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Home My WebLink About03D1728GENERAL 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 MAIL CONFORM TO THE "WASHHVGTON STATE DEPARTMENT OF TRANSPORTA71ON (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION' (2000/LATEST EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S PROJECT SPECIFICATIONS MANUAL, AND THE CITY'S STANDARD CONSTRUCTION DETAILS 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 APPROXIMATE. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE DRAWINGS. IT SHALL BE THE CONTRACTORS'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES. IDENTI- FICATION, LOCATION MARKING AND RESPONSIBILITY FOR, UNDERGROUND FACILITIES OR UTILITIES, IS GOVERNED BY THE PROVISIONS 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 OF APPROVAL. IF THE CITY BELIEVES THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING MAY BE LIMITED TO APPROPRIATE 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 SRETY SHALL BE LIABLE FOR INJUIIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERERATIONS OR NEGLIGENCE CONNECTED WITH THEM. 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER, 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE Cl-,('S "RECORD CONSTRUCTION DOCUMENT" HANDOUT. CONSTRUCTION SEQUENCE 1. ATTEND PRECONSTRUCTION MEETING WITH CITY OF AUBURN. 2. DURING DEMOLITION OR CONSTRUCTION IN ROADWAY RIGHT OF WAY, PROVIDE ADEQUATE SAFEGUARDS, SAFETY DEVIISES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NECESSARY TO PROTECT THE LIFE, HEALTH AND SAFETY OF THE PUBLIC AND TO PROTECT PROPERTY IN CONNECTION WITH THE WORK COVERED INDICATED ON THESE PLANS. ANY WORK IN THE TRAVELED RIGHT OF WAY THAT MMv, INTERRUPT NORMAL TRAFFIC FLOW REQUIRES AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC EFFECTED. ALL SECTIONS OF WSOOT STANDARD SPECIFICATIONS 1-07.23 — TRAFFIC CONTROL SH "ALL APPLY. 3 BEGIN CONSTRUCTION. 4. ANY c ND ALL DEBRIS FROM THE DEMOLITION SHALL BF PROPERLY DISPOSED OF ACCORDING TO LOCAL, STATE AND FEDERAL REGULATIONS IN A TIMELY MANNER AND SHALL BE REMOVED WITHIN A PERIOD OF OVER 24 HOURS. 5. CONTRACTOR IS TO REPLACE "IN -KIND" ALL DISTURBED AREAS DUE TO SEWER INSTALLATION PER APPROVED PLANS. 6. PROVIDE SURVEYED AS -BUILT DRAWINGS OF THE SEWER PER CITY OF AUBURN REQUIREMENTS. 7. TIME LIMIT WITHIN R.O.W. MUST BE COMPLETED WITHIN 15 CONSECUTIVE CALENDAR DAYS. 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 POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. � 1 11 11 t S 277'1 H ST. LOCATED IN SECTION 36, T22N, R4E, W.M. AUBURN, WASHINGTON z ml I j'Lvv VV COVER SHEET 1 " =100' SHEET INDEX MH #108-12 METRO MH / ILO%1- %0 MH #108-13 PROJECT REF: FAC 01-0020 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS CP 6-13-OZ APPROVED B DATE APPROVED: BAIA zI I -- MILL CREEK 44TH T ST NW z 3 N AUBURN z co 42140 ST NW a VICINITY MAP NTS DEVELOPER INFORMATION: MR. HENRY HEBERT 2020 "A" ST. S.E., SUITE 101 AUBURN, WA 98002 PH: (253) 931-8888 FX: (253) 931-0186 PROJECT SURVEYOR: TJC SURVEYING 1189 McKINLEY STREET ENUMCLAW, WA 98022 PH: (360) 802-0652 CEL (206) 940-0253 NOTE: AT THE REQUEST OF THE CITY OF AUBURN THIS SANITARY SEWER EASEMENT PROJECT WAS TRANSLATED AND ROTATED TO THE BRIDGE PROJECT ON S. 277TH STREET. (WH PACIFIC HORIZONTAL AND VERTICAL DATUM) VERTICAL DATUM WAS ALSO SHIFTED TO NGVD 1929 HELD TBM #59 AS SUPPLIED BY CEF ENGINEERING INC. (FIFE WA.) THE VERTICAL SHIFT FROM PARK 280 DATUM IS MINUS 3.35 FEET PARK 280 ELEV - 3.35 = BRIDGE DATUM = SANITARY SEWER DATUM SHEET INDEX SHEET NO. TITLE SW-1 COVER SHEET/SHEET INDEX SW-2 SANITARY SEWER PLAN & PROFILE SW-3 SANITARY SEWER PLAN & PROFILE SW-4 SANITARY SEWER PLAN & PROFILE SW-5 SANITARY SEWER PLAN & PROFILE RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S REV CONSTRUCTION RECORDS. 1 BY._Tll6a,_,R ��_�. zi, DATE: ai- � •a3 TITLE/POSITION �v.,c,i,ce., s,&vmacnsr� 2 CONFIRMED BY CITY DATE: DATE BY DESCRIPTION 06/28/02 G.MO REVISED PER C.O.A. PLAN CHECK COMMENTS 08/08/02 G.MO REVISED PER C.O.A. PLAN CHECK COMMENTS oi/i3lo3 g,-. ,wv ,45-r3vi`r- w •� Z W (D 04 c-D U O W ov co 0 M Lo ac d m (on c t� W 00 C*%sl W V) W it V) r� ^Q I..i. N o (on z L.i li Lo F= C R F-- W W F-- W W V) L� W C> U DATE MAY 2002 DRAWN BY G.MO DESIGN BY A.F.P. JOB NO. 00-077 SHEET NO. SW-1 ©3D 17;Ig p.� UTiLITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VEMfYING 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 00ONSTRUCTIOI4. 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 POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. LOCATED IN SECTION 36, T22N, R4E, W.M. AUBURN, WASHINGTON EX. 18" PVC DRY WELL =REMOVED) 84" DIA SDMH �0" IE IN N.=42.4' s) Isue, PROPOSED R.O.W. ---- STA. 0+00 I I S SSMH TYPE 1-540, MH 1108_14 I I PER C.O.A. CHANGE ORDER DATED APRIL 2002 I 1 RIM = 44.00f I 10" OUT = 30.77 ^� NEW (10If ") IN = 30,,OY.80s s° PER S. 277TH ST. I I + PROJECT �� I I 0 I+ +�,--- I I T x cn m1 ( \ I 1 z I �Dx °a 7 r 1 �to n m N IV / ) I CDIf s _ \ C17 s� S01'53 51 W z N 19.63 12' SD 8 10 PVC SDR-35� \ \ 1 \ N 0 OAKIP 0* Z-VI \ , \ C4 EX. 12" SD + IE = 40.46' �7 \ I EX. ASPAHLTA9 EX. 10 +R PARKING LOT EX. EDGE OF +\\'�s \ I $ ASPHALT \ \ 10' \ TEMPORARY � \ \ CONSTRUCTION EASEMENT SSMH TYPE 1-540, MH 08-13 \ 1 \�� \ / ��` \" EX. 54" 277TH CL STA. 59+70.4. 22' RT PER C.O.A. CHANGE ORDER DATED \ \191. 1 L RIL 2002 \ / ( EXIST. 96 SSMH, #108-12 (10.� OU T=30. \\(METRO R99-10) -30.325 / \ / I RIM = 49.72 10" PVC 0 0.21 % I SEWER PLAN limp, 1 1$ =20� 46 _................... NOTE:. ......:...:..... EXISTING ..... . . .... . ... ..... ............ .. .. FUTURE GRADES -MALL... 44... ......... ..... ... ... ... ......................................................44 MEET' EXISTING' URADES'....... I' ............... AFTER: COKTRUCTION::::::: : (Np) ......... ......... .... �I1:. ........ ........ 42 ' . ; ...... ........ ...................... ................... .. ... is 40 ...................... ......................is i .......... ..................... II;:::::::: ::::: II:::: .. .. . 38.................................................._...........................I. ... :._. :....:....:..:.:38 ... ................... .. . I .. II::::::::: :::::::: .... II ...... �I,............................._..:..:. .... ..... .. ... ... . .........................71 I I:: ...... ::::: I `3ss.� . 34...............�...... .:....:....:... :.......................................................34 00.:2s%:: ........: is ::: } (....... 10 PVC 6b.21%........ 32:.........................:........................:..................... :..............:..:..: 32 ..T�'T....... ........ ..... . EO_ 00 30...............I.:..:..:....:..:....:.:..:....:..:....:..:.:..:..... ....:.......•:30 � ... . .........:......... YPE�1=54�,. M".... ..........._. " :A. CHANGE :ORDER: DATEDEX. 10 PVC STUB 13 002 ::_ ........ ....... (.TO BE RfM4VFD)::: .4�4.001 ...... I I ;� � :OU1 - 30.77w I ►� _..............................................................._.. IIN - 30.73 .0+06' IN...=.. 0• ., .gD.......................... SEWER PROFILE SCALE: 1 "=20' HORZ. 1 "=2' VERT. SAWCUT 12" HIN. FROM FOR STREET `'`" FOR NEW STREET EDGE OF EXCAVATION, REPAIR CONST. PAVEMENT REPLACEMENT THICKNESS IN KIND .(MIN. 2" CL. B A.C. PAVEMENT) I v one— PROPOSED STREETSECTION SURFACE SEAL AT M ATCHLINE SHALL BE AR-4000 — APPLY ASPHALT EMULSION (CSS-1 .`, OR APPROVED EQUAL TO THE"• • ENTIRE EDGE do THE FULL DEPTH OF THE CUT, IMMEDIATELY BEFORE RESURFACINGEXIST. ROAD 7AMC .4 STRUCTURECOMPACTED SUB PIPE TRENCH BACKFILL SHALL d tJ a BE BANK RUN GRAVEL PER d w WSDOT STD SPEC 9-03.19 RUN GRAVEL TRENCH v BACKFILL) OR AS DIRECBANK TED Q I i> BY THE ENGINEER. PIPE BEDDING SHALL BE ,: o CRUSHED SURFACING TOP` COURSE PER SEC. 9-03.9(3) ' Y WHERE REQ'D. AND OR AS DIRECTED BY THE ENGINEER PIPE FOUNDATION MATERIAL PER Z WSDOT 9-03.17 (FOUNDATION iv MATERIAL. CLASS A) WHERE •- DIRECTED BY THE ENGINEER MAXIMUM WIDTH SHALL BE IN ACCORDANCE WITH THE FOLLOWING SECTIONS OF THE STANDARD SPECIFICATIONS: 1. WATER —SECTION' 7-10.3(7). 2. STORM do SANITARY— . SECTIONS 7-08.3(1)A AND 2-09.4. id�iLliwi► . 1) ALL BACKFILL SHALL BE COMPACTED TO 95% OPTIMUM DENSITY. 2) FOR PIPE COVER LESS THAN 36 PIPE TRENCH BACKFILL SHALL BE CRUSHED SURFACING TOP COURSE PER 'SECTION 9-03.9(3). 3) THIS DETAIL IS GENERALLY POR NEW STREET CONSTRUCTION OR WHEN REPAIRS ARE PARALLEL TO CENTERLINE. 4)- DEPTH .VARIES WITH SHORING -AND CRIBBING REQUIRED WHERE TOTAL TRENCH EXCEEDS 48 INCHES. SHORPOG 00 CR90NG MUST BE ENGINEERED IF TRENCH DEPTH IS OVER 20 'FEET DEEP - PIPE TRENCHING DETAIL IN PUBLIC RIGHT OF WAY 4 COMPACTED SUBGRADE PIPE TRENCH BACKFILL SHALL d a i BE NATIVE MATERIAL COMPACTED d TO 90% DENSITY AS DIRECTED c7i BY THE FIELD INSPECTOR p vi a I W PIPE BEDDING SHALL BE : • , ' > c CRUSHED SURFACING TOP ,t:.: _ a G p COHSE PER SEC. 9-03.9(3) WHERE REQ'D. AND OR AS DIRECTED BY THE ENGINEER 0. PIPE FOUNDATION MATERIAL PER �_lm 2 WSDOT 9-03.17 (FOUNDATION MATERIAL, CLASS A) WHERE DIRECTED BY THE ENGINEER MAXIMUM WIDTH SHALL BE IN ACCORDANCE WITH THE FOLLOWING SECTIONS OF THE STANDARD SPECIFICATIONS: 1. WATER —SECTION* 7-10:3(7). 2. STORM do SANITARY — SECTIONS 7-08.3(1)A AND 2-09.4. NQTES-. 1) ALL BACKFILL SHALL BE COMPACTED TO 95% OPTIMUM DENSITY. 2) FOR PIPE COVER LESS THAN 36% PIPE TRENCH BACKFILL SHAD. BE CRUSHED SURFACING TOP COURSE PER SECTION 9-03.9(3). 3) THIS DETAIL IS GENERALLY FOR NEW STREET CONSTRUCTION OR WHEN REPAIRS ARE PARALLEL TO CENTERLINE. 4) DEPTH VARIES WITH SHORING AND CRIBBING REQUIRED WHERE TOTAL TRENCH EXCEEDS 48 INCHES, SHORING AND CRIBBING MUST BE ENGINEERED IF TRENCH DEPTH I$ OVER 20 PW DEEP. PROJECT REF: FAC 01-0020 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS CP APPROVED BY:..�•� �.,.•le 4 DATE APPROVED: PAM o Z _ PIPE TRENCHING DETAIL NOT IN PUBLIC RIGHT OF WAY RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. REV. t BY:--v%Nc. 3 c-ts %_c- ni DATE: Qa . zaz- sue [: TITLE/POSITION'?s..�� cam.-% 2 CONFIRMED BY CITY DATE: 12 DATE BY DESCRIPTION 06/28/02 G.MO REVISED PER C.O.A. PLAN CHECK COMMENTS 08/08/02 G.MO REVISED PER C.O.A. PLAN CHECK COMMENTS AAD I A5 -,voAL-T L V% bt 9 � • � I` J M Q� \ M •r■�j WC-4 ro bt w J W ��- w �'- W 3 co0 coo ..f v. MLo PO CN PO4 C3 , _., CD V) LiJ O LiJ 00 a.: 04 LiJ OC LLJ Q � 0— LJJ LL." ILL.. C) V/9 (z DATE MAY 2002 DRAWN BY G.MO DESIGN BY A.F.P. JOB NO. 00-077 SHEET NO. SW- 2 9 ze 03 0 i 7 2 9 + SPg2 �Q 9 / x x x4 +R EX. WIRE / + ass FENCE 7,,- \ x 20' SEWER EASEMENT + TO THE C.O.A. 1 8 I FQ — ,7F x LOCATED IN SECTION 36, T22N, R4E, W.M. AUBURN, WASHINGTON TAX ACCOUNT No. 936000-0185 364LF 10" PVC n�w-fl-S6 108-15 SDR-35 ® 0 -54"0 .S6�jJ19= 1.b9, J, (CHANNEL MANHOLE) =PVCSDR�- STUB 35 STUB 4— o I EX. WOODuj FENCE dim oo +A� ?8s I v~i I � so I � TAX ACCOUNT I No. 936000-0192 TAX ACCOUNT No. 936000-0189 SEWER PLAN UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SMALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER MOWN 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 POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PR10R TO PROCEEDING WITH CONSTRUCTION. SEWER PROFILE SCALE: 1"=20' HORZ. 1"=2' VERT. CITY OF AUBURN EX. DIRT STOCK PILE Og F� + ss A�s2 10" P SD!•O5 S� EX. BARB WIRE - FENCE ALONG PROPERTY LINE NOTE: i. CONTRACTOR IS TO PROTECT EXISTING TREES IN PLACE (TYP.) 2. CONTRACTOR IS TO RESTORE ALL DISTURBED AREAS DURING CONSTRUCTION "IN -KIND" PER C.O.A. SIDS. 3. NEW MANHOLES IN UNIMPROVED AREAS SHOULD BE RAISED 1-FOOT ABOVE GRADE AND SURROUNDED BY A CONCRETE COLLAR. PROJECT REF: FAC 01-0020 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS GP 8 • �;' ° Z APPROVED BY; DATE APPROVED: NOTE: CONTRACTOR IS TO MINIMIZE DISTURBANCE OUTSIDE OF SEWER EASEMENT. STOCKPILED MATERIALS SHALL BE COVERED DURING CONSTRUCTION + �Q R'8 � It --- -. _ o EX. TOE AT FENCE LINE i I F� EX. EDGE ASPHALT EX. ASPAHLT + RB PARKING LOT R9 RECORD DRAWING CERTIFlCATION \ 9? I E EX. EDGE \ UND OF ASPHALT EX. UNDERGROUND 1.5' WIDE DUCT I TAX ACCOUNT -- \ No. 936000-0191 Q9 01 THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. c-oLe-ui DATE:�1-zz.ta3 TITLE/POSITION CONFIRMED BY CITY DATE: REV. DATE BY DESCRIPTION 1 06/28/02 1 G.MO I REVISED PER C.O.A. PLAN CHECK COMMENTS 2 08/08/02 G.MO REVISED PER C.O.A. PLAN CHECK COMMENTS 3 bt 0u •� z �1 ~ J M 4�LO n, C�D c%4 z o 00 — W L Z ui ev Do ® NO 3 Z Z O m �C L.�.! 00 t`J Cr_ LAJ V) 04 N o � LA. z Lam,... i OR m A JOB NO. 00-077 SHEET NO. sw- 3 O + + iI 9 — — — STA. 11+62.15 L- / °' SHEET SW-5 - - - - - .....". + -- --- ------ - - - - ------ - MATCHLINE s A i .. s ' SHEET SW-4 SAWCUT, REMOVE do REPLACE LOCATED IN SECTION 36T22N R4E W.M. — — �� ss EXIST. AC PVMT. PER C.O.A. ' r S- Q �.. STDS. AUBURN, WASHINGTON H � : 11 eee-.