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LEGEND DESCRIPTION NEW EXISTING STORM SEWER SD - - -SD SANITARY SEWER SS - - -SS - EX. 4' BARB -\ r WIRE FENCE WATER W - -W GRAVEL SHOULDER, FIRE HYDRANT WIDTH IS FROM E.P. TO R/W, LO DE ao CATCH BASIN G5 aG. INSTALL: BRASS CAP TYPE III BARRIER PER CITY STD DTL STBA-1 W/ END OF ROAD y PAVING rr ' MARKER r r CONCRETE EX. 4' HIGH GRAVEL WATER VAULT (SEE SPECIAL LANDSCAPE 0 NOTE 2) i '� EXTRUDED CURB-� �� EX. 8" STORM ,'\ ,, 72.00 SPOT ELEVATION 4' WIDE 125 LF/%%/��a / //i, BIOSWALE , ui/' SS MANHOLE O 0 0.50% / 3 SD MANHOLE 0 Rlm:6s3 C4 1E (w) b1'jO REMOVE/' WATER VALVE EX. METAL / GUARD RAIL TEL MANHOLE O TEL RISER ❑ EX. CB TYPE I RIM 68.#9-SS POWER POLE -0- 8� fr"IE(W) 66-84 0•c"o 6"IE(NE) 6'.#CD PARKING LIGHT POLE EX. FIT SITE BM-3 CATCH BASIN TABLE 2 CB 0 TYPE I CB /1, TYPE II-48 RIM = 69. f -fq rI , RIM = 71.40 3G C4 X. GUY POLE IE = 6557 (24" N)95 IE = 69.3•i• (8')C>l W W/ GUT WIRE IE = 65$} (12" S.E.)90 (A9sL Sw) CB IT 1. TYPE I EX. GUY POLE IE = 66t?-(12" E) SS RIM = 71.58'iS W/ GUT WIRE IE = MATCH EX. 8" IE - 69.8`t (8') 516 5 8.. (A PPROX. 66.33 IE = b9.1.% (� W) EX. STORM MH_ CB /2, TYPE I CI3 /12, TYPE I BRICK TYPE II RIM = 71.10 IE=66.7•3- (12` E)+W) RIM = 71.00 IE = 66.E6 (12") $3 RIM 70.22 8"IE(N) 66.62 SN te: fde.asCb"�� 8"IE(S) 66.80 CB /3, TYPE I BY RIM = 7t0t7o-4Q � IE = 6r 10 (12")166.'�t Co /I A, TYPE I le = No(0- 19 (W w RIM = 70.69 05 INSTALL: 24' WIDE - C8 /4, TYPE I IE = 67:-26 E COMMERCIAL D/W RIM = i1 9070•`1° 16F = &0(`'13 w PER DETAIL STDW-1 IE = 67.89 (8') S4 CB /2A. TYPE 1 IE = 67.56• (12")34 RIM = 7*.* lo-l•g3 IE = 67-e 6am-S5 E tE + (o(o•So w CO #fi, TYPE I 1Y4" ACP OVERLAY RIM = TY:f,'0 70.9\ CB /3A, TYPE I IE = 68-34 (8") Z'i W/ SOLID LID CoMTRACT&P iE= (A-016c e,w) RIM = 7&4 (t) 70.03 SHALL EXAMIA E CB js, TYPE I IE = 6i-&7 (6N6-SZ. w THE Ex6_liN(, 'STPRIM = 3+84 7M-0,ok IE _ late•$-). 5 AMD Re AIR, BE Auk RePr.�Q 8y IE = 66.96 (12")9Z(S) CB /4A, TYPE I PATc_HtwQ ALL ,- IP = (elo.'a3 L.P) W/ SOLID LID SF7 o5 rT9 CD F7, TYPE I RIM = 74-88 -7o•ob R,o�-�70 /' RIM = 3tB -7b•Oi1 IE = 68.35• 4(o w "cR LAI ," + IE = 67:5t (12")4(- tE _ 61•51Lg) CB #8, TYPE IiA, TYP V/ RIM = 70.7691 W OLID \/� IE = 6&.-24 (8')I-_l70 wpVER TING EX. 8' STORM / SS ICES : , � I CEl RI = 73.0 ) IN STALL. ai*v i ca# �D RIM = 72..06 �1•°�S 23 (12") w E S 1si ;`.�a IE = e9li (8") 6t-SS ww) S TSI.% CB TYPE I r / nIr ; I. 69./7 r/ f 12"IE(S) 67.23 \ �' kv EX. STORM MH TYPE II 15TH ST. NE I LOTH ST. NE 8TH ST. NE. SITE ' 7TH ST. NE. S3 DETAILS z 5TH ST. NE. GRAVE_ AREA� S4 PANEL ELEVATIONS v AUBURN S5 PANEL ELEVATIONS & DETAILS ii ' BY PASS 95 LF 12"� S6 SECOND FLOOR FRAMING PLAN a °' ROLLING:rr/;/ PVC SDR-35 ® \ S7 DETAILS & STRUCTURAL NOTES 5TH ST. NE. HOSP OATE EX. SSMH �° a ,r ; i ' o RIM 7226 n E. MAIN ST. / ii ii,' rr rr /, ' / w EX. C B a5 CNTR CHAN 68 38 T :PYC' �;o RIM% .o �� \ 10"(S' OUT / ROOF DRAIPt o % \ i' VICINITY MAP / 25'X25' COVERED WASH AREA PER ��o / N.T.S. '�� ;,, <, W <' � ;�� ro� ./�A�/i•',ARCHITECTURAL �o`� EXISTING 30 LF 12" PVC / BUILDING �a / / I6" PVC 3%:"i, \ / %%' 71/ -35 0 0.50% SDR-5 72.50 / ROOF. DRAIN 3 CONTRACTOR SHALL TIE SDR / ''' / 11%MIN. (TYP) ....II A.. o S�ORMP�ONVEYAN E SYSTEM. 'S714(!%'/\si r/z ' / _ NEW TEMP. STORM r / DRAINAG (;ONST. / SEE ARCHITECTURAL PLANS F '- ^/i2 r ; ,- / % 1 T..� EASEMENT 50 FOR D.S. LOCATIONS Ex. GATE \A; ' V " 3 SEX, GRAVEL AREA. / EXISTING BUILDING 72.50 I�� b7.s,o o/ 1 6 it fir( Ex FENCE\o '� j;' J// 5 EX. D�TCH����. o INSTALL. I I I -, NEW BUILDING \ < / , R h 185 LF _ o, 7i. r\ ,� - /'.) 4' HIGH I'I.. F.F. - 72.50 � 22�_ o D� EX CHAINUNK CB TYPE / r/ f r/ it % „/ % sj//� �/ ;TO, . II.� ,/ ,.,, /�/�/ ;, /r r/ r/ r / / ' o / FENCE. r r , , / r / r � �% / // RIM 72.38 / r r r / // /�� II // /. / / / / i i / / r ti ry / Gj ( R.D. LOCATION /\' .%\% /i :I / %o %/ j, / > / �o FULL OF WATER D ( APPROXIMATE,.717 N i/r r 0=-) l4 r//„/s %p: ✓��/ , , .fir%,: ;./ r/, ,.\ q,. T 6' HIGH ,, CHAT LINK LINK FENCE r/ ''i/,,/ /r,;.. INSTALL: CHAIN LINK FENCE PER ARCHITECTURAL PLANS ,.. I •. , , /i ; / ri% ;; r obi ,,; s CURB / r & MATCH NEWASP 74.47 a BUILDING PAD FOR FUTURE//WORK � � ,; �iA'iE 172 �n ,� ',/'r' � � �, ��'M'%:: 6" RD . (SEE hAUTO SERVICE & PARTS / T SPECIAL DICK LUBE; WAITING AREA, ' NOTE 3 Ir ELEV. 2A (#} i "- c6' ifi', i 7 ' /;/ ,� z° t. 74.2 25 CD 1' WIDE ;jo j / Q. F 72 54 I !� CURB 11. 4 1, /i', .1 GUT 1 • 1 I RI L1NEC' � % � � o`b= ,u -.o / EXISLNG 1 72 50 ( R 7 o EX. ASPHALT BIJILDING EXIST. SSMH 72.50 ( 8". 67.58 - �O • , / (/ { PAVING TO 72 70 REMAIN IL ( ) 1 /i /i ; �/ Sid 7VEI / Q ;ARE102 A IC ;;3. '� �:'> , :.%,ems; , , F o 1 /%r ' : ! i/ , EX'. CURB / \, ; '�s' ��., INSTALL NEW TC BE REMOVEDa,i.- �' CONC. CURB �' < 73.So LIMIT OWNER INFORMATION. �� 72:50'/ i �; P��ti WHERE SHOWN �_ EX. CONC. CURB CONSTRUCTION / a.. %)„ :%' V / SCARFF MOTORS / , SAWCUT LINE EX. CB TO REMAIN / / ;. �.. �. / / TO BE REMOVED r 'T, C/O THE KEIMIG ASSOCIATES .r ir \, 71:80 %"' (TYP.) / APPROX / 1 \,' \ \ L@oll ] 8 D.I. / CBItY % ' %7..1! / LOCATION 216 "A STREET N.W. 50T, ,;„ REMOVE EX. EX. ASPHALTPAVING 71 40 / CAR ON TOP / AUBURN, WA 98001 \- \ / / PAVEMENT UNDISTURBED ( ) TO REMAIN / ( ) 253 \ 939 3232 � Q r7 30l_. ri\ ;>'is '/'\r u'' r rd ` /; o /4 /73.50 73.60 73.90 M SITE DATA: ./ �..r j AREA. ,/ ....... _. / >., �r ,,. ,•;j. ., jiv, �. ihb•'^5,�^ % r/, r/ I,. k�ri', i�'{r .Ct3'". �.�4,t{{T / /O <, _ , ZONING AC r� \, GONG. AUTO DISPLAY coNSTRuc......... CONSTRUCTION ......... ._vN .._ 73.2 ,,, i PAD EL -73.90 '*+�'^� -�� OCCUPANCY B/S 3/H 3 "'" /r ,,• ';;;: - ��_ uz9 - ,�' � -� IMP. AREA INCLUDING GRAVEL ®85% = 3.77 AC = 164,220 SF mr /,, .' E' 's. RIM 70.86 >//, ,� „/; err rr c/•, f � G i r, r, / ,; i ��'" ire' z - '� - - �/ /':/ • /7 ;!� � � 1.,. �, �° [A' c ° �'�' PERV. AREA ®15% - 0.67 AC - 29,010 SF /; �:' / r i; %, /;'• %7# fi / �• /P7tVEMENI /„ =', 1 1 ,<i, ti / o 0 8" IF (N) 67.00 �,. ' /'� •71'.>'/,//„ / /' ,i !,�; :;;,_, / .�;_ 'O CUT w /.r / /; M!N' 0 0 �i fits°r/, r/,,,,,; DWY CUT n N, TO REMAIN EAST OF NEW EX. 7.5' WIDE CONC. WALK ,, ,� _.. _...� r'r..;-_�� •-� REMovEEX LEGAL DESCRIPTION: 4' PADE,164" DEPTH / \ / o F j Y j; T T INSTALL NEW 5 IDE I 0 D/W 0 _ --�� --- LOT "A' OF CITY OF AUBURN LOT LINE ADJUSTMENT NUMBER LLA-0026-90, j / / <- / EX TEL .RISER pWiDE 72. \ GRINDING AREA ' ,� j // Joao . Y\ ,_ •- t _ T X. GUY POLE /�� 0 GA / S iaR CONC. WALK T SEX WALK ELEV. \ - - - - - - - - ss - -� - - - - AS RECORDED UNDER RECORDING NUMBER 9008061561, RECORDS OF KING E CONTRACTOR SHALL GRIND ''. r> a° -7 ' W/ GUT WIPE 7TH ��" N.E ° �'%'_ �' 1�fiC, 5�S _ - - - --- nWY CUT �- \ COUNTY, WASHINGTON. l r EX. 6" CON(: / titi / /2 \, i - -594 DWY CUlA. `' oDWY CUT - \LxsSMH _ EX. ASPHALT PAVEMENT o ate% EX TEL MH - -S -- - - _ - - CONC. AUTO ( _ - - /�, d ho VERT CURB IYPI �o ��t -�� EX. 10 SD - - - - �� ` RIM 73.50 AND MATCH GRADE. SEAL ', r I o- _ _ PARCEL NUMBERS' JOINT WHERE APPLICABLE o DISPLAY PAD_ - �- ---mot SAWCUT LINEN -SS- - - - / �` CNTR CHAN 66 08 / INSTALL WHEEL CHAIR N 86'20'54" E Ex. DWY cur / ° - - - - - \RI SSMH 10"(E) OUT 5 -SS - _ - RIM 7261 10"(W) IN 605340-0195 AND -0165 EX- SEMI T -- - - - - - - --/ c� EX. CB TYPE RAMP PER CITY STD '� oD - - �o D- - h CNTR CHAN 66.34 CONTRACTOR SHALL CONNECT EX. 8" STORM TO NEW CB ,/1 NEW 24" D.I.P. 0 0.26% (SEE STORMLINE 'A' ON SHEET C4) oe r20 LF 12" PVC SDR-35 0 0.50%- - z I� I s- 12' 21' Sa 66.70�, I II �• I I o � •II I^ I .I IE= 66.717 I n IE= 66. o I ' I 5� 5' r r / I- ` IE-7e %r 6.70 66.90 LOCATED IN THE N.W. 1 /4 OF SECTION 18, T21 N, R5E, W.M. AUBURN, WASHINGTON -RIP RAP PAD 1 16' TEMP. ROAD EASEMENT 5'X5'X1' DEPTH C4 PER KC REC 19008061561 BY PASS 73 LF 12" USING 2-6" ROCK BY PASS 130 LF 12" PVC SDR-21 ® 0.30% QUARRY SPACES (TYP) PVC SDR-21 ®0.30% LP� SS 130 LF 12` o� DR-21 ®0.30%ROLLING RIDGE 0 °`RIDGE ® 70.5070.50GATE 70.50 0 70.50 _ 70�50� f =30' SHEET INDEX A-1 SEE SITE PLAN BY OTHERS Cl STORM & GRADING PLAN C2 WATER AND SANITARY SEWER PLAN C3 NOTES & DETAILS C4 SECTIONS & DETAILS C5 STREET CHANNELIZATION, SIGNAGE & LIGHTING PLAN S1 FOUNDATION PLAN S2 ROOF FRAMING PLAN U ■ cam. _-- ~ J � n o z o O � I z r' 00 00 •!"