONA 1 \ ROCK CHECK DAMS • 0.5X s \ I PARKING ' I I I kW. PER COA DEV-9 (TYP.)it I LOT �/ �QQ, 09 � -'' \ I � � � ICI - Of 54.10 I 1 u 9 i1 '53.77 � 2.51 � p P AL' jI I '56.33 II i AL ER\' NEW BUILDING PAD i .55.86 / �>7fi:Y50 S301 1 //54 F.F. = 57.30 / CGNC II 5302 6210" ALD R 6 M 'DRONA (ADJUST PAD ACCORDINGLY) I CON CURB �I / MSTAIl 47 C ASPHALT / ,IS I s, '53.13 SILT FENCING P R CURB PARKING (TO BE C.O.A. DEV-6. (TO BE 26 LOT / - REMOVED I `c ' ') 24" AL R 3 ALDER \ REMOVED) IE - 55.70 J 53.24 i f , ;F 1 ) (TO BE / u `� s3.10 88 F2" LDER PGRAVEL ARKING i ( REMOVED). 5, 55,98 II 5- BOGY LOT 1 �,� 56 D=3010'57" / ;LUM• 9" CTD TO BE R=77.23' / i iiEAIOVED) •55.68 2.67 L=40.68 EX. TEL i5 •ss.e8 "5299 ! '53,07 I MH FOUND REBAR WITH r 56'80 PARKING / 55.94 CAP LS 13343 IN I CLEARIN�MITS / / 54.53 LOT (TO BE EASEMENT FOR REMOVED PLACE 2/5/2001 O IE ' S4.70 (� ) PLANTING AREA "53 REMOVED) \, r `, 54 "55.31 529.01 , f•r",... .rftW=r...."w..r.. i� 0�..•�wr••. 2 so •��y INSTALL: 89 56 INTERCEPTOR "V" DITCH W/ _ \ ROCK CHECK DAMS 0 0.5% 40 MIN. PER COA DEV-9 (IYP.)53, i -SS X. 5' UTIL - v'- 53.09 5*..25 ia.38-.�54..5Q ..54.68 55 09 54 54 E\ - - - - - - - - 81, IN �� ASEMENT \ N 60. - -` OMH \ 99" 9 9 53. 53.04 53,12 _ 53.67 ., CONC(W))=__ __ \ \ D=30'10'15" 5349 53.96- \ �R=27.23' - L=14.34' 0 FADES 26TH STREET NE o ---------------0HH ---- ------ -- -- -- NOTE: SEE ARCHITECTURAL SITE PLAN PREPARED BY LANCE MUELLER AND ASSOCIATES FOR SITE LAYOUT /DIMENSIONING. VERIFY ANY DISCREPENCIES NTH THESE PLANS W1TH BNR ENGINEERING PRIOR TO CONSTRUCTION. GRAPHIC SCALE ( IN FEET ) 1 inch = 30 ft. UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ■ 1-800-424-5555 AND, THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BNR ENGINEERING TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. EX. GAS LID REC#7105060422 '55.65 X 0 I 1 I I LA 11 I I I I Il I II B I RIM=54.03 �- IE(12 (W')=51.64 �; -S - - IE(8"(E)=51.34 * E(36'=48.10 I EX. SSMH (409-27) 55.19 RIM=54 26 �E,8 46.9" 0 -I- a,38 - I I HP- I- - X. PP E I 1 X SAWCUT, REMOVE, AND REPLACE to I EXIST. CURB, GUTTER, AND S/W I� IN KIND PER COA STDS. I I I ,Q�M= S.1 I S. G6 I ' { /z �c-�•7' EEEUtD e?V# 6 3 46 v 01 CV I j 1 INSTALL: ;9>3 S.ge 54.70 5 I SILT FENCE AS (I N MOWN PER C.O.A. I I I DEV-6. (TYP.) I I ^2 G I G2 5 Co I I� i5.3 55. 5 36 I �► C I .r I 8 38 I I EX !'P X I I Iz I ►I I b5.6 .40 5' R/� DEEDE -�.-- ------ j REC#Q346601I 26TH STREET NEI 3 50 1 I ems. I I ► EX.II EX SSMH (.409-32� /%' RIM 55.22 5�F ---- L(�)=4 1 7 ! 