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Home My WebLink About02D1702UTILITY 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. SITE PLAN NOTES: 1. FLOOR DRAINS NOT TO BE INSTALLED AT THIS TIME. IF INSTALLED LATER THEY SHALL BE DIRECTED TO THE SAN, SEWER VIA AN APPROVED OiL/WATER SEPARATOR. 2. OUTDOOR LIGHTING FIXTURES SHALL BE SHIELDED AND DIRECTED TO AVOID LIGHT SPILLAGE ONTO ADJACENT PROPERTIES AND AVOID GLARE FOR MOTORISTS TRAVELING ON ADJACENT STREETS. 3. STREET CURB SHALL BE PAINTED WITH FORMULA WID-Y1, FIVE FEET FROM EACH SIDE OF DRIVEWAY. IN ACCORDANCE W/ ACC 18.52.050 (C) PARKING LOT LIGHTING MUST NOT EXCEED Vh FOOT CANDLES AT THE PROPERTY LINES. 4. POST BUILDING ADDRESS W/ 18" HIGH LETTERS ON FACE OF BUILDING AS/IF REQUIRED BY THE CITY OF AUBURN. 5. CONTRACTOR SHALL COORDINATE POWER, CABLE, PHONE & GAS SERVICE W/ UTILITY PROVIDER. CONTRACTOR SHALL COORDINATE POWER, CABLE, PHONE & GAS SERVICE LOCATIONS W/ DEVELOPER/BUILDING OWNER. 6. IN ACCORDANCE W/ ACC 18.52.090(8)(4) ALL COMPACT STALLS MUST BE CLEARLY IDENTIFIED ON -SITE THROUGH PAINTING THE WORD "COMPACT" IN UPPER CASE BLOCK LETTER USING WHITE PAINT ON THE PAVEMENT WITHIN THE INDIVIDUAL PARKING SPACE. 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 FPE-CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GCVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTOV (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEINER, GAS, POWER, TELEPHONE AND TELEVISION). 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE CITY OF AUBURN. CONTRACTORS AND THEIR PERSONS AND EX. 6' _- FX TRUDED l;URB i'EX..A.SPH ASPHALT i ARD; CLF 0.7'- (EXIST. ASPHAL-- YARD) I:X. lo, HIGH i ;Y J WALL X M:.TAL SH_D / ��i F S. 1,1' N 8957'22" W - 172.50 ASF;-IALT (- 2.74' PROPERTY vnG-) LOCATED IN S.E. 1 /4 OF SECTION 11, T21 N, R4E, W.M. AUBURN, WASHINGTON S:URETY HALL BE LIABLE FOR INJXIR r-) AND DAMAGES TO n � • �� - l PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE �r CONNECTED WITH THEM. . > 54.27 1 54.27 r- 1� ■ Ln CL.F N. 1.8' 60.00 EX:. L/S EX. DjW 17476' EX) 20' R - ?e- �a _.Cr�7="'c7�"� ,C�,n-SJ"._.ti..�... v , v P °P P . NEW 7.5' CONC. S JW -- -- - -- ---- I:X. CO�NC. SjW d I PER C.O.A. STD DTL -- STSW-2 --SS-------t----------5';-- -- - -- - -- - -- - -- -.S �. - ---- - -- -- -- -W --- - - -- - --W-- - --- - ------ Al -- --- �- -- - - r Ex. 12" W CITY 'ECORDS) EX. CONC, 5/W o Ckf EX. L; W / EX. 0,1Y" \ i N 89'57'22" W 172.50 (+ 2.74' PROPERTY LINEADJUSTMENT lM r' I'm r' " 71 U - -- CLF W. 0 8' I 2' (HOLD) I I I ST. NW i26TH ST. NW 22ND ST. NW r a 15 R sr. SITE 14TH ST. NW 29TH AUBURN ) ST. NW NW �� J J M O W C' CV00 ,.r7 • N� w c" o t. „gyp = R 00 I VICINITY MAP W o 0 _j W Z LA_ �loS; I SITE DATA N.T.S. EA,SEttiE'vT SITE AREA.. ......... ...... .87,114 SF TOTAL, 2.00 AC (LOT 1 = 1.01 AC., LOT 2 = 0.99 AC) v w o ZONING ........................... M1 (SITE & ADJACENT) Q �#- = OCCUPANCY ..............:. B, S1, F1 I CONSTRUCTION ................ .5Nco W _� W SPRINKLERS ...................... YES CO Ck: o I SETBACKS (REQUIRED): C .-.� M M Z 1b I FRONT .. .... ....... ...... ..20' S r i N '- SIDE..............................NONE, 30' ADJ TO RESIDENTIAL, 20' STREETCD U v- `� I 0 z REAR ......................... NONE, 30' ADJ TO RESIDENTIAL CLF W. �0.9 I SETBACKS (PROVIDED): BUILDING 'A" BUILDING "B" - - - NORTH.......................2' 2' SOUTH .................... .114.94' 96.47' (+} 3 co I EAST ............. ...... .1. 5' 2' o I WEST .............................2' 1.5' 2 TORAGE I `N I BUILOI IG AREA.. . . ....... .... .. 19,571 SF + 19,945 SF + m 2,507 SF MEZZ. 2,533 SF MEZZ. X 2 I ALLOWABLE BUILDING AREA: BASIC ............... ............. 8,000 SF 8,000 SF m SPRINKLER INCREASE_ .300% 300% 71T SETBACK INCREASE ..... .. N/A N/A Jd I I ALLOWABLE AREA........ = 24,000 SF = 24,000 SF I I PERCENT SITE COVERAGE ...... 44.5% 46.3% � PARKING REQUIRED: r-- . P I OFFICE ...................... .2,507 SF/300 2,533 SF/300 * MANUFACTURING........ ...4,893 SF/1,000 4,986 SF/1,000 CD CL � 14,678 SF/2,000 14,959 SF/2,000 WHSE TOTAL .............. - * TOTAL STORAGE.... 21 STALLS 21 STALLS "'�cC PARKING PROVIDED...............21 STALLS (1 H/C) 22 STALLS (1 H/C) Li d - - --- ( * BASED UPON 257. MANUFACTURING & 75% WAREHOUSE/STORAGE � w OWNER INFORMATION SURVEYOR: °° I k MR. CHARLES TURBAK TJC SURVEYING 3' I 3402 W. VALLEY HWY N. SUITE 101 1189 McKINLEY STREET I ( AUBURN, WA. 98001 ENUMCLAW, WA. 98022 PH: (253) 939-1800 PH: (360) 802-0652 F r - - - EX. CIRT FX: (253) 939-9398 x a`:cEsS' LEGAL DESCRIPTION { C '46, I LOTS 1 & 2, AUBURN PARK OF INDUSTRY DIVISION 3 ACCORDING I .TO THE PLAT THEREOF RECORDED IN VOLUME 122 OF PLATS, (-CLF CAR PAGES 85 & 86, RECORDS OF KING COUNTY, WASHINGTON. - E. 0.9 � I SITUATE IN SECTION 11, TOWNSHIP 21 NORTH, RANGE 4 EAST, t W.M., CITY OF AUBURN, KING COUNTY, WASHINGTON. \� DECIDUOUS ]SURVEY DATUM (NGVD 29) CITY OF AUBURN BENCHMARK NO. 30F, ELEV. 57.05, SURFACE BRASSY e IN \ / INTERSECTION OF 15TH ST. NW AND WEST VALLEY HWY. N. 59ro2,52" PARCEL: w 50.00 030352-0010, -0020 . L=51.53 I \� -- P - - ---- EX. ASPHALT `i' __--E:. cOhlc. G 1TTEF- SITE BM I ; SHEET INDEX 0 0 A - RELOCATE I, RB `--YP. I ELEV.= 59.06' EX. F.H. & ROLLED C ) I I SHEET TITLE -----��-----�----------SS-------- -- 14TH STREET N.W.,--___�_____ __}---- -- -----� -- - /- � -� DEVELOPMENT CIVIL PLANS (FAC 01-0030) S 89'ST22" E / I ,��: - ' 'jam SDCE #4 TYPE L Cl SITE PLAN (GRA 01-0019) __ _ __ �; C2 T.E.S.C. PRELOAD PLAN - -- - IN - -- - W ----- -F>:} } --- -- --- �a- _- -- _, I RIM= 8.68 / F2 - T C3 STORM DRAINAGE &GRADING PLAN F EX. CONC. GUTTER r1 I ' 21" IN SW OUT E IE=54.58 & ROLLED CURB (T"P.) C4 WATER &SEWER PLAN r C5 NOTES & DETAILS C6 SECTION, NOTES &DETAILS ?-- ------ --PWR- --�--- - --- - -- -- -F�NR - --� - - - - ---- - - --- -_Py _ - �_---- -- --- -- - \ NI \\ ..-\�-_. SDCB #1 T"PE 1 SDCB #5 TYPE _j 8" OUT SOUTH IE=56.97 RIM=58.11 (BROKEN CRATE) SDCE; `2 �: 8 IN N., OUT S. 'E=56.01 CONSTRUCTION SEQUENCI E 2 (NEW) 12" E=56.97- TYPE 2 T PLAN 1. ATTEND PRECONSTRUCTION MEETING WITH THE CITY OF AUBURN (C.O.A.). 2. ESTABLISH CLEARING AND GRADING LIMITS. 3. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE, 4. REMOVE/ABANDON EX. SEPTIC SYSTEM AND/OR WELLS PER CITY OF AUBURN, STATE & FEDERAL GUIDELINES/REQUIREMENTS AS REQUIRED. 5. CONSTRUCT POND, OUTFALL, DITCHES, FILTER FABRIC FENCES AND OTHER EROSION CONTROL DEVICES AS SHOWN. CONSTRUCT PERMANENT POND AS SHOWN. 6. ALL DITCHES AND SWALES AS SHOWN SHALL BE INSTALLED TO DIRECT ALL SURFACE WATER TO THE TEMPORARY SEDIMENT POND AS CLEARING AND GRADING PROGRESSES. NO UNCONTROLLED SURFACE WATER SHALL BE ALLOWED TO LEAVE THE SITE AT ANY TIME DURING THE GRADING OPERATIONS. 7. GRUBBING & GRADING MAY BEGIN. 8. OBSERVE REQUIREMENTS OF PROJECT GEOTECHNICAL REPORT BY EARTH CONSULTANTS, INC. DURING ALL ASPECTS OF PROJECT GRADING, FILLING, BUILDING SUB -GRADE PREPARATION & PRELOADING. 9. WORK YWTHIN R/W (IF ANY) SHALL BE LIMITED TO 45 CONSECUTIVE DAYS. CONTRACTOR SHALL COORDINATE WITH CITY OF AUBURN REGARDING TIMING. 10. GRADING & BUILDING CONSTRUCTION MAY BEGIN. CONTRACTOR SHALL WATER THE SITE AS NECESSARY TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY DURING DRY PERIODS. 11. CONSTRUCT UTILITIES & PERMANENT STORM CONVEYANCE FACILITIES. 12. COMPLY WITH THE GRADING, DRAINAGE & EROSION CONTROL NOTES IN THE CONTINUOUS OPERATION AND MAINTENANCE OF THESE FACILITIES (GRA 01-0019 PLANS) 13. PAVE SITE, CLEAN ENTIRE STORM SYSTEM, SWEEP STREETS AS DIRECTED BY THE C.O.A. INSPECTOR. 