� w w LLj ~ o ^ L0 �/} bt Z N N N Lu M o Cc W �c~ito\ V � C~-7 N � p O__ z •- W cn cn ,on' O � 3 ao U O W N pm, w CJ 'c!- Y v � z co co U N li � O W U F- W (/•) Q af V J Li � z � m v~i Q rl O RIM /.4600 _ RIM 71.35 EX I CNTR CHAN 66.99 Lx DWY /d STSW-4 _ - - - - EX. CB TYPE EX. CH TYPL I 10"IE(E) OUT �/ONAL ENS' 8"(E) OUT CUT° - - -- - 101E(SW) 69.70 (REPLACE) RIM ,,; RIM ,�.42 lo"IE(W) �N EARTHWORK QUANTITIES: DATUM: cc RIM 71.05 ! , �. t -------SS---- EX SSMH ^V / 8"IE(N E9.76 7 ( 7 18 8" U T R 7AS 0"(N) IN EXPIRES 3 8 1999 8"(W) IN oy� c - - EX. SSMH % P 12"IE(W) 69.25 0 CITY OF AUBURN RIM 70.52 \_ / NEW (12" SW) IE=69.70 ADJUST RIM AS \ ADJUST RIM AS r -5 � i � o� CUT: 2,000 SEE FlLL &GRADE PLAN �T / 3j yfs / EX CB TYPE RIM 70.78 CNTR CHAN 66.82 10"IE(NE) 69 25 (REPLACE) c v' NECE�SAR" NECESSARY FILL: 8,000 SHEETS G1 & G2 /�+ EX CB TYPE I nc RIM 6965 CNTR CHAN 66,94 10"(E) OUT 8"IE(E) 69-25 /�• EX B TYPE I BENCPMARK" DATE RIV 69.75 12"IE(N) 6/.32 8"IF(N) OUi 811 IE(S) IN NEW (12" NE) IE=69.25 C� RIM 7'; 54 INSTALL 26' WIDE TOTAL = 10,000 CYDS 6 (S) F,SJS _ oti 10"IF (W) IN COMMERCIAL D/W FEB 1998 \ °\ /�0 ["IE(E) 67.32 8"IE(S) IN 8"IE(NE) IP; INS -.ALL 70 LF 12" D.I. 8' IE(W) 10.07 PER DETAIL STDW-1 CONTROL BM, ELEVATION 67.29, TOP OF MON IN CASE aT NW CORNER OF 1fp SEC. 18-21-5 DRAWN BY 0 C.647., REPAIR STREET SEP 0044-97 SITE BM-1, ELEVATION 70.18, TOP OF SURFACE BRASS CAP AT INTERSECTION SPECIAL NOTES: PER CITY OF AUBURNS STDS. G.MO FAC 0017-98 OF °A" ST NE WITH 7TH ST NE. 1. CONTRACTOR SHALL INSTALL 4' WIDE ACCESS GATE 0 BIOSWALE INLET. 2 bo BLD 0328-98 SITE BM-2, ELEVATION 71.83, TOP OF SURFACE BRASS CAP AT INTERSECTION DESIGN BY UTILITY CONFLICT NOTIL 2. EX. 4' HIGH WATER VAULT TO BE RELOCATED BEHIND S/W. OF "B" ST NE WITH 7TH ST NE. A.F.P. CONTRACTOR TO COORDINATE W/ THE CITY & OWNER PRIOR TO R. A RECORD DRAWING CERTIFICATION q�j1y� SITE BM-3, ELEVATION 69.72, TOP OF NORTHEASTERLY LOWER FLANGE BOLT CAUTION: DISTURBANCE. STORM DRAINAGE PLAN " ON FIRE HYDRANT LOCATED ON THE EAST SIDE OF "A " ST NE AT THE BEND JOB NO. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH 3. CONTRACTOR SHALL PROVIDE 6" PVC SDR-35 0 1% MIN FOR FUTURE „ THESE PLANS ARE APPROVED' FOR IN "A" ST NE LYING APPROX. 310 FEE NORTH OF 7TH ST NE 97-077 OF ALL EXISTING UTILITIES WHETHER SHOWN CA THESE PLANS OR NOT BY POTHOLING THE UTLITIES ROOF DRAIN CONNECTION. CAP END OF PIPE & STAKE LOCATION 1 -30 THESE DRAWINGS CONFORM TO THE CONTRACTORS CONFORMANCE WITH THE CITY OF AUBURN AND SUR` EYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. & DEPTH OF IE IN THE FIELD. (TYP. 3 CP'S #: 6, C, 11 & 12) NO'E: SEE ARCHI'.ECP_'RAL SITE PLAN BY THE CONSTRUCTION RECORDS. ENGINEERING DIVISION'S REQUIREMENTS REV. DATE BY DESCRIPTION SHEET NO. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 AND TFPN POTHOLING ALL OF 4. SEE DETAIL 1/C3 FOR TYPICAL CURE & PAVING SECTION KEIMIG ASSOCIATE FOR SITE LAYOUT/ 1 05/01/98 G.MO REVISED PER ARCHITECTURAL THE EXISTING UTILITIES AT LOCH IONS OF NEW UT!UTY CROSSINGS TO PHYSOALLY VERIFY DIMENSIONING. VERIFY ANY DISCREPANCIES BY: �Ilnll� .v km(.,) DATE: 00 � 2 07/23/98 G.MO REVISED PER ARCHITECTURAL SITE PLAN 5. CONTRACTOR SHALL REVIEW AND COMPL'( WITH THE CONDITIONS STATED WHETHER OR NOT CONFLICTS EXIST. LOCATIONS SAID UTILITIES AS SHOWN ON .HESE PLANS W/ POE ENGINEER,NNG & PROJECT ARCHITECT APPROVED BY: .P�-r-� S 'I ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE IN THE GEOTECHNICAL REPORT PREPARED BY ASSOCIATEC EARTH �tD TITLE/POSITION �-�.5. C CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO SCIENCES, INC. (JOB JG97018A, DATED MAY 1997) wpm 09.24.0 CONFIRMED BY CITY DATE: 3 08/20/98 G.MO REVISED PER CITY REVIEW PROCEEDING WITH CONSTRUCTION. DATE APPROVED: 1 4 09/01/98 1 G.MO REVISION PER CITY REVIEW EX 4' BARB LEGEND WIRE FENCE I EX, 8" DESCRIPTION NEW EXISTING STORM SEWER SD - - -SD - SANITARY SEWER _SS_- � T WATER W W TYPE III BARRIER FIRE HYDRANT Ak PER CITY STD STBA-1 F 1 W/ END OF ROAD MARKER CATCH BASIN ® ❑ 'i = BRASS CAP i,/ r / . PAVING I �� %/ i � //" I 12' CONCRETE EX. 4' HIGH WATER jam, /, /r GRAVEL VAULT TO BE ADJUSTED, ... COORD. W/ CITY. LANDSCAPE F= 4' WIDE 125 LF BIOSWALE RELOCATE EXTRUDED CURB 0 0.50% EX. METAL %%� % " t/g GUARD RAIL RETAINING WALL SPOT ELEVATION SS MANHOLE O ; ' R EX, CB TYPE I / / j/ ' SD MANHOLE RIM 68.49 / r / WATER VALVE m 6"IE(NE) 67.11 '%/i '% o^'+ TEL MANHOLE EX. FIT #257 / / r SITE BM-3 TEL RISER ❑ EX. GUY POLE //, POWER POLE -0W/ BUT WIRE %/// /j' ;/r r,/r� %�/ /' 1 6 / / r PARKING LIGHT POLE EX. GUY POLE W/ GUT WIRE / r EX. STORM MH RIM 70.22 / r 8"IE(N) 66.62 r 8"IE(S) 66.80 r ) r i pf iT / / r / ✓ r r r r / / r / r / pi r/ oi��%i; l r / r / o r r wo,/ EX. CB TYPE I w& V414 R EXIST 8" IE (E) 67.23 12" IE (S) 67.23 r 2:1 0 LOCATED IN THE N.W. 1 /4 OF SECTION 18, T21 N, R5E, W.M. AUBURN, WASHINGTON 20' WIDE PUBLIC WATER, STORM, & ACCESS EASEMENT TO CITY 177 LF 8" GATE D.I.P. N 86 29'33�330.94_ 105LF8' 10'� D.I.P. % 130 LF 6'0 i// /� PVC SDR-21 RISER IE .69.68 CAP & j i � STAKE /,%/� FUTURE II ( \ -IE 69.25 195 LF , // / / r /r II' r // PVC.S R 21 / r O / / r r r r r/ NEW BUILDING {' �F.F. = 72.50 6 LF 6" PVC SDR-21 ® 1% / / /:. T INSTALL: ✓ ,/,i// /; , 6' HIGH CHAIN 50 LF 6" PVC LINK.FENCf II . SDR-35 ® 1% ai / / iI 0 I r r r / r- pp / 70.73 r r FUTURE T R /- I.I 1 r , TRENCH INSTACLi 55 LF 6"0 PVC SDR-35 .0% 44 /j/ 1Ve BUILDING S=1 q'; ' %/< IL SUPPLY # Irr r/ FUTJPF IE 63 71 FUTURE TRENCH a '''I / % * J (DEPTH 4.6' S.E. END; S=0.67) r, r / r „ VA j /, f; .,. \ /, //�,�rT 15 PUBLIC: WATER- ,,L... / \ ASEMENT O CITYAZ TV BE ABAN00NED / / X EX. STORM MH TYPE II `✓,""i'M ,: �` EX TEL..RISER �b - ----• • ^CONIC. RIM 70.86 /ir r _ _.. I ALL NEW 5' WIDE a' IF (ra) 67.00 _...... - - i EX. GUY POLE S/W j Q / W/ GUT WIRE 7TH ST.; 18 IF (W) 67.11 o ,. EX. 6" CONC - Al- CONC. AUTO VERT CURE (TYP) EX- TEL MH - E � EX. SSMH 709 03A� I DISPLAY PAD --�� -- SAWCUT- RIM 70 46 CNTR CHAN 66.99/ / 7 N 86'20'54" E EX. DWY CUT - - - - _ - 8" (E) OUT - - - - -SSA _ - -SD_ D-- 8"EX. CB TYPE I - EX. SSMH_#709-03 (VERIFY) RIM 71.05 SS � EX SSMH 7U9 XqY RI iM 70,52 12" IF (W) 69.21 -- - - - % EX. CB TYPE CNTR CHAN 66.82 10" IF (NE) 69-25 (REPLACE) J EX. CB TYPC / - RIM 70 78 8" IE (E) 69-25 RIM 69.65 10" ( OUT RIM 69.75 � CNTR CHAN 66.94 NEW 1 clo 6" (S) 68J3 �O / 12" IE (N) 67.37 8"' IF (S) IN (2 NE) IE=69.25 2" IF (E) 67-3_ 80"IEE(N) oUI 8•' IE (NE) IN / 8S IN SSMH. PLUG RECHANNEL EX. " IF O "coL SIDE SEWER (N.) UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RES?ONSIBLE 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 CONS -RUCTION. 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 POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. REMOVE EX. 3T Q1 A 7.5' WIDE CONC. WALk 4�- _ r \ \ 1" =30' EX. GRAVEL AREA \ /& II v v / A EX SSMH 709-01 i \ RIM 7226 CNTR CHAN 68.38 10'(S) OUT / 5' PLANTER \ 10"(N) IN iYATER RVECE 25'X25' COVERED A / , NEV II� WASH AREA PER i �'/ ARCHITECTURAL J?IFY Sf�,k EXISTING V / IC, tbis( W/r BUILDING / t�T�CT'" -;III ... Ex. GATE SEX. GRAVEL AREA / EXISTING IE (TRENCH65Do Ex. FENCE / BUILDING / WX 68.97 r rr E DITCH r / r / r, / D EX CB TYPE I 6?' �7 , RIM 72.38 i„ r FULL OF WATER / r / r IN J S . / N TYPE ! / r F1 S A ALLEY /....... rii/ T EX RkVFE- AREA: o / / i r / r � r" r / r r � Ii�e r o- / /r r r v✓ / r o uRe / E?( / / J �&MATCH y 300 LF 8"0 PAVEMENT W/ ,%, ' PVC SDR-35 h 'EXIST SEAL JOttfT /� S=0 4%, SEE ' SHT C3 FOR r PROFILE / 42 ;%/' EXISTING b `v EX. ASPHALT__ SPHALT / BU',LDING PAVING TO REMAIN -EX. 6" GONG, i EXT. CURB INSTALL NEW TO BE REMOVED CONC. CURB ❑ WHERE SHOWN EX. CONC. CURB EX. CB TO REMAIN j TO BE REMOVED SAWCUT LINE APPROX / (TYP.) LOCATION „/ E c � / CAR ON TOP / _x ASPHALT PA.ViNG EX. 16' / ALLEY a / / r %4%%i� uc� , ' � ', / / -{ L'�ANIIAKY;; EWE / k;ONC. AUTO DISPLAY �191- s .BASEMENT PAD EL =73.90 _ - J �J O =JO'-9� 0WY DWY CUT DWY CUT M EX. 7.5' WIDE GONG. WALK / TO REMAIN EAST OF NEW D/W / _ A,_ - - MATCH EX. 