�� .. \ \\ /,*.f. 5 1, F � \ ` � a " TAX ACCOUNT Q \ � + \ TO PVC No. 936000-0181 \ � '.."s SDR-35 0 0.0 . CONTRACTOR IS TO REMOVE & NOTE: + R6, REPLACE EXIST. CONC, D/W CONTRACTOR IS TO MINIMIZE ',s ' I \ °� EX. 3' CONIC "IN -KIND" DISTURBANCE OUTSIDE OF SEWER e� �� = =`M;' \ WALK SEWER EASEMENT. STOCKPILED EX. GRAVEL DRIVE \ \ 1- \ EX. WOOD FENCE ON ° MATERIALS SHALL BE COVERED 1\ 1 \ '�o PROPERTY LINE DURING CONSTRUCTION (THOMAS SCHOOL ENTRANCE) , +s EX. 1.4' WIDE + ` K. �26 ��, �� EX. GRAVEL CONC. CURB pRIVEONC. A ❑ 9R �s \+ s DRIVE 290LF 10" PVC Ss� 15' SEWER EASEMENT A_A EX. YORE TAX ACCOUNT \ \� + SDR-35 0 OJW FENCE No. 936000-0166 1 +A 6s s + + .L3/ ❑ TO THE C.O.A. SW-4 + t + +�° \ + �... +.. �-�- Rs sr sr� As 1.5 45 - A�6 + AIz, • Si? STA. 7+91, MH #108-17 SSMH #3, TYPE 1-540 RI - jt" %I k Nf L` v S + 4, 3./ 7 A 0.::r• . 3 f. — :t a'..; S IE 10 IN s . -1. s. s' ,.; . ( ) X 1 U�" R " ;r• 6 rr Y • Tr i. f d 11 ° E IE 10 OUT e r. ......... . 2 y 2 R I 6 9 t.R A 7. A ',S , S sQ CA. R + �� TA. 1+ MH V.�_�l l A a A S 0 81, 208 29 — " � 5.3" 'L EX. GRAVEL f R s ss C1,� 1s1.5 + ' 64LF 10PVCSSMH #4 ,T(,Y�,/PE 1-54 0s � \ 1 DRIVE EX. 1 STORY sus � Ao �s SDR-35 A fr +v RIM = jFf,�✓ ± S/G.�/ \-. gyp' \ / / y \': HOUSE + x A; + x W IE 10" IN = � 90 \ s A : s INSTALL: e Q A e ( ) '( '7 s 6, ,s EX. WOOD ,A, 6.5 A� s9 D.y77 N IE (10") OUT = A(# 33.80 � / � �A° TAX ACCOUNT •0� 9� : 8� 12 WIDE GRAVEL ACCESS Rs FENCE ° ' b E IE 8" IN = �y.�o .�-� \ '' No. 936(i00-0185 ROAD PER SECTION THIS + ` ;._•-: I 20' SEWER EASEMENT (EX. GRAVEL - A TO THE C.O.A. /� `- S IE �6") IN =,3A' jyy0 \'. \ x� 1� X :\ DRIVE) SHEET EX. BERRY ❑ Rs°� ,,•,:,..,• (CHANNEL MANHOLE) �� Q� r'r"► , =\� a TRELLIS `' I �'� / i_ TAX ACCOUNTZ i+ ;. `� + + it . J,1 "� Q \ \rn No. 936000-0185 2 gg ( �,� c. O \ \ \ Z = \p 1�• + �t \�-- ✓\ D M + u � fn A `s As, ;: -: ..." . EX. WOOD :: \ 4. SHED _ s o �_ _' - - _ �, �6' 1 � EX. WOOD SHED A A ° t x — _ _ - \ 1 A •. 1.,i•� V. ' -Ir ° V. � �- — + , lc:�� Qi — — I MH 108-16 $,, \ NOTE: � STA. 7+27.30,� -'' _ �� - ❑---j•---'- \ \ rn \ 1. CONTRACTOR IS TO PROTECT EXISTING EX. CHAIN LINK FENCE SSMH #2 TYPE 1-540 (EX. GRAVEL 1 \ \ TREES IN PLACE (TYP.) ON PROPERTY LINE RIM - * *V-7S YARD) \ \ \ ` 2. CONTRACTOR IS TO RESTORE ALL DISTURBED W IE (I 0") IN - AM 32.7'1/ \ \ AREAS DURING CONSTRUCTK)P! 'IN -KIND" PER N IE (10") OUT = AT# j2 •:by � I � \ \ \ 20, C.O.A. STDS. TAX ACCOUNT (CHANNEL MANHOLE) ROR1 \ \ 3. NEW MANHOLE IN UNIM)ROVED AREAS I \ \ \ 7.q . 0.*. \ SHOULD BE RAISED 1-FOOT ABOVE GRADE No. 936000-0190 CONTRACT IS TO REMOVE r1r REPLACE � AND SURROUNDED BY A CONCRETE COLLAR. EXISTING WOOD FENCE "IN -KIND" ,. IE u, \\ R•0 *' AFTER SEWER MAIN INSTALLATION iLn ` 364LF t0` PVC \\ CONTRACTOR IS TO REMOVE EXISTING I SDR F 1 ' \ WOOD SHED AND REPLACE ADJACENT S EWER PLAN TO PROPOSED SEWER MAIN PER I O. Z 3 � _ --_7_ I. 95% COMPACTED SUBGRADE (UNDER ROADWAY ONLY) 12' WIDE m. EXISTING PER PLANS GRADE II I I ,_,I,_ 4" CRUSHED SURFACING BASE COARSE (2"-) 12' GRAVEL ACCESS ROAD SECTION SCALE: 1"=5' HORZ. 1"=2' VERT. OWNERS REQUEST. 1 „= 20' I ............................................................................................................................................................:.....................................................,................................................_..,..........................,......,..................:,.................................................,.....................,......:.....,....................:............,.............:.....,....................:.....................,.........................,................................,..........................,..........................,................................................................................. t. ri^ ....... . ::::: ::::::::: ::::: :::: :::::::: :::::::: :::::::: ::::::::: ::::::::: :::::: .. ......... ....... .... ........ ........ ..... ......... .......I. ......... ......... ......... •..... ......... ......... ......... ......... ......... ......... ......... ......... ....I.... ........ �......;..... .............. ...I..... .......1. ...... ......... ......I.. ....... ......... ..... .. ......... .•........................... ......... ...... ......... ....... .:. .....:I........:.... . ... ..:.........:.........:I........:......... ... .. ..... _ __ . OPOSE{1 GRADI+ -_ ..... ......... .. .....I.. ......... ......... . �..;_ (ACCESS. ROAD) .... ..... .. ......... .... ........ . 46 ...................... ...--- --- .... .. ......... ......... ...... ......... ......... ......... .I..... ......... 46 . ... ..... ... ........ ......... ......... ...I..... ..I..... ......... .. ......... ..... _._ °.......: ::::: :: ::::::::: ::::::::: :::: :: ...I ..... .... .... ......I.. .......I. .I...... .I....... ......I.. .I....... ......... .. ...... .... ...I..... ..I...... ..... .. .... ........ ........ ......... .. ..... _ _ �:-;; ....::::: ::: .:"'' ..::. ....... ...... .I..... ......I .. ......... ..... . ... .... ................ .......:.........:.........:......:...........................:. �:...... ...... ....... ...... i ... _.__ _ - ..... . ....................:.........•......,............:.........:.... ..........;EX:GRADE .... : . . . . . . . . . . . . . . . . . . : . . : . . . . ��. . . . . . . . . . . . . . . . . �.... 4 .....................:. ...................:. ...................... ............ .... ...........I.:. ..................... .. .......... ....... ........:. ....................:. ...:,:..............:. ..........,.. ....... ...................... :...................... ....................:. ..................... ...................... ...................... ...................... .....:. :":..:..:. :..:.:..:.:. :....:.:..:..: 4 ........ . ...... ........ ........ ...... ......... ......... ......... ......... ......... .. ...... ..... ...... . 44 ........ ......... ..... ....... .. .. ... ..... ...... ....... ......... .. ..... .. ......... ......I.. ......... .. v..... ......... ......... ........I ........ ....... ........ ........ .....I... .. 4:.....:,:.......:,.........:..:....................:.....:...................... ....................:. .:. ...................... ...................... ..................:.:. :. :..:. :.:..:.:..:..: 2 2 ....I... ...............I:.........:................................................... ....... ..... ......... .....I...:.........:... .. .......I...;........ .......EXIST.8" WATER MAIN- ....... .........:.. ...... ....... ........ .....I... ...: ...... .. ......... ..... ......... ....I.::: 4:................:,.,.......:.....I.................. ..................... ..... ...................:. ......,:.,..........:. :...................:. ..................:..:, .,:.:..:..•..:....:..:, .:................... ...................... ...................... ..... ....................:. .....: ........:. ....................... ................,:..: ..........: ...: ............. ...: .....................: .....................: 0 #0 ...� ...... .. ... ... ......... ........ ......... .I....I.. ........ .. ..... ...... .......I. ... ....... ..... :: .1....... ...... ,I ....... ........ ....... ... ... ......... .. . ........ ......... ... ... 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SDR 35 ®.g I: .. ....... ..........:....::::::::::::::: ::: :. . :::: ..'t% . ...... ........ .... ....... ....... 34...................... .................... ,, L'F...............,....,.....,...........................I..... ...................._. ..... .. .. ...., :34 r .............. .... ........ ...... ... ....`r 10 PVC . .. . .. I: .... ..... .. ... . .... . . ... ... ... ... ..... ........ :. ::.. SD '-35 ®,ice .... . R .... .: . qv— ,.. ;.., . ..... �: STf A. 1 p+81 : MH 200 29 . ....... .. .. .. ...... ........ ........ ...... ........ .. ......... .. mq : .... .: ... 0.S ): .:..—':......... .... " ....... ....... ...... ......... �:... . �' ...... ..:.. ::::::: ......::: 290LF 10" :PVC : ::....... ..... . . . + H 4 I- 4 4A. ' 7+'27 ' MH # 1'08-16 :........ . 32....................,. I �....................................................S.$M.... ?1'P .....�...................... ...................................... .. ....... . z .. :.. -SDR-�S' �' III - 32 - ca .......:............ RIM = G • 1 ........ ........ ..... I .. ..... I ... ....... .. "SSMH TYPE 1-540 . ' .. . Jr:i A.. t9t, . MH a 90 . �3, : .. _ ..... . .. 4LF 10" PVC ......... ..... _ :. :........ 6 Rltrf = �::.. . �I _ :....... D.Z/.. RIM's`t�6 StNt35 ®, N . IE (1.0.) (3tlT - ,,,g . .3 7 I' . Z :.........:.... E (j0") IN _ o......... W: 10" IN: _; `y . . :. .......:. .. . :.........:....... S� i ' E,li ,8 IN -,� � 3y%./� ...... ::::::: „. Y: 4,A�77...... . N IE 10 OUT = 3�.6y o . : ........:.........: :::::: T /�#'... 3':Ey:.... ...... ..... E,,., �,, S -IE � "� IN: _ 9� 3yY ........ .... . E IE . 1a) bu I. CHANNEL: MANHOLE ...........................................................................................................I..................•................ HA.. C NNEL MANFIOLE............................................ 11+00 10+00 9+00 8+00 7+00 UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER MOWN 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 POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. SEWER PROFILE SCALE: 1 "=20' HORZ. 1 "=2' VERT. PROJECT REF: FAC 01-0020 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS cP 2- 13.07- APPROVED BY:�� 5J.L_ DATE APPROVED:y Ja Z RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S REV. DATE BY DESCRIPTION COPJSTRUCTION RECORDS. 1 06/28/02 G.MO REM PER C.O.A. PLAN CHECK CLIENTS BY: --ri-�.,...a,, s N c�,�.,k.,��-�., DATE: go •zz-o3 2 08/08/02 G.MO REVISED PER C.O.A. PLAN CHECK COMMENTS TITLE/POSITION `�tw�,.�cc..� �n��n� CONFIRMED BY CITY DATE: 3 00%3/0.3 6•k AS-,e0i� iI- w 5i w u 0 e� 0 J W Lo ; rppo sfi � 1 W I 0 2 6 °° • F04WLO V_ _ W hl M .= 5 CV �.. 9 CT1 6 .i , Q W Wi2WZC-4 �Z�� UWajp w(n F . rr) err/ 00 ..,a ,4. co r' j' U 4- •tom Z 0 V) t _ >\ OC7 L"�_1 cV Cl: �r � LAJ CL � Lai t%) LL_ L.i. O = L.Lj L LJ --1 c— L.iJ Q CL CL '< E.�.-. •..".. Z Z Q Q J () CL s /S1c,2, DATE MAY 2002 DRAWN BY G.MO DESIGN BY A.F.P. JOB NO. 00-077 SHEET NO. SW-4 9 z CY_ m Q r- cn F_ r- N vi 0 3 z cn m 0 3 D I 7..8 46-J ._.4Yr9A °$- H LOCATED IN SECTION 36, T22N, R4E, W.M. DRIVEONC. i ,�''� 'el.f4lAUBURN, WASHINGTON CONTRACTOR Is To REMOVE Al(S :� Ic REPLACE EXIST. CONC. D/11Y 3$77 "IN -KIND" + C i cn �( I I TAX ACCOUNT I wCD No. 936000-0181 I ( 11 I 7.5' w STA. 15+46 ?-oQ -31 TAX ACCOUNT TAX ACCOUNT EX. 1.4' WIDE ; TAX ACCOUNT ( I EXIST. SSMH 1A, TYPE I0-48 No. 936000-0179 CONC. CURB ( No. 936000-0185 No. 936000-0175 �I (FAC 01- 0) I i I �..^^ . Ir■1 I I \ 16 RIM = 290LF 10 PVC Z S IE (8) IN = , I r I I I SDR_35 E IE (8") OUT = ,8�,f 2 I I -_46_I I �� / EX. GRAVEL O,Z3� 38.9s m I I �� y� �� DRIVE I , %LO I I+ + k� + t� �� ° SAWCUT, REMOVE & REPLACE �� k� EX. GRAVEL I `\ ° EX. 3 CONC + DRIVE N I ( k +: CONC. EXIST. AC PVMT. PER C.O.A. ^�� " �-' + o� / �' I 3 cn + I EX. � I �' �k y +► WALK I ` (�._ , o o , o STDS. a -+ WALK .� *ccRD 00 t � GRAVEL ___.,_� �, �• ��,• O � -i��' '��. ,�•, 6�. ,� � — .— I IVE �� _ mow,• W ` ° �' L !� ^� GR `c�j HEDGE I C 'L LLSNpULD ) W + - - +........ �,"' I by to. . "�`bDR , � ti �� O Y 10" PVC �-� oti .. GRA r"� w _ N u'y — k ko f4iTE k �o h _ Z rn k a ---- �- : ,� v ............... ............... 6 I °`er +. 0 5 k°� �— + . +... •' o + N Wbb k �// EX. k �5 k�+ v\ SD / rlr1�� 4a .k+ � a (/7 � C 35 ® • lm bl j *, — - -- — — — — I g° yy GRAVEL SHL k� — + 6 /LLJ + �� GRAVEL . e D 3L ,`� / z4 �.F 8 - — 1 ,: .. �. RIVE + _ --'--`-red-- . _....� � �•. N 8 _ "¢1' + k +......... ...... 0 .............. + ^— / `\6 -- O p ' " / dJ ,:., :...... � f Gam._ � g c -�► + +' �,� - �� +EX. EDGE EDGE ASPHALT — $" yy-+�'— _ ,._ _ —r '�-...... � I I + �� .�'� ._ ,�• +I ... ... � ....... ..... .. ..... •' ,: INSTALL: • C•� n k� ........_.. �ap W- -- - " / ASPHALT r "'� W :: c`r \ APPAR NT LOCATION ^� U61dH-FIBER OPTICS I k : I� T _ _ _ _ _ _ �W - _ _ / _ \ I T ,:�, ::....-' .°` _ � _ _ _. -•F - - - - _ _ - I + _ � � + ^ + k a � - B. GRAVEL �..1 .r :, �5tF� 37G A D C� ,, � i'`"1 �j C� I - FO F- �-- ST I ,� - - _ .,.,�, � � ---� �6 a`O • � 0,'S _..- pERI �"""1 to _ 'tK _ k 47-'' — + k6�� %��E� SNCbu bu 2600 - - - - - - - cm ` l m +� y • - —�� - . -.