14. REMOVE EROSION & SEDIMENTATION CONTROL MEASURES UPON FINAL SITE STABILIZATION & APPROVAL FROM CITY OFFICIAL. Pr %') I 'r SI RIM=59,O.z 21" IN W., OUT E. IE==55.23 SDCB , 3 TYPE 2 8" IN N. IE=56.40 1 -20' _ RIM=58.14 SDCB #7 TYPE i 21" IN W., OUT NE IE:=54.94 RIM=59.25 8" IN SE IE=55.24 8" OUT NW IE=56.25. LEGEND DESCRIPTION NEW EXISTING DESCRIPTION NEW EXISTING FIRE HYDRANT GRAVEL WATER VALVE WATER METER EH CONC. SIDEWALK CATCH BASIN _ I RECORD DRAWING CERTIFICATION STORM MANHOLE LANDSCAPING '�-_ ,.' SANITARY SEWER MANHOLE U EXTRUDED CURB THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. CONC. RETAINING WALL �� BY: DATE: AC PAVING (HEAVY) � FENCE- TITLE/POSITION AC PAVING (LIGHT) CONFIRMED BY CITY DATE: BUILDING "A" PLANS (BLD 01-0199) Al FLOOR PLAN A2 EXTERIOR ELEVATIONS J S1 FOUNDATION PLAN S2 ROOF FRAMING PLAN EX D/w S3 DETAILS S4 PANEL ELEVATIONS EX. C/W / S5 PANEL ELEVATIONS S6 STRUCTURAL NOTES & DETAILS PROJECT REF: FAX 01-0030 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS CP 6_z2-GI APPROVED BY: , DATE APPROVED- BUILDING "B" PLANS (BLD 01-0200) 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 DEVELOPMENT LANDSCAPE PLANS L1 LANDSCAPE PLAN 11 IRRIGATION PLAN REV. DATE BY DESCRIPTION 1 08/07/01 G.MO PLAN CHECK REVISION 2 08/13/01 A.F.P. PLAN CHECK REVISION 3 08/21/01 G.MO PLAN CHECK REVISION 4 101IZ5109I &. WI A - f5aU-r EXI't6NifS 3 2003 DATE DULY 2001 DRAWN BY G.MO DESIGN BY A.F.P. JOB NO. 01-010 SHEET NO. c 1 0:1 D 170�L 3 LOCATED IN S.E. 1 /4 OF SECTION 11, T21 N, R4E, W.M. EX. 10' HICH N 89.51'" W AUBURN, WASHINGTON NOTE: ALL TREES 2+ NIU c�lALL 572 ARE COTTONWOODS _ _ _ -172.50 TO BE REMOVED 2.50 AS�F H,a�_T - 2.74' PROPERTY --1�-� , _ + 2.74' PROPERTY - EX. " M=TAL - EX 6" YAF C ( E 3 - -- - EX. ASPHALT LINE-NETMENT SHED f LINE ADJUSTMENT 'ONCI'�TE f=ENCf - _ --- EXTRUDI D = 169.76) g UPFVPT C6 -CLF S 1.0' _ YARD ,_6'3 - 175.24') ._ - - ` _ - _ CLF COf�' S.-- CURB-- j _ -- '( 1C„ C''� 1<'" CW 10° CW4F.6" CVdoc ENCROA 1- I I I I'� 5 6„ CW.. - CLF W. 0.8' ECOLOGY BLOCK 10 I WALL - CLF +W. (:.6' \ I NEW LOT - I I - '�� / CLEARING LIMITS LINE POSITION % ! I TYP. 5 , I C6 ECOLOGY BLOCK + MATCH EXIST. WALL j„ /' GRADES 0 t -X. --�PROPOSED BUILDING PAD "A" \ PROPOSED BUILDING PAD B XTRIiDED F.F. = 62.00, TOP OF PRELOAD 64.00 \ I F.F. = 62.00, TOP OF PRELOAD 64.00 % 5 :;URB ADJUST PAD ACCORDINGLY (I ADJUST PAD ACCORDt.Y j C6 I C (EX. GRASS FIELD) 20 SS •{ E; . i,SPHA T \ \ EASEVEN- rARD \ PRELOAD TO ELEV. I �� C6 n 64.00 TO 5' BEYOND ) �4 PROPOSED DT PER (1-01' 1 I (LOT �) o PRELOAD TO ELEV. II 64.00 TO 5 BEYOND 60 - c? +` PROJECT SOILS REPORT II PROPOSED BUILDING FOOTPRINT PER -r ( PROJECT SOILS REPORT rX I 1 VERTICAL DATUM (NGVD 29) 4.00 I ( 64,00 +_1116,} CITY f1f AUBURN :NORTH RIM of SANITARY SEWER MH A AS MOWN HEREON AS REPORTED BY CITY OF AUBURN PUBLIC MOWS S I I I 61.00 ---------•�-- I II I I ( 61.00 I ( �, 5SMH # 606-a8 T J s II II I I If / I INSTALL SILT FENCE `` ELEVATION - 59.(l6 MATCH EXIST. ( ��-, II II I I I ( �� ,r I I �,I AS SHOWN PER GRADES 0!(a _ - I N- J + tl i do \ C.O.A. DEV-6 (TYP.) LEGEND (TYP.) I 1-1� r - II I I I I II I I 6 C6 DESCRIPTION NEW EXISTING ( ,FIST. _ !I U _� -� I -- I u r I I i''' I STORM EWER SD - - - Sp -- Al .,FHALT h Yf,RD) 4.00 i 4.00 64.00 I I SANITARY SEWER - __Ss -- - 61.0( / 61 I WATER- + L 1 FIRE HYDRANT � I� I CATCH BASIN TESC/SETTLING I ,,�`�1; ' n �� I / , � I I 1 SS MANHOLE 0 SD MANHOLE O DET. VOL. PROVIDED = .6,555 C.F INSTALL: (. WET POND VOL. PROVIDED _ ....3,782 C.F. ' r ) I WATER VALVE �,� � � TEMP CONSTRUCTION - (EX. GRASS FIELD, --- -- -- - -- -- -- - �.-� TEL MANHOLE OT �--�- - - -- -- - -- -- - EXIT. LOT LINEENTRANCEj I I / TOP ELEV. _ .. ............. 