'WALK ELEV. y' ss - - - - - - - _ _ ----SS--�J--------------- DWY CUT DWY CUTS _ DWY CUT EX. CB TYPE I �EX. SSMH #/09-02 RIM 7142 RIM 72 61 r = )LUNG' ITE EX CB TYPE 8"IE(SW) 70.15 CN FR CHAN 66-74 RIM 71 35 EX- CB TYPE I ADJUST RIM AS 10 IE(E) OUT 10" IE (SW; 69.70 (REPLACE) RIM 72 64 NECESSARY 10'IE(Wl IN 8" IE (N) 69.76 7-8" IE (W-NE) 70. NEW (12" SW) IE=69.70 ADJUST RIM AS NECESSARY \EX CB TYPE I_ RIM 71 54 8" IF (W) 70,07 WATER & SEWER PLAN 1 "=30' NOTE: SEE ARCHITECTURAL SITE PLAN BY THE KEIMIG ASSOCIATES FOR SITE LAYOUT/ DIMENSIONING. VERIFY ANY DISCREPANCIES W/ POE ENGINEERING & PROJECT ARCHITECT EX. SSMH RIM 73 56 CNTR CH''N 6608 10"(F) OUT 10"(W) IN NEW TYPE III-48" SSMH EO9 00 STA 0+00 7Z.- 11 RIM 4-24Ht), MATCH EXIST GRADE IE (10") = 66.45 IE (8" N) = 66.62 (MATCH CROWNS) FAC 0017-98 CNTRAu rE _ fib. 33 BLD 0328-98 RECORD DRAWING CERTIFICATION 4p�9� % THESE PLANS ARE APPROVED FOR THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONFORMANCE WITH THE CITY OF AUBURN CONSTRUCTION RECORDS. ENGINEERING DIVISION'S REQUIREMENTS n n BY: f4tlldf-lUtz &Afizij DATE: Z oo APPROVED BY: .nz.,r, S TITLE/POSITION �f -S- CONFIRMED BY CITY DATE: DATE APPROVED: WATER DATA TABLE O DEACTIVATE & CUT IN O INSTALL: STA 15+60 6"X6"X8" TEE (MJXMJXFL) 1-8"X8"X8" TEE (MJXMJXMJ) INSTALL STA. 10+00 1-8" G.V. (S.) (MJXMJ) 1-8" G.V. (FLXMJ) CONC. THRUST BLOCKING. CONC. THRUST BLOCKING l� INSTALL- STA. 10+14 O INSTALL: 1-8" 45' BEND (MJXMJ) RISER & DDCV ASSY. PER CONC. THRUST BLOCKING CITY OF AUBURN STDS & SEPARATE SPRINKLER DRAWING 0 INSTALL: DEDUCT IRRIGATION VERIFY LOCATION W/ OWNER METER W/ D.D.C.V. PER CITY & ARCHITECT STD. DTL NO. WADM-1, SEE L/S PLAN. 10 INSTALL: F.D.C. (PUMPER) PER CITY OF AUBURN'S STDS. O INSTALL: STA. 11+06 1-8" 45- BEND (MJ) LOCATE IN CENTER OF PLANTER CONC. THRUST BLOCKING 11 INSTALL: WALL MOUNT P.I.V. 0 INSTALL: STA 11+68 COORDINATE W/ CITY OF 1-8"X8"X6" TEE (MJXMJXFL) AUBURN FOR APPROVAL & 1-6" G.V. (FLXMJ) ARCHITECT FOR LOCATION 1-FIRE HYD. ASSY PER CITY OF AUBURN STANDARDS WAFH-1 12 DEACTIVATE & CUT IN (CENTER F.H. IN PLANTER) 8"X8"XS' TEE (MJXMJXFL) CONC. THRUST BLOCKING INSTALL: STA 17+37 1-8" G.V. (FLXMJ) 0 INSTALL STA 14+21 CONC. THRUST BLOCKING. 1-8"X8"X6" TEE (MJXMJXFL) 1-8" G.V. (N.) (MJXMJ) 13 INSTALL: STA. 10+11 1-6" G.V. (FLXMJ) NEW METER BOX & 1Vi" METER i-FIRE HYD. ASSY PER CITY PER CITY OF AUBURN'S STDS. OF AUBURN STANDARDS WAFH-1 114" BUILDING SUPPLY PER (CENTER F.H. IN PLANTER) CITY STD. DTL. NO. WASM-1 CONIC. THRUST BLOCKING 0 INSTALL- STA 14+55 1-8" CROSS (ALL MJ) 1-8" PLUG (N.) (MJ) 1-8" PLUG (E.) (MJ) CONC. THRUST BLOCKING NOTE: ADDITIONAL FITTINGS & PIPE MATERIAL MAY BE REQUIRED. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE THE NECESSARY FITTINGS AND MATERIAL TO INSTALL THE WATER SYSTEM. * NOTE: WATER METER SIZE AND SUPPLY LINE SHALL BE VERIFIED BY OWNER/DEVELOPER. SPRINKLER SUPPLY LINE SHALL BE DESIGNED BY SPRINKLER DESIGNER. VERIFY SIZE OF TEE & LINES W/ DESIGNER PRIOR TO INSTALLATION. STATION 10+00 FOR WATERMAIN IS LOCATED ® O UTILITY CONFLICT TABLE OSTORM 8" IE = 70.00 WATER 8" IE = 68.19 OSTORM 8' IE = 68.29 WATER 8" IE = 66.29 (DIP WATER UNDER STORM) ©STORM 12" IE = 67.56 WATER 8" IE = 65,56 (DIP WATER UNDER STORM) OSTORM 12" IE = 67.38 WATER 8" IE = 66.00 (DIP WATER UNDER STORM) OSTORM 12' IE = 67.69 WATER 8" IE = 65.69 (DIP WATER LINES UNDER STORM) OSTORM 24" IE = 65.87 WATER 8" IE = 63.87 (DIP WATER UNDER STORM) ©STORM 8" IE - 69.15 WATER SUPPLY LINE (DIP WATER UNDER STORM) ) P2 F 0 � ..�� U •0 Z_ J N o z o � o00 CN I zW M 00 w ~ ^ z v�i N `-) N J LLJZ w rn 00 X Jc'Q'E,_ W o \ U o Z W �cn ��300 � O J ^ M ^ _ O w 0404 SITE PLAN NOTES: Q 1. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL BE PER CITY OF AUBURN STANDARD DETAILS. THE CITY WILL INSTALL THE METERS. THE CITY MAY, AT THE CITY'S OPTION, INSTALL SERVICES FROM MAIN LINE TO THE METER WHEN THE EXISTING WATER LINE IS IN AN EXISTING CITY STREET; ALL OTHER WORK BY CONTRACTOR. PLUMBING SUBCONTRACTOR SHALL VERIFY THE ADEQUACY OF THE SUPPLY LINE (SIZE/PRESSURE) PROPOSED AND REPORT ANY CONCERNS TO THE ENGINEER PRIOR TO CONSTRUCTION. , F w N 2. SPRINKLER LINE, RISER, DOUBLE DETECTOR CHECK VALVE ASSEMBLY, PUMPER CONNECTION AND SUPPLY LINE, AND BUILDING SYSTEM BY OTHERS. A SEPARATE DETAILED PLAN SHALL BE SUBMITTED TO THE CITY OF AUBURN BY THE SPRINKLER CONTRACTOR AND APPROVED PRIOR TO INSTALLATION. THE F POf DESIGN SHALL INCLUDE THE ITEMS ABOVE AS WELL AS DETAILS FOR RODDING LPN P pF WASyl AND BLOCKING. VERIFICATION OF PIPES SHOWN & PIPE SIZES OTHER THAN THOSE SHOWN BY THE SPRINKLER CONTRACTOR. -� o 3. PUMPER PORT SHALL FACE STREET OR FIRE ACCESS, AND BE READILY ACCESSIBLE TO ANY FIRE VEHICLE FOR FIRE FIGHTING AND PUMPING OPERATION. 270)600 4. TO BE TIME. IF P THIEORSHALLNBENOT DIRECTED TOSTHELED SANIAARYIS SEWER VIA ANTALLED APPROVED OIL/ f�SF-�STER�` roNAL E ' WATER SEPARATOR. 5. CONTRACTOR SHALL COORDINATE POWER, CABLE, PHONE & GAS SERVICE W/ I EXPIRES 3/8/199� UTUTY PROVIDER. CONTRACTOR SHALL COORDINATE POWER, CABLE, PHONED/� & GAS SERVICE LOCATIONS W/ DEVELOPER/BUILDING OWNER. DATE 6. PRIOR TO PROJECT ACCEPTANCE THE PROPOSED SEWER & WATER EASEMENTS SHALL BE DEEDED TO THE CITY. FEB 1998 7. SIDE SEWERS REQUIRE PERMITS FOR EXTENSION INTO BUILDING. Ip) A FrRE SpRwKLER LwF_ i2ELac:rR15S A SE�veATE DRAWN BY G.MO PjETA•LEL> Pt aN AND 13 y T1+E �C � F.i2E mp rz sf44 ( Gou ii}cT Fi1Z� lJE�� R E ck -= r rz E NAf5-kYr5 . DESIGN BY A.F.P. JOB NO. 97-077 REV. DATE BY DESCRIPTION 1 05/01/98 G.MO REVISED PER ARCHITECTURAL 2 07/23/98 G.MO REVISED PER ARCHITECTURAL SITE PLAN 3 08/20/98 G.MO REVISED PER CITY REVIEW 4 09/01/98 G.MO REVISED PER CITY REVIEW SHEET NO. r2 LJ z cn F_ r\ 0 PF c�Z z �F Q 70q 00 D I59 3 GENERAL CONSTRUCTION NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. STANDARD SPECIFICATIONS SHALL BE WSDOT/APWA CURRENT EDI11ON AS MODIFIED BY THE CITY OF AUBURN, INCLUDING AUBURN'S STANDARD DETAILS, SPECIFICATIONS, AND REQUIREMENTS. 3. A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER SPECIFICATIONS SHALL BE OBTAINED BY THE CONTRACTOR AND SHALL BE ON -SITE DURING CONSTRUCTION. 4. A PRECONSTRUCTION MEETING WITH THE CITY OF AUBURN SHALL BE REQUIRED PRIOR TO ANY SITE WORK. THE CONTRACTOR SHALL SCHEDULE AND COORDINATE THIS MEETING. 5. 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). CONSTRUCTION SEQUENCE 1. ATTEND PRECONSTRUCTION MEETING WITH THE CITY OF AUBURN. 2. CONSTRUCT PERIMETER DITCHES, FILTER FABRIC FENCES AND OTHER EROSION CONTROL DEVICES AS SHOWN ON SHEET G1 & G2 OF GRA 0018-97. OBTAIN COPY OF APPROVED PLANS FROM CITY OF AUBURN. 3. NO UNCONTROLLED SURFACE WATER SHALL BE ALLOWED TO LEAVE THE SITE AT ANY TIME DURING CONSTRUCTION. 4. BUILDING CONSTRUCTION MAY BEGIN. 5. CONSTRUCT OFFSITE STORM SYSTEM WA R.O.W. (TIME SPENT WA R/W LIMITED TO 15 DAYS.) 6. CONSTRUCT SEWER & WATER UTILITIES, PERMANENT STORM DETENTION & CONVEYANCE FACILITIES. NO RUNOFF SHALL BE ALLOWED TO ENTER THE PERMANENT CONVEYANCE SYSTEM UNTIL SITE HAS BEEN STABILIZED TO THE SATISFACTION OF THE CITY OF AUBURN INSPECTOR. 7. COMPLY WITH THE GRADING, DRAINAGE & EROSION CONTROL NOTES IN THE CONTINUOUS OPERATION AND MAINTENANCE OF THESE FACILITIES. 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. BIOSWALE SEED MIX FINELY TEXTURED PLANTS TOLERANT OF FREQUENT SATURATED SOIL CONDITIONS OR STANDING WATER, USE FOR SLOPES LESS THAN 1% COMMON NAME SCIENTIFIC NAME SPACING (0/Q SHORT AWN FOXTAIL ALOPECURUS AEQUAUS SEED WATER FOXTAIL ALOPECURUS GENICULATUS SEED SPIKE RUSH ELEOCHARIS SPP. 4 INCHES SLOUGH SEDGE CARED OBNUPTA 6 INCHES OR SEED SAWBEAK SEDGE CAREX STIPATA 6 INCHES SEDGE CAREX SPP. 6 INCHES WESTERN MANNAGRASS GLYCERIA OCCIDENTALIS SEED VELVETGRASS HOLCUS MOWS SEED SLENDER RUSH OENANTHE SARMENTOSA 6 INCHES HARDSTEM BULRUSH SCIRPUS ACUTUS 6 INCHES SMALL -FRUITED BULRUSH SCRIPUS MICROARPUS 12 INCHES CONTRACTOR NOTES 1. FIND SUPPLIER AND VERIFY AVAILABILITY. 