- H E- - _ _ --46 -- _-�a�a`> 6�+5�,.. 1 :, '" 1 �o. ,�..'�" STA. 10+81, MH 208-29 • •� .... —kip _ \ — — — — — brL ,�j— 7 h i' • "" k ,.nA� •�u ok`' — " 8 PVC --�� -i+ +. ► �'Y SSMH4 TYPE 154 0 END OF LOCATION - I SDR-35 0 ,i Z1'/. ° :+ t ��-,' '"� INS ALL: RIM A/, y6.8/ 3�•Y© i I � N GRAVEL STA 12+30 MH 208-30 `-� 51LF 6 PVC St>1t-35 W IE 10" IN - to" J CONTRACTOR TO FIELD EXIST. UTILITIES DRivE LOCATE EXIST. UTILITIES/ AS SHOWhN GAS MAIN PRIOR TO ° CONSTRUCTION TAX ACCOUNT SD IMF N°r f 5��G"' �' No. 936{100-0160. ° ' m rri + EX. GRAVEL () 00 SSMH #5, TYPE 1-54"4 N IE �-- '""" DRIVE A 2.0% AND CAP (10-) WT = RIM = yL. S9 i E IE (8") •' _ �F.6,8' 3y%�' 7 5' W IE (8") IN, = 35.22 �„ I (THOMAS SCHOOL ENTRANCE) S IE (6") IN = �� 3'�GYD02 S IE (10) IN, = � EX. GRAVEL (CHANNEL MANHOLE) ¢ .I�� E IE (10") OUT, _,+ DRIVE TAX ACCOUNT 3949 No. 936000-0166 II I I TAX AccOUNr � • � No 936000-0166 - I W +. . 6 ................................................................................................. 32.....................................................................:.............................................................28 .. . . . .. . . . . . . . . . . . . . . . . . ........... . . . . . . 8 0 .. ...... .................... .............. . STa: 10+8a, MH 1208-29 2 SSMH • �4, TYPE I I-54 4 g . S .T�8..87 .... ........ ........ SSMH TYPE�jI-54"o :: ::::: ::::: RIM. . H . . ....... . ...... e vT�E� SE.jr .. . . . . . . : . . . . . . . . .7• 7. . RIM, x . N �r 7V W IE 10 . IN .- I ... ,.- 35 W I 22 E ( 8" fN ......... " _ -00 IE t" Out - :......... S� IE:(!Op') _ 3y.:q ........ O.. IN, - ':: " - ' 3`i 9 �, i ......... ......... ......... E :IE 8 :3 .I . •1. E IE t0 OUT; - tT'i . ................... (...) ... . ........... ..................... S fi..IN 7y:Y: (CHANNEL :MANHOLE):: . 16+00 15+00 14+00 :: ::::.... i._........................................ i. .......................... 13+t1 12+00 ............. .... i. 11 +00 :.:.:. UTILITY CONFLICT NOTE: SEWER PROFILE CAUTION: PROJECT REF: FAC 01-0020 RECORD DRAWING CERTIF1CATi(�I SCALE: 1 =20 HORZ. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH 1 "=2' VERT. THESE PLANS ARE "APPROVED" FOR CONFORMANCE THESE DRAWINGS CONFORM TO THE CONTRACTOR'S OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES WITH THE CITY OF AUBURN ENGINEERING DIVISION'S CONSTRUCTION RECORDS. REV. DATE BY DESCRIPTION AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. REQUIREMENTS c,P .° - 13- o z THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL OF 1 06/28/02 G.MO REVISED PER C.O.A. PLAN CHECK COMMENTS 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 ® APPROVED BY: '---,�G�•..� BY: —yh, ..-, r,� 1 e.ou�-e-t; ' DATE:oi. Zz- cs, 2 08/08/02 G.MO REVISED PER C.O.A. PLAN CHECK COMMENTS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE TITLE OSI iION i�r� zcc�-� S�ua cic�,7.. 3 Ol / O? $.NO AS-OV/4Lr CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO DATE APPROVED: ty3 e CONFIRMED BY CITY DATE: PROCEEDING WITH CONSTRUCTION. F w t 1W- W Q W 00 N C1! LW V) a "fir+'� G7 RP V i LA. cR R 16116 tot. DATE MAY 2002 DRAWN BY G.MO DESIGN BY A.F.P. JOB NO. 00-077 SHEET NO. SW- 5 03 D ) 7 xg I EX. U.C. -� CABLE RISER B.N. RAIL ROAD R.O.W. RELOCATE EX. P.P. TO BACK OF NEW SIDEWALK r EX. 12" CONC. IE=46.34 EX. 12" CONC - IE=45,86 26' D/W PER C.Q.A. STD. DTL STDW-1 C EXIST. E.O.P. EX, 12" CONC. IE=46.05 cn s U a cc -J w EX. 12" CONC.- IE=46.05 EX. 12" CONC. IE=45.86 IE=45.71 EX. 15" PVC - END OF -� USW LOCATOR PAINT 20' LOCATED IN THE S.E. 1 /4 SECTION 36, T22N, R4E, W.M. AUBURN, WASHINGTON GENERAL PLAN NOTES CONSTRUCTION SEQUENCE 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S 1. ATTEND PRECONSTRUCTION MEETING WITH THE CITY OF AUBURN. EX. 8" " �J RELOCATE EX. P.P. REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY 2. CLEARING AND GRADING LIMITS ESTABLISHED PER FILL & GRADE PLAN BY POE _ ' TO FACE OF NEW - -_ - - _ _ I � I SIDEWALK CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE ENGINEERING, INC. SEE GRA 00-0030 OBTAIN PLANS ®CITY OF AUBURN. 8" W- _ OWNER, ENGINEER AND THE CITY. 3. CONTRACTOR SHALL VERIFY THAT ALL L DITCHES AND SWALES AS SHOWN BY 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM THE WASHING TONS THE GRADING ARE POND AS TO DIRECT ALL SURFACE WATER TO - - CLEARING AND GRADING PROGRESSES. EX: EDGE` ASPHALT ......._... � - - - - - STATE DEPARTMENT OF TRANSPORTATION (SDO) NO UNCONTROLLED SURFACE WATER SHALL BE ALLOWED TO LEAVE THE SITE 49TH STREET N,W. _ FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION' (2oo0/LATEST EDITION), AT ANY TIME DURING THE GRADING OPERATIONS. ca F I PROJECT R ODI tED BY THE. C TY'S R SUPPLEMENTED 0 M _. w.....,...._FY c .,, EXCEPT WHERE z lTl ,W F ✓ Y 1 r F ;t;;.. 10 Lio,.,_, Ll L EX, EX CB TYPE II 54" 0 8" PVC RIM=51.50 15' R.O.W. IE=46.50 DEDICATION MODIFY EXIST. CB PER DETAIL 3/C6 EX CB TYPE 11 48"0 RIM=50.00± I II IE=46.32 A SPECIFICATIONS MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE 4. WORK WITHIN R/W SHALL BE LIMITED TO 45 CONSECUTIVE DAYS. CONTRACTOR AVAILABLE AT THE JOB SITE DURING CONSIRUCTtON. SHALL COORDINATE WITH CITY OF AUBURN REGARDING TIMING. N 3 T . A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE STAR 5 GRADING &BUILDING CONSTRUCTION MAY BEGIN CONTRACTOR SHALL WA TER OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT THE SITE AS NECESSARY TO REDUCE DUST EMISSIONS AS A RESULT OF 253-931-3010 TO SCHEDULE A MEETING. CONSTRUCTION ACTIVITY DURING DRY PERIODS. i 7.5' R.O.W. 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROX. THE CONTRACTOR 6. CONSTRUCT UTILITIES & PERMANENT STORM CONVEYANCE FACILITIES. 16 DEDICATION IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE 7. COMPLY WITH THE GRADING, DRAINAGE & EROSION CONTROL NOTES IN THE EX. CLF 3.6' DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE CONTINUOUS OPERATION AND MAINTENANCE OF THESE FACILITIES. SEE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES GRA 00-0030 AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES. 8. PAVE SITE, CLEAN ENTIRE STORM SYSTEM, SWEEP STREETS AS DIRECTED BY IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR, THE CITY OF AUBURN INSPECTOR. UNDERGROUND FACILITIES OR UTILITIES, IS GOVERNED BY THE PROVISION 9. REMOVE EROSION & SEDIMENTATION CONTROL MEASURES UPON FINAL SITE 1.12' SITE PLAN NOTES: OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR STABILIZATION & APPROVAL FROM CITY OFFICIAL. TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL 1. FLOOR DRAINS NOT TO BE INSTALLED AT THIS TIME. IF INSTALLED (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, S 277TH ST r-, 44TH ST NW w m 49TH ST. N.W. 22 D/77,, SITE z 3 r N AUBURN z m cr_ m 42ND ST NW VICINITY MAP N TS • CD � Vr/ \ (D Z CV C) 00 00 �- cv (ZD u7 h CDrrtJ�,l � 2-1 ^rn W J ct� CD LATER THEY SHALL BE DIRECTED TO THE SAN. SEWER VIA AN APPROVED SEWER, GAS, R, TELEPHONE AD SITE DATA � CN OIL/WATER SEPARATOR. SHALL BE DIRECTED TO THE SAN, SEWER VIA 5.STORM PR OR 0 THE START OFECONSTRUG110N AN PROPOSEDROUTEAND v �- AN APPROVED OIL/WATER SEPARATOR. SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED SITE AREA.... _ . _..... _ ..... 3.02 ACRES TOTAL AFTER DEDICATIONS (0.86 AC AND 2.16 AC) � � ��- �; 2. OUTDOOR LIGHTING FIXTURES SHALL BE SHIELDED AND DIRECTED TO AVOID TO THE CITY FOR APPROVAL. IF THE CITY BELIEVES THAT THE PROPOSED ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING ZON►NG.......... _ " " "" __M1 (SITE & ADJ. EXCEPT EAST OF 0147 IS I) ram, cn (NiHAUL LIGHT SPILLAGE ONTO ADJACENT PROPERTIES AND AVOID GLARE FOR MAY BE LIMITED TO APPROXIMATE OFF-PEAK HOURS OR ALTERNATE OCCUPANCY . _ _ _ _ B, S1, F1 "A" "B", 3N BLDG "C" �.i�.� 00 ro 3 MOTORISTS TRAVELING ON ADJACENT STREETS. ROUTES.CONSTRUCTION. ... ... .... .. __....5N BLDGS & S 3. STREET CURB SHALL BE PAINTED WITH FORMULA WID-Yt, FIVE FEET FROM W/ ACC 18.52.050 (C) PARKING 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND SPRINKLERS ............................ YES � `� EACH SIDE OF DRIVEWAY. IN ACCORDANCE AROUND THIS PROJECT. PRIOR TO THE START OF WORK, ALL METHODS (REQUIRED): r,-j •[ R ERTY INES .SETBACKS o LOT LIGHTING MUST NOT EXCEED Ys FOOT CANDLES AT THE P OP L AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE FRONT ............................ 20 4. POST BUILDING ADDRESS W/ 18" HIGH LETTERS ON FACE OF BUILDING AS/ SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. CONTRACTORS AND SIDE. NONE IF REQUIRED BY THE CITY OF AUBURN. THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS ............................. REAR ........................... . NONE CD 5. CONTRACTOR SHALL COORDINATE POWER, CABLE, PHONE & GAS SERVICE W/ AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR SETBACKS (PROVIDED): BUILDING "A" BUILDING "B" BUILDING "C" UTILITY PROVIDER. CONTRACTOR SHALL COORDINATE POWER, CABLE, PHONE NEGLIGENCE CONNECTED WITH THEM, NORTH 26' + R.O.W. 46' 1.0' (-) & GAS SERVICE LOCATIONS W/ DEVELOPER/BUILDING OWNER. 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES .. ............. SOUTH 40'(+) 15' (+) A COMPACT STALLS MUST BE SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND ............................1.5'(+) 20,303 SF, SPRINKLERED I y - - -4826 "B" ST. N'.W. - - - 5 LEASE BAYS 3 32'X94' (3,008 SF, 0 288 SF OFFICE & WAREHOUSE) N o------ - - - - -- I, N 01631 J 173.13' 1.5'(+) S 89'05'44" E _ j' 3 94' (S 89'15'00" Ei I- 90' (S 89VS'44" E) (3,454 SF) N 4 PRIVATE tNGR_SS EGRESS m _ / /� PARKING/NO-BUILD EASEMENT' � 184.5' (S 00'45'00" W) NEW BUILDING "B" 16,594 SF, "SPRINKN. LERED 00 S710 (3) LEASE BAYS 3 /7' TYP. 36'X90' (3,240 SF) 12'/14' TYP. -o 00 (3,420 SF) 90' lS 8915'00" Q 6. IN ACCORDANCE W/ ACC 18.52.090(B}(4) LL SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. EAST................................1,12 84 10 m CLEARLY IDENTIFIED ON -SITE THROUGH PAINTING THE WORD "COMPACT" IN UPPER CASE BLOCK LETTER USING WHITE PAINT ON THE PAVEMENT WITHIN 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. WEST..... ...... ........ .63' + R.O.W. 63' + R.O.W. 84' THE INDIVIDUAL PARKING SPACE. REFER TO THE CITY'S "RECORD CONSTRUCTION DOCUMENT" HANDOUT. BUILDING AREA .... .. .20,303 SF 16,594 SF 21,966 SF o1 0 � EX. CL= E. 2.8' ,�- (2) 9'/10' f 0' -51 NEW BUILDING "C" o 21,966 SF, SPRINKLERED o a3'/7' TYPE 4718 "B" ST. N.W. v> - - - - -- - - - - - - - - ,i �0 c 3'/7' TYPE (5,691.4 SF) 12'/14' TYP. 40' k(2),/10, F!Z5 ' sad 9'/1O' k�a DURABLE METAL SIGN (4,905.4 SF) "NO UNATTENDED VEHICLES - FIRE ACCESS" -5 100.47' F(S 8915'00' E) 5' L/S EX. BWF S 89'05'31" E 362.50' - N. 45 EX CB TYPE II �8O Cow EM46 62 5 0 3 0 SITE PLAN. 1 "=30' EX. GRASS FIELD g u 0 O EX. OLD WOOD FENCE PROPERTY LINE EX. CLF E. 1.7' 41 ROW OF POPLARS EX. CLF -J ON PROPERTY LINE N. 4.4' 15', HOLD S.W. CORNER OF BLDG. I EX. F.H. � I +1,640 SF MEZZ ALLOWABLE BUILDING AREA: � C_..� BASIC. .. ........... . ............ 8,000 SF 8,000 SF 12,000 SF SPRINKLER INCREASE ......... 300% 300% 300% m SETBACK INCREASE ........... 50% MAX 100% 07 ALLOWABLE AREA ..............(8,000)(3.0)(1.5) (8,000)(3.0)(2.0) (12,000)(3.0)(1.0) = 36,000 SF = 48,000 SF = 36,000 SF w PERCENT SITE COVERAGE.........54% 42.6% S- PARKING REQUIRED: 00 OFFICE (15%, U.N.O.)......... 2,940 SF/300 5,784 SF/300 0-4 Q m MANUFACTURING (257.)....... 5,076 SF/1,000 9,640 SF/1,000 WHSE/STORAGE (60%)....... 13 927 SF/2,000 23136 S F/2,000 a`0 TOTAL..............................21.8 STALLS 40 STALLS ' PARKING PROVIDED..................21 STALLS, (1) H/C, 6 COMPACT 52 STALLS, (3) H/C, 15 COMPACT 'Q orb SHEET INDEX SHEET TITLE DEVELOPMENT CIVIL PLANS (FAC 01-0020) Cl SITE PLAN C2 STORK DRAINAGE & GRADING PLAN C3 'B' STREET NW UTILITY/IMPROVEMENT PLAN & PROFILE C4 B' STREET NW UTILITY/IMPROVEMENT PLAN & PROFILE C5 ON -SITE WATER & SEWER PLAN C6 NOTES & DETAILS L1 LANDSCAPE PLAN (BLDG "A") L2 LANDSCAPE PLAN (BLDG "B" & "C") 11 IRRIGATION PLAN (BLDG "A") 12 IRRIGA11ON PLAN (BLDG "B" & "C") BUILDING "A" PLANS (BLD 01-0156) Al FLOOR PLAN A2 EXTERIOR ELEVATIONS A3 OFFICE FLOOR PLAN A4 OFFICE/STORAGE REFLECTED CEILING PLAN S1 FOUNDATION PLAN S2 ROOF FRAMING PLAN S3 DETAILS S4 PANEL ELEVATIONS S5 PANEL ELEVATIONS S6 SECOND FLOOR FRAMING PLAN S7 STRUCTURAL NOTES & DETAILS BUILDING "B" PLANS (BLD 01-0174) Al FLOOR PLAN A2 EXTERIOR ELEVATIONS S1 FOUNDATION PLAN S2 ROOF FRAMING PLAN S3 DETAILS S4 PANEL ELEVATIONS S5 STRUCTURAL NOTES & DETAILS BUILDINS »C" PLANS (BLD 01-0175) Al FLOOR PLAN A2 EXTERIOR ELEVATIONS S1 FOUNDATION PLAN S2 ROOF FRAMING PLAN S3 DETAILS S4 PANEL ELEVATIONS S5 PANEL ELEVATIONS S6 STRUCTURAL NOTES & DETAILS (+2 W/I EASEMENT) (-2 W/I EASEMENT) a- r-_ OWNER INFORMATION: PROJECT SURVEYOR: C MR. HENRY HEBERT TJC SURVEYING m m 2020 "A" ST. S.E., SUITE 101 1189 McKINLEY STREET AUBURN, WA 98002 ENUMCLAW, WA 98022 PH: (253) 931-8888 PH: (360) 802-0652 FX`. (253) 931-0186 DATUM: SITE BENCHMARK: VC TIDAL DATUM - G4TY OR -AUBURN .TO BE SET -BY- PROJECT- SURVEYGlR....... ,. _.".....