5 44 a.97 5.50 5.84 I -- 3- L _SEA- -. _ _ EX. CB ----- RIM=54,95 II M IE'12" (E)=52.03 EX. P, G IE�8" (� W)-5'2 03 II IL(36" =49.73 N 5 55 41 I ' S 89'01'36" W j z / I 400•00' R/W DEEDED PER i IV REC#9503130605 - D=90'0036" --�4m---- 8,. W-OHP---------OHP------ - 1 ---- I R=1 L=15..00 � , 71 EX PP X. SSM-H (409-31) INSTALL: I M= 54.39 TEMPORARY _(8" CONC(W))=51.19 CONSTRUCTION ENTRANCE PER C.O.A. DEV-5 1 It '55 45 11 it �I �! LEGEND DESCRIPTION NEW EXISTING DESCRIPTION NEW EXISTING STORM SEWER SID -SD- - SPOT ELEVATION 50.00 SANITARY SEWER - - - SS - - WATER - - _ W - - SILT FENCE FIRE HYDRANT "V DITCH W/ -� CATCH BASIN ROCK CHECK DAM SS MANHOLE 0 SD MANHOLE (950 CONTOURS - - - - WATER VALVE D4 ROCK QUARRY SPALLS TEL MANHOLE 0 TEL RISER ❑ CLEARING LIMITSw POWER POLE o CONC. RTNG WALL STREET LIGHT - EXTRUDED CURB CB PROTECTION ROCKERY RING WALLo.o R M 54.93 E112' (E)-5Z03 E 8" (W)=52.03 EX. CB _ RIM=54.95 IE(8" E)=52-90 T NAME, DATE 3 03 SITE 30TH ST NE EMERALD Z BRANNAN DOWNS 26TH ST NE N PARK 26TH ST m N N 24TH ST NEuj 23RD ST _ NE 22ND ST NE �. 16 AUBURN _ 21ST ST NE >- MUNICIPAL AIRPORT n Z � W 16TH ST 15TH NE 15 _ ST NE AUBURN VICINITY MAP N.T.S. SITE DATA SITE AREA ........................ ... 100,694 S.F. (2.31 AC) ZONING ................. . ............. C3 OWNER INFORMATION MR. HOOMAN BODAGHI 5955 20TH STREET EAST FIFE, WA. 98424 PH: (253) 922-8830 FX: (253) 926-6690 PROJECT ARCHITECT PROJECT SURVEYOR LANCE MUELLER & ASSOCIATES HOLMVIG, WASELL AND ASSOCIATES 130 LAKESIDE P.O. BOX 1038 SEATTLE, WA 98122 1036 COLE STREET PH: (206) 325-2553 ENUMCLAW, WA 98022 PH: (360) 825-6963 PARCEL NUMBER 514310-0010, 534360-0033 LEGAL DESCRIPTION Lm THAT PORTION OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF SECTION 6, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, MORE SPECIFICALLY DESCRIBED AS FOLLOWS: BEGINNING AT CASED MONUMENT MARKING THE INTERSECTION OF 26TH STREET NORTHEAST AND AUBURN WAY NORTH; THENCE ALONG THE CENTERLINE OF SAID AUBURN WAY NORTH, NORTH 0' 59' 00" WEST, 290.00 FEET; THENCE PARALLEL WITH THE CENTERLINE OF SAID 26TH STREET NORTHEAST, SOUTH 89' 01' 36" WEST, 35.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 89' 01' 36" WEST, 195.06 FEET; THENCE PARALLEL WITH THE CENTERLINE OF SAID AUBURN WAY NORTH, NORTH W 59' 000 WEST, 45.00 FEET TO THE NORTH LINE OF LOT "C HAZEL B. MCKEAN ADDITION TO THE CITY OF AUBURN, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 72 OF PLATS, PAGE(S) 56, IN KING COUNTY, WASHINGTON; THENCE ALONG SAID NORTH LINE SOUTH 89' 01' 360 WEST, 170.00 FEET, THENCE PARALLEL WITH THE CENTERLINE OF SAID AUBURN WAY NORTH SOUTH 0' 59' 00" EAST, 306.05 FEET TO THE NORTHERLY MARGIN OF SAID 26TH STREET NORTHEAST; THENCE ALONG SAID NORTHERLY MARGIN SOUTH 60' 48' 09" EAST, 0.53 FEET TO THE BEGINNING OF A TANGENT CURVE TO THE LEFT THE CENTER OF WHICH BEARS NORTH 2911'51" EAST; THENCE SOUTHERLY AND EASTERLY ALONG SAID CURVE HAVING A RADIUS OF 27.23 FEET, A CENTRAL ANGLE OF 3010'15" AND AN ARC LENGTH OF 14.34 FEET; THENCE CONTINUING ALONG SAID NORTHERLY MARGIN NORTH 89' 01' 