60.84 ah RIM NEW i' 60.20E I c ENX50 C.O.A. I / BOT ELEV. (LIVE STORAGE) = - - _57.27 _`� ti - TO BE ADJUSTED ( ) I l TEL RISER 25YR W.S. ELEV. =.... _ ... _ _ - _ .59.84 2 I IE - 57.04 INSTALL: I / POWER POLE -�- INSTALL. NOTE. TEMP V-DITCH ®0.5 I TOP DEAD STORAGE ELEV. _ . 57.27 C6 + I I / STREET LIGHT TOP DEAD STORAGE ELEV. 54.27 I �> TEMP V-DITCH 0.5q CONTRACTOR MAY NEED EDC;B 16 TY'E 1 MIN. W/ ROCK CHECK I TO "MOUND" GRAVEL ON MIN. W/ ROCK CHECK -- _--.- I ( �` C:D WET POND BERM ELEV =.... DAMS PER C.O.A. RIM = 57.5" ( No GRATE) I EXTRUDED CURB _- 56.27 DAMS PER C.O.A. T�-OF--CMR-PI�E FOR INSTALL: - (TYP.) - - - - DEV-9 (TYP.) ADDITIONAL COVER. DEV-9 TYP. 8 Ol T I: -56.11 7 0`� I � � �- EX. C�IF'T SPOT ELEVATION 50.00 �.- -- -- ------ -- --- -'=-- --- -- ---------- --- ------ARMQUR V-DITCH W/ ------ - --- - -- ---- ---- - ---�- ----- ---- ----------�,- --� ; I ACCESS �----�,. I GRAVEL* FILTER ( 6 -8 Q Y' SPALLS I IE=59.00 I SILT FENCE / • IE=59 OO 7 1 DEEP FROM INLET r • V w bb 0 •� Z 00 Z v •F=4 W�NLO ui N �S c - = re) 00 00 MM �.)v-du m 'Q CL Q w m w PE x x x x WINDOW PER I TW=60.84 2/CS I C5 TO BflTTC�M OF POND-___( c �\ ID. I ID.I.P. v" `DITCH W/ -••- TESC POND OVERFLOW � ' TW-60.84 MID.) ��2d.F TEMP � � ( (TYP.) .."�.."' , , _"` : _".'.„` I. , , , , --•■- o---•"h- ,<��Y �`� 1 I � 1.0% ROCK CHECK DAM � CD STRUCTURE PER - z�� I L- - _ - - -- - - - - - - - - __ -U �-- + ��- -- - - - - - - �- --I CLF ('0 CONTOURS 50 DETAIL 4/C6 15' / E= i X I + _ 4 =�00" �E. 0.e' I 1.�.� �.- r� V I , 'Sf27 < X- I 'IE=58.25 - R = 25,00 `� + [� 6 54.27 12`� L = 18.69 6� '� EX. -- ROCK QUARRY SPAILS Q- 05 54.27 _i �� -- ,",�•�/ _ DECIDUOUS' 4LF 12 PVC �,. _ - �� 57 7 �' CLF N. �� "' �� .� I E�:. 7 WIDE _ � \ %� ��7�,� r` CLEARING LIMITS � � �� 60.00 P`>E &PAC FTC �. EX. I /S SDR-35 0.0% / �� ,/ '� � CB PROTECTION c):::: 7.98 I N'N BELL EA'�EMEP T �� F� > d. - - - - - - - _-- �, T 60 0. 114.76' 172.`'0 EX �:� 60 - 10 5' 10%.90' E>;) 6� i F°�� " " \\ti`r �.."� EX D XD /W-E+ - / -, '' ,.- o ) : /`?i 0 - 50 00'S2 \` \.� �� `� S AH FILL SLOPE-----�► _ _ _ _- ` __ -_ - - - -- - -- - - - -- - -- ----- ------------------ -- -- -- _ - - ----- \ i M - 59.c -- - -- -- -_ + / /. S 89'S7 22 E TW �0�$4 �`.��+�� ;LF �1-1. 4., L .y 71 - . - ---- ---. - rt-- - -- - ---� -+ - �, A.. L \ i -�--.- E� .PHA T - - 0 F�6�347, 2 ~ -X 'POOD \OVEF', VAULT SZE - 19LF 12" PVC -- '� E;. CONC. �JTTEF' INSTALL CB PROTECTION �, _) SITE BM EX. CONc_.. S,!W co FUTURE CONTROL STRUCTURE 57L IF ANY UNI'NOWN. VERIFY FUNCTION SDR-35 • 0.4% ~` & ROLLED C IRB (TYP.) PER C.O.A. DEV 8 (TYP.) ELEV:= 59.06' PER 3/C5 50R-(IF ANY) W/ POE ENGINEERING At �,J21M=61.50 - - - --- +>REMOVE - - - -- - -- - -- - - - - - - - - S - - - - - - - S5 - J -_ - - -- __ - < , S, I �� -, 14TH STREET N.W. - IE (12-"57.27 r: -1f - - _ - » �, S 89'S7 22 E o E. 12' W (CITY RECORDS) --EX CON(. S%b`r / EX. CON(.. GUTTER I I �v _ � � 21" IV SW OUT E IE=54.5'.' & F'01_LE1i CUF'B (T`'P.�i _- - - 4 _ EX. 1;/'Jv' '' LX. D /W�, � - _�. �� EX C /W Ell _ -- - - - - - - - - - - - - - 60 _ - -- ------ ---- - \ �, -----�/'- _ EX. SDCB 1 �TYPE1 SE!CB TY-E 2 _---- _ - EX :SMI 60f -06 RIM=58.97 R11.1=59.0'r SDCE #5 TYPE 1 _--�� h� R;M=.58.11 BROKEN ,RAT[:) RIM 59.65 8» OUT SOUTH IE=56.97 21" IN N, OUT E. IE= ..23 ( IE = 52,'1i (NEW) 12" IE=56.97 8" INN IE-,�6.4r1 8" IN N., BOUT+`�� E X. ? f / - & R LL PLAN GRADE#3 T P_ „ NOTE: SEE PROJECT SITE - -- ;DCB � TYPE ' = 20 PLAN FOR EXACT LOCATION 1 #_ _. I I t44 OF PROPOSED BUILDINGS IN W, OUT NE IE=54'14 RIIv1-`,9.25 - -- ,�.-- 1N SE fE=55. '4 8„ CI' T NW II_=`�6.25 UTILITY CONFLICT NOTE: CAUTION: RECORD DRAWING CERTIFICATION PROJECT REF: FAC 01-0030/ GRA 01-0019 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. THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE POSITION / CONFIRMED BY CITY DATE:3 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS CP 8-n-0I APPROVED BY: �+ S 94- DATE APPROVED: "_vat s o� sot �•Mv �S-�''�`T REV. DATE BY DESCRIPTION 1 06/21/01 G.MO UPDATE PLANS W/ PRELOAD 2 08/07/01 G.MO PLAN CHECK REVISION OS/13/Ot AFP PLAN CHECK REVISION 4 �.