� :......�.�:.. N.�..�a_. __ _<_: .._ .._�.... .�... - ._ ..:.-�.........:y NAVD-88 PARCEL NUMBERS J 936000-0163 (NORTH), 936000-0147 (SOUTH) LEGAL DESCRIPTION w F-- THE WEST 362.5 FEET OF TRACT 24 AND THE WEST 1 ACRE OF TRACT 26, ALL IN WHITE RIVER VALLEY HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 13 OF PLATS, PAGE 17, IN KING COUNTY, WASHINGTON. LEGEND DESCRIPTION NEW EXISTING uj STORM SEWER - -- -SD - -- SANITARY SEWER - -- _SS-_ 'W W WATER _ -W - - m FIRE HYDRANT PROJECT REF: FAC 01-0020 AC PAVING (LIGHT SECTION) �, F THESE PLANS ARE APPROVED FOR CONFORMANCE ��r ,, t' AC PAVING (HEAVY SECTION) WITH THE CITY OF AUBURN ENGINEERING DIVISIONS 4, REQUIREMENTS a s-2s -ot GRAVEL APPROVED BY CONC. SIDEWALK 7 NALfE�,� LANDSCAPING DATE APPROVED: ExPIR�s 3/a/2DD3 EXTRUDED CURB RECORD DRAWNG CERMCATION z ROCKERY/KEYSTONE DATE RM TO THE CONTRACTOR S WALL THESE DRAWINGS CONFO MAY 2001 CONSTRUCTION RECORDS. PARKING ©t DRAWN BY CONC. RETAINING WALL-��' BY:"ties,-.c�►� �-ot-= DATE: TITLE/POSITION J.R.P. DESK4 BY UTILITY CONFLICT NOTE: CONFIRMED BY CITY _DATE: D.E.B. JOB N0. 00-077 CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH 5 05/13/02 G.MO REVISED PER WATERLINE CHANGE SHEET NO. OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES REV. DATE BY DESCRIPTION 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 1 2 10/04/01 G.MO SEWER REVISION / PLAN CHECK 12/01/01 G.MO REVISED PER C.O.A. PLAN CHECK COMMENTS 1 I 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 3 01/15/02 G.MO REVISED PER C.O.A. PLAN CHECK COMMENTS PROCEEDING WITH CONSTRUCTION. 4 04/08/02 G.MO REVISED PER PLAN CHECK Q ozos 03a 17-�g B.N. RAIL ROAD R.O.W. EX. 12" CONC.— IE=46.34 INSTALL NEW 26' COMMERCIAL D/W PER AUBURN STD DTL STDW-1C do STDW-3 EX, 12" CONC. IE=45.86 EX. 12" CONC. IE=46.05 cn �c v 1"1 'T, LEE P tiKRUINtf F' o 2412yo-T/ Q X w EX. 12" CONC.- IE= 46.05 EX CB TYPE II 54" 0 RIM= jjf 0i IE=NO11"l MODIFY EXIST. CB PER DETAIL 3/C6 EX. 12" CONC.-- IE=45.86 �/F/ /"XV/ * f X 1,13 TYPE /- E X. 8" LOCATED IN THE S.E. 1 /4 SECTION 36, T22N, R4E, W.M. AUBURN, WASHINGTON F_ X. CL-1 3 W -f-i 1.12' 0 cn 0- N 3 S 0 V) o \ L11=1101Wm;fTM 113"'XIIIIIIIa 0 CB#1, TYPE I ® CB#8, TYPE I RIM=#Y/6 `/1.lr6 RIM=#O1/44-< IE (8")=#f 1/8.y/ IE (12")=#711 Y3 O2 CB#2, TYPE I O9 CB#9, TYPE II 48"0 RIM=oVN y4o78 PER DETAIL 1 /C6 IE (8")=481Y. 61 RIM=#A6 #7 32. IE (12")=48.7Y, oil IE (12")=#.##3. O3 CB#3, TYPE I IE (3")=43.00 RIM=#ff `19-SS 10 IE (12")=#.fijy7.$S CB#10, TYPE I U4 CB#4, TYPE I LEI (1 f�•b�yG. RIM=49.75 11 IE (8")=ff/2# 118.0/ CB#11, TYPE I RIM=ffifi y8.9.5 IE (12")=jq#'Y8.o/ IE �5 CB#5, TYPE I 12 CB#T2, TYPE I RIM=49.75 IE (8")= �d$ y8.ys RIM=46.35 IE (12")=//vA+yi � q`�W. 3/ 13 Rll� CB#13, TYPE II 48" PER DETAIL 1/C6 IE (12")=#..Ify�S6 RlM= 47.50 IE (D CB#7, TYPE I S IE �3"V-43 00 IE (12 )=fl�l '173S �I EX. �L] E. 2.8' �) MATCH EXIST. GRADES 0 'p vi i.v i I Tv vl v v wv"", IVC Vf IJ, 11VLV !N SPACES (TYP.) IE=48.10 SLOPE TO DRAIN S.W. CORNE6 y% /� WEST ® 0.2% OF BLDG. STORM DRAINAGE &'GRADING PLAN 1''= 30' CROSSING TABLE 10 IE 12" SD = 48.03 TOP 12" W = 47.03 �J IE 12" SD = 47.58 TOP 8" W = 45.00 �3 IE 12" SD = 47.51 TOP 12" W = 44.00 O IE 12" SD = 47.41 TOP 6" SS = 45.55 IE 12" SD = 47.31 TOP 6" SS = 45.78 © IE 12" SD = 48.10 TOP 8" SS = 44.56 00 CONTRACTOR TO PROVIDE OWNER W/ ALTERNATE FOR 6" CONCRETE SLAB W/ #4 ® 12" O/C E.W. 0 TRUCK DOCKS. PROVIDE CRACK CONTROL ® 15' O/C E.W. PER STRUCTURAL NOTES. 2" A.C. PAVING - LIGHT SECTION, * 3" HEAVY SECTION SLOPE D' N 1 14 5W Y2" J, t_��7li�-III,; I- R D --_--__-_-- °-- CONC. CURB O O O 0 0 0 V o o O o O O ° . ° O O ° I- 4"-%" MINUS CRUSHED ROCK LIGHT SECTION, * * 6" HEAVY SECTION CURB & C2 N.T.S. ` COMPACTED SUB -BASE VERIFY PAVING SECTIONS AND SUBGRADE PREPARATION REQUIRED BY SOILS REPORT/ OWNER. SOILS REPORT SHALL GOVERN OVER PAVING SECTION NOTED PAVING SECTION EX. CLF E. 1.2' � E N L GE D I DESCRIPTION NEW EXISTING k�` ROOF DRAIN RD STORM SEWER SD - - - - - SD_ SANITARY SEWER -- SS - _SS_ - - � WATER - W _W_ — — �o FIRE HYDRANT I �� 1014 fi WATER VALVE z g J WATER METER ��- GRADE TOE OF CATCH BASIN ■ o SLOPE TO DRAIN SOUTH ! p 2% STORM MANHOLE ® 0 c SANITA^Y SEWER MANHOLE 0 rr CLEAN OUT IE=48.73 EX, GRASS FIELD AC PAVING (LIGHT) R AC PAVING (HEAVY) GRAVEL CONC. SIDEWALK 50__OC � TYP. LANDSCAPING L --EX. OLD WOOD EXTRUDED CURB FENCE PROPERTY PAVEMENT FLOW —� LINE CONTOUR 50 - - 50 - - SPOT ELEVATION 50.21 =- X. CLF E. 1.7' k CONC. RETAINING WALL FENCE G -1 C. AoD D.S. FASTNER -- PER CONTRACTOR TYPICAL 4" PVC DOWNSPOUT 6" MIN - CONTRACTOR SHALL EITHER PROVIDE DIRECT TIGHTLINE TO ROOF DRAIN CONNECTION OR PROVIDE SLEEVE AS SHOWN WHICH ALLOWS FOR SETTLEMENT. CONTRACTOR SHALL COORDINATE W/ OWNER REGARDING CONNECTION TYPE. ,4 S -)?z)l c7- DOWNSPOUT N.T.S. I I� I II L-� I 1.5LF6"PVC �-6" ELBOW AS REQ'D 6" PVC DRAIN PER PLAN, 45' MAX BEND IN 5 LF, PROVIDE CLEAN -OUTS ENDS OF COLLECTOR WE RUNS ROOF DRAIN DETAIL ro p d©- �W �•1 z ® 00 •� w ®'Lo V0 Ui - a� w 04 w Lo CDLn ') 4 Q:� t V) � 00 00 Ln ZD m ^ 1� 0 F- 00 'Q IO_ 2511 W Z C7 Q Q J Z cl— Q � � Z p � Q O � N W w �11 PROJECT REF: FAC 01-0020 THESE PLANS ARE "APPROVED" FOR CONFORMANCE pN F• p WITH THE CITY OF AUBURN ENGINEERING DIVISION'S °4 w�sy�y0 REQUIREMENTS (-P 5-28-oZ N APPROVED BY: � 27060 ® . c/SiR4. DATE APPROVED: K-A lz oz RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S DATE MAY 2001 CONSTRUCTION RECORDS. DRAWN BY BY: DATE: cs.) J.R.P. TITLE/POSITION DESIGN BY EXPIRES 3/8/2003 48.46 J UTILITY CONFLICT NOTE: CONFIRMED BY CITY DATE: D.E.B. CAUTION: JOB NO. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH 5 05/13/02 G.MO REVISED PER WATERLINE CHANGE 00-077 REV. DATE BY DESCRIPTION SHEET NO. I EX. F.H. I 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. 1 10/04/01 G.MO SEWER REVISION / PLAN CHECK 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 C 2 2 12/01/01 G.MO REVISED PER C.O.A. PLAN CHECK COMMENTS 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 3 Ot/15/02 G.MO REVISED PER C.O.A. PLAN CHECK COMMENTS 4 04/08/02 G.MO REVISED PER PLAN CHECK PROCEEDING WITH CONSTRUCTION. 3 z m 9 W UI m to N 00 o0 o-i D -7 g OFF -SITE SEWR EXTENSION PER FAC ,qoj�O 0/-0010 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 W 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 U11UTIES 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. ter-. a elV.aa9s�!i!'�"- "B" STREET N.W. UTILITY/IMPROVEMENT PLAN & PROFILE SCALE: 1"=30' HORZ. .,,�.�_: 1"=3' VERT. 15' R.O.W. DEDICATION "B" STREET N.W. 20' EX. R.O.W. 5:0 27 FC / REMOVE EXIST. PAVING 12.5% AS NECESSARY FOR EX. PVMT. UTILITY INSTALLATION —r—� 0 5' i 2.0' SAWCUT (MIN.) * W Q Go CJ "B" N CONCRETE SIDEWALK 2" CLASS ASPHALT CONCRETE PER C.O.A. STD DTLS. 6" CLASS "E" ASPHALT CONCRETE STSW-IC �C STSW-3 8" COMPACTED GRAVEL BASE } CONCRETE VERTICAL I CURB & GUTTER PER W.S.D.O.T. STD. PLAN NOTE �5� F-1 ALL PAVEMENT SECTIONS SHALL BE DESIGNED BASED ON EXISTING GEOTECHNICAL CONDITIONS IN CONFORMANCE WITH THE CITY'S PAVEMENT I M�g� DESIGN MANUAL AND W.S.D.O.T./APWA STANDARD SPECIFICATIONS. 'T STREET N.W. WIDENING SECTION IC3 N.T.S. (LOOKING SOUTH) cl PROJECT REF: FAC 01-0020 K UUKU UKA"N(; GtKIflL;A11UNN 6 p��jS�v; 6,mv AS-, 0&1— THESE PLANS ARE "APPROVED" FOR CONFORMANCE THESE 'DRAWINGS CONFORM TO THE CONTRACTOR'S 5 05/13/02 G.MO REVISED PER WATERLINE CHANGE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S CONSTRUCTION RECORDS. REV. DATE BY DESCRIPTION 1 10/04/01 G.MO SEWER REVISION /PLAN CHECK REQUIREMENTS CP s- t0 - oZ ��!+�'v'-� BY: -ruat*+c•a N DATE: oo-n•-®s 2 12/01/01 G.MO REVISED PER C.O.A. PLAN CHECK COMMENTS APPROVED BY: -� TITLE/POSITION S,&m Lc-nw-N- S�aq CONFIRMED BY CITY DATE: 3 01/15f02 G.MO REVISED PER C.O.A. PLAN CHECK COMMENTS 4 04/08/02 G.MO REVISED PER PLAN CHECK DATE APPROVED: Z �l• ij c=n Lo p 00 tau %.. W w J LA4 LA_ W v- 200cooz m z c V rn.�. rr A w ' � Z W 000 N R 00 ■ r Ad cl- 00 h d LA J 1 Ls.. 0 J • :2s < LLJ LAJ L.aJ M `� V ) LLJ w O m F DATE MAY 2001 ORA1 BY J.R.P. DESIGN BY D.E.B. JOB NO. 00-077 SWET NO. C3 A* 0.3 0 17 zig m N 112.5' TAPER ` O 1.12'4 7.5' R.O.W. DEDICATION INSTALL: TEMP. CLASS "B" A.C. RAMP 5.5' 12:1 F LOCATED IN THE S.E. 1 /4 SECTION 36, T22N, R4E, W.M. AUBURN, WASHINGTON NEW BUILDING "A" I { I III y FF=50.50 INSTALL NEW 5' CONC. �IW, 6" CONC. CURB & GUTTER PER 1/C4 AND PER C.O.A. STD DTL STSW-2 (TYP.) 94.02' 173.18' 9� N S 88'01'07" E STA. 0+00, LINL "A" RIM = 49.30 (t) IE (8") IN = 42.42 IE (8") OUT = 42.32 -45• Iv, 24LF 8" I SDRG1,5 00. 5t T I 85LF 12" D.I.P.; 1 I STA 11+26, 16' LT ss. CB #1 A, TYPE I W/ CURB INLET RIM= (LOW PT) N8,7 9 IE (8") SW=o''7 y7, 65 - 49TH STREET N.W. UTILITY/IMPROVEMENT PLAN & PROFILI SCALE: 1 "=30' HORZ. 1 "= 3' VE R T. 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 POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. IIJ, ,Jl�ill T 49.2 I I I I III I nII II z III j IIIII I IIII � III fllll� -asI I � ISTA 10+37, 25.34' LT "B" ST CB #2A, TYPE I I W/ CURB INLET IIII I I I RIM=4,,g1(1/6.90 IE (y g"W) = 94Yf H7 SS ST I I I I IE (8"NE) = tlYY' Y7, 0 -h6 C7 J I I. Llill I Y1! I I I I I ' ' 0' Si 9'1 � III I J( I I °< I �/ STA 11+93.59 49TH ST. N.W. STA 9+79.57 "B" ST. N.W. SAWCUT, REMOVE, & REPLACE EXISTING / A.C. PVMT. IN KIND PER C.O.A. STDS. � 49TH — STREET N.W. 20' EX. R.O.W. 17' (F/C) 2.0' SAWCUT EXIST. PVMT (MIN.) VARIES (5- 8't) VARIES 2" CLASS "B" ASPHALT CONCRETE 6" CLASS "E" ASPHALT CONCRETE 8" COMPACTED GRAVEL BASE 1 54 7.5' R.O.W. I DEDICATION i I 0.55.0' 5.0' L/S NOTE: ALL PAVEMENT SECTIONS SHALL BE DESIGNED BASED ON EXISTING GEOTECHNICAL CONDITIONS IN CONFORMANCE WITH THE CITYS PAVEMENT DESIGN MANUAL AND W.S.D.O.T./APWA STANDARD SPECIFICATIONS. CONCRETE SIDEWALK PER C.O.A. STD DTLS. STSW-1C & STSW-3 CONCRETE VERTICAL CURB & GUTTER PER W.S.D.O.T. STD. PLAN F-1 49TH STREET N.W. WIDENING SECTION N.T.S. (LOCAL NON-RESIDENTIAL) (LOOKING EAST) U 0 CD zro � CD ro �a 00 r- l J Fw-- p Lo bb��p� o0 ccn -� —�wz�rv` �Z�` W ��jZtV F---w=LO � v�- in Ln in 00 Zoo C m Lo V) J c :D •, m 00 O � *. r`d „Q A ck. cl - Ls.! LLJ L jJ V / W O m c)::f G. A4o R S-f3vi r PROJECT REF: FAC 01-0020 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS CP S-zs-oZ APPROVED BY; DATE APPROVED: — RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S DATE MAY 2001 CONSTRUCTION RECORDS. ---- DRAWN Bl` DATE:(w-z2--o3 J.R.P. TITLE/POSITION C�� c�--,.sn-�c�esri- DESIGN BY CONFIRMED BY CITY DATE: D.E.B. JOB NO. 5 05/13/02 G.MO REVISED PER WATERLINE CHANGE REV. DATE BY DESCRIPTION 1 10/04/01 G.MO SEWER REVISION / PLAN CHECK 2 12/01/01 GAO REVISED PER C.O.A. PLAN CHECK COMMENTS 3 01/15/02 G.MO REVISED PER C.O.A. PLAN CHECK COMMENTS 4 04/08/02 G.MO REVISED PER PLAN CHECK 00-077 SHEET NO. ml L W w cn s m x cn CV 00 0- 00 t^� et C7 VS LJ 1 / .Z.-'6 B.N.ROAD R.i - .-- i� EX. 4 � E7CIST: I � E.O.P. PROPOSED FIRE HYD ANT PER OFF -SITE PL N (SHT C3) I: I I SAWCUT, REMOVE & REPLACE EXISTING A.C. PAVEMENT PER C.O.A. STDS. (TYP.) EX. 12 CONC. f^^l 0 I" I 46. ,5 E _ l w EX. 12" CONC,- IE= 46.05 EX2'1' C)I'OC. IE 4 6 BSc. /5/PZ SEE SHEETS C3 C FOR OFF -SITE STREET & UTILITY IMPROVEMENTS END OF USW LOCATOR PAINT L EX. \ EX CB TYPE 11 54"0 .: 8" PVC, RIM =51.50 I I 1� ; 15' R.O.W. IE= 46.50 I DEDICATION MODIFY EXIST. CB PER DETAIL 3/C6 T/• I EX CB TYPE 11 .48" 0 I I RIM=50.00f I IE=46.32 I � r � I i Lr #W UtO9 34LF' 12"-J 23LF 12" C.O. IE=44.76 8LF 12' D.I.P. - 11/2" BUILDING SUPPLY 58LF 12" D.I.P. 122LF 12" D.I.P. NEW BUILDING "B" N 16,594 SF, SPRINKLERED FF= 50.50 NEW 15' WATER - EASEMENT TO THE C.O.A. ................................ 283LF 8" PVC SDR-35 ® 0.57o 50 1 126LF 8" PVC SDR-35 0 0.5% ....................................................................... ........................... ...................... ................ 47 8" FIRE STA. 3+01 0 LINE 6" SS IE = 44.02 STA. 2+83 LINE "A" ANGLE POINT SSMH #1, TYPE III ...................................................................... RIM = 50.30 IEIN--..43:93.... IE (8") OUT = 43.83 0 C7 N ON -SITE SEWER PROFILE SCALE: 1"=30' HORZ. 1 "=3' VERT. 1.0' (-) (0:j6, EX. CLF E. 1.2' ':........................................................................................................... 