36' EAST, 340.92 FEET TO THE BEGINNING OF A TANGENT CURVE TO THE LEFT THE CENTER OF WHICH BEARS NORTH 0'58'24" WEST, THENCE EASTERLY AND NORTHERLY ALONG SAID CURVE HAVING A RADIUS OF 10.00 FEET, A CENTRAL ANGLE OF 90*00'36" AND AN ARC LENGTH OF 15.71 FEET TO THE WESTERLY MARGIN OF SAID AUBURN WAY NORTH AS RECORDED UNDER KING COUNTY RECORDING NUMBER 6346601, IN KING COUNTY, WASHINGTON; THENCE ALONG SAID WESTERLY MARGIN, NORTH 0' 59'00" WEST, 255.00 FEET TO THE TRUE POINT OF BEGINNING. BASIS OF BEARING r► - THE CENTERLINE OF 26TH STREET NE AS SHOW. ON THE CORRECTION PLAT OF MARDEL ADDITION, s� ACCORDING TO THE PLAT THEREOF RECORDED 1N VOLUME 75 OF PLATS, PAGE(S) 67, IN KING COUNTY, WASHINGTON. VERTICAL DATUM CITY OF AUBURN RR SPIKE IN POWER POLE ALONG NORTH SIDE OF 26TH NE, ,GIST WEST OF "E" ST. NE. ELEV = 52.76' (NGVD 1929) TBM#1 WATER METER NEAR THE NE CANER OF PARCEL 8 ELEV = 54.41 TBM#2 RIM OF UTILITY MANHOLE LOCATED APPROX. 142' WEST AND 31' NORTH OF THE CASE MON AT AUBURN WAY NORTH & 26TH STREET NE. ELEV = 54.90' SHEET INDEX G1 GRADE & FILL PLAN G2 SECTIONS, NOTES & DETAILS G3 SECTION & DETAILS 1. lz� 0 Z 1* I= 000 Uri J N u) O Z 04 co O U N Go Z Q � X IL L. '- 11111011101112 cv� 4 z iL W O W F„ d 0 w= w� W W U) O W � Z m W Lj J Z(��� U 04Z0) 5 � 5 112111219 0 O 0r Z 0 u z Q � Q a- Z -j 0 Z JLL- _ _ m M Z Q Q Lij Z Q 0 V) Z F- w Cif = W W N z x NAME DATE Q PROJECT REF: GRA 01-0038 •Vidrlaz drown by c,w*od by THESE PLANS ARE "APPROVED" FOR CONFORMANCE D.E.B. D.E.B. ''tee date 1 "=30' 12-8-01 WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS Q 1 APPROVED BY: AAm )ob no. 01 - O� 03 0 DATE APPROVED: S 2 ,V G � sheet of GENERAL PLAN NOTES 1. 14S DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUiBURNS REQUIREMENTS AND BE IN ACCORDANCE NTH THE APPROVED PLANS. ANY CHANCES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY. 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WtASFNNGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICARM FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" (2000/LATEST EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S PROJECT SPECIFICATIONS MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. 3. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT 253-931-3010 TO SCHEDULE A MEETING. 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROX. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSNITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR, UNDERGROUND FACILITIES OR UTILITIES, IS GOVERNED BY THE PROVISION OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 5. PRIOR TO THE START OF CONSTRUCTION A PROPOSED ROUTE AND SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. IF THE CITY BELIEVES THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING MAY BE LIMITED TO APPROXIMATE OFF-PEAK HOURS OR ALTERNATE ROUTES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THIS PROJECT. PRIOR TO THE START OF WORK, ALL METHODS AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL� SUBMITTED TO THE CITY FOR APPROVAL. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED 01H THEM. 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL Br DONE UNDER THE DWECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL DQNEER. 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION DOCUMENT HANDOUT. DUST CONTROL NOTES 1. CONTRACTOR SHALL MINIMIZE THE PERIOD OF SOIL EXPOSURE THROUGH USE OF TEMPORARY GROUND COVER AND OTHER TEMPORARY STABIUZA11ON PRACTICES SUCH AS SEEDING AND MULCHING, AND EROSION BLANKETS. 2, DURING,CONSTRUCTION AND DRY WEATHER, SPRINKLE THE SITE WITH WATER UNTIL SURFACE AREA IS WET. REPEAT THE PROCESS AS NEEDED DURING THE DAY. 3. ALL TRUCK TRAFFIC MUST USE THE WASH PAD/CONST. ENTRANCE AS DESIGNED AND SHOWN ON THE T.E.S.C. PLANS TO PREVENT CARRYING MUD INTO STREET. 4. ALL OPEN BODIED TRUCKS TRANSPORTING FIVE MATERIAL TO THE SITE MUST BE COVERED TO PREVENT DUST FROM BLOWING FROM THE TRUCKS. 5. DURING CONSTRUCTION, ALL PROPERTIES AND ALL PUBLIC STREETS ADJACENT TO PROJECT WHICH WILL. BE USED BY CONSTRUCTION TRAFFIC SHALL BE KEPT CLEAN OF ALL. MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION. APPROXIMATE FILL/CUT TYPE SPECIFICATIONS FOR STRUCTURAL FILL FILL MATERIAL TO BE CLEAN, WELL GRADED COMPACTIBLE MATERIAL PER THE PROJECT SOILS REPORT (CLASS "A" RECOMENDED, CLASS "B" W/ OWNERS AUTHORIZATION) WITHOUT WASTE AS DEFINED IN WAC 173-2104-100. SEE PROJECTS SOILS REPORT FOR FURTHER SPECFICATION/INFORMATION EARTH EARTH WORK VOLUMES: EST. CUT = 500 CY (INCLUDING STRIPPING) EST. FILL = 7,500 CY * * CONTRACTOR TO VERIFY ALL AREAS TO BE GRADED SHALL BE CLEARED OF VEGETATION, INRUSH, AND ANY OBVIOUS EXISTING DEBRIS, AND STRIPPED OF ANY TOPSOIL AND UNDERLYING SOILS THAT ARE SOFT, LOOSE AND/OR CONTAIN SIGNIFICANT AMOUNTS OF ROOT AND OTHER ORGANIC MATTER. A 6" DEPTH OF STRIPPING IS EXPECTED, MORE OR LESS, HOWEVER, STRIPPING SHALL TAKE PLACE TO WHATEVER DEPTH IS NECESSARY TO REMOVE ORGANIC MATTER AND SOFT/UNSTABLE MATERIALS FROM BENEATH AREAS TO BE FILLED AND/OR PAVED. STRIPPING SHOULD EXPOSE MEDIUM DENSE, STIFF, OR MORE COMPETENT, NOT -ORGANIC EXISTING SOILS. SEE PROJECT SOILS REPORT FOR FURTHER SPECIFICATIONS. CONSTRUCTION SEQUENCE 1. ATTEND PRECONTRUCTION MEETING WITH CITY OF AUBURN. 2. ESTABLISH CLEARING AND GRADING LIMITS. 3. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE. 4. CONSTRUCT ON -SITE STORM SYSTEM, DITCHES, FILTER FABRIC FENCES AND OTHER EROSION CONTROL DEVICES AS SHOWN. CONSTRUCT PERMANENT POND W/ TEMP OUTLET CONTROL STRUCTURE PER PLAN. 5. ALL DITCHES AND SWALES AS SHOWN SHALL BE INSTALLED TO DIRECT ALL SURFACE WATER TO THE TEMPORARY SEDIMENT POND AS CLEARING AND GRADING PROGRESSES. NO UNCONTROLLED SURFACE WATER SHAD. BE ALLOWED TO LEAVE THE SITE ANY TIME DURING THE GRADING OPERATIONS. 