2. USE SUPPLIERS RECOMMENDED RATE FOR SEED APPLICATION. 3. IT IS RECOMMENDED THAT SEVERAL SPECIES BE PLANTED TO INCREASE THE LIKELIHOOD THAT SOME OF THE SPECIES WALL FIND GROWING CONDITIONS FAVORABLE. 4. FOUR WEEKS AFTER SEED APPLICATION COVERAGE MUST BE 70 PERCENT OR GREATER. IF COVERAGE IS LESS THAN 70 PERCENT, ROOTSTOCK OR NURSERYSTOCK PLANTING IS RQUIRED IN BARE AREAS. 5. 810SWALE TO BE FULLY ESTABLISHED PRIOR TO INTRODUCTION OF STORMWATER RUNOFF. IRRIGATE AS/IF NECESSARY. APPROXIMATE FILL/CUT TYPE SPECIFICATIONS FOR STRUCTURAL FILL (IF REQUIRED) FILL MATERIAL TO BE CLEAN, WELL GRADED COMPACTABLE MATERIAL (CLASS 8 MINIMUM) WITHOUT WASTE AS DEFINED IN WAC 173-304-100 SEE PROJECT SOILS REPORT FOR FURTHER INFORMATION. SPECIFICATIONS FOR GRUBBING PREPARE SUBGRADE AS ,TOTED IN PROJECT SOILS REPORT BY ASSOCIATED EARTH SCIENCES (#G97018A, MAY 1997). ALL AREAS TO BE STRIPPED SHALL BE CLEARED OF VEGETATION, BRUSH, 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, NON -ORGANIC EXISTING SOILS. 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 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 SEEDBED AT A RATE OF 120 LB/ACRE: URBAN APPLICATION PROPORTIONS BY WEIGHT R PURITY $ GERMINATION KENTUCKY BLUEGRASS 307 85 80 (ADELPHI. AB RON OR FYYLKING CREEPING RED FESCUE 40% 98 90 P NN AWN) PERENNIAL RYE 30% 95 90 (DERBY OR PENNANT) ns2 * 2" A.C. PAVING _ SLOPE 0 DN CONC. EXTRUDED CURB 0 o G p o 0U 7- 0 ° 0 0 0 0' - o0 oa o * 4'-fib' MINUS --A \- PREPARE SUB -BASE CRUSHED ROCK PER SOILS REPORT * PROVIDE HEAVIER PAVING SECTION IN HIGH TRAFFIC AREAS AS/IF REQUIRED BY THE PROJECT GEOTECHNICAL ENGINEER. CURB & PAVING SECTION N.T.S 8" CONCRETE - RETAINING WALL PER 3/C3 3'XO.90 GAGE STAINLESS STEEL SUPPORT BRACKET W/ TURNBUCKLE ANCHORED TO CONCRETE WALL (MAX 2' VERTICAL SPACING). MIN o ONE SUPPORT. A.C. OR PVC ADAPTOR Q PER TABLE - T.W. EL = 71.50 (12" RISER) 6. (MIN) (12") r(E=4 661011 �12"0 RUBBER GASKET CAP rTOP RISER EL = 71.00 I 100 YR WSE = 70.70 (11EL.-6989 3'0ORIFICE , EL. 69-8� 0 ORIFICE SEE PLAN (IEL. 69-8Q-� 0 ORIFICE VIEW BELOW ® EL. 69,88,, 3=0 ORIFICE 1,9•l°l 37W°� � i- WATER TIGHT CONNECTION F- 12'X12"X12" PVC TEE, RUBBER GASKET JOINTS (REMOVABLE) L12" < RUBBER GASKET PLUG W/ 2.5"0 ORIFICE 0 EL 65.E �S ELEVATION VIEW N.T.S. RELEASE RATES ALLOWABLE ACTUAL W.S. ELEV DESIGN STORM Q (CFS) Q (CFS) 2 YR 0.28 0.26 69.11 10 YR 1.03 0.68 69.95 25 YR 1.31 0.98 70.26 100 YR 1.62 1.27 70,70 FLOW CONTROL RISER DETAIL NOTES: * 1. METAL PARTS: A) CORROSION RESISTANT OR GALVANIZED OR ALUMINIZED TYPE II B) IF GALVANIZED STEEL PIPE, HAVE ASPHALT TREATMENT 1 2. FRAME & LADDER JR STEPS OFFSET SO: A) CUMBDOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. 3. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS Yi f,l (I01d0 12"0 RISER 'm <0 #4012- HORIZ & VER1 X 0 -9" �a 1'0 WEEP HOLES MIN SWALE BOT� 0 4' O/C ELEV 66.00 lm z PLAN VIEW N.T.S. 00 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY:4, 41diM:;Q• 4DOZf )DATE: TITLE/POSITION �24 CONFIRMED BY CITY DATE: FAC 0017-98 BLD 0328-98 U IH II II I I 4' CHAIN LINK FENCE I� PER PLAN II z N I I I I ^l W p \ o U") a� -�_ D U7 co Lai LLJ Ln -I' t./1 �. u z p V)NN LLJ0 M co 1W CLR GRANULAR BACKFILL crf� N Z (POND WERE OCCURS) W p F- U � G~7 N O:f p CD Z '- -- #4XN NNAd rn 3a`no O/C OZ04 � (3) 14 CONT 3" CLR CONT 8' V-4" 3'-6" CONC. RETAINING WALL C3 N.T.S. -3"1 2'-3- 2 -3" ri N0. 1012P DIAMOND PLATE INSPECTION COVER, 2 PLACES M ��g NO. 3030P DIAMOND PLATE COVER RIM 7� 16-7 PLAN VIEW -COVER ,- (INSPECTION TEE INLET FLOW DIFFUSER - I _BAFFLE _ OUTLET IE OIL RETAINING I IE PROVIDE (08 Ili \WFIR/SLUDGE I 66I 1'-6" 11'_O" 2'-0" SECTION A -A UTILITY VAULT MODEL 577-SA OR EQUAL, AASHTO H2O DESIGN REQUIRED FOR COVER SLAB, CONTRACTOR TO SUBM17 MFR DATA FOR APPROVAL OIL/WATER SEPARATOR DETAIL C3 / N.T.S. THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS APPROVED BY: DATE APPROVED: C�ArhlL REV. DATE BY DESCRIPTION 1 05/01/98 G.MO REVISED PER ARCHITECTURAL 2 08/20/98 G.MO REVISED PER CITY REVIEW 3 09/01/98 G.MO REVISED PER CITY REVIEW _J U Li rlrl � U co LI LI �C LI U O Q � U � � z OO Q cn J Q W LI O DATE FEB 1998 DRAWN BY G.MO DESIGN BY A.F.P. JOB NO. 97-077 SHEET NO. C3 pF �� z 3 eG 8 ' 70°r 0 0 o rss3 30' 5' S/W �cr�a o Harnnu wnt,rtuy ` 4" MIN COMPACTED DEPTH CRUSHED SURFACING (34' MINUS) 3 6' GRAVEL BASE CLASS *AM*, _.............................................................................................. NEW 4' HIGH • CHAINLINK FENC ...E ............................73 U 2 T.W.=71.50 3' (MIN) EXTRUDED ASP. CURB .......................7L CONC. RETAINING 71.50 WALL - _ b (� 100 YR W.S. EL. =1 �w 70.70 ................ ................ j-.................................................................71 CD • t^I z Mu•1 J N IIIn —' CDN ^ \ W U O I C7 re) Lo DETENTION z co POND - LLJ • pool E E z_ cz `n (V CN ........... .I I ....................................... -......................................................................... 69 U -r7 wwOx 4J co J � M L� �, w �No� 11' 2 ~ C.7N U 68 OOZE[ C5 = I N rn NN3U-)co BOTTOM OF DETENTION ® 66.70' O Z � .�..� U � Y ........................................................................ fi7 ^1 T III BOTTOM VARIES FROM 66.70 TO 66.00 I I - - _- - DEAD STORAGE VARIES � ................................................................................................................ 66 70 TO 65 00 ..........................................................................................................:..... EX. 8' SO SEED BIOSWALE i NEW FENCE PER SEED MIX 3p' I NOTE ON C3 76.... ..:.....................................................................I.................................................................................................................. .................................................................................................................................................................................................................................................................................................65 NEW 4- CHAIN LINK / ANGLE I PROPOSED PHASE II PROPOSED PHASE I POINT EX. � 'Iaf FENCE i BUILDING BUILDING ALLEY tl 3 TYP. POND SWALE SECTION 74...< ...................a ,.... I .......................................................... ....... I........... .................. ........................ ........ ............................................................ ......... ...................................................... ................................................................. ....................... .............. ......................... ......I.............. 74 C4 SCALE: 1"=10' HORZ. N I F.F. = 72.50 PAVEMENT 1"=1' VERT. � I �o l - - - �R __ _ RELOCATE EXISTING 3 I SWALE r L/S PLAN - - - - - - I - -- TO END IE = T.W.=71.50 -- -I-I - GUARD RAIL _ - - GUA 72........................... .L.......................................................................... ......................................... ................ .................. ....... ............1.�.LI....................................................... L........�_-....................._.................._..................................................... 72 OF STREET L NEW 6' HIGH I_ - EX. 4' BARB CHAIN LINK I 100YR W.S. � � 12 �F 8 'ow - CHAIN EL.=70.70 - PROPOSED - j! WIRE FENCE — — — — I e Z.o% '- 1' MAX GRADE FILL 12' WADE PORTION —------- �� e, ................................ .......................... _ �...—...- -...-............................................................................... 70 I...................................................................................................................................................................................................... 70 Of EX. DITCH. (TYP,) EX. 4' HIGH a n o �- WATER VAULT \ ���� A���� 0e e SEE SECTION A-A�i ���A\ C M n..c: CONTRACTOR SHALL INSTALL EXISTING = A STREET N.E. LADDER RUNG ON SIDE WALL GRADE (SEE SPECIAL `�i EX FOOT BRIDGE �1 (SEE LOCATION ON SHEET Cl) I NOTE 2)� �� ��_ _ TO 8E REMOVED EX. STORM MH TYPE II BRICK `; e TO BE REPLACED W TYPE II-48' CONCRETE -�� �k' ` 69 29 W/ SOLID LID / RET..WALL.......... ............................................................................................................................................................................................................ ......................... .... EX. 8" SD t% ,� M 66.......... 