44 1.0' MIN. CLEARt,NCE STA. 4+09 LINE "A" SSMH #2, TYPE III RIM = 50.10t Jr (8" y60-f =4 44 56................. 41 0 0 0 d + WATER DATA TABLE O1 STA 0+00 © STA 2*V FIELD LOCATE/COORDINATE INSTALL: WITH OFF -SITE INSTALLATION 1-12"X12"X8" TEE MJ X MJ) OF 12" MAIN (SEE SHT C3) 1-8- GATE VALVE (FL X MJ) INSTALL: 1-12"GATE VALVE (MJ X MJ) 1-12"X12" TEE (FL X FL) 1-CONCRETE BLOCKING 3-12" GATE VALVE (FL X MJ) O=INSTALL: 1-CONCRETE BLOCKING STA 1+33 INSTALL: 1-12"X8" TEE (MJ X FL) 1-8" GATE VALVE 80 STA 6+Ot 1-CONCRETE BLOCKING FIELD LOCATE/COORDINATE 0 STA 1+67 WITH OFF -SITE CONNECTION TO EXIST. 8" MAIN INSTALL: REMOVE: 1-12"X8" TEE (MJ X FL) EXIST. 8" CAP &BLOCKING, 1-8" GATE VALVE MAKE CONNECTION 1-CONCRETE BLOCKING TO EXISTING 8" LINE < STA 1+92 INSTALL: INSTALL: 1-12" GATE VALVE ;MJ X MJ) 1-12"X12"X6" TEE (MJ X FL) g INSTALL: O*RISER 1-12" 90' BEND (MJ X MJ) 1-6" GATE VALVE (FL X MJ) AND DDCVA PER 11LF 6" D.I.P. CITY OF AUBURN STDS. 1- FIRE HYDRANT ASSY. AND SEPARATE SPRINKLER PER C.O.A. STD. DETAIL DRAWINGS. (3 TOTAL) WABO-1 INSTALL: 1-CONCRETE BLOCKING * 1- , Y2" SERVICE, NEW METER 5 > STA 2+00 & 5+81 OX AND 1 ih" DOMESTIC INSTALL: iETER PER C.O.A. STD 1-12" 90' ELBOW DETAIL WASM-2 1-CONCRETE BLOCKING 1 INSTALL *1" DEDUC11ON IRRIGATION METER W/ DCVA PER C.O.A. STD. DETAIL WADM-1 (SEE LANDSCAPE PLANS) NOT__S 1. ADDITIONAL FITTINGS & PIPE MATERIAL MAY BE REQUIRED. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE 1i1E NECESSARY FITTINGS AND MATERIAL TO INSTALL THE WATER SYSTEM. 2. WATER METER SIZE AND SUPPLY LINE SHALL BE VERIFIED WITH DEVELOPER. SPRINKLER SUPPLY LINE SHALL BE DESIGNED BY SPRINKLER DESIGNER. CONTRACTOR TO VERIFY SIZE OF TEE & LINES W/ DESIGNER PRIOR TO INSTALLATION. LEGEND DESCRIPTION NEW EXISTING • C� �J • �. Z ;moll ~ co L0 tnCD Ca z C> 00 o 00 o ..._� c:a can co Ld :1CD (- _-- U w o c� cn � ul �i 00 rr- o C 'p-• , � mZD 3 z V) m m ZD w G � 0 r. N 0o r__ o 11� 6 - . _ IE' 1'2` SD 46.66 - - TOP 12" W = 45.00 GRAVEL O7 IE SD = 47.41 O 10 TOP 6" SS = 45.55 CONC. SIDEWALK r W Y 1 4 NEW BUILDING "C" SF x7rs °/`/ 21,966 SF, SPRINKLERED Gr Y� uy r� y b, l C.O. A{Hur N 4 2' der t 1 Pi" SUPPLY 5 m EX. GRASS FIELD EX. OLD WOOD FENCE PROPERTY LINE M� wE•-t�'.•- dor�c EX. CLF E. 1.7' NEW 15' SQ. WATER 1e� EASEMENT TO THE C.O. A. 20LF W12" D.I.P. I V f EX. 8", FIELD VERIFY LOCATION I EX. WATER EASEMENT UTILITY CROSSING �1 IE SO = 48.03 TOP 12" W = 47.03 O2 IE 12" SD = 47.89 TOP 6" SS = 44.85 �3 TOP 8" SS 445.11 IE8"W=46.11 U4 IE 12" SD = 47.58 TOP 8" W = 45.00 �5 IE 12" SD = 47.51 TOP 12" W = 45.00 ROOF DRAIN STORM SEWER SANITARY SEWER WATER FIRE HYDRANT WATER VALVE WATER METER CATCH BASIN STORM MANHOLE SANITARY SEWER MANHOLE SEWER LIFTSTATION CLEAN OUT AC PAWL RD __SD - - -SD - SS - - _SS - W ---w - ja Q Z Q1 91 Q 1�8 IE 12' SD = 47.31 TOP 6 SS - 45.78 LANDSCAPING C� EXTRUDED CURB --- W L LJ _ PAVEMENT FLOW > ~ W NOTES: WATER� CONTOUR 50 -- 50- V) 1. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS 50.21 00� SPOT ELEVATION 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 CONC. RETAINING WALL MAIN LINE TO THE METER WHEN THE EXISTING WATER LINE IS IN AN EXISTING CITY STREET; ALL OTHER WORK BY CONTRACTOR. PLUMBING SUBCONTRACTOR FENCE v ui SHALL VERIFY THE ADEQUACY OF THE SUPPLY LINE (SIZE/PRESSURE) PROPOSED AND REPORT ANY CONCERNS TO THE ENGINEER PRIOR TO CONSTRUCTION. w 2. SPRINKLER LINE, RISER, DOUBLE DETECTOR CHECK VALVE ASSEMBLY, PUMPER PROJECT REF: FAC 01-0020 CONNECTION AND SUPPLY LINE, AND BUILDING SYSTEM BY OTHERS. A SEPARATE DETAILED PLAN SHALL BE SUBMITTED TO THE CITY OF AUBURN BY THE SPRINKLER THESE PLANS ARE "APPROVED" FOR CONFORMANCE CONTRACTOR AND APPROVED PRIOR TO INSTALLATION. THE DESIGN SHALL INCLUDE FOR RODDING AND BLOCKING. VERIFICATION WITH THE CITY OF AUBURN ENGINEERING DIVISION'S ��,N F. F WASy� THE ITEMS ABOVE AS WELL AS DETAILS REQUIREMENTS LP OF PIPES SHOWN & PIPE SIZES OTHER THAN THOSE SHOWN BY THE SPRINKLER CONTRACTOR. 3. PUMPER PORT SHALL FACE STREET OR FIRE ACCESS, AND BE READILY ACCESSIBLE APPROVED BY: `I 1 TO ANY FIRE VEHICLE FOR FIRE FIGHTING AND PUMPING OPERATION. 27060 4 4. PROVIDE HOSE BIBS ® PERIMETER OF BUILDING PER OWNER REQUIREMENTS. DATE APPROVED: -�,,�2 S �� S.TE��c,®�`w "U" NA L E 5. FIRE LINES REQUIRE A LEVEL CONTRACTOR EXPIREs 3/8/2003 6. MINIMUM 42 INCHES (42") OF COVER OVER WATERLINES RECORD DRAWING CERTIFICATION s ov�v -L THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. DATE MAY 2"01 BY: The.r.� \ aocjr_n-).' DATE: of • zz-a'3 DRAWN PY 7 01/15-1,03 G, MO TITLE/POSITION tEm' , --acan 45�D-&% man- J.R.P. CONFIRMED BY CITY DATE: DESIGN BY UTILITY CONFLICT NOTE: D.E.B. JOB NO. CAUTION: 6 05/28/02 G.MO PLAN CHECK REVISION THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH 5 05/13/02 G.MO REVISED PER WATERLINE CHANGE 00-077 SHEET N0. OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES REV. DATE BY DESCRIPTION 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 1 10/04/01 G.MO SEWER REVISION / PLAN CHECK 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 2 12/01/01 G.MO REVISED PER C.O.A. PLAN CHECK COMMENTS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE 3 Ot/15/02 G.MO REVISED PER C.O,A. PLAN CHECK COMMENTS CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 4 04/08/02 1 G.MO REVISED PER PLAN CHECK ol� : of 10 0-3 D 17 21? FINISHED GRADE SEE DETAIL -' STANDARD MH RUNGS 3"0 FORCE -' MAIN TO CB PER PLANS 4" ! RIM% Nl12 CB TYPE II-48 0 RIM = 47.50 WITH SOLID LOCKING LID -1 I 13 RAM �x W,50 I 1' - I - = 44.75 6N MAXIMUM WATER �- SURFACE ELEVATION ° ep D e 8" RUBBER GASKET ° .o 0 IE = 43.00 z G8'0/3 1- BARNES MODEL NO. 3XSE726EA SUBMERSIBLE NON -CLOG SUMP PUMP. SPECIFICATIONS AND PLANS i HAVE BEEN SUBMITTED WITH CIVIL CONSTRUCTION DRAWINGS. f BOTTOM ELEV. = 40.00 1 =� .6" SUMP PUMP DETAIL C6 N.T.S. BIOSWALE SEED MIX (MODIFIED BRIARGREEN, INC. HYDROSEEDING GUIDE WETLANDS SEED MIX) WEIGHT % PURITY % GERMINATION TALL OR MEADOW FESCUE 68 98 90 I S' 17/C4 4*Yf2YWar, l 6WfFSIIICA ZZAnaP SEASIDE/CREEPING BENTGRASS 10 98 85 AQPOSIIS PAll/SIHs MEADOW FOXTAIL t0 90 80 ,&lR' 0a1AVS R134I£NSS ALSIKE CLOVER 6 98 90 Iwalw 1/18R/DYw REDTOP 6 92 85 ,41WS17S 49,4 THIS MIX IS RECOMMENDED FOR BiOSWALES AND OTHER INNTERIITTENLY WET AREAS. SOD SHALL GENERALLY NOT BE USED FOR BIOSWALES BECAUSE THE SEED MIX IS INAPPROPRIATE FOR THIS APPLICATION. SOD CAN BE USED FOR LINING DITCHES TO PREVENT EROSION, BUT WILL PROVIDE LITTLE WATER QUALITY BENEFIT DURING THE WET SEASON. 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 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: PRMTIM BY WEIGHT KENTUCKY BLUEGRASS 30% 85 80 (ADELPHI. BARON OR FM ) CREEPING RED FESCUE 407a 98 90 (P NN WN PERENNIAL RYE 30% 95 90 (DERBY OR P-MANT) APPROXIMATE FILL/CUT TYPE C �TI,M FOR STRUCTURAL FILL (IF REQUIRED) FILL MATERIAL TO BE CLEAN, WELL GRADED COMPACTIBLE MATERIAL (CLASS B MINIMUM) WITHOUT WASTE AS DEFINED IN WAC 173-304-100 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. i TOP OF BERM X DIVIDING POND CELLS, ELEV.7EL 0 J- [ o 0 0 47.50 p o o lc�o 000 0 0 1 oo0 o o 1OnO �1 3 3q-� o O Oo 0 3 ETPOND o 0 0� o 0 00 BOTTOMOF 5' MINIMUM POND EL. 43. Loolo. X SECTION Y-Y (SEE POND ON SHEET C3) 3 0 �o• �o OFFICE � I 3"0 ORFICE ORIFICE PLM VIEW CONTROL STRUCTURE RISER C6 / N.T.S N.T.S. 3"0 ORIFICE Am BUILDING "B" -5.0' L/S FF=50.50 0.67 1.02' FREEBOARD 50..........................................................50 -III I` -SOUTH R 100YR W.S. ELEV = 4 r 48............................ ........................... . EXIST. MATCH EXIST. GRADE I GRADE 0 R BOT. LIVE STG = 46.5 RETAINING WALL TOP DEAD STG PER DETAIL 5/C6 .....46 =II II B.O.F. 45.00 44........................... y�• yo I - 44 BOT=#i I i E!D-B.O.F. 43.00 1.23' 7.77' 9' 16' 9' 42............................. ...................42 1 DETENTION/WET POND SECTION LOOKING EAST SCALE: 1"=20' HORZ, 1"=2' VERT. % 48.98 MAX. 7-- 2' MIN OU 10 DITCH T \ LADDER RUNG/ PLAN VIEW 1"=2' INLET FROM POND FRAME AND LADDER - OR STEPS OFFSET SEE PLAN VIEW ABOVE. 15" CAP, RUBBER? GASKET ROUND SOLID COVER MARKED "DRAIN" WITH LOCKING BOLTS, RIM 51.50 TOP OF RISER PIPE ° -OFFSET TOP 3"X0.90 CAGE STAINLESS STEEL _ SLAB SUPPORT BRACKET W/ TURNBUCKLE a L STANDARD GALVAMZED ANCHORED TO CONCRETE WAL • z STEEL LADDER/STEPS 1001IR W5 EL L*.240ESS (MAX 2' SPACING). MIN ONE 0 12" O/C 48.9 SUPPORT WS EL LID Q 10YR .a 0 a �VR ELEV. = 48.40, WS 4854 EL A.C. OR PVC CNTR 6-3"0 48.30 MANHOLE ADAPTOR WATER HT �_ PER DTL 4/C6 00" PER TABLE CONNECTION 0 RIGHT �� d 15" INLET IE 15" OUTLET IE &M 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 N CELL POND B IF GALVANIZED STEEL PIPE, HAVE ASPHALT TREATMENT 1 BOTTOM 4. FRAME & LADDER OR STEPS OFFSET SO: A) CLIMBDOWN SPACE IS CLEAR OF RISER. B) 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 Y4" 6. CONFORM TO CITY OF AUBURN STDS. ,eo,9't T.W.=# SEE POND SECTION 6 . VARIES 48.0 TO 49.0 18" MIN. 1"(+) WASHED ROCK BACKFILL CV i EL. 46.50 #5 X 3'-8" 0 15" 0/C7\ �u2 �- #5 0 12" X VERT. 1 t-g" 00 ,. (lnn_ oo n0 'a 43.00 -COMPACT SUBGRADE TO 90% DENSITY & UNYIELDING, EXCAVATE & RECOMPACT PER SOILS REPORT 5 POND RETAINING WALL C6 N.T.S. WEST Q EX. 40' 15' R.O.W. rlV/S R.O.W. I DEDICATION I I I I 50............................ 4.4 .... 42 ..... 0.75' TW = 50.00- ° a ° 15X15X15 PVC TEE, RUBBER GASKET JOINTS 6" MIN. RELEASE RATES (REMOVABLE) DESIGN STORM 0 (CFS) ACTUAL a 1 2 YR 0.18 0.18 10 YR 0.70 0.70 EL. 44.50 100 YR 1.12 1.12 15" RUBBER GASKET PLUG W/ 2Y4" ORIFICE 3 TYPE II-54"0 CONTROL STRUCTURE Cfi SCALE: 1"=2' 127' 20' • A •� z r W cv 00 Z N yG w wLA.iF5LA_ . W Lo W ev co rMLo r�C� I EL=50.50 1.02' FREEBOARD III-, ....................... . ELEV. 50.00 50 100YR W.S. ELEV. = 48.98 I A.C. PVMT PER - DETAIL 1 /C2 h. - - GRASSCRETE SURFACE --------------ACCESS ROAD '-z�- RETAINING WALL -- _____ _ . ........................48 PER DETAIL 5/C6 ELEV. _',(� VXf# V. ELEV. _ 46.50 I BOTTOM OF LIVE STG F TOP DEAD STG -- v...... ......46 j SEE DETAIL - w 2/C6 i I I y�,yo 44 =i BOTTOM ELEV. g, - 44I 8' 15, 1_6 I ' 45 9 nFTFNTInN/WFT POND SECTION (LOOKING NORTH SCALE: 1 "=20' HORZ. 1"=2' VERT. .......I...................1.42 c� m Q < Z Q _,.. C-) m 3� ui H' 00 � cn N 00 ckC qd- 00 d- 0 r� �v- LAJ m 86 LAJ ° a4 PROJECT REF: FAC 01-0020 �hN f• p0 a ° ° °4 ° THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S N ° -rNs-� ° 0 ELEV. 49.25 ° ° � a ° ° ° ° REQUIREMENTS Cr 5 � 27060 ° d ° ° ° ° ° 6.0 ° ° ° ° ° ° ° a APPROVED BY: fOAfAL d ° ° ° ° ° a 7 I EXPIRES 3/'$/2EI0W ° ° ° ° ° ° a ° ° DATE APPROVED: 5, /zz laz ° ° ° 4 RECORD DRAWING CERTIFICATION DAB MAY 2001 ° ° o RETAINING WALL THESE DRAIMNGS CONFORM TO THE CONTRACTOR'S PER 5/C6 DRAWN BY EMERGENCY SPILLWAY WEIR N.T.S. 4tAw o UTILITY CONFLICT NOTE: CONSTRUCTION RECORDS. BY: Lha...As c_aum't; DATE: ot-zz-a1 TITLE/POSITION 'Ric.-ae-un J.R.P. DESIGN BY D.E.B. CAUTION.• CONFIRMED BY CITY DATE: . JOB NO. 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 REV. 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 1 DATE BY DESCRIPTION 10/04/01 1 G.MO SEWER REVISION / PLAP! CHECK SHEET NO. 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 2 ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE 3 CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 4 01 01 .MC REMSED PER C.O.A. PLAN CHECK COMMENTS 12/ / G.MO 01/13/02 G.MO REVISED PER C.O.A. PLAN CHECK COMMENTS 05/28/02 G.MO PLAN CHECK REVISION C6 03 0 / 7 zg File Name I r-nr►Nn DESCRIPTION NEW EXISTING STORM SEWER - - -`D SANITARY SEWER -- -- _SS WATER -- FIRE HYDRANT C> EXTRUDED CURB 1---- ROCKERY/KEYSTONE 1 WALL CONC. RTNG. WALL 2" A.C. PAVING " LIGHT SECTION, 5'�i" 3" HEAVY SECTION r-CON7C.: SLOPEIc DNCURB O C o o O O O ii ii 4"-%" MINUS CRUSHE -COMPACTED SUB -BASE R K IGHT SECTION OC L , 6" HEAVY SECTION LIGHT SEC11ON 0 PARKING AREAS, HEAVY SECTION 0 TRUCKING AREAS & MAIN DRIVE AIciES 1 CURB & PAVING SECTION L-1 N.T.S. SITE DISTANCE TRIANGLE - - --- - - _ BASED UPON 30 MPH - - - - - - -� PREVAILING SPEED I _ 49TH STREET NX '—EE-_ASPHALT S 88'01'07" E 10' TYPE 3 I LANDSCAPE: SITE DISTANCE TRIANGLE -� BASED UPON 40 MPH PREVAILNG SPEED I_X. U.G. --w I CABLE RISER, 11*1 un O LAWN OOT BARRIERS LAA L 7.5' R.O.W. DEDICATION EX. CLF ',.6' 1.12' --� I O L- -- ---J (5,263 SF) --1 5TORY OFFICE I ;� 10' LOADING 1,530 SF W/ 1,640 SF I ZONE, TYP. STORAGE MEZZ. ABOVE N 39 --- _ '7' TYP. C - - '/14' TYP. // /;.0 M/ ----------------- -�-- E;�. GRASS FIELD a.