(z% (�� 4� �� .L u. of EXPIRES 3/8 20IN DATE DRAWN DESIGN JOB SHEET px SIzG/�( MAY 2001 BY G.MO BY A.F.P. NO. 01-010 NO. C 2 D )7 01 _ LOCATED IN S.E. 1 /4 OF SECTION 11, T21 N, R4E, W.M. • , " y _X. 1 C HIGH ' N 89 57 2n_W_ /:;MU adAl_L N 89 2.50 W AUBURN, WAS H I N GTO N -_ _-- -- �+ 2?745 PROPERTY 2" A.C. PAVING 1� » ASPHALT 2.74 PROPERTY _ - ( 51t EX. METAL YARD { - EX. ASPHA_T LINE--A$�CJSTMENT LIGHT SECTION, - � /- - - EX. 6" LINE ADJUSTMENT OPJCF*ETE FENCE SHE=D CLF S. 1.0' _ _- _ MATCH EXIST. YARD ,. 6� �'= 175.24' CLF COP, S. 0.3' 3" HEAVY SECTION EXTRUD[:D = 169.76) U1='P(-R.. _ _ --- ) /Civ �B U ---=-- -_ GRADES O It - - -_----_- --- - - -rLF S. 1.1' � �� - �-��.�=-..-_ --- --� SLOPE 2 -- -- -- - - -� - -- --� oy _ ► _ - ,---- - - -- - - - - - - -' -- - - -' - - - -- - -_--zr---- - -_ - _--- -- --� C CURB -- -- ---- -- -- _ _ CON 16630' (�1 89`57'22" W) z /" ; 111.70 (N'89'57 22 W)-- i / -- E .2' oil.. / \ - I o o "0 ) o 0 o Q, _ �. / / "� CLF W. 0 3' o '. EN .R A ;H \ _ I 2 (I I �I I I� �I I I� �� II IE I I I I 1'I I Il - iLF+N'i) 6' \ j / % /,��. ` .\ \ (HOLD) 4"-fib" MINUS CRUSWE COMPACTED SUB -BASE �?> \ \, \ 1.5' i' % i f I ROCK LIGHT SECTION, o 2 �: \ , / (+) fi 6 HEAVY SECTION ApFSUBGRADE PREPARATION ( (HOLD) i� V �,� '- \ /' \ � t� + �� \ T.5' �, „ ,y \� \\ LIGHT SECTION *PARKING REQUIRED BY SOILS REPORT. NEW BUILDING A W W , N E W BUILDING E�' \ I I 6� AREAS, HEAVY SECTION 0 SOILS REPORT SHALL GOVERN TRUCKING AREAS be MAIN OVER PAVING SECTION NOTED 19,571 SF SPRINKLERED, F.F. = 62-00 19,945 SF SPRINKLERED, F.F. _ ,62.E ' . ��> DRIVE AISLES EX. 6" .._�.�` _ o o �- i \00 CURB & PAVING SECTION N. T. S. D.S. FASTNER - PER CONTRACTOR TYPICAL 4" PVC DOWNSPOUT I I 7�1�, i60.50 INSTALL 1 DEEP"or ,';, 5 �, 6 13 QUARRY 60 ' EX. 4LF 12 PVC o7.50 " ; -1 -- 7�� ( < c N 89'S7 22 W C 60.60 SPALLS (TYP.) 60.4 60.40 I SDR-35 ®0.0%�� f i"� p I '_• ��; IC. / .`.-./°S"-.-v-_v-.'✓"'�-_.�`�v-.r�,-v., �...� x,.%"v.�.,-�,--w.-'`.--,.i^•-- = - - -.F ,/--•.�vv-..-.i= .�-{ E. ��. ., EX. CB TYPE II-544 - p A 2 _ � DOWNSPOUT ��' 57.27 r N a'3i7`I" W R= 25.00' 1 C3 -i --.� ' y .. m RIM=61.50 - 15 `~ ' 12X \ , . _ N.T.S. C A %,1 . RIDGE • 60 00 SDCB 6 TYPE 1 L = 18.69 / E t _ (OVERFLOW) # -_ / DECIDUOUS IE (12')=57.27 �' S4.27 --- N , f . 5 . �-J i CONTROL STRUCTURE `' ( 57.Z7 i ^ 4 X. ' ,� - RIM = 5c.51 (NO GRATE)D`- iJ _ �, .�, �n E 7 ,ICE PER DTL. 3/C5 ) / CLF 1.8' 60.00 j`' .1 j PSE & PACIFIC �� OUT IE_56,11 c `N /,. EX L / i> - _ -+ _ - - EPIIENT - . ( ^, " t 105 101.90 EX. Y �' o o (1/2..)0 EX.� 1 �o i�'1>�:1 �'6 ti °� !/ �= 5902'S2" I 50. E, . C /w aL --- ---_-3 I 174 76 �.. _ _ - - - - _ _ - i - ._ _ `� l� 4�7- _ _, i EX. SSNIH _. + o! c , aq o 59s30 J ` r0 a �,. •a n" ;�. %� (i �"�` ,J � %E. _ `)1 -26 Qr- • _ 3 WINDOW NEW 7.5' CONG S / �- EX. CONC. GUTTEF', / I _ � SITE BM ` �, I �� GRAVEL FILTER X. (;:.�rJ �; w o o EX. 51LF 12 PVC EX. 1�F 12 PVC PER C.O.A. STD DTL - &ROLL.=D Cl RB i;TYP.) / ELEV.= 59A6 >� SDR-35 0 0,4% PER DETAIL 2/C5 SDR-35 0 0.4X i I STSW-2 - I -�- -- -SE;- - - - - - _ - e�.- - -- s -- - - - -_� 1 14TH STREET N.W. - E,},. 10° _ -- -- -- - - -- -- -- - s._, o D -- - �� - ' - -S-�9'S-T2-2-�------ - -- -,- -- c -� J� y \` ;. ; !