68 5 RI = B BOTTOM OF DETENTION STORAGE �- ,69 80 W- - - - STORM LINE "A" M SO 6 " IE (24'6S) = 65.38 19 ® EL.=66.70 EX. 10' SS o G - - (6 IE (8' E, Wj = 65.94 3S PROPOSED 8' WATER REPLACE (EX. 8" STORM) NEW 16 LF 24' 66......................... ... ................................................................................................................................................................. 6 W NEW 173 LF 24 . -I EL.=66.00 6 66.70 _ EX =866 05 (S) EX. 8" CUL (N) EX. 8' STORM 66.70 D.I.P..®0.267 �i I I iv IE= 20 LF 12" PVC I _ TW = 71.50 TO BE REMOVED IE = 65.86 BOTTOM OF SUMP 5'X10' 66.70 `` SDR-35 ®0.50°l. o I EX. 8" W �� TO BE REMOVED 1 L EL.=65.00 70.10 6v INSTALL NEW CB TYPE II-48" o ti - W/ SOLID LID 5 0 PVC = NEW 10 LF 12' 64.................................�.�......L..................................................................... ...... .... .. .... ........................................................................................................................................................................................._.. ................... g4 71.50 7126;� � k � . ; RIM - fi9r5 (t) Idi.13 ��. IE 24" N, S) = 65.42,3o SDR-21 ® 1% /+ 6 LF 12' PVC ��� RIP RAP PAD IE �12" E) = 65.4i 3S EY. 382 LF 8" 2 SITE SECTION SDR-35 ®0.507 ��� 'X5'X1' DEPTH IE(9' W)=(db•11 C4 C.10� ROWING .5 NEW IE = 65� 12' GATE USING 2-6" ROCK b( ) o C4 SCALE: 1"=30' HORZ. 71 - 7 5 QUARRY SPACES (TYP) 1"=2' VERT. INSTALL NEW CB 11A, TYPE II-48" RIDGE W/ SOLID LID EX. STORM MH TYPE II BRICK RIM = fi9.5 (t) PLAN VIEW �� TO BE REPLACED W/ TYPE II-48' 72.................. 72 SCALE: 1"=30' W/ SOLID LIDIE (12' E) = 65.42 PROPOSED GRADE EX. FOOT BRIDGE RIM = 68.35.63 IE (212 WIDE PROVIDE 1' MIN TO BE REMOVED IE (84"E, 6 65.941 3S EX FOOT ............. — TOP of PILL = 6976....... PIPE COVER ................... 70 .o (t) � — BRIDGE EX. GRADE 69..................... 2 2 69 r 0 IE (12') = 65.52 EX. 8 III .III - g7........ ........ ..67 77 / .,.. :lv ,..— _.... 66 -- - ; , .,, , - -� *^ -- ^mom , i� EX. 8" SD TO EAST TO REMAIN -_ IE = 65.87 EX. 8' SD PIPE TO BE REPLACED �EX. DITCH 12 SD (E) yy/ 24' STORM AS SHOWN 10 LF 12' PVC 64..................... INSTALL: 173 LF EX. 8" SC IE - 65.42 „ 64 TO BE REPLACED 63..................... SDR-21 ® 17 ................... 63 CB 11,TYPE II-48' W/ 24' STORM AS 24" D.I.P. ® 0.267 16 LF 24" PVC RIM = 69.60 SHOWN SDR-21 ® 0.26% STORM SECTION A -A IE = 65.87 (12" SE) WSTD SOLID LCB TYPE II-48" D SCALE: 1"=3' VERT. IE = 66.87 (t6 E3 STORM LINE r�Arr IE (24- Nam, S) = 6542130 1"=3' VERT. IE = 66.33 CB 5 D m SCALE: 1"=30' HORZ. IE (12" E) = 65.#21 35 BLD 0328-98 FAC 0017-98 1"=3' VERT. IE(e W) = ".11 D UTILITY CONFLICT NOTE: CAUTION: RECORD DRAWING CERTIFICATION F/3/9j,� "APPROVED" THESE PLANS ARE FOR THESE DRAWINGS CONFORM TO THE CONTRACTORS THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH CONFORMANCE WITH THE CITY OF AUBURN OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES ENGINEERING DIVISION'S REQUIREMENTS CONSTRUCTION RECORDS. 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 ��rQ'Y""`� BY: NDf�SsAJ DATE:-�:I!(oI00 THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY APPROVED BY: TITLE POSITION 6 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 CONFIRMED BY CITY DATE: CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO DATE APPROVED: ?-7/1d PROCEEDING WITH CONSTRUCTION. REV. DATE BY DESCRIPTION 1 07/08/98 G.MO ADDED OFFSITE STORM LINE "A" PLAN & PROFILE 2 08/20/98 G.MO REVISED PER CITY REVIEW 3 09/01/98 G.MO REVISION PER CITY REVISION J_ m U Q o L�J ocl, W L' Y L.` U 0, U � z � Z �- � w m � Q rl 0 J I- LLJ 0 Z 0 Ld W N EXPIRES 3 8 1999 ATE FEB 1998 RAM BY G.MO ESIGN BY AFP DB NO. 97-077 4EET NO. C4 PF o7Z f of 70q oo p 15-S3 LEGEND DESCRIPTION NEW EXISTING FIRE HYDRANT J1 >, CATCH BASIN p ❑ BRASS CAP PAVING i CONCRETE GRAVEL LANDSCAPE EXTRUDED CURB >� RETAINING WALL SS MANHOLE Y O SD MANHOLE G TEL MANHOLE O TEL RISER POWER POLE o PARKING LIGHT POLE # EX. 4' BARB WIRE FENCE TYPE III BARRIER PER CITY STD STBA-1 W/ END OF ROAD MARKER INSTALL: WHITE C STRIPE FROM STA 20+50 TO STA 24+90 EX. 4' HIGH WATER VAULT TO BF ADJUSTED, COORD W/ CITY REMOVE EX. METAL GUARD RAIL EX. ACCESS J ROAD I Ot STOP SIGN EX. GUY POLE W1 GUT WIRE 2O 12" WIDE THERMOPLASTIC STOP BAR LENGTH TO BE INSTALL: NEW STREET lh DISTANCE OF D/W LIGHT TO EX. POWER POLE NOTE: W GUT WIRE ALL MATERIAL FOR STREET LIGHTS, CHANNELIZATION, & SIGNAGE SHALL BE PER CITY OF AUBURN DESIGN SPECIFICATIONS # ALL NEW STREET LAMPS SHALL BE / LAMP WATTAGE _.._ ....250 W MOUNTING HEIGHT... .....35 FT. / FOOTCANDLE AVE. .......... .....0.9 a , LIGHT PATTERN. _... ... ..__ IA CIII , / Lip / //% J a o /jK`���jj' / / / r / �r r / d i c r. / r ft✓ / rr �. i rr. / r / � / r t r t / o r ,r / INSTAL r % INSTALL: NEW STREET LIGHT TO EX. POWER / % POLE I LOCATED IN THE N.W. 1 /4 OF SECTION 18, T21 N, R5E, W.M. AUBURN, WASHINGTON ROLLING IN 8629_'33 E 330 /94 , GATE // /// rrr ri / EX GRAVEL AREA/�// % i/fi/a/// r / r \ \ \ \ GATE • / , /„: �o%/ ,/,/ rr / ✓.. , / /Lr,// r. ,,C. ,//:..:, „, .r/., / /„ „/, /. ,r// ../ /. / /, /r. / 'i „/r r. / . //� .,/.,r/ ,, ,i- r r,./ /.. /. , L, as �/r /. �,1,. rr✓r/C.c r ro. � / / / E SS /., ,✓,. //r. / / /. // /,- �_/ .�r"6 ;r/��i/.,/. , �r;rr ram, r /i ,// /_, \ -, ,,, ,,._,: ,._.r✓,///, ,r,' /oi /,./ r .r/rc„_,,, rG r / /, rr / / r. ,., /,.,/./ .: /.,: rGG „i:; ,./r' ./ �'z i 7 /�/.,, ../„/ "I RM 2.2E 709-01 _/„ ,/ .,./ ,/, //.. /. / r. rr rrr .,//ir/.,/.%.�/r�; �•, ,/,ri/i '.o /✓i, /- / //., r r / / �" // /„ / sr /,,ri. CNTR CHAN 68.38 ., ,,, or ,,, it / / r /////< � /;,/ /Y,-,'/„ .L' i/„/':a / ,G. ;' /%; ;,y„.r„r, �.r� ,, / ,.. r rr. ✓i 4/i 12 21 ,r ,:G /. / / /, ,, /r, iiii / ,/,/ / ,r / r // / //i /r ,,. , / , ,ri r, r,,, ,<, , ,, /,,, /�, // , �;- r�r %.//- w ' c` / .,. / r/�. ,./ r,r /✓ ,i;//�//> % //sr �',��iiiar/i / „✓, // / ' /i 10 OUT /,/.//?T ///� i i .�i �ji/i/r/:fir / / / .p \ (�l ,<,r • r, :/„,./// / >,; / s �. //>../, rriio:(: r/ ',/// r rrr//�rr, /s r % i it r i . </ r \ ii i,5 1 11 90/005 0r%'r„,y/,G/r-;:�,j ' T 2 1 /%/ ,/ � / -/, >i' r% r , r i, / EXISTING \ OCL . /'rzY /, %s; ' r,• i % i ; ' ',r„ Bull DING / %�/ "„ �% 1 � ///i r r //%/'/�i//r //' EX ram/ /r/ —EX. GATE EXISTING / N6 BUILDING /�r '��j%i //j OD'? EX. FENCE / /// / %GS ' % r�i/ /ii ///.;,%'/i,o „J • %r/�/ri,. / r�"�.:' '%i/C ' It / r/ NEW BUILDING / F.F. 72.50 %z' ✓, i r � �,/ , //r, ' ,ir• � — co ✓;. � Tiff � �/;/// ;>� ,,; � � /'/ !;'/r ; / , ;/� ,� ' //; i/r %� / 6S_ � �;/„fir /� r / , - �% /,_ ... -.' �. � �.�.. . /, / ,r r�,,, ,, .;u/ , �/...; ' „ , // ,///, rrr ,r 2:1 Li//, /�� ./ /r//'r , r r///�� .� 5;r % ///:./ % �i% %5 :•Jii //� /P,/ / /, 6 HIGH CHAIN /,, , / / / s'r,/ r ..; . ,, ,. /: i.. / % , ' ��i, /r/ � / ,',/ ///�://,' / ` /% ; '�� , i � ; �;, / // /r /;% ' �' / .r„ ALLEY ,/i %, •: rr,' .LINK .FENCE' r /r. ! /�. �i/ „ / /r, /, Gi /% /;. � �q r / r r //, ✓ /, . /,//r /. / / 0 i,/ �r ,`"/ /// /,;;,//, , ✓ r .. ,%H /,..' � J 4�T- 'r >/r� „/� �/✓.r ii. „�1, �' .r,„/i ///!i'//// ;//:,' r ,� /i'> `i� 'r�/::z/ {L/,;6 G- i „gam/ i� ,,;✓.. r/ /,.� r ,o;,:: , i /r / /'s / /�/r >•L ��ir. � `;✓O// /', ! / i w ,i/ PHASE II / /�;r✓ �,%%,. , � �� .r / , �.r I O 05, /� �/,��////,/„// �� Po ., EXISTING ,,Lj / / ;r rr�; /,' !�///% /;: // , /;./ BUILDING �rr/ fir„ IK /. / /r/�s , / , ,/ /., // 1./,.r/,,,i,/ //, / ../,_. / / ..//... ,/.. <•l /,,,,/ / ,,//,,,rr �.r//c,r ,,,//r•/% �.,, '. ''.' ,,< ter;✓ �, r<%/��/i//. /i/':G'// / „irr, //m/;v,��„//r/ /, .. / .,//,,,. {/ /✓ ,. i/'/': ✓/ irr ,, ,.;Lr /,•;a;-';�r%�/ ,r/G.,:;!,r!. ��r /,:://r//•„ /.,/ /�\;;r:/i r/r, ., ... --. •. ....