{/C c �x�� iilu,� NEW -BUILDING »A C- 20,303 SF, SPRINKLERED h LAWN ----------- o (5) .A AYE, 32'X94' (3,008 SF, N 288 SF OFFICE & WAREHOUSE) C-4 o -- -- - -- - - --- -- - - 10' _ 24' S (0163) I ® -- _ LAWN %� ---- -=173:1.3' S 89'05 44" E --- - 94'I(S 89'15'00" E I _ C.. �. C C C C r-fE EXIT 0!�A I I j LAWN �IL ( WAY RIVE ' I I ' ill LAWN - LANDS"CAPE PLAN REV. 12-05-01 REV'D SITE PLAN REV. 11-14-01 DELETE SHRUBS 0 BLDG. ADD STREET TREES REV. 49th ST. NW WIDTH 0 0 C Symbol 2" so %%;+j LAWN PLANT LIST Quantity Scientific Name Common Name Size Spacing 2 Prunus bliriono Y Flowering Plum 1.5"-Cal 30' 0. C. 7 Liquidombor styrociflua American sweetgum 1.5"-Cal 30' 0. C. 2 Liquidambor styrocifluo American Sweetgum 2" Cal. 30' O.C. 9 Pinus nigra Austrian pine 6'-'7' 30' 0. C. LOCALLY GROWN SOD NOTE: 2" Sweetgums are street trees along 49th St. NW. INSTALL SHAWTOWN EP-2450 ROOT BARRIER IN 5' DIAM. CIRCLE AROUND STREET TREES PER MANUFACTURERS DIRECTIONS. SITE - DATA SITE A.REA...............................3.02 ACRES TOTAL AFTER DEDICATIONS (0.86 AC AND 2.16 AC) ZONING. . � ................. ..... . Ml (SITE & ADJ. EXCEPT EAST OF "0147" IS "1") PERCENT SITE COVERAGE..... .54% 42.6% PARKING REWIRED: OFFICE (14%) .... ....... .. .....2,842 SF/250 MANUFACTURING (207.)....... 4,060 SF/1,000 WHSE/STORAGE (66%) ...... .13,401 SF/2,000 TOTAL ........ _ ........... _ 22.1 STALLS PARKING PROVIDED.................22 STALLS, (1) H/C PARK 280 - BUILDING "A" MR. HENRY HEBERT 2020 "A" ST. S.E., SUITE 101 AUBURN, WA 98002 PH: (253) 931-8888 FX: (253) 931-0186 S, 277TH ST 39 S. 280TH! ST. N Q S ITE Jr-_ --� z z � m AUBURN 44TH ST NW 42ND ST NW ' 167 VICINITY MAP NTS DECIDUOUS TREE .ANT PIT TMACE X)TBALL WANT. )NIFEROUS TREE 2 FIR TREE STAKE PLANT PIT TIOCE mp1l i l ICI ---NI CHAINLOCK, LOCK 2" LATER BARK MULCH �, . c, y„4'4 ROOTBALL DIAM. Idt�l... I�IAI,. !4 STAPLE TO STAKE 2" DISHED EDGE PULL &AM BURLAP!g ° W 3 — 2' LAYER BARK Ip IIMINlM,rn 2" BARK MULCH NII AND REMOVE WIRE .. w 2" DISHED EOM BASKET Y DISHED EDGE UNFOLD TOP THIRD — FORA BACK TOP OF BURLAP &REMOVE '�� TOPSOIL/ THIRD OF BURLAP MIRE BASKET NATIVE SCM. MIXX 50/30 TOPSOIL/ SO/'JO TOPSOIL/ PLANT PIT TVRCE NATIVE SOk MIX NATIVE SOIL NIX DIAM. OF ROOTBAt L TREE STAKING, DETAIL SHRUB PLANTING DETAIL CONIFEROUS TREE STAKING M.T.S. N.T.S. N.T.S. NOTES UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSICN, 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 NHETHER OR NOT CONFLICT,; EXIST. LIDCA11ONS 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. Date: 4--23-01 Scale: 1 " = 30' Drawn By: D. B. L. Approved By: Revised: 11-14-01, 12-05-01 in CH &OCK. LOCK do STAPLE TO STAKE FIR STD l�/fiV�N 70 REfUSSA1. SET PLUMB & WLINE ALL LAWN SHALL BE LOCALLY GROWN SOD AND IRRIGATED BY AUTOMATIC IRRIGATION SYSTEM. INSTALL 4" 3 WAY TOPSOIL IN ALL PLANT AND LAWN AREAS. INSTALL 3" BARK MULCH IN ALL PLANT BEDS. PROVIDE ONE YEAR WRITTEN WARRANTY FOR ALL PLANTS SOD AND LABOR. PROVIDE "AS BUILT PLAN" OF IRRIGATION SYSTEM AT FINAL WALK THRU. OBTAIN ALL PERMITS AND COMPLETE ALL INSPECTIONS REQUIRED. ATENGTON RE CT ZL2�u Lunn CER11ftCATXELNOO�. 7 Record Drawing Certification These drawings conform to the Contractors Construction Records. BY: Title/position: — Confirmed b:y City _ 5EPOO - OO.SS PROJECT REFERENCE: — This plan sheet reflects the city of Auburn's minimum landscape requirements. .APPROVED BY: DATE APPROVED: _ 5 - 30 - oZ EAG-LE DESIU"�N' 28007 NE 27th DR. REDMOND, 1VASH[NGTON 98053 TEL. (425) 898-8833 FAX (425) 868-2164 DATE: DATE: Sheet L - 1 of 1 03v 1?,60 File Name 12-05-01 REYD SITE PLAN. LEGEND DESCRIPTION NEW EXISTING STORM SEWER - - --SD — — SANITARY SEWER - - - S S — — WATER FIRE HYDRANT �Z EXTRUDED CURB-- ROCKERY/KEYSTONE WALL CONC. RTNG. WALL�� * 2" A.C. PAVING " LIGHT SECTION, SPz" 3" HEAVY SECTION r1- D D ""-CONC. CURB o C O O O C _/ O ., 1J p .. o o 0 0 � ° 0 U° I ;o c o o I_ I II II III III 4"-!h" MINUS CRUSHE - COMPACTED SUB -BASE ROCK LIGHT SECTION 1 6" HEAVY SECTION LIGHT SECTION 0 PARKING AREAS, HEAVY SECTION A TRUCKING AREAS '& MAIN DRIVE AISLES VERIFY PAVING SECTION AND SUBGRADE PREPARATION REQUIRED BY SOILS REPORT. SOILS REPORT SHALL GOVERN OVER PAVING SECTION NOTED CURB & PAVING SECTION N.T.S. 49TH STREET N.W. I EX. EDCF_ASPNAIT S 88'01 b773.18' - t + EX. BWF-- �— I �• C r -- 94.02' (S 88'01'07 E) II I -_,.._ _-- (5,263 SF) 1 STORY OFFICE 11 ® 10' LOADING 1,530 SF W/ 1,640 SF ' I I ZONE, TYP. STORAGE MEZZ. ABOVE — I N I I — _ Y/'7' TYP. i I N N 112'/14' TYP. II W, EX. U.G. EX. GRASS FIELD CABLE RISER I l I H/C I," %1 *1 0 17 " NEW BUILDING A C h 20,303 SF, SPRINKLERED I W" LLJ I 32X94' (3�,008 SF, cz Co ��,_ I S 288 SF OFFICE & N II "n WAREHCAISE) I � I I C10 , I 10 N (;016 I� N----------------- i 173.13' y _ 3 94'/(S 891500" E — —c N G - 3f � c c c c t ( 20' R io N IRRIGATION PLAN 0 7.5 R.O.W. DEDICATION EX. CLF 3.6' IRRIGATION LEGEND ® 1" DEDUCT METER FOR IRR. P.O.C. BY UTILITIES CONTRACTOR } 1" CRANE GATE VALVE IN 10" PIT. 1" FEBCO 805Y DBL. CHECK VALVE ASSBY. IN ,JUMBO BOX Q RAINBIRD 33 DLRC QUICK COUPLER, 33K & SH-0 ON GALV. TRIPLE SWING JOINT. RAINBIRD 100-PEB AUTOMATIC CONTROL VALVE IN STD BOX RAINBIRD ESP-8LX+ CONTROLLER WALL MOUNT. POWER TO CONTROLLER AND CONDUIT FROM CONTROLLER TO PLANT BED BY ELEC. CONTRACTOR. O 0 RAINBIRD 1800 SERIES POP-UP SPRAYS , 6" POP-UP IN BEDS .AND 4" IN LAWN. 1 1,/2" CL200PVC MAINLINE AT 18" DEPTH MIN. CL200 PVC LATERALS AT 12" DEPTH MIN. UNMARKED PIPE IS 3/4" SITE DATA SITE AREA. _ ........................:..3.02 ACRES TOTAL AFTER DEDICATIONS (0.86 AC AND 2.16 AC) ZONING....................................M1 (SITE & ADJ. EXCEPT EAST OF "0147" IS 7') PERCENT SITE COVERAGE.......54X 42.6� PARKING REQUIRED: OFFICE (14%) .... ....... ....... 2,842 SF/250 MANUFACTURING (20%) ......4,060 SF/1,ODO WHSE/STORAGE (667.)... _13,401 SF/2,000 TOTAL ............................ 22.1 STALLS PARKING PROVIDED..................22 STALLS, (1) H/C �l11 � I��,� jFIN • • vim- .10F 167 S 277TH ST Z 4- S. 280TH ST. SITE � z Y AUBURN 44TH ST NW 42ND ST NW a. VICINITY MAP NTS 5CH40 90 ELL 5GH80 NFL. LINIM 9�VAW A rOMA11C CONWa VALVE A5 5PECIFIEV. NOTES FLZ W5T AW 130X ALL LAWN SHALL BE SODDED AND IRRIGATED BY AUTOMATIC IRRIGATION SYSTEM. ALL PIPE UNDER PAVING WILL BE IN SLEEVE TWICE DIAM. OF INSERT PIPE. WAIEP,P OOF VVW 5M IaR5 5M_ INSTALL MANUAL DRAINS IN MAIN AT LOW POINTS. PROVIDE ONE YEAR WRITTEN WARRANTY FOR ALL MATERIALS AND LABOR. PROVIDE "AS BUILT PLAN" OF IRRIGATION SYSTEM AT FINAL WALK THRU. C4""EMI a- CHICK OR InAMV I,UM R MOCK � ��/,�-� OBTAIN ALL PERMITS AND COMPLETE ALL INSPECTIONS REQUIRED. THIS PLAN IS SCHEMATIC IN NATURE. ITEMS INDICATED IN PAVED AREAS °° o a°a a °o" - 5CM40 PVC 90 EI..L. �// — Lr-1411 1MIt� 911,a.ONLY IN Vx. WILL BE PLACED IN PLANTING AREAS. SEE CIVIL PLANS FOR P.O.C. LOCATION a °$ ° $.o °� 6 G.F. G�'AV'EsL SUInAP � TAM 1'O LNCTtZ51t�E Or MAIN a 5' O.G. ° ALL -OW 24" LOOP OF Wilms IN VALVE DCnc AUTOMATIC CONI1�OL VALVE MTAIL 9��//��1 �//./�� 9■�., a�/�y�� 9Qy/_(% ` J/♦]�� //p(�/�_ /AAy(./�•J.y/�wyy//_ ��./1�9� �Y �y/y��//�' M+�-\.iC 9if1"/.✓�.. CI. "IV V.�h.Vf Y aRaY...I.�aWn9�M'5911 il"T 19/ d. 9F�TAL ..... a.sa. a..-.. .. 9f"_... .. >....a. :.a. ..c :.. a. i.. ...a. —..awns. -- .. .-.. aa ...... .a,.. a.. .. ... r�.>. . .. ... 6.sNa • al .. ....., a.. s. .. .c ua it, [ a._ s.a .a a � ii . ... s u.l .w . e . N,r,5, -N 1',�, FOrAY OKI R20 OR 5Pf W1.M A5 5PECIPEP ON PLAN p N// 0/ LLS PN7 MMILEX 5M. Mt. At OA% M .I+R '!W1 NG ME�1.16"' LONG MPL E: 5WIN6 JC)IW 1" ( 3) hAAMVX 5TMrf EL1-5 M12 (1) 12'' 5CH 60 PVC NFL. C LA55 200 PVC LAtERAL LINE " 5CH 40 TEE OR ELL TRIPLE 51/ 6 JOINT 1215F,1� A55EMMY Pr -,TAIL PARK 280 - BUILDING "A" MR. HENRY HEBERT 2020 "A" ST. S.E., SUITE 101 AUBURN, WA 98002 PH: (253) 931-8888 FX: (253) 931-0186 WEA111;1?1YA1IC 9Ca6L FAIN VALVE MDdaCL.R 5ET I'L.1,15H VN/ FINISH C4"7r. CLA55 200 PVC W/ CLJI' 9 FLA MP PA.5E. MA55 MANUAL P"N VAL`TE. 50H80 NIPL5 MIN 3" 1,04 . 50180 PVC 90 ELL. 5CHBO PVC NIP. MIN, 3" LONG 2 C.F. 6RAV1;L 5L1MP MIN, MANUAL FAIN VALVE A55�MN Y MfAIL N,Tt5, 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 POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. Date: 4- 23 - 01 Scale: 1 " = 30' Drawn By: D.B.L. Approved By: Revised: 11-14-01, 12-05-01 li I Sheet I R ---1 EAGLE DESIGN Of f- 26007 NE 27th DR. REDMOND, WASHINGTON 98053 1 ---,,J' TEL. (425) 898-8833 FAX (425) 868-2164 1 " o3v nRE 0 N O N LEGEND DESCRIPTION NEW EXISTING STORM SEWER - — -SD — - - SANITARY SEWER WATER - — - N — — FIRE HYDRANT 0, EXTRUDED CURB ROCKERY/KEYSTONE WALL CONC. RTNG. WALL * 2" A.C. PAVING " LIGHT SECTION, 51�" 3" HEAVY SECTION — D SLOPE DN D D D CONC. CURB O Q O O o O.. O 0 O 0 o 00 0 o O O p° I I_ o I8 p 1*o O oII o 0 Il�ii-illiillliiill 4"-!W' MINUS CRUSHE COMPACTED SUB -BASE ROCK LIGHT SECTION, 6' HEAVY SECTION VERIFY PAVING SECTION AND SUBGRADE PREPARATION * LIGHT SECTION *PARKING REQUIRED BY SOILS REPORT. AREAS, HEAVY SECTION ® SOILS REPORT SHALL GOVERN TRUCKING AREAS & MAIN OVER PAVING SECTION NOTED DRIVE AISLES CURB & PAVING SECTION P1 N.T.S. 1.5'(+} F — — EX. LUM. lk 3' 94'J(S 8915'00" E 7 ._ _ _ _0 I 3' `V a 1) C C C C J C C Q y� O a _ - t ' 26' D f VM PER I I 20' R 4 ( 8' 10, 10'X19' ASTER/ C.O.A. STD. DTL N N RECYCLE ENCLOSURE STDW-1C y I W/ 6' SIGHT OBSCURING 1 FENCE & GATE i L WN <„ 0 90' (S 89'05'44" E) LA (2) PLACES O Symbol 0 00 #/* 0. C. O.C. SEE NOTE BELOW RE: REPLACEMENT TREES 0. G. SEE NOTE BELOW RE: REPLACEMENT TREES CD As Req'd Cotoneaster domeri Beorberry Cotoneaster 4" Pots 18" O.C. Install in all plant beds at triangle spacing. EXISTING TREES TO REMAIN 10 EXISTING POPLARS TO BE REMOVED AVER. 14" CAL. = 140" TOT. CAL. REMOVED 140"/ 12" = 11.67 REPLACEMENT TREES REQ'D. TREES PROVIDED = 14. ALL OF THE CEDARS AND 9 OF THE AUSTRIAN PINES NOTED ABOVE ARE REPLACEMENTS FOR THE EXISTING TREES WHICH WERE REMOVED. PLANT LIST Quontity Scientific Name Common Nome Size Spacing 11 Prunus bliriona Flowering Plum 1.5"-Cal As Shown 15 PRUNUS LAUR. 'OTTO LUYKEN' OTTO LUYKEN LAUREL 2 GAL. 3' 0. C. 4 Liquidambar styraciflua American sweetgum 1.5"-Cal 30' or 20' 31 Mahonia aquifolium Oregon gropeholly 2-Gal 4' 0. C. 48 Pinus nigra Austrian pine 6'-7' 30' or 10' 5 Thu ja plicato Western Redcedar 6'-7' 30' OR 10' POND HYDROSEED ELYMUS GLAUCUS 47% FESTUCA RUBRA 40% DESCHAMPSIA CAESPITOSA 10% GLYCERIA OCCIDENTALIS 2% BECKMANNIA SYZIGACHNE 1 SEED AT A RATE OF 8 LB/1,000 S.F.. 10-20-20 AT A RATE OF 8 LB/ 1,000 S.F. MULCH AT A RATE OF 2,000 LB/ ACRE AND ' J" TACK USE WOOD FIBER MULCH S 89'05'44" E 189.36' o 10' q 100.47' (S 89'05'44" E) 10 HEAVY PVMNT. SECTION PER (5,677.5 SF) 5' 140 DETAIL 1 /C2 0 3' (2) 9'/10' �u C uue (3,454 SF) N L 2' TYP. — — — — — — — N 14 01 10, Ug LAWN q--------` � O2 II � H/C 14' , 0 II ° 184.5' ��u�i 5 (5,691.5 SF) C (S 00'45 00 W) � TYPE 1 LANDSCAPE f " II ------____-- NEW BUILDING "C" 8 {) siDs'O/C INE II Q 22,702 SF, SIiKLERED 901 J q 3'/T TYP. II o 7'TYP NEW BUILDING "B" N ®-_____---- _—�-,p TYPE 3 I N ° x _ 0 ^ EX. GRASE FIELD LANDSCAPE 24' 16,594 SF, SPRINKLERED 84 II — ----------- --- A `OZ3'/7• TYP. (5,691.5 SF) II I --63 3'/7' O` 12'/14' O j3 LEASE BAYS, 2' TYP. TYP. 40' �� II I C _ 36'X90' (3,240 SF) j LAWN ° 12'/14" 5' TYP- - - - - - - -- ' O II °�° \ — — — — — — EX. OLD WOOD II C �� (3,420 SF) X x/ W O FENCE PROPERTY 42" HT. BLACK VINYL COATED II N�4 GRASSCRETE W/ (2) 9'/10' 0 LINE UTILITY CONFLICT NOTE. CHAIN LINK FENCE AROUND D TOPSOIL & ti� SEP 4b - 00 SS DETENTION POND ON TOP OF WALL. ' ° 90' S 89'15'00" HYDROSEED 0 CAUTION. PROJECT REFERENCE: O LAWN II �Iii 2 8' 5' 7' DURABLE METAL SIGN (5,691.5 SF) This plan sheet reflects the city of HYD SEED 5' "NO UNATTENDED E;{. CLF E. 1.7' THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DNENSION, AND DEPTH Auburn minimum Iondscape I� POND PER`' LAWN VEHICLES -FIRE ACCESS" OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES requirements. NOTED MIX r•, a 0 AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. HYDRO C H/C ° 100.47' ERIFTHIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL OF (I(T APPROVED BY: (S 89't5'00" E) O THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VY( tUJ I �(—�— — 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 DATE APPROVED: EX. \ EX CB TYPE II 4 4 5' L/S S 89'05'31E 362.50' CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO 8" PVC RIM=51.50 TYPE 3 1.'�+� PROCEEDING WITH CONSTRUCTION. A LF 41 �� Record Drawing Certification R.O.W. MODIFY ROW OF POPLARS N. 4.4' These drawings conform to the Contractors DE ICATION MODIFY EXIST. CB LANDSCAPE ! PER DETAIL 3/C6 I ON PROPERTY. LINE Construction Records. EX CB TYPE II 48" 84' TYPE 1 LANDSCAPE 0 LN°""Ao '7 BY. DATE: RIM=50.00± ILBTWN BLDG B & C, IE=46.32 6' PINE TREES 0 10' O/C EX. F.H. Title/position: Confirmed by City DATE: Date: 4- 23- 01 l� Sheet File Name PARK 280 BLDGS. B C Scale: 1" = 30' L 2 LANDSCAPE PLAN MR. HENRY HEBERT Drawn By: D.B.L. EAGLE DESIGN Of 2020 "A" ST. S.E., SUITE 101 REV. 1-20-02 ALTER PLANT LIST &NOTES AUBURN, WA 98�2 Approved By: -- 26007 NE 27th DR. REDMOND, WASHINGTON 98053 2 REV 12-5-01 ALTER SITE PLAN & PLANT LIST PH: (253) 931—ems FX: (253) 931-0186 Revised:5 s ot, t2 s o1, t 20 02, 5 s o2 TEL. (425) 898--8833 FAX (425) 868-2164 14" COTTONW-00 TO BE REMOVED —EX. CLF E. 1.2' Wi'CCUOUS REE /1 CNMNLOCK. LACK i� STAPLE TO STAKE 2x2 M STAKES SAL �PLUMIBIa I L r LAYER BARK MULCH 2' D194ED EDGE PULL BACK BURLAP AND RTEM©vE MARE MA PLANT PIT TWICE DIAM. OF cwv%ium I TREE STAKING DETAIL N.T S. VICINITY MAP NTS TMICE OIAM. 00111"E1tOUS MEE 2 FM "a STAKE LOW STAPLE TO BARK MUI DI5m EDGE .1 sumAp at REnow BASMT NAB SOIL mfx CONIFEROUS TREE STAKING . N.T.S. NOTES ALL LAWN SHALL BE SODDED AND IRRIGATED BY AUTOMATIC IRRIGATION SYSTEM. INSTALL 4" 3 WAY TOPSOIL IN ALL PLANT AND LAWN AREAS. INSTALL 3" BARK MULCH IN ALL PLANT BEDS. PROVIDE ONE YEAR WRITTEN WARRANTY FOR ALL PLANTS SOD AND LABOR. PROVIDE "AS BUILT PLAN" OF IRRIGATION SYSTEM AT FINAL WALK THRU. OBTAIN ALL PERMITS AND COMPLETE ALL INSPECTIONS REQUIRED. INSTALL LOCALLY GROWN SOD. SIGHT OBSCURING FENCE SHALL BE WOOD. �• �' PLANT PIT T18CE ROOTBALL CAM. •` �' 2' LAYER BARK 2' OISM EDGE FOW BACK TOP IHIIIRID OF BURLAP 50/50 TOPSOIL/ NATIVE SOIL MIX SHRUB PLANTING DETAIL N.T S. p�pt7zs . I .. is )rile Nerve LEGEND DESCRIPTION NEW EXISTING STORM SEWER - - -SD - - SANITARY SEWER - - _Ss- - WATER - - - W - - - FIRE HYDRANT O CONC. SIDEWALK GRAVEL EXTRUDED CURB ; ROCKERY/1(EYSTONE WALL CONC. RING. WALL * 2" A.C. PAVING A 1/2" LIGHT SECTION, 5b2" 3" HEAVY SECTION - c' � 6 D�ZCONC. DN CURB 0 0 o p 0 0 0 0 Oa- " O 0 0 0 °_ —III III III I I —III—� � � * 4"-%" MINUS CRUSHE COMPACTED SUB -BASE ROCK LIGHT SECTION, 6" HEAVY SECTION VERIFY PAVING SECTION * LIGHT SECTION *PARKING AND SUBGRADE PREPARATION REQUIRED BY SOILS REPORT. AREAS, HEAVY SECTION 0 SOILS REPORT SHALL GOVERN TRUCKING AREAS & MAIN OVER PAVING SECTION NOTED DRIVE AISLES 1 CURB & PAVING SECTION IR-1 N.T.S. i 26 D W PER 20' R N C.O.A. STD. DTL STDW-1C II IRRIGATION LEGEND O O RAINBIRD 1800 SERIES POP -UPS ON SWING PIPE RISERS 4" IN LAWN AND 6" IN BEDS Q RAINBIRD 33 DLRC, 33K, AND SH-0 ON GALV. TRIPPLE SWING JOINT. DEDUCT METER FOR IRR. P.O.C. BY UTILITIES CONTRACTOR. 1" CRANE GATE VALVE IN 10" PIT N 1" FEBCO 805Y DBL. CHECK VALVE ASSBY. IN JUMBO BOX. RAINBIRD 100-PEB CONTROL VALVES IN STD. BOX. RAINBIRD ESP-8LX+ CONTROLLER, WALL MOUNT. POWER TO CONTROLLER C AND CONDUIT TO PLANT BED BY ELEC. CONTRACTOR. 1 1 /2" CL200 PVC MAINLINE AT 18" DEPTH MIN. - - - CL200 PVC LATERALS AT 12" DEPTH MIN. UNMARKED PIPE IS 3/4" NOTES ALL LAWN SHALL BE SODDED AND IRRIGATED BY AUTOMATIC IRRIGATION SYSTEM. INSTALL MANUAL DRAINS AT LOW POINTS OF MAIN. PROVIDE ONE YEAR WRITTEN WARRANTY FOR ALL MATERIALS AND LABOR. PROVIDE "AS BUILT PLAN" OF IRRIGATION SYSTEM AT FINAL WALK THRU. OBTAIN ALL PERMITS AND COMPLETE ALL INSPECTIONS REQUIRED. tHIS PLAN IS SCHEMATIC IN NATURE. ITEMS SHOWN IN PAVED AREAS WILL BE INSTALLED IN PLANTING AREAS. SEE CIVIL PLANS FOR P.O.C. SITE DATA SITE AREA...............................3.02 ACRES TOTAL AFTER DEDICATIONS (0.86 AC AND 2.16 AC) ZONING....................................M1 (SITE do ADJ.-EXCEPT EAST OF "0147" IS "I") PERCENT SITE COVRAGE......... 54X 42.6% PARKING RE6UI1RED: OFFICE (14' .............2,642 SF/2M MANUFAC (20* ...... 4,060 SF/1,000 WiSE/STORAGE (66%) .......13,401 SF/2,000 TOTAL..............................22.1 STALLS PARKING PROVIOED..................22 STALLS, (1) H/C 15(+) �- - -- EX. LUM. 1. 0, C 4 3 94' S 891500" E O S 89'05'44' E 189.36' O 167 S 277TH ST W z 0 447H I ST NW :'1 42ND ST NW VICINITY MAP N TS z �e 5CH40 90 FLL 5CH60 NNP , L,IIV ON 50-140 OIZ MA55 CAR50N JUM00 VALVE 130X 5ANT SIZE A5 VALVF %T FI.1,1511 W-TH FINI5H aZA17F, AU Aft 5MCFjC0NM01- VPI VF - _ - - - - FFW3C0170I.VLE CK VALVE A55ENVLY 5iZF A5 NOCFI7 I!'LAN5, UNION 5AMF 51ZF A5 PCV. — — — CM50N 5TM VA M VALVE PDX FLU5H W/ FINI5H GRAM. MZA55 ffA55 MM,5. 5AMF 50 A5 CICV 5CH80 90 FLL WATFI 00F VVIRF 5i'LICFK'S "SM.. { 5CH60 rVC Nn. 4" NCI CLWyAIZA NCe C3 ICK CR TWA Vt2 LUkAMP PLOCKit wC MALE AVAMR � o° o o °o° o 00 ° o SGH44 I'VC 9Ca ELL. 5 C.F. GIZAV>~L SUMP LY-14/ 1 VV 5I'LICF ONLY iN "I °b ° g'° ° $' `lr o TAPE TO I. W eR5M OF MAIN @ 5' O.C. 0 ,0 o ALLOW 24" LOOP OF WW M IN VALVt MM POWCHECK VALVE A55WMY MfAIL A'vffOMATIC CONTRA VALVE MTAIL N ,T.5, N .T.5. 10' n I c c c c I C C Q I Q ( 8-905'44" E) 10'_*:�. 1 L b NAVY PVMNT. EX. CLF E. 1.2' 8' 10' t0'X19' Dl1MPSTER/ 7' SECTION PER (5,677.8 SF) (� fPOr-LF OR ROTOR 5Pt2INK R A5 5F'FCIFIFI7 ON PLAN VV1;A1} tZMATX 906E 17�AIN VAl VF MAIZKI%►Z RECYCLE ENCLOSURE 5 DETAIL 1 /C2 I I I 5FT FLU5H W/ FINI5H . W/ 6' SIGHT OBSCURING Ukn4 f A) S 40, I t w A nM 16AJ� �X 5M. ELL AT PAM OF FENCE do GATE tt IM r- WING JOI+I'f MAM FX 5i1�Ff FLL S — CI-A55 200 !''VC W/ GUf & FLAIIZFb DA5F, � 90 (S 89'05'44" E) (2) PLACES IANI7 (1) 12" 5CH 80 pVC NK. t3IZA55 tvwNNtA1. I7IZAIN VALVE. Nr II C " © 2 9' 10' I \� 5CH80 NINES IN 3" LONG. 3 () i _ CI.A55 200 I'VG LATERAL LM ANn 5CH 40 t1:F OfZ FLL , C � (3>454 SF) N 2, .� P � ,�, 5CH 80 I'VG 90 FLL. " I I - N— — — — — — — I TIME 5WING JOINT 05M A55� MMY MfA�L '`9 �° " 2 c F �A,vF�I it M N. LONG li I I (0147 0 DOCK- �' �' 10' N,T,S, "" �. 1 5 REV. 11-14-01 PER CITY COMMENTS. --- p 0 -J Fl� h "� >I � itC4I r- II I I 63' II �� II I C C II � - �I � �► I� I C I I ►I II I III II II fl I ❑ 1 — I 184.5' 11„ (S 00'45'00" W) - - - - - - - - NEW BUILDING "B" N I 16,594 SF, SPRINKLERED "--———— — — — — —— Q ) LEASE BAYS 3./7. 36'X90' (3,240 SF) TYP' ` I 12'/14' TYP. 11„— — — — — — — — — — — — Q o 00 I (3,420 SF) +ti l -� 90' (S 8915,00" i i . •... .• •.{. .. ._a.. 6.-ma. .. . . .. ••.. m.. .. aw, MANUAL P"N VALVE A55F MMY ; 'rAJL- 10 N,T 0 146 mS, 5' (5,691.5 SF) 3 I NEW BUILDING 6 00 I 21,966 SF, SPRfNKI.FRED q 3•/7' TYP. 0 E------------ P 3 d^ I EX. GRASS FIELD N D'� 3'/7' TYP. (5,691.4 SF) I 12'/14' N 12' TYP. TYp. 40' DOCK - HIGH - - - - - - - EX. OLD WOOD i 9'/10' I FENCE PROPERTY LINE DURABLE METAL SIGN I "NO UNATTENDED (4,905.4 SF) 8' 5' 17' �VEHICLES - FIRE ACCESS" * I 5' 100.47' EX, CLF E. 1.7' 1 FIG;) ) (S 8915'00" E) 0,"CLF 15 R.O.W. DE ICATION I `ROW OF POPLARS N. 4.4', I I ON PROPERTY LINE I \ EX CB TYPE II 48"0 RIM=50.00f IE=46.32 EX. F.H. RRIGATION PLAN PARK 280 - BUILDINGS "B" & MR. HENRY HEBERT 2020 'A' ST. S.E., SUITE 101 AUBURN, WA 98002 PH: (253) 931-8888 FX: (253) 931-0186 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 POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION., Date: 4-23-01 Scale: 1" = 30' Drawn By: D.B.L. Approved By: Revised: 11-14-01, 12-05-01,44e to EAGLE DESIGN 26007 NE 27th DR. REDMOND, WASHINGTON 98053 TEL. (425) 898-8833 FAX (425) 888-2184 r i. A•I `Is , 1 ' ►17.1 i. ftee4 IR- 2 Of z @ o!4 10 OF 10 S 277TH ST U bt 9C-D •� z r -Ji t•� 1 .5 R.O.W. TEL MANHOLEFACILITY EXTENSION PROJECTS. Q I - -- 3 WORK FOR ALL PUBLIC & U i +- DEDICATION TEL RISER ° \ M EX. CL 3.6 ANTICIPATED 0 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, m Z o ono �. POWER POLE LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES ORro I i _ _''J IE = 48.80 STREET LIGHT UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE w N r� I J r 94.02' (S 88'01'07" E OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION THE CONTRACTOR w "�' f ) EXTRUDED CURB r � 5 c'J I I f - �� 49 00 I �- INSTALL: SHALL CALL ONE -CALL � 1 SEWER, 4GAS 5555) POWER,R UTILITY TELEPHONE AND LOCATIONS TELEVISION). ( VICINITY MAP � � cn L SILT FENCE AS 50.00 1 SANITARY SEWER,NTS � � W ®�`' SPOT ELEVATION 1uj O SHOWN PER C.O.A. ��' 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE DEV-6 (TYP.) SILT FENCE • NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL SITE DATA W z Lo tv _ "V" DITCH W/ --"-'�--� POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION v=iCD III � I L +� 4- ¢ GRADE TOE OF ROCK CHECK ©� f_, AS REQUIRED BY LAW AND REGULATION. SITE AREA..............................3.02 ACRES TOTAL AFTER DEDICATIONS (0.86 AC AND 2.16 AC) ZONING....................................M1 (SITE do ADJ. EXCEPT EAST OF "0147" IS "I") $ I °tx I I `' '�� -- - 50 - - 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING W _ N SLOPE TO DRAIN CONTOURS 50 = ors II � � SOUTH ®0.2r � PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE OWNER INFORMATION : O � 00 d- m W I "' ROCK QUARRY SPACES CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT I ��.o TO THE APPROVAL OF THE CITY OF AUBURN. CONTRACTORS AND THEIR 5 P j N Z a> fill 40 W II N I ( 63' } �, SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND MR. HENRY HEBERT Cam. V_ ¢ %... o PROPERTY SUFFERED BECAUSE Of CONTRACTORS OPERATIONS OR NEGLIGENCE 2020 "A" ST. S.E., SUITE 101 Q 3 I N t?-$ EX. GRASS FIELD AUBURN WA 98002 MATCH EX. GRADES 0 u U.GU -"'� '�"' �, TYPICAL U.N.O. CA'LE FI`,ER I C* I g $ PROPOSED tk N • N I ► I BUILDING PAD "A" �' - i S F.F. = 50.50, TOP OF FILL PAD = 50.00 2` cv INSTALL: 5.0' TO TOP ck: + -- TEMP. "V" DITCH 0 OF FILL 111" I 0.4% MIN W/ ROCK N CHECK DAMS PER ► ------ --- I I C.O.A. DEV-9 (TYP.) 1.12' (FUTURE I I m BUILDING) I If i -•�• -�--- INSTALL: ' I 51LF OF TEMP 12"4 rx� t��' GRADE TOE OF F x- 1 NC I I I D.I. SO 0 0.4X, /+-----+-- - IF 746 34 �1 I I v �,� I MOUND F1LL TO EASTEO 0.To TO DRAIN ' I r� PROVIDE 1 MI r 5.0 TO TOP COVER EX. CLF =. 2.8' (FENCE) OF FILL 173.13' I I IE = 2 ' '� S 89'05'44" E 1.5'(+ - EX. CONC I EX,. LUM. # o -SLA.B �� 1.0 �. 48.28 +---- 94' . S 89'15'00" E --- 2 _ _ _ - 36, c I T� - O S 89�5'44" E -189. - 100'`' _ _ . _ ............ _ . _ =- - IE _ ' ' - -- - - ......... _"`♦.'"50 '_" B.N. RAIL ROAD R.O.W. t a i I� + C] -- -- 48.40 I I IE = I j I 100.47 J _ - °1 _ _� 47.58 ��(S 89�05'44" E) o �- o� o 0 00 + to o`i 0�� 0 o INSTALL: 25 XSO 48.0 t, <, 0 t EX. HOJSE r�� + EX. 12 " ('('NC O 0 ° <i 00 0 � c TEMP. CONSTRUCTION 0 ENTRANCE PER TO BE + + IL= 45.8h ° o " 0 0o C C(D_ 00 0 ✓30 o C.O.A. DEV-5 REMOVED ,;� 40' +� 0 0 0 0 00 __ INSTALL: 42 LF I� I ;1 �° ( 50 94' -+ (S 89'05'44" E) - ~ �� . �ti + tl��. TEMP "0 CMP PIPE MATCH EXIST. � }---t -- ---- I DITCH INVERT ELEV. I1 48.50 IEFxI_T 3.5LF 12"0 TEMP N E.O.P I� I �.� ��. ..�� ...�..► _y47„44 CMP 0 = 0.4& �n MOUND FILL TO E x1ST -- - I ll + I 15' R.O.W. PROVIDE 1' MIN. N TCH - - - I� I DEDICATION COVER I I ANTICIPATED �� lit, lb ' I INSTALL: + TEMP. "V" DITCH 0 f� r� n FIE i �- 63' I 0.5% MIN W/ ROCK 1 II CHECK DAMS PER I II i C.O.A. DEV-9 (TYP.) 40' N PROPOSED +��, N BUILDING PAD »C„ EX 12' coNC . II N PROPOSED 0 IE= 46.05 II I „ „ + F.F. = 50.50, TOP OF FILL PAD = 50.00 II rl I BUILDING PAD B _ 1 w I t'1 I F.F, = 50.50, TOP OF FILL PAD = 50.00 G2 I I 184.5' (S 00'4500 W) INSTALL 10 LF OF +t7b. c�tk_ 40 TESC/SETTLING .I ► �� I PERMANANT 15" �� + II A I D.I. 0 0.7r INSTALL: � DIET. VOL. REQ'D = 10,003 CF i I t` I TEMP. "V" DITCH 0 DET. VOL. PROVIDED = 10,211 CF ' : �� t I _...�_ .�_. _,,,�_,_. ,�� 0.4% MIN W f ROCK WET POND VOL. PROVIDED = 4,869 CF EX. 12" G )Id t. _ I g4, CHECK DAMS PER �' Ln TOP ELEV. = 50.00 IE=46.05 I� I ill I 4 = I INSTALL: 1 DEPTH-\ RETAINING C.G.A. DEV-9 (TYP,) BOT. ELEV. (LIVE STORAGE) = 46.50 t I II j I 41.60 RIP -RAP W/ 6"-8" (S 89`15'00" E) WALL PER �_-_- I QUARRY SPALLS 5 G3 INSTALL: 7 LF TOP DEAD STORAGE ELEV. = 46.50 I o _ I r. / " BOT. DEAD STORAGE ELEV. = 43.50 TE C POND OVERFLOW I I - v (T�) �� OF TEMP 12 0 a _+ S .0 TURE PER DTL �3 I I 50 WET POND BERM ELEV. = 50.00 ts� ' � CMP SD 0 0.096 -� 26LF 15"� + ** THIS POND WILL FUNCTION AS THE I I V. 2 I PERMANENT DETENTION 4.2 CELLD.I.P. 0 1.8% I I I � 46.5 ^, G3 2 ' 20' LOCATED IN THE S.E. 1 /4 SECTION 36, T22N, R4E, W.M. AUBURN, WASHINGTON 'c _r LEGEND - DESCRIPTION NEW EXISTING .) 1 _ Y STORM SEWER SD SD I --- - - - - -- EX. EDGE ASPHALT ------- �� k -- - - - SANITARY SEWER- ;_ S. 280TH STREET / 4�THI 'ST. N.W. -+ ---_------- WATER - - - W - -- I �� _ FIRE HYDRANT 0-I 'O� try - IX. EDGE ASPHALT �`}L <3� CATCH BASIN ■ -_ 0 S 88'01 b7" E 17 ��•:_ SS MANHOLE .1 a SO MANHOLEO I I �E'�; BWF r bib \ - - -------- WATER VALVE p1 j I E 16' N' C?) L' ��i��i�' �i•i' ' �, 1 1'1 RIP-RAPIE INSTALL- 1' DEPTH 46.50 INSTALL: SILT FENCE AS SHOWN PER C.O.A. DEV-6 (TYP.) 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 TRANSPORTATION (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 CONSTRUCTION NOTES, STANDARD DETAILS AND SPECIFICATIONS AVAILABLE 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 44TH ST NW 167 S. 280TH ST. -% SITE r AUBURN m 42ND ST NW CONNECTED WITH THEM. ' PH: (253) 931-8888 FX: (253) 931-0186 a 3 PROJECT SURVEYOR: TJC SURVEYING m Q 1189 McKINLEY STREET ENUMCLAW, WA 98022 PH: (360) 802-0652 LEGAL DESCRIPTION THE WEST 362.5 FEET OF TRACT 24 AND THE WEST 1 ACRE OF TRACT 26, ALL IN WHITE RIVER VALLEY HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 13 OF PLATS, PAGE 17, IN KING COUNTY, WASHINGTON. _ 0 h- PARCEL NUMBERS ©oO 936000-0163 (NORTH), 936000-0147 (SOUTH) o DATU M: (NGVD 29) ° - Q VERTICAL DATUM - CITY OF AUBURN cl- o " � N TO BE SET BY PROJECT SURVEYOR DUST CONTROL NOTES 1. CONTRACTOR SHALL MINIMIZE THE PERIOD OF SOIL EXPOSURE THROUGH USE OF TEMPORARY GROUND COVER AND OTHER TEMPORARY STABILIZATION J PRACTICES SUCH AS SEEDING AND MULCHING, AND EROSION BLANKETS. + 2. DURING CONSTRUCTION AND DRY WEATHER, SPRINKLE THE SITE WITH WATER .� LA_UNTIL SURFACE AREA IS WiEf. REPEAT THE PROCESS AS NEEDED DURING ' APPROXIMATE FILL z C U T TYPE THE DAY. MATCH EX. GRADES 3. ALL TRUCK TRAFFIC MUST USE THE WASH PAD AS DESIGNED AND SHOWN It TYPICAL U.N.O. SPECIFICATIONS_ FOR STRUCTURE FILL ON THE T.E.S.C. PLANS TO PREVENT CARRYING MUD INTO STREET. L� g FILL MATERIAL TO BE CLEAN, WELL GRADED COMPACTIBLE MATERIAL PER THE 4. ALL OPEN OWED TRUCKS TRANSPORTING FINE MATERIAL TO THE SITE MUST Q Z PROJECT SOILS REPORT (CLASS "A" RECOMENDED, CLASS "B" W/ OWNERS BE COVERED TO PREVENT DUST FROM BLOWING FROM THE TRUCKS. •C[ •'t AUTHORIZATION) WITHOUT WASTE AS DEFINED IN WAC 173-304-100. SEE ' $ 5. DURING CONSTRUCTION, ALL PROPERTIES AND ALL PUBLIC STREETS ADJACENT N PROJECTS SOILS REPORT BY EARTH CONSULTANTS FOR FURTHER SPECIFICATION/ GRADE TOE OF INFORMATION EARTH WORK VOLUMES: TO PROJECT WHICH WILL BE USED BY CONSTRUCTION TRAFFIC SHALE BE KEPT � -- 0 00 SLOPE TO DRAIN CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTIDN. n M o SOUTH 0 0.2� EST. CUT = 2,500 CY (INCLUDING STRIPPING)* 6. MINIMUM OF ONE WATER TRUCK SHALL BE AVAILABLE ON -SITE AT ALL TIMES = EST. FILL = 7,000 CY DURING CONSTRUCTION. cN IE= 41,715 * CONTRACTOR TO VERIFY 0 3 � 33 EX. GRASS FIELD SPECIFICATIONS FOR GRUBBING ALL AREAS TO BE GRADED SHALL BE CLEARED OF VEGETATION, $ BRUS11, AND ANY OBVIOUS EXISTING DEBRIS, AND STRIPPED OF ANY F ^, TOPSOIL AND UNDERLYING SOILS THAT ARE SOFT, LOOSE AND/OR CONTAIN SIGNIFICANT AMOUNTS OF ROOT AND OTHER ORGANIC w -4- 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. PROJECT REF: GRAOO-0030 �,N FP e STRIPPING SHOULD EXPOSE MEDIUM DENSE, STIFF, OR MORE �� dF WP'%)- COMPETENT, NON -ORGANIC EXISTING SOILS. SEE PROJECT SOILS THESE PLANS ARE "APPROVED" FOR CONFORMANCE tic REPORT FOR FURTHER SPECIFICATIONS. QUARRY SPALLS + PVC SDR-35 EX. FENCE INSTALL: PERMANANT ROW -) POPLARS FOR SCOUR IH I, PVC MR-35 + INSTALL: , TYPE I 0 1.8% N. 4.5' CB1, TYPE II-48"0 GN PROPERTY LINE N. 4.4' PROTECTION SOLID LID �b� + 0 0.09: a MATCH EX. GRADES 0 RIM = 50.20 TO BE REMOVED G3 G2 TYPICAL U.N.O. Go NE=48.10 SITE BENCHMARK' F - - EX. CLF E. 1.2' 10' EX. OLD WOOD FENCE PRCPERTY LINE tk 1t' _ X. C-F E. 1.7' 0 lotf IE= 47.60 RIM =48.80 i II--- - �1 IE = 4s.62 GRADE TOE OF SHEET INDEX IE=45.86 o I INSTALL: GRAVEL FILTER WINDOWSLOPE TO DRAIN t11-48 Y' �h I CB J3, TYPE "0 PER DTL 4/G3 -- I RIM = 50.00E \ GRADE & FILL PLAN SST . °2� .IE = 46.32INSTALL: PERMANANT ROUGH G1 GRADE &FILL PLAN END OFCB #2, TYPE II-54"0 G2 SECTIONS, NOTES & DETAILS -� - _ '>W LOCATGR U10LF 8 0 PER DTL 3/G3 1 =30 PVC SDR-35 RIM = 51.50t NOTE: SEE PROJECT SITE G3 DETAILS PAINT 9-1 0 6.8X IE = 46.50 PLAN FOR EXACT LOCATION OF PROPOSED BUILDINGS WITH THE CITY Of AUBURN EN1_11 EKING DIVISIONS iP v, REQUIREMENTS LP �' ,p 27060 APPROVED BY: DATE APPROVED: �� ( EMS 3A/2003 7l. L rle> / RECORD DRAWING CERTIFICATION DATE DEC 2000 THESE DRAWINGS CONFORM TO THE CONTRACTOR'S DRAWN BY CONSTRUCTION RECORDS. J.R.P. BY: DATE: DESIGN BY UTILITY CONFLICT NOTE: TITLE/POSITION A.F.P. CAUTION: CONFIRMED BY CITY DATE: JOB NO. 00--077 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 a AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. REV. DATE BY DESCRIPTION SHEET NO. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL OF 1 05/08/01 J.R.P. UPDATE POND OUTLET 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 2 07/19/01 G.MO PLAN CHECK REVISION 1 ©F ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE 3 07/25/01 G.MO PLAN CHECK REVISION 3 CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. F14 0.1 D 17 Z3 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 WTH ON —SITE WORK. 3. FINISHED GRADES SHOYM ON SHEET G1. REQUIREMENTS FOR EXPOSED SOIL STABILIZATION DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING TO THE FOLLOWANG 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 M 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 APPUCATION PRQPORTI(M BY IMT % Mly x GERMINATION KENTUCKY BLUEGRASS 30% 85 80 (A PHI BARON OR EA —KING) CREEPING RED FESCUE 407o 98 90 PERENNIAL RYE 30% 95 90 (DERBY OF PENNANT) TOP OF POND INCASED IN CONCRETE EL 50.00 (MIN) 15" RISER PIPE TOP OF POND 56 ............................... ...... ........................... ....... ... ........ ............................................... ........... ........................ 56 STAND PIPE -"� 50-00 OVERFLOW RISER OVERFLOW ..... EL. 49.50 EL— 49.00 1' MIN. FREEBOARD X Y' . ,...:..:................................................ 54 1As— \0 0 0 00 1 1W WASHED ROCK 54 ................ ....... 15 R.0. 0 DEDICATION :: WATER TIGHT0 0 GRAVEL CONE 2 5' &3' 94' SEAL a 0 0 1 G 112 E INSTALL SILT25 LF 15" PVC FENCING ARZON. SDR-3 A 0 0% 52 .. . .... ........ .............. 52 y tN V. ELEV.0 0 0 05GRAVEL CONEEXISTING C PROPOSED EA 46.50 0 0 ST � B" STREET N.W.x o°.MATCH EX =80TH AVE S. I » �� GRADES ® CjR BUILDING PAD. Ail A 1 � WEST. R TYPICAL ,. �A, 1 .. F _: 50.50; 70P: OF FILL PAD 50:00 o b ,.o �p ............ .......................... .................... ............................ _ _ -- - - 3.0 F �• 50 11 111='— SEDIMENT STORAGE DTI T I1 �I-' ;0`. AREA r III I I_I ORIFICE ELEV = 44.50 ° b v o 48 .._..............:.....:..:..............1...:..:.. ............ �lll. ..........�_ _y � ----. .................... opt I. I .. ... :r ... 4$ DRILL A 3Y4" DIA -- ... 'EXISTING GRADE HOLE IN A 12 GA METAL, �`,C►� �. , INSTALL. INSTALL GRADE TOE OF PLATE WELDED TO THE BOTTOM EL= 43.50 SILT FENCE AS I C' TEMP.: "V" .DITCH A SLOPE TO DRAIN BOTTOM OF THE RISER =1 J SOUTH • 0.2% PIPE j .. SHOWN PER C.O.A. "I —a C 0.5% MIN W/ ROCK; 1" DI , 40 HOLES MIN. i 10" DEV-6 (TYP) I CHECK DAMS PER 4 46 :�ti..... G.O.A. DEV-9 (TYP.).. 4 WITHIN THE LIFTS OF THE 0 C PERFORATIONS SHALL 6 GRAVEL CONE EX. ROAD SIDE �flL R.O.W.TG BE PLACEDDITCH R E.O.I.: SIDS FOR STREET CONSTRUCTION (OR: IT : VMl : BE : .. EL 42.50 SLAB ON REMOVED AND REPLACED AT:: 6" COAWC COMPACTED GRAVEL BASE . BASE THE TIME SITE R.O.W: - COM .........................: _...... _ .. I ......... ..................................._..................................................................................... _ .._ i'� T r c r% DAkin n11CD1171 null CTRI IN"TI IRr' RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION CONFIRMED BY CITY DATE: 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 A 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, 7K CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. PROJECT REF: GRAOO--0030 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGI�tEERING DIVISION'S REQUIREMENTS C P of I1011°I APPROVED BY: DATE APPROVED: 7127%d REV. DATE BY DESCRIPTION 1 07/19/01 G.MO PLAN CHECK REV ON 2 07/25/01 'G.MO PLAN CHECK REVISION 3 1 fZ6 (ct I►f � u K N W C) ---� Q t) Lj Z in 0 CJ LLi Ln F I a Ac iF- co q* CD 00 cv DATE DEC 2000 DRAWN BY J.R.P. DESIGN BY A.F.P. JOB NO. 00-077 SHEET NO. G2 of 3 2 03 .D / 7 �.S 15" 1 F OUTLET TO DITCH 6' PERIMETER CHAIN LINK FENCE (TYP.), WHERE OCCURS SOUTH - PROPERTY LINE 52 ............I .................. MATCH EXIST. GRADE ® 49.00 (t) PROPERTY LINE 48 ............................... RETAINING WALL PER DETAIL 5 G3 44 ............................... 4.33' 40 .............................. . 1.0' FREEBOARD r-100YR W.S. ELEV. = 49.00 ELEV 50.00 -- -� ELEV. = 46.50 -_--1 I l=-_- BOTTOM ELEV. 43.50 10.0' 5. 0, 0.67' T.E.S.C. POND SECTION (LOOKING WEST' SCALE: 1 "=4' HORZ. 1 "=4' VERT �- PROPOSED GRADE 19.5' PROPOSED BLDG, PAD "B" EL. = 50.00 _"............... - .48 EXISTING GRADE I .....I ........................ 44 ............................... 40 50............................ . ELEV. 50.00 RETAINING WALL PER DETAIL 5/G3 127' 1.0' FREEBOARD im 100YR W.S. ELEV. = 49.00 PROPOSED GRADE W.S. ELEV. = 46.50 -- ELEV. = 47.50 ELEV. = 47.50 ! SEE DETAIL -- I 4/G3 44 .......... ................... -- M BOTTOM ELEV. = 43.50 9' _i ti' Is l 5' III 3S' II�) 5' It 42........................... ROUND SOLID COVER TOP OF BERM FRAME AND LADDER MARKED "DRAIN" DIVIDING POND ro X OR STEPS OFFSET SEE WITH LOCKING BOLTS, INTO TWO CELLS PLAN VIEW ABOVE. RIM 51.50 (f) EL = 47.50 acp O O TOP OF RISER PIPE - --- -- - \2' ``30015" CAP, RUBBER fOF ST TOP ` C. Cj0GASKETDEVELOPED , c `� O3"XO.90 CAGE STAINLESS STEEL �-� STANDARD GALVANIZED 100YR EL = C 00 SUPPORT BRACKET W/ TURNBUCKLE STEEL LADDER/.STEPS 49.00-- c_� (_� ANCHORED TO CONCRETE WALL �� 0 12 0/CBOTTOM OF (MAX 2' SPACING). MIN ONE POND EL. --- 5 MINIMUM 49.00 MAX. --� SUPPORT. d ° - ;S A.C. OR PVC MANHOLE ADAPTOR LX SECTION Y -Y "0" OUT WATER TIGHT 0.447 CFS CONNECTION (SEE POND ON SHEET C3) CD 2 (100YR) 15" INLET D EL. 46.50 15" OUTLET IE 46.50 ° ` .7IE 46.50 FROM PONE PLAN VIEW 15X15X15 PVC x NOTE 18" THICKNESS 5 M"MUM 1 W-4" WASHED 3 1"=2' TEE, RUBBER THIS CB WILL BE MODIFIED TO A CONTROL ROCK CORE 1 �" GASKET JOINTS 7 STRUCTURE DURING THE CONSTRUCTION OF 2 c >0 0 0 2 i (REMOVABLE) 6" MIN. a THE PERMANANT STORM DRAINAGE FACILITIES 1 (� { �Qj 0 0 >�� ` NOT o PER FUTURE CIVIL PLANS PREPARED BY I :, :.'. _;.�.:.. #5 X 3-8 1. I 1. PIPE SIZES dt SUES: SEE PLANS. `1' POE ENGINEERING INC. QUARRY SPACES a's < ®15" 0/C 2. OUTLET CAPACITY NOT LESS THAN COMBINED INLETS LAYER } 3. METAL PARTS: EL. 44.50 I .E = ':44€14 ° . . m c A) CORROSION RESISTANT OR GALVANIZED OR ALUMINIZED TYPE II (ELL POND _- -_ CELL POND B) IF GALVANIZED STEEL PIPE, HAVE ASPHALT TREATMENT I BOnq� _III �I--_ 4. FRAME do LADDER OR STEPS OFFSET ..0: _ T-= I =1 i---i i--I ! 1= (I 1-=1 11= =1 I I -1 I 1==1 I - BOTTOM! - - - - ; 1= A) CLEANOUT GATE IS VISIBLE FROM TOP NOTE: "KEY" NOT REQUIRED I- - 3"CUR B) CLIMBDOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. POND BOTTOM POND BOTTOM C) FRAME IS CLEAR OF CURB EL = 43.50 EL = 43.50 1'-6" 10 5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D.LESS Ya" � CB, TYPE II-54" (FUTURE CONTROL STRUCTURE) � GRAVEL FILTER WINDOW DETAIL (X-X) lb' 9' T.E.S.C. POND SECTION (LOOKING SOUTH SCALE: 1 "=20' HORZ. 1 "= 2' VERT. 6. 11UT URM TO CITY OF AUBURN SIDS. 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 SHAD, 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 SHO'+MN 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. SCALE: 1 "=2' N.T.S. RECORD DRAWING CERTIFlCATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION CONFIRMED BY CITY DATE: 15' R.O.W. DEDICATED ANTICIPATED �- WEST PROPERTY LINE -- SILT FENCE PER C.O,A. DEV-6 .......I.............I.......50 .............................42 T.W.=50.00 SEE POND SECTION 2/G3 VARIES 48.0 TO 49,0 oCo'�`o0 0 o°o `�c° ° po c 0 #5 ® 12" VERT., 000 ® 12" HORIZ. 18" MIN, 1"(+) ° ° W ROCK,-.,,. .. WASHED, OC. po0oa0 Co°�-oo'l o° BACKFILL o 1VZ"°CLR °°o° N on oU ° c o °,oC°0, � boo 0 = #5 ®12" X VERT. 1'_g" oO°o ooUoeOo °OQ, o 0 0a0..o(7, o o noo (('��o cj �°0 0 0 • cw 9 •FMM4 Z F- 65 C D CN ►'� z c� 00 •-- �� QN w�ol.a �wF5LA- w Cy U L46J p �- cn t � co � �mN c� c m C� F-- 00 C�4 ci CL..� a4 •r coo N :. aa... ..u.l u. .,.. .. s...�.. .. .• .-<.. ....;..��... .. i,t e. t .i..w .-. .Ia °.N Y......;.�.9.. .°.- � --� 0 43.00 (4) �4 CONT -I � �- 8" 2'-0" COMPACT SUBGRADE F TO 90% DENSITY w 4'-2" UNYIELDING, EXCAVATE k RECOMPACT PER SOILS REPORT 5 POND RETAINING WALL 1\1G3 N,T.S. PROJECT REF: GRAOO-0030 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERIN DIVISION'S REV. DATE BY DESCRIPTION REQUIREMENTS Cf o- ZZ�oi 1 07/19/01 G.MO PLAN CHECK REVISION ' e APPROVED BY: 2 07/25/01 G.MO PLAN CHECK REVISION �.eiv+••�r S-�e�i� DATE APPROVED: -211:1Q 1 F I I LAJ 0 DATE DEC 2000 DRAWN BY J.R.P. DESIGN BY A.F.P. JOB NO. 00-077 SHEET NO. G3 OF 3 PF 1* ate a o (- .3 O3D 02S