6. GRUBBING & GRADING MAY BEGIN. 7. OBSERVE REQUIREMENTS OF PROJECT GEOTECHNICAL REPORT DURING ALL ASPECTS OF PROJECT GRADING, FILLING AND BUILDING SUB -GRADE PREPORATION. UTILITY CONFLICT NOTE: CAUTION: GRADING NOTES 1. THE CONTRACTOR SHALL GRAB THE SITE TO THE GRADES SHOWN PER THE DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE REQUIREMENTS CP THESE DOCUMENTS REGARDING ALL PAVING SECTIONS, CONSTRUCTION METHODS, AND OTHER SOIL RELATED REQUIREMENTS. 2. THE CONTRACTOR SHALL SUBMIT FILL SOURCE, SPECIFICATION, AND A HAUL ROUTE PLAN TO THE CITY OF AUBURN FOR REVIEW AMD APPROVAL PRIOR TO PROCEEDING WITH ON -SITE WORK. 3, FINISHED GRADES SHOWN ON SHEET Gt. REQUIREMENTS FOR EXPOSED SOIL STABILIZATION DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE, AS REQUIRED BY THE BUILDING OFFICIAL: 1. FROM APRIL 1 TO OCTOBER 31 ALL DENUDED AREAS AT FINAL GRADE AND ALL EXPOSED AREAS THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS MALL BE STABILIZED WITHIN 10 DAYS. 2. FROM NOVEMBER 1 TO MARCH 31 ALL EXPOSED SOILS AT FINAL GRADE SHALL BE STABILIZED IMMEDIATELY USING PERMANENT OR TEMPORARY MEASURES, EXPOSED SOILS WITH AN AREA GREATER THAN 5000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. STABILIZATION SHALL CONSIST OF MULCHING OR HYDROSEEDING IF SHOWN ON THE PLANS. MULCHING SHALL BE HAY OR STRAW APPLIED AT A RATE OF 100 BALES PER ACRE (APPROX. 2" THICKNESS). APPLY MIXTURE BELOW TO PREPARED SEED AT A RATE OF 120 LB/ACRE: URBAN APPLICATION PROPOR= BY IMT Z 0 KENTUCKY BLUEGRASS 30% 85 80 (ADELPHI. UM OR FYILKING CREEPING RED FESCUE 40% 98 90 PERENNIAL RYE 30% 95 90 PENNIM NORTH It KEYSTONE WALL TW=57.30 LIMITS OF BW=54.00 CLEARING 57 ............................................................................. SILT FENCE PROPOSED PER C.O.A. GRADE DEV-6 54 • • - MATCH EX. GRADES 0 E 51•- PROPOSED BUILDING PAD SILT FENCE PER C.O.A. .................................. ............F:F...-..57.30; ADJUST PAD ACCORDINGLY.................................................DEV-6................... '-7i� I I I-ICI-III-�� I ' -III I I I�-Ili ... .fiP................................. l -.................... .................._ PER C.O.A. DEV-6 �- EX. GRADE TEMP. "V" DITCH PER C.O.A. DEV-6 SITE SECTION G2 SCALE: 1"=30' HORZ. 1"=3' VERT. Lt3 3 M SOUTH ..i 5- LIMITS OF �� k �© CLEARING 57 0It 64 •51 MATCH EX. GRADES 0 E, (TYP.) LIMITS OF CLEARING EAST R i WEST t SILT FENCE SILT FENCE PER C.O.A. PER C.O.A. LIMITS OF DEV-6 DEV-6 ECOLOGY BLOCK WALL ..................................................................................CLEARING............ ...........I......... ........ .............. U.I.I..DIN.G..P.AD►....................................................... P�K�aSED.......................................................................... ............ ................. 5I3.. >Ws'57:w .... PR.OPOSED....B .. 58 BW=53.00 F.F. = 57.30, ADJUST PAD ACCORDINGLY GRADE I PARCEL C " " ..... _..r ................. .............................................. ......... ........... .......... .-- ..................... ................. MATCH EX. PER C.O.DEV-6 - 55 A. GRADES 0 EX. GRADE Ea (TYP-) " MATCH EX. _- - TEMP. V" DITCH GRADES 0 PER C.O.A. DEV-6 E; (TYP-) 52................. ................................................................ ............................................................... ..................... ........................ ..................................................................................:......................................................,.................................................................................................................................................... 52 TOP OF POND EL 57.30 (MIN) 48" CMP STANDPIPE OPEN TOP, CLOSED BOTTOM 12" RISER PIPE TOP OF POND INCASED IN CONCRETE 57.30 56.09 OVERFLOW 3 -� EL=M.59 1.71' FREEBOARD �1 2 2 1 ° ° ° : ap 1 1 W WASHED ROCK 3 WATER TIGHT , C o GRAVEL CONE SEAL ,o. o° 2.59' 1 a o 0 4O SETTLING 12" PVC 0 C ZONE SDR-35 0 a�° WRAP STAND 1- 0.0% INV. ELEV. ° ° ° ° PIPE W/ SILT - a o 0 0: FENCE EL. = 53.00 I �tXX ooe dI 0b% � o o °pbya o bb.4dtbo -I 3.0' SEDIMENT STORAGE AREA ORIFICE ELEV = 51.00 DRILL 3-3/16" DIA HOLE IN 12 GA METAL PLATE MELDED TO THE BOTTOM OF THE RISER PIPE THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE O 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTIUTIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BNR ENGINEERING TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. �---1" DIA. TYP., 40 HOLES MIN. 0 10" O.C. PERFORATIONS SHALL BE LOCATED WITHIN THE LIMITS OF THE GRAVEL CONE EL 49.25 6" CONC. BASE SLAB ON COMPACTED GRAVEL BASE T.E,S.C. POND OVERFLOW STRUCTURE G2 J N.T.S. BOTTOM EL= 50.00 2 SITE SECTION G2 SCALE: 1"=30' HORL', 1"=3' VERT. ag�13QUod4 NAME ATE / 03 Lzz(�OMUMIT NAME-Z12DATE /703 cvm� c0 Z N z 00 rn V) N co O .. o 0 z X z LF) z Ut Z U- " Z cm� Z z Ow W" rn W � 0 0 z Z W= ix Sul � W V)W Z =p O HZ Z Lid W LJ J ZFU-) U 004 4Z0) al 31 6 V) _j Z z Q 0Ld d 0 0 Z 0 Z 0 Z = X U) V m Li � � Q 0 Q p z = Q u) V) Z Z H- 0 _ LW U W w N zz D m D d PROJECT REF: GRA 01-L0038 /ov drown by chocked by THESE PLANS ARE "APPROVED" FOR CONFORMANCE D.E.B. D.E.B. NTH THE CITY OF AUBURN ENGINEERING DIVISION'S "do dateREQUIREMENTS 1 "=30' 12-18--01 APPROVED BY: S DATE APPROVED: .ri 2. g% z job no. 01-103 mwot G 2 of 3 PF o%ok 2 or- PF" okoa Sot 3 0 3 U tom` 1 7 17