__ � � SLICE' �4 TYPE :' ->�, T I -- - X. CB TYPE o E 1 rt _- - t aJ -- - E 12' N' i l Y f?EC;C I'D') -'' ' E X. ONC :: �w RIMS 60 .77 / / �' IE =57,04 I - E_X. CONC �_ U fTER 1 1 21" IhJ SW' OUT E fE-54.5 , - - 'L & ROLLED CURB ',TYP. �. EX: D/VJX. D/W� EX. D;Ur PwR `JDJ'B -�1 TYPE. 1 _� / T 7 � h / a°' e �G' EX. D/1 �� I,11vi 58.97 SDCB #5 TYRE 1 / I� \�` he Z, EX �MH 6O6 O6 INSTALL GRAVEL ACCESS y RIM �- `�9 ia5 8" OUT SOJTH IE=`i6.97 " RIM=58.11 (BROKEN .R,�TE} ��--L-s- E = 5:' 1 ` SDCB 1'2 TYPE 2 \ ROAD W/ 6 DEPTH �4 8" IN N., OUT E=56.01 / ,,, C� - Ex. C rlq� (NEW) 1 :-" IE=56 9 ----- CRUSHED ROCK OR RIM= 59.0.3 APPROVED EQUIVALENT � , 21" N W., OUT E. IE=55.23 SDCB 33TTYPE 2-- 8" IN N. IE= 56.40 RIM =53.14 SDCB #� T fFE 1-,/ 21" IN w., OUT NE IE=54.94 RIM=59.25 R." IN U IE-F5')4 8 OUT NW IE=56 25 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. CROSSING DATA d O1 IE (12-) STORM = 57.68 5 O IE (12") STORM = 57.53 TOP (8") WATER = 56.60 TOP (8") WATER = 56.50 �2 IE (12") STORM = 57.48 06 IE (12") STORM = 57.69 TOP (8") WATER = 56.50 TOP (8") WATER = 56.60 IE (12") STORM = 57.42 07 IE .(8") WATER = 56.73 TOP (8") WATER = 56.50 TOP (6") SEWER = 54.57 O IE (12") STORM = 57.47 TOP (6") SEWER = 53.35 STORM DRAINAGE 8c GRADING PLAN - 1 "=20' RAWING CERTIFICATION PROJECT REF: FAC 01-0030 I N'A"IA.L�.t� - RECORD D THESE PLANS ARE "APPROVED" FOR CONFORMANCE Pt� S FORM TO THE CONTRACTOR'S BUILDING I I� I II 1.5 LF 6" PVC 1-� �-- 6" ELBOW AS REQ'D -' 6" PVC DRAIN PER PLAN, 45' MAX BEND IN 5 LF, PROVIDE CLEAN -OUTS 0 ENDS OF COLLECTOR PIPE RUNS ROOF DRAIN DETAIL CATCH BASIN TABLE �1 CB#1, TYPE 11-48"J CB#5, TYPE I RIM=59.OV.73 RIM j(XW S9 98 IE (12")=57.#_33 IE (8")=58.,W_03 Q2 CB#2, TYPE I CB#66, TYPE 11 48"0 RIM=60.00 IE PER DETAIL 1 /C5 RIM=57.80 IE 12 =57. . ) IE (3")=52.55�8*1=57#4 - o of 0 _51 ?' F' Hz O3 CB#3, TYPE I O CB#7, TYPE II 48"0 RIM=60.00 IE (8")=58.. PER DETAIL 1 /C5 RIM=57.80 4 CB 4, TYPE I iE (3")=52.55 Top op Aho =S5.7 RIM=60,00 IE (8")=57.•70 IE (12")=57.7Y • G►2 Q o �� • THESE DRAWING GON - WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REv DATE BY DESCRIPTION CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION CONFIRMED BY CITY DATE: REQUIREMENTS GP 8- 22._01 APPROVED BY:/�� S J4 DATE APPROVED: p,lIf l-chr 1 08/07/01 G.MO PLAN CHECK REVISION 2 08/13/01 AFP PLAN CHECK REVISION 3 08/21 /01 G.MO PLAN CHECK REVISION y 07/25/0.1 & A s -sorer 0 bb 0 V) ul)pp � N � C14 ;i Wuj T5 LA_ W `N V) ev 000 Jd-m UI_<C� w c3i . ld" EXP�tES 3 �'itZ�pt DATE JULY 2001 DRAWN BY G.MO DESIGN BY A.F.P. JOB N0. 01-010 SHEET NO. C3 041D 001 PF 'd 0-1,{ 3 o' G (EX. ASPHALT YARD) RIM = 59.65 IE = 52.18 UTILITY CONFLICT NOTE: CAUTION: EX. 10' -NIGH 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 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, THE CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 8" OUT SOUTH IE=56.97 (NEW) 12" IE=56.97 .. _^__ ,,,." ... SDCB #2 TYPE 2 \ RIM=59.03 21" IN W., OUT E. IE=55.2.3 8" IN N. IE=56.40 LOCATED IN S.E. 1 /4 OF SECTION 11, T21 N, R4E, W.M. /ALL 3"[ Q V L" �v►Q C--.* SuP��b'7Ia.w1-t�1s.l.C.�► /�►c.c0n.d %wc. -tc� P►oyS :, FIELD VERIFY) WATER & SEWER PLAN °# tr � f ! O-1 - 3 ► - 'La a -L N 89"1 W 172.50 (+ 2.74' PROPERTY LINE ADJUSTMENT .-r ...i1 ni r nnn r n z' i II I I L� 20' SS I EASEMENT I _r to (-- CLF W. 0.< !I I I I , I I i I 'i I 1 I �- CLF COP, l� E. 0.9'I SDCB #3 TYPE 2 j RIM=58.14 SDCB #7 TYPE 1 21" IN W., OUT NE IE=54.94 RIM=59.25 8" IN SE IE=55.24 8" OUT NW IE=56.25 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION CONFIRMED BY CITY DATE: EX. SSMH #606-08 RIM = 59.06 IE = 51.26 SDCB #4 TYPE 2 RIM=58.68 21" IN SW OUT E IE=54.58 -- — -, WATER DATA TABLE FIELD LOCATE EXIST. 40 INSTATE 12X12X6 TEE ✓E REMOVE I -811IMS T'EE (NJ X FL) SALVAGE EXIST. 6" G.V. I-8" GATE VALVE & F.H.. I-UAICREIE BLOCKING INSTALL.: 1-12XIM IEE (MJ X FL) WALL- (6 PLACES) 2-8" GATE VALVE (FLXMJ) 9' 90' ELBOW (MJ X MJ) 1-CONCRETE BLOCKING 1-CONCRETE BLOCKING Q FIELD LOCATE EXIST. <t� INSTALL. 