- /r ,,.,, /i ;;, !/k/�/, /r, �ir, �:3r ri /r r ❑ / r r / r / / x' /,j /, r , /� r <,•. r.. %i r��,:,,, '•: � ,/,, i/,� Sr;/i �:.t; INSTALL: NEW STREET LIGHT TO EX. POWER a/ r r � •; o- . POLE ®STA 7+95 * EX. 16' ,r. /,, INSTALL: THERMOPLASTIC RIGHT TURN ARROW //r / ,/ ,c / / . -/. / ..r. ;.� r //r r.>so /.. �•; r ;i/�.r ALL A RN' r r / / r / r r ;� W "ONLY" LETTERS PER CITY OF UBU S r r/ // / i i / / r /%rrr i / r / r / / // /r/ // � /i/ / / /: / / y / i r / / r r / r / EX. SIGN TO DIRECTION. //, - STDS &C EC /, „//, .,,,.,./„ , rc,.. / ✓r r / ,,, r � / / r r,..,,,,, �. REMAIN ,< .o. r.//, F/r.r,,, r /r/„,irr_,< ..,. _.r,//u,//,.;., //.r,rr, r/,:rh,,/.,r,..,/ , /,r,,,...,,.,..r, �r /,,.,,,. .._.,. .r✓/,%./, ,_ _,. _,,.„,.,,., ,';. mr,o..,../ ,-, /,,/..„//rr� /.r, r ,.r/L, r , /,,rrr r ,/.,. i/-r,;,/./..//,, //' r,r.ir., r:, /r. -_„/oc„,r.../i.O,/,.',//r.. /r ,/,r,r/%r_. ',.r,,,/. .,r,//,r ,_r,r,./.,,.. ._.. .,✓,,,r,,i,. /i:,.;,;,.,/.r ,u„i/rL.:.,/„,.,..v. _/%,, / /u/i,;,r.r. rir /r, 1./.,,//,:,,,,_/�,.i.., .r,,./,/,./i../,./� ,rr.ir. r",.r/////.�,.i�.,.. ..,a,. ,�_,i. r/./.� riU/ �r.i . .. r,..,irr,,, /,:,/<r;,,,r. >%.,,.rr. /r /,/„ _,/;. 7r ., r / r/ /ir„/i <, r / r REPAINT 4 WIDE YELLOW STRIPE E/r i,/ r _ p _ EX.TEL RISER.. 'EX. GUY POLE 7TH ST. IN EX. 6" GONG, W� CUT SIRE — oQ VERT CURB TY_ Pam— o N 8620'5e E EX. DWY CUT o O X EX. STOP BAR — — - - --"E REPAINTED RELCCATE EX. STREET NAME/STOP SIGN TO L� BACK OF WALK UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL RF 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 7';EN 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 POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. STREET CHANNELIZATION, SIGNAGE & LIGHTIN 1 "= 30' I NI FROM STA 8+10 TO 9+35 ' - DwY CUT INSTALL: SINGLE WHITE r / DPi'i • DWY CUT o :� RPMS STA. 9+35 TO FL 2 CURB TO BE PAINTED °D — — C. =mmm '� 9s9 ?? 10+00 �+ YELLOW FROM STA 7+35 0 — TO °TA 9+80 p NOTE: SEE ARCHITECTURAL SITE PLAN BY THE KEIMIG ASSOCIATES FOR SITE LAYOUT/ DIMENSIONING. VERIFY ANY DISCREPANCIES W/ POE ENGINEERING & PROJECT ARCHITECT CURB TO BE PAINTED J YELLOW FROM STA 7+88 TO STA 9+23 1" =30' EX. LUMINAIR DWY CUT DWY CUT END PAVEMENT / MARKERS / EX. STOP Q BAR INSTALL: INSTALL: (TO BE DOUBLE YELLOW RPMS NO LEFT TURN SIGN" / REPAINTED) STA 8+10 TO STA 9+35 BELOW EX. STOP SIGN ANGLE POINT STA. 8+80 / Q FAC 0017-98 BLD 0328-98 RECORD DRAWING CERTIFICATION THESE PLANS ARE "APPROVED" FOR 9�3�9Y THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONFORMANCE WITH THE CITY OF AUBURN CONSTRUCTION RECORDS. ENGINEERING DIVISION'S REQUIREMENTS n n BY: T u1n Z o DATE: a0 APPROVED BY: TITLE/POSITION 'PL5 CONFIRMED BY CITY DATE: DATE APPROVED:/��ss NOTES 1. LANE MARKERS (RPMS) SHALL BE PER C.O.A. STD PLAN TRLM-1 2. ARROW & "ONLY' MARKINGS PER C.O.A. STD PLAN TRLM-2 3. EXISTING & PROPOSED STOP BAR TO BE THERMOPLASTIC OR APPROVED EQUAL REV, DATE BY DESCRIPTION 1 09/01/98 j G.MO REVISION PER CITY REVIEW 2 � "A 00 D 155-3 yy�.� b•W •9 z_ ~ J 1"1 N Z o ` nW, a,cn CV I z JJ • l�"1 W W w00 ~ � z N Cy CN w w CD x coLu W �Lo\ U C-DZD N Q Z W EnO ~ Q � -d Do ^ O w N 3 F— Z En U LL CD U_ � O W Ln L'— Y LL U Q U � z w Z m N m Q rl F m r— � r- Z Z Q C J FZ Q IV z W —r z QJ U F— Lil w CD LLJ Q f z w V J F w w x N F. EXPIRES 3/8/1999 1 DATE AUGUST 1998 DRAWN BY G.MO DESIGN BY A.F.P. JOB NO. 97-077 SHEET NO. C5 LEGAL DESCRIPTION GENERAL NOTES TAX PARCEL NUMBERS: 605340-0195-00 AND I. All work shall meet and be In compliance with 605340-0165-06 all Local, State and Federal Codes which apply TAKEN FROM SURVEY BY PATHMANN SURVEYING: to the Work LOT "A" OF CITY OF AUBURN LOT LINE 2. Check and verify all dimensions before proceeding ADJUSTMENT NUMBER LLA-0026-90, with this Work Job verify work before starting. UNDER RECORDING NUMBER 9008061561, Notify Owner's Agent Immedlately of all RECORDS OF KING COUNTY, WASHINGTON. discrepancies before proceeding. SITUATED IN THE NW 1/4 OF THE NW 1/4 OF SECTION 18, T 21 N, R 5 E, W.M. 3. All materials and construction Installations shall meet and be in compliance with the current State LOTS 11 THROUGH 15 IN BLOCK 3, TOGETHER WITH THE Energy Code, as adopted. ABUTTING \ OF "B" STREET, ALL VACATED BY CITY OF AUBURN ORDINANCE NO. 4274 AND RECORDED IN VOLUME 4. All areas required to be accessible to the general 44 OF PLATS, PAGES 8 AND 9, RECORDS OF KING public and as otherwise noted shall meet the re - COUNTY, requirements of the State rules and regulations for EXCEPT THE EASTERLY 100 FEET OF SAID LOTS A use by the disabled. MEASURED PARALLEL WITH THE WESTERLY LINE OF THE 5. All work shall be performed in a good, workman - ALLEY IN SAID BLOCK 3, Ike manner. AND LOTS 1 THROUGH 15 IN BLOCK 4, TOGETHER WITH 6. Obtain all necessary permits and approvals. THE ABUTTING 1/2 OF "B" STREET, ALL VACATED BY 1. All work shall be performed to meet the minimum CITY OF AUBURN ORDINANCE NO. 4274 AND RECORDED requirements of the Uniform Building Code, latest UNDER RECORDING NO. 8803289746; EXCEPT THAT adopted edition, or as otherwise noted, whichever PORTION OF LOT 8, BLOCK 4 AS SHOWN IN ATTACHED Is the more stringent. EXHIBIT A-2, AND TOGETHER WITH ALLEY LYING WITHIN SAID BLOCK 4 AS VACATED BY CITY OF AUBURN ORDINANCE NO. 3426 AND RECORDED UNDER RECORDING NO 7909111031, ALL IN NEW AUBURN ADDITION, AS PER PLAT RECORDED IN VOLUME 44 OF PLATS, PAGES 8 AND 9, RECORDS OF - KING COUNTY, SITUATE IN THE CITY OF AUBURN, COUNTY OF KING, T ROLLING STATE OF WASHINGTON. r T I , 30. 01' GATE (ALSO KNOWN AS LOT 1 OF CITY OF AUBURN LOT LINE I - - ADJUSTMENT NO. LLA-0035-89.)— i A.L.T.A. COMMITMENT, SCHEDULE A: I I THE LAND REFERRED TO IN THIS COMMITMENT IS SITUATED IN THE COUNTY OF KING, STATE OF I i WASHINGTON, AD DESCRIBED AS FOLLOWS; I PORTIONS OF BLOCKS 3 AND 4 OF THE NEW AUBURN I ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 44 OF PLATS, PAGES 8 AND 9, IN GOVERNMENT LOT 1, SECTION 18, TOWNSHIP 21 NORTH, I ST ET RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, I EXTENSION AS VACATED BY AUBURN ORDINANCE NUMBER 4274, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SECTION 18, j TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M., IN KING I COUNTY, WASHINGTON; THENCE ALONG THE NORTH LINE OF SAID SECTION 18, N I W -A 86'29'53' E, 206.65 FEET; I THENCE S 00'31'29"WEST, 170.00 FEET TO THE TRUE -i POINT OF BEGINNING; EXISTINCs 0 THENCE N 86'29'53" E, 330.97 FEET; PAVEf�EN7 I - Ip THENCE S 3'30'07" E, 136.35 FEET; / THENCE S 65'00'42' E, 50.00 FEET' i THENCE S 24'59'18" W, 306.08 FEET TO THE NORTH J LINE OF 7TH STREET NE; WI THENCE ALONG SAID LINE, S 86'20'54" W, 369.10R. FEET TO THE EASTERLY LINE OF "A STREET NORTHEAST; ^I THENCE ALONG SAID EASTERLY LINE N 24'59'18" E, MI pj 264.77 FEET; Oi 47 THENCE CONTINUING ALONG SAID EASTERLY LINE, NORTH Oi 00'31'29" E. 197.95 FEET TO THE TRUE POINT OF y, BEGINNING. 130.00 . (ALSO KNOWN AS LOT A OF CITY OF AUBURN LOT LINE J ADJUSTMENT NUMBER 0026-90, RECORDED UNDER RECORDING NUMBER 9008061561.) I / 24'- r ST IF TANDARD - 8'-I IR" r7 860 29' 53" E _ 330.94'- — - - — - - — 61, — - - 49'-0, i6' TEMPORARY ROAD EASEMENT FTv F YPE I N OLLING GATE LO 100'-0" (5) TRUCK SERVICE (1U STANDARD SERVICE 0 26'-0.. _ _ _ C — GATEJ 1R- 190'-9" - _ SALES qU 61 F N N � N — r m PHASE I M TRUCK SERVICE - 11,810 S.F. Main Floor = 9,046 20'-0" Upper Floor = 2,764 ; _ 6' HIGH CHAIN LINK FENCE ' ROLL N PHASE [I AUTO SERVICE 8c PARTS QUICK LURE, MWAAING AREA N 25'x25; 8" C11.U. O WASH BAY � ryM ' G arD ui W GATE 46'-0 1/2" r 5'-0" Ll ACCESSIBLE PARKING Accessible parking spaces shall conform to WAG 51-20 in dimension and construction. "Standard" accessible spaces shall have the following minimum dimensions: 98" wide, 60" wide aisle. "Van Accessible" spaces shall have the following dimensions: 98" wide, 9b" wide access aisle. Maximum slope of accessible areas shall be I" to 48". BUILDING ENVELOPE COMPLIANCE To the best of my knowledge and ability, the project plans show compliance with the required sections of Chapter 13, Building Envelope, of the 1994 Washington State Energy code. x- 6�lj (4L�' Alan C. Keimig, Architect # 2051 Date on 1c q FEVISI0NS //1\6-2-9f3 Qcv�s�a r:J--D�i� ro - PR-4t� t IZM t CrM �?J t cu o , ., VICINITY MAF NOT fO 5C-&E 161 tn y°'/ 00, y2 ' 6 \ rn M EXISTING I � • BUILDING 1 e\ EXISTING \ _ /7 CD •� `' �_.. BUILDING ` s FOOT \` Q 30 00. 6, E I 4S •e„ i, / �7j3r �� /Gy 4 ,vy1js, ,(` ll ry ?8`e" rs�/ INDEX TO DRAWINGS st o •' ' / AKCHTECTiR& A-1 SITE PLAN ---^-^ \ / PROJECT INFORMATION A-2 FLOOR PLANS 114" RESTROOM PLAN A-3 EXTERIOR ELEVATIONS z W A-4 BUILDING SECTIONS N = DOOR SCHEDULE c� WINDOW SCHEDULE a 15TH ST. NE z z t LOTH ST. 0 971Y ST po NE NF 8TH ST. NE. 8TH ST. NE. SITE 7TH ST. NE. 5TH ST, NE. AUBURN N 1~ a m 5TH ST. NE. HOSP.El m E. MAIN ST. \ J / ` 4v A 5 G SECTIONS WALL D/NSTAIR SECTIONS c, R. / /� UZP. / art /A-6 WALL SECTIONS Z ��O / �� / lr A-1 FINISN PLAN 17 INTERIOR ELEVATIONS / • . Q� / �/ A-8 REFLECTED CEILING PLANS A-9 WASH BAY PLANS AND DETAILS 5TRIXtUM 1AN125CAM / 5-1 FOUNDATION PLAN L-I LANDSCAPE PLAN EXISTING / / 5-2 ROOF FRAMING PLAN 1-1 IRRIGATION PLAN BUILDING / 6-3 DETAILS MECHANICAL S-4 PANEL ELEVATIONS Ln M-I MAIN AND UPPER / 5-5 PANEL ELEVATIONS AND DETAILS HVAC PLANS (0 5-6 SECOND FLOOR FRAMING PLAN 6-1 STRUCTURAL NOTES AND DETAILS ESITE Ct LIGHTING PLAN { jr CIVIL E 2 POWER PLAN �.,if [.� C-1 STORM DRAINAGE PLAN z U / , C-2 WATER AND SEWER PLAN C-3 NOTES AND DETAILS \ /•.. C-4 SECTIONS AND DETAILSLn Q oo ONCRETE AUTO ---- 1 u }-- - All LU PROJECT DATA 0' FR T SET AGA - .. . — _ — — — t.= i I SOAPING ZONE: C-3 , _ SETBACKS: AREA INCREASES: U c FRONT: 20 FEET No area limitations as separated SIDE, INTERIOR: NONE all sides by yards or public ways SIDE, STREET: S FEET not less than 60 feet. U.J �----� -�-'-- REAR: NONE REOUIRED PARKING: 36 SPACES -� TOTAL SITE - 193;M2 SF. or Sales: Outdoor- 3 E _-_-__!_ ]v 86 20'S4 _r_ TOTAL BUILDING = 12,296 SF. 514,1181300)m 90 offices: EMAIN FLOOR = 93205 SF Vehicle Repair: (6345 s.f.)/(400) = 16 S'TRET N _� � � _ Storage: 2408.5 s.f.)/(300) = 8 -- - 403.28' 346.31' PF0-Iz 6 nF 8 R /n/FO R M AT/ 0 ^/ 0^/L y LEGEND -Q� FOUND SURFACE BRASS CAP Qr TELEPHONE MANHOLE G ® SANITARY SEWER MANHOLE o TELEPHONE RISER SCALE' W - '�O,, O" 0 STORM DRAIN MANHOLE 0 POWER POLE ® STORM DRAIN CATCHBASIN PARKING LIGHT POLE WATER VALVE SURVEY BY PATHMANN SURVEYING pQ 6625 SOUTH 190TH ST., SUITE 0-101 FIRE HYDRANT KENT, WASHING70N 206) 656-5977 UPPER FLOOR - 2,9155 S.F. OCCUPANCY: PROVIDED PARKING: 186 SPACES B - 2;6085 SF. Customer - 13 5-3 - 9,320 SF. Standard - 5c5 H-3 - 316 S.F. Accessible = 2 OCCUPANT LOADS a lls 14 k Stalls = SS Truck Offices: (11,161 s.0/000) - 112 Service = 19 standard Mech, equip, etc.: 1414/300 - 5 q p� Sales Display = 45standard , Zo TtvcK Locker Rooms: 815/50 - 2 Auto Service = 36 Storage: 24085/300 - 8 Standard = l9 , -rrvo1C_ = IS - Lunch Room: 857AS - 51 Compact 2 Shop area: 6345AOO - 63 Auto Sales Display - 45standard I -HOUR SEPARATIONS REQUIRED Employee - 12-standard CONSTRUCTION TYPE V-N FULLY SPRINKLERED IN t\ kn rn _ 0 cN A M t\ M ern h rn GO 1" 0% 0� 00 .p U-1 OO O CD C) �i v �O ul C `D CD a, C3 u-1 r\ co r ID P00a, j. :t j= > ZLd > Z U- _ ce Q :D M Z J Q v¢i L Ce � Y ►- 0 wVw of Q - t"ZU < O m .o t` 0 CV Q, Ca: JOB NUMBER: 96- 44 DATE: S-II-98 SHEET a I -- - SS �-x EX. 4' HIGH ELEC VAULT EMERGENCY OVERFLOW SPILLWAY PER DETAIL 2/G2 OVERFLOW PATH TO EX. CS WA R.O.W. EX. METAL - GUARD RAIL ell I EX 4' BARB I T WIRE FENCE I �I °0� I e° T I' I I I _ I 71.5- II 26' 30' I I I I I I I I I I 3 b 3:1 I WI I rEmg EX. C8 RIM 68.6'IE(W) 6"IE(NE)RIP-RAP SIDE SLOPEUSING 2"-8" ROCKQUARRY SPALLS. 0 EX. GUY P1' MIN. DEPTH W/ GUT WI' EX. ST MH BRICK TYPE II RIM 70.22 8-IE(N) 66.62 8"IE(S) 66,80 NEW IE (E)=67.00 CONTRACTOR SHALL PROVIDE- 2' MIN COVER OVER EX. WATER k STORM ® CONSTRUCTION ENTRANCE. LOCATED IN THE NW 1/4 OF THE NW 1/4 OF SEC 18, T21 N, R5E, W.M. AUBURN, WASHINGTON MATCH EXISTING B-B GRADES ® G2 ea PROPERTY LINE (TYPICAL) °ea N 86'29'33' E_ 71.5 4 ;6'X6' .00 1 RIP -RAP PAD ® OUTFALL, X 1' DEEP W/ 2'-6" e ROCK QUARRY SPALLS ° °oh INSTALL SILT FENCE-/ PER C.O.A. STD. DTL DEV-6 ® PROPERTY LINE NORTH Q 6'(f) (TYP.) - 2:1 MAX SLOPE ° hti ................. EX 0 N If . 1 ( 1N. \ / EX. SSMH 709-01 I / RIM 72.26 / 4 CNTR CHAN 68.38 10"(S) OUT 10"(N) IN EXISTING O TEMP 'V DITCH PER C.O.A. / / BUILDING STD. DTL DEV-9 ® 0.50% I C'L W/ ROCK CHECK DAMS 1f / EX. GATE ... / IE=70.93 EX. GRAVEL AREA EXISTING N \ 6 �a \\ EX. FENCE °o/ `o BUILDING o ti SLOPE TO DRAIN TO / EX. DITCH\ EX. CB TYPE SWALES k TEMP. POND, TO BE CONNECTED a° / RIM 72.38 (TYPICAL) TO NEW DITCH TO o°\ FULL OF WATER THE WEST. / INV'S p El EX. GRAVEL AREA / \ o � IE=71.50 INSTALL TEMP / / 1�r '� 11 / b ' ti�/ EXISTING / ENTRANCE PER // FUTURE BUILDING /�' �X'y BUILDING o ( ` FOOTPRINT, SEE / (EX. PAVING) . CITY OF AUBURN C.O.A. EX. GR _L STD DTL DEV-5 o) SITE PLAN AREA AREA L EX. 8" SSQ- a1 68.00 TEMP. "V DITCH 00.5% ° / / o W/ ROCK CHECK DAMS EX. CB EX. CB TYPE I / PROX RIM (9.27 / //// / PER C.O.A. STD DTL DEV-9/ ` i t / EX. 6" CONC. OCATION 12"IE E) 67.23 I 12"IE(S) 67-23 EXT. CURB CAR ON TOP 68.50//// ° __._-.tip / / EX ASPHALT PAVING / 68.32 / 1 / 0 , / / / 1 EX, C8 TYPE RIM 73.42 IE=69.62 / 8'IE(SW) 70.15 EX. ST MH TYPE II - / EX. CB TYPE / ° o / / W SOLID LID EX. GUY POLE EX. GRAVEL AREA �° /1 / RIM S-) SO ID TOP - - - W GUT WIRE CB PROTEC110N PER C.O.A. �`/ RIM 70.86 / i �, 8"IE(S-E) 69.85 STD. DTL DEV-7 _--•P e " 12"IE(W) 67,11 EX. TEL RISER / ° 71.5 0- _ D-� 113.94• �/ 1 °opRwv CUT % _ - . -. Rwr CUT 1 _ RW� CUT �O D 1 p 1 �. _gam o° 9 -- �---------- - - - - 'r-% // ° EX. 7.5' WIDE 14 -i 56�fiV -- 1 ° �_ e• CONC. WALK- ° h� i X` -1��---------------ss- o----� M EX. 6" CONC.� EX. TEL MH 403.28 7TH ST. N •! /� - - - - - - - - - -SS a° 0 00 Re DRwr cuT__1 \ °5° VERi CURB (TYP) o� ----� / -SS---- ��� `%,01'cuT _ 6ewv_cuT ti - -� EX. SSMH ��� ----- 7- 346.31' 1` ---- _ -�--�� N 86'20'54" E EX. DWY cut / ° _ _ _ - °` 1` RIM CH �o SS / 1 CNTR CHAN 66.08 o _ SS- - - - - - EX. SSMH 709-02 -_- - - - - - - - - _ - -SD _ _ CB PROTECTION PER C.O.A. STD. EX CB TYPE RIM 72.61 10"(E) OUT 7 D- _ h° DTL DEV-8 ON ALL CB•S W/IN RIM 7264 CNTR CHAN 66.34 10"(W) IN - - EX. CB TYPE �, 1" 100' OF PROJECT SITE 7-8"IE(W-NE) 70.18 0"IE(E) OUT - - - - - -SS EX. SSMH 709-03 RIM 71.05 10"IE(W) IN - - - - EX. SSMH � EX. CB TYPE I • RIM 70.78 RIM 70 52 12"IE(W) 69.25 1° /_ �° / 10'(N) IN EX. CB TYPE CNTR CHAN 66.82 1�. 1ti ° RIM 71.54 CNTR CHAN 66.94 10"IE(NE) 6925 1�. RIM 69.65 10"(E) OUT 8"IE(W) 70.07 12"IE N 67.32 8"IE(N) OUT 8"IE(E) 6925 h" 10"IF (W) IN 8-IF(S) IN c.� 12"IE(E) 67.32 8"IE(S) IN 8"IE(NE) IN EX. CB TYPE I RIM 71 35 1&E(SW) 69.70 8"IE(N) 69.76 #257 U SITE BM-3 EX. DWY .cur / - m / ^� 67.67 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 UTLITIES 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 POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 16 WIDE X 177' LONG / TEMP. POND BOTTOM ® / EL 66.75' 3:1 I - HAY BALES -RIP-RAP OUTLET A REQUIRED - IE (12") =67.25 FUTURE BUILDING APPROXIMATE F.F. ELEV. = 72.0 CONTRACTOR SHALL ADJUST PAD ELEVATION ACCORDINGLY �-GRAVEL BERM W/ HAY -BALES PER PER DETAIL 3/G2 2 rROL LF 8" -35 2" PVC 10 EX. SS C.O. ® 0.5% / EARTHWORK NOTES: FILL MATERIAL SHALL BE CAPABLE OF 95% COMPACTION, QUANTITY IS 10.000 C.Y. (COMPACTED). THIS VOLUME IS AN ESTIMATE ONLY AND IS NOT TO BE USED FOR BIDDING PURPOSES, CONTRACTOR TO VERIFY. GRADE & FILL PLAN I 11 --0 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION CONFIRMED BY CITY _ DATE: SEP 0044-97 GRA 0018-97 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS oIAm APPROVED BY: I fto /9d �1,�.w,r, DATE APPROVED: & f 18 AUBURN MUNICIPAL AIRPORT w II15TH SITE Z � Q� J ti QJO 7TH NE 6TH NE VICINITY MAP NTS SITE DATA SITE AREA... .... . ................. 199,984 SF, 4.59 AC ZONING. . .. ....... OWNER INFORMATION SCARFF FORD/ ISUZU C/O THE KEIMIG ASSOCIATES 216 "A" ST NW AUBURN, WA. 98001 (253) 939-3232 FAX: (253) 735-1309 PROJECT SURVEYOR: PATHMANN SURVEYING MR. GORDON PATHMANN 6625 S. 190TH ST., SUITE B-101 AUBURN, WA. 98032 (206) 656-5977 FAX: (206) 656-5978 LEGAL DESCRIPTION LOT "A" OF CITY OF AUBURN LOT LINE ADJUSTMENT NUMBER LLA-0026-90, AS RECORDED UNDER RECORDING NUMBER 9008061561, RECORDS OF KING COUNTY, WASHINGTON. SITUATED IN THE NW 1/4 OF THE NW 1/4 OF SECTION 18, T 21 N. R 5 E, W.M. PARCEL NO'S: 605340-0120 605340-0125 605340-0130 605340-0160 605340-0165 605340-0167 605340-0195 BENCHMARK: CONTROL BM, ELEVATION 67.29, TOP OF MON IN CASE AT NW CORNER OF # SEC. 18-21-5 (FROM CITY OF AUBURN SURVEY DEPT.) SITE BM -I, ELEVATION 70.18, TOP OF SURFACE BRASS CAP AT INTERSECTION OF "A" ST NE WITH 7TH ST NE. SITE BM-2, ELEVATION 71.83, TOP OF SURFACE BRASS CAP AT INTERSECTION OF "B' ST NE WITH 7TH ST NE. SITE BM-3, ELEVATION 69.72, TOP OF NORTHEASTERLY LOWER FLANGE BOLT ON FIRE HYDRANT LOCATED ON THE EAST SIDE OF "A " ST NE AT THE BEND IN "A" ST NE LYING APPROX. 310 FEET NORTH OF 7TH ST NE DATUM: CITY OF AUBURN LEGEND DESCRIPTION NEW EXISTING STORM SEWER SD - - - -SD - SANITARY SEWER _Ss_ - - -SS - - WATER - FIRE HYDRANT CATCH BASIN BRASS CAP SS MANHOLE 0 SO MANHOLE WATER VALVE x TEL MANHOLE 0 TEL RISER ❑ POWER POLE o- PARKING LIGHT POLE ix EXTRUDED CURB SPOT ELEVATION / XX�XX SILT FENCE "V" DITCH W/ -� y ROCK CHECK DAM CONTOURS 50 - 50 THE CONTRACTOR SHALL OBSERVE THE THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT FOR THIS PROJECT DURING FILL k GRADE OPERATIONS. SEE GEOTECHNICAL REPORT BY ASSOCIATED EARTH SCIENCES, INC. (PROJECT NO. G97018A) DATED MAY 1997 (CONTACT: THOMAS S. McFARLANE, P.E., PH # (425) 827-7701) REV. DATE BY DESCRIPTION 1 12/09/97 G.MD I REVISED PER CITY REVIEW U F•�i bt •0 z ;lq ~ J p N n o ^\ W z p � 1 Z M rn � •1"4 w � U' J Z cD N C`4 CV w w rn o CD W =Now V- p z w 3 co O� � O W � \ Z 0 � om LL � Q F DATE SEPT 1997 DRAWN BY G.MO DESIGN BY A.F.P. JOB NO. 97-077 SHEET NO G1 � E �-7 7 of 8 Q 70g 000 /553 GENERAL PLAN NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. STANDARD PLANS AND SPECIFICATIONS SHALL BE *WASHINGTON STATE DEPARTMENT OF TRANtPORTATION (WSDOT) STANDARD SPECIFICATIONS AND STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION" AND CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF STANDARD CONTRUCTION NOTES, STANDARD DETAILS AND SPECIFICATIONS AVAILIBLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. 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 TELIVISION). 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 G1. 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 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 SEEDBED AT A RATE OF 120 LB/ACRE: URBAN APPLICATION PROPORTIONS BY WEIGHT % PURITY % GERMINATION KENTUCKY BLUEGRASS 30% 85 80 (ADELPHI. BARON OR FYLKING CREEPING RED FESCUE 40% 98 90 PENNLAWN) PERENNIAL RYE 307.. 95 90 (DERBY OR PENNANT) CONSTRUCTION SEQUENCE 1. ATTEND PRECONTRUCTION MEETING WITH CITY OF AUBURN. 2. ESTABLISH CLEARING AND GRADING LIMITS. 3. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE. 4. CONSTRUCT PERIMETER DITCHES, FILTER FABRIC FENCES AND OTHER EROSION CONTROL DEVICES AS SHOWN. CONSTRUCT TEMP. POND W/ TEMP OUTLET CONTROL STRUCTURE PER SHEET G1. 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 SHALL BE ALLOWED TO LEAVE THE SITE ANY TIME DURING THE GRADING OPERATIONS. 6. GRUBBING do GRADING MAY BEGIN. 7. OBSERVE REQUIREMENTS OF PROJECT GEOTECHNICAL REPORT DURING PROJECT GRADING ® FILLING. 8. WORK WITHIN R/W SHALL BE LIMITED TO 7 CONSECUTIVE DAYS. CONTRACTOR SHALL COORDINATE W/ CITY OF AUBURN APPROXIMATE FILL/CUT TYPE SPECIFICATIONS FOR STRUCTURAL FILL FILL MATERIAL TO BE CLEAN, WELL GRADED COMPACTIBLE MATERIAL CLASS "A' RECOMENDED, CLASS "B" S7/ OWNERS AUTHORIZATION. WITHOUT WASTE AS DEFINED IN WAC 173-304-100. SEE PROJECTS SOILS REPORT FOR FURTHER SPECIFICATION. EARTH WORK VOLUMES: SEE NOTE ON SHEET G1 SPECIFICATIONS FOR GRUBBING ALL AREAS TO BE GRADED SHALL BE CLEARED OF VEGETATION, BRUSH, 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, NON -ORGANIC EXISTING SOILS. SEE PROJECT SOILS REPORT FOR FURTHER SPECIFICATIONS. 48" CMP STANDPIPE -TOP OF POND OPEN TOP, CLOSED BOTTOM EL 71.00 (MIN) INCASED IN CONCRETE 25 YR WSE = 69.36 SILT 70 20 PROVIDE SILT FENCE AROUND FENCE OVERFLOW CONTROL STRUCTURE "I IE=70.00 3 - 1 2 2 3 _ - 1 'oo 1 14k' WASHED ROCK -_ WATER TIGHT L p " GRAVEL CONESEAL ,po o " 8" PVC SDR 35 O 0.5 �° " H=2.75' 0 0 Chv=0.57 CFS INV. ELEV. " • " " WRAP STAND _17 2YR-24HR STORM 67.25 " a PIPE W/ SILT FENCE _ I '°0 o a 6" DEAD '0 0°wo�cC STORAGE 8"X8"X8" PVC TEE RUBBER GASKET JOINTS 1" DIA. TYP., 40 HOLES MIN`. 010" POND BOTTOM O.C. PERFORATIONS SHALL BE LOCATED EL. 66.75 �75 WITHIN THE LIMITS OF THE GRAVEL CONE 34'i 0 ORIFICE EL 65.25 MAX. ESTIMATED HIGH GROUND WATER ELEVATION 62.0 6" C. BASE SLAB ON (-) COMPACTED GRAVEL BASE �l T.E.S.C. POND OUTLET CONTROL STRUCTURE G2 Y N.T.S. (SEE C.O.A. STD. DTL. DEV-4 FOR ADDITIONAL INFORMATION) 76 73 ....� ........ILT......... S- I FENCE 2:1 70..................... 67 76 •• 73 SILT - FENCE 67 3 t "A" ST. N.E. LINE 6' 14.25' 16' 71.50 BOTTOM WIDTH ICI I o N.T.S. 69.00 0o 0 =1I1 �--6" MIN. DEPTH 2"-8' ROCK QUARRY SPALLS NCY OVERFLOW SPILD 71.50 EL=67.75 - L-66 7g; (2) STAKES PER BALE HAYBALE BERM, USING lW-3'40 WASHED ROCK 3 GRAVEL BERM DETAIL G2 N.T.S. ...............................................76 EAST PROPERTY LINE (Z 37 t) SILT - - FENCE ................................................................................................................................................................73 F PROPOSED BUILDING PAD F.F.=72.0(ADJUST PAD ELEV. ACCORDINGLY)_ STORM 71.50 PROPOSED = -- _ _, .62 - rshnr - � 1L 3 I � - EX. 8" STORM EX. 8" WATER ....................................................... - NORTH PROPERTY LINE 40' 2:1 (TYP) .......................... -- A -A SITE SECTION G2 SCALE: 1'=30' HORIZ 1"=3' VERT. ............................................................................ . PROPOSED BUILDING PAD F.F.=72.0....................... II =1II (ADJUST PAD ELEV. ACCORDINGLY) PROPOSED - - - - GRADE .................................................................................... . EXISTING GRADE .................................................................. B-B SITE SECTION G2 SCALE: 1"=30' HORIZ 1"=3' VERT. r 7TH ST. N.E. ....................................................... ..................................................................... 76 SOUTH PROPERTY LINE 36' f) SILT FENCE (SEE PLAN VIEW)...... ....................................................................................................... ...... 73 1 ....................................................... 2 0 70 TEMP. "V" DITCH EX 6" WATER ..............................................................................................................................67 SEP 0044-97 UTILITY CONFLICT NOTE: GRA 0018-97 RECORD DRAWING CERTIFICATION CAUTION: THESE PLANS ARE "APPROVED" FOR THESE DRAWINGS CONFORM TO THE CONTRACTORS THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH CONFORMANCE WITH THE CITY OF AUBURN OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES ENGINEERING DIVISION'S REQUIREMENTS CONSTRUCTION RECORDS. 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 !� ��Z•%jg BY:��dd�t! �. AtMP�)oATE: z GiJ THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY APPROVED BY: Ds�� TITLE POSITION (_ _�j _ 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 CONFIRMED BY CITY DATE: CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO DATE APPROVED: 2 0 PROCEEDING WITH CONSTRUCTION. REV. DATE I BY I DESCRIPTION 1 12/09/97 1 G.MO I REVISED PER CITY REVIEW U ■� _z J N o ^l z o i Z Ln 00 ■ w w lfi S"► /1 Z N N if w w w r. ) o o x ¢ W =) CD V cp (V O z W�0=u'> o g�00 CD O W 3 z Of m IV cn � Z r� ri., m O li W Q z U in Lf) F m o o w w x J_ Q LLJ � Z o`� J LLJ 0 Z N F. EXPIRES 3/8/1999 el4 -/ DATE SEPT 1997 DRAWN BY G.MO DESIGN BY A.F.P. JOB NO. 97-077 SHEET NO r,2 F �F F GI 70 9 OOD 1653