12" MAIN #RISER AND DDCVA PER INTAAL CITY OF AUBURN SIDS. 1-12"X8" TAPPING AND SEPARATE SPRINKLER SLEEVE (MJXFL) DRAWINGS. (2 TOTAL) 1-8" GATE VALVE (FL X MJ) I -CONCRETE BLOCKING 70 INSTALL• *1-1%" SERVICE, NEW METER 3 INSTALL: BOX AND I%" DOMESTIC 1-8X8X6 TEE (MJ X FL) METER PER C.O.A. STD 1-6" GATE VALVE (FL X MJ) DETAIL WASM-2 12LF 6" D.I.P. I- FIRE HYDRANT ASSY. ® INSTALL PER C.O.A. STD. DETAIL * 1" DEDUCTION IRRIGATION WABO-1 METER W/ DCVA PER 1-CONCRETE BLOCKING C.O.A. STD. DETAIL WADM-1 (SEE LANDSCAPE PLANS) NOTES: 1. ADDITIONAL FITTINGS & PIPE MATERIAL MAY BE REQUIRED. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE THE NECESSARY FITTINGS AND MATERIAL TO INSTALL THE WATER SYSTEM. 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 0 LINES W/ DESIGNER PRIOR TO INSTALLATION. WATER NOTES * 1. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL BE PER CITY OF AUBURN STANDARD DETAILS. THE CITY WILL INSTALL THE METERS. THE CITY MAY, AT THE CITYS OPTION, INSTALL SERVICES FROM MAIN LINE TO THE METER WHEN THE EXISTING WATER LINE IS IN AN EXISTING CITY STREET; ALL OTHER WORK BY CONTRACTOR. PLUMBING SUBCONTRACTOR MALL VERIFY THE ADEQUACY OF THE SUPPLY LINE (SIZE/PRESSURE) PROPOSED AND REPORT ANY CONCERNS TO THE ENGINEER PRIOR TO CONSTRUCTION. 2. 9fi9VKLER LINE, RISER, DOUIBLE DETECTOR CHECK VALVE ASSEMBLY, PUMPER CON CTIO N AND SUPPLY LIB, AND BUILDMG SYSTEM BY OTHERS. A SEPARATE DETAILED PLAN SHALL BE SUBMITTED TO THE CITY OF AU911RN BY THE SPRINKLER CONTRACTOR AND APPROVED PRIM TO INSTALLATION. THE DESIGN SHALL INCLUDE THE ITEMS ABOVE AS WELL AS DETAILS FOR RODDING AND BLOCKING. VERIFICATION OF PIPES SHOWN do PIPE SIZES OTHER THAN THOSE SHOWN BY THE SPRINKLER CONTRACTOR. 3. PUMPER PORT SHALL FACE STREET OR FIRE ACCESS, AND BE RE.OLY ACCESSIBLE TO ANY FIRE VEHICLE FOR FIRE FIGHTING AND PUMPING OPERATION. 4. PROVIDE HOSE BIDS 0 PERIMETER OF BUILDING PER OWNER REQUIREMENTS. 5. FIRE LINES REQUIRE A LEVEL "U" CONTRACTOR 6. MINIMUM 42 INCHES (42") OF COVER OVER WATERLINES LEGEND DESCRIPTION ROOF DRAIN STORM SEWER SANITARY SEWER WATER FIRE HYDRANT WATER VALVE WATER METER CATCH BASIN STORM MANHOLE SEWER MANHOLE CLEAN OUT AC PAVING (HEAVY) AC PAVING (LIGHT) GRAVEL CONC. SIDEWALK LANDSCAPING EXTRUDED CURB PAVEMENT FLOW CONTOUR SPOT ELEVATION CONC. RETAINING WALL FENCE PROJECT REF: FAC 01-0030 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS LP 15-Zz-o1 APPROVED BY: CL- SAL DATE APPROVED: aL-a NEW RD SD __SS__ W fik ■ 0 a.. L 50 50.21 EXISTING — — 50 — — o` 1 � REV. DATE BY DESCRIPTION 1 08/07/01 G.MO PLAN CHECK REVISION 2 08/13/01 AM PLAN CHECK REVISION 3 08//21 /01 G.MO PLAN CHECK REVISION 4 07/ 5//OZ G.i As-C3JlLi m cIld cr cl- ED rW V A W M"* Q is /zz rof DATE JULY 2MI DRAWN BY GAO DESIGN BY A.F.P. J08 NO. 01- 01G i2w 02. )70*1 n ,RIQ5WALE SEED MIX (MOWED WARGREEN, INC. HYDROSEEDING GUIDE WETLANDS SEED MIX) X WEIGHT % PURITY X GERMINATION FINISHED GRADE -CB TYPE Y-48 b RIM = 57.80 TOP OF BERM X DIVIDING POND INTO TWO CELLS o 0 El = 58.27 'ocQ o 00 ' 0 0 J 0 o 2 JO B C� 0 0 D0 2 EL - 54 77 0 . O TALI: OR MEADOW FESCUE 68 98 90 or , ^ fZ3711SlIpfIGKA nci of RY)W EZ4AW _ �'I' -I BOTTOM OF 5' MINIMUM Sf"ASIDE/1CREEPING BENTGRASS 10 98 85 - POND EL. 54. AaW& illl6VAW MEADOW FOXTAIL 10 90 80 _ �I[�AW1't S SEE DETAIL = 55.55 E 6 98 90 STANDARD MH - MAXIMUM WATER 6 " X IAamf/lZfiPMri'w REDTOP 6 92 RUNGS 85 -- SURFACE ELEVATION SECTION Y - Y AfOW&,449I MBX IS RECOMMENQED FOR BIOSWALES AND OTHER INTERMITTENCY WET AIFAS ° 8" TTiiS SOD SHALL GENERALLY NOT BE USED FOR BIOSWALES BECAUSE THE SEED MIX IS RUBBER GASKET INAPPROPRIATE FOR THIS APPLICATION. SOD CAN BE USED FOR LINING DITCHES TO 27 ° ° » 5' MINIMUM . SIT EROSCK BUT WILL PROVIDE LITTLE WATER QUALITY BENEFIT DURING THE IE = 52.55 18 THICKNESS ROCK -4 WASHED MET SEASM ROCK CORE { 2 0 � 2 3"0 FORCE (= BARNES MODEL NO. 3XSE726EA 1 (� ^' 98 0INNOT ES MAIN TO CB _� . SUBMERSIBLE NON -CLOG SUMP PUMP. PER PUNS SPECIFICATIONS AND PLANS - 1. THE CONTRACTOR SHALL GRADE THE SITE TO THE GRADES SHOWN PER I HAVE BEEN SUBMITTED WITH CIVIL. QUARRY SPACES < THE DRAMMNCS AND SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE 4� � I CONSTRUCTION DRAWINGS. LAYER , - O iG `.: S�I:�I FOR FOUR THE REAUKMENTS OF THESE DOCUMENTS REGARDING o ALL PAW4 SECTIONS, CONSTRLCTION METHODS, AND OTHER SOIL _ _ : } .. ... �. ; . •:. , . ... .. • .. �; - CELL. POND RELATED AEGUIREMENTS _. °._ - i BOTTOM ELEV. = 50.05 CELL POND 1 _ -i i i-i i i-i I I�I I 1=1 I I-=1 I 1=1 I I�I BOTTOM 2, THE CONTRACTOR SHALL SUIBMIT FILL SOURCE, SPECIFICATION, AND A _-�_ _ - _" -1 BOTTOM -I_I I i- _III=III III I I - - HAUL ROUTE PLAN TO THE CITY OF AUBURN FOR REVIEW AMD APPROVAL 6 NOTE: "KEY" NOT REQUIRED PF40R TO PROCEEDING WITH ON -SITE WORK. POND BOTTOM POND BOTTOM 3. FIN( (WtADES PER SHEET a ROUGH/PRELOAD GRADES PER SHEET C2. EL = 54.27 EL = 54.27 REQ�NT.fQR,EXPOSED .SOIL STAOILIZATION , SUMP PUMP DETAIL 2 GRAVEL FILTER WINDOW DETAIL .(.X-X.) DEIOUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING TO THE FOLLOWING C5 N.T.S. C5 N.T.S. 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 STA'ER WITHIN 10 DAYS. Z. 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 ECONC. NCF THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5000 SQUARE FEET THAT WILL REMAIN ATED)# UNVIORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. S IN TOP STABILIZATION SHALL CONSIST OF MULCHING OR HYDROSEEO{NG IF SHOWN ON THE PLANS. FOR(MULCHING SHALL BE HAY OR STRAW APPLIED AT A RATE OF 100 BALES PER ACRE (APPROX. T.W.=61.00 _ Z' TI NESSj _,APPLYt M)(Tt1RR „ ELOW TO PREPARED SEEDBED AT A RATE OF 120 LB/ACRE._ - Pw e �^ _� „ ...,, .. , .,�..,-.... _ ....._ .... _ ....... • _ __,_.. _ SEE POND ./, 1u.MNI PRWOMONS BY rEIGHT S.PSATL OMATM & 6TIO KENTUCKY BLUEGRASS 3OX 85 80 (A'.,f. NO OR EYED •Li VARIES CREEPING RED FESCUE 40X 98 90 - 59.84 MAX. --S� •c0 ° o °o 0 o°C°o0 (EPKAVIN OcP° O O° O° PERErIN1AL RYE 30% 95 90 /5 • 12" VERT., Y OR ffANANT 15"b OUTLET °`4 0 12" HORIZ. 18" MIN, 1'(+) WASHED ROCK °�� o° °� ° BACKALL BUST CONTROL NOTES °°°°`��' ° ° ° / \ Ou O �p On) 11h" CLR O O° °O N 1. CONTRACTOR SHALL MIIMMIZE THE PERIOD OF SOIL EXPOSURE THROUGH USE 4,4» �, o° ° ° ° , °� ° OF TEMPORARY GROUND COVER AND OTHER TEMPORARY STABIUZA110N ORIFICE EL 51.27 •Tb., ° ° O PRACIICES SUCH AS SEEDING AND MULCHING, AND EROSION BLANKETS. \ 3 #5 0 12" X 2. DURING CONSTRUCTION AND DRY WEATHER, SPRINKLE THE SITE NTH WATER �o VERT. 1'_g" UNTIL SURFACE AREA IS WET. REPEAT THE PROCESS AS NEEDED DURING 1 °oo oo°oo / -� ° � 0° THE DAY. ,} -- - I -� I �� o°°ooc 4 °° 3. ALL TRUCK TRAFFIC MUST USE THE CONSTRUCTION ENTRANCE AS DESIGNED 3»b� 5 X 3'-8" • b,:o AND SHOWN ON THE T.E.S.C. PUNS TO PREVENT CARRYING MUD INTO STREET. ORES �� / \ 3ORIIFICE O 15" 0/C °° 0-', C. 60, 4. ALL (E'EN BODIED TRUCKS TRANSPORTING FINE MATERIAL TO THE SITE MUST BE COVE= TO PREVENT DUST FROM BLOWING FROM THE TRUCKS. " -_�%� �"�- -- • (4) #4 CONT ='- 54.00 3b 3"0 5. DURING CONSTRUCTION, ALL PROPERTIES AND ALL PUBLIC STREETS ADJACENT ORIFICE ORIFICE TO PROJECT WHICH WILL BE USED BY CONSTRUCTION TRAFFIC SHALL BE KEPT PLM VIEW 3" CLR CLEAN OF ALL MATMK DEPOSITS RESULTING FROM ON -Siff CONSTRUCTION. 1._6" 8" 2' -0. 11 COMPACT SUBGRADE TO 6. MINIMUM OF ONE WATER TRUCK SHALL BE AVAILABLE ON -SITE AT ALL TIMES 4 RISER DETAIL 4-2 UNYIELDING, EXCAVATE DURNNI CONSTRUCTION. ELDENSITY & & RECOMPACT PER CS N.T.S. SOILS REPORT APPROXIMATE FILL/CUT TYPE 5 POND RETAINING WALL SPECIFICATIONS F98 STRUCTURAL FILL CS N.T.S. FILL MATERIAL TO BE CLEAN, WELL GRADED COMPACTIBLE MATERIAL PER THE PROJECT SOILS REPORT (CLASS "A" RECOMENDED, CLASS "B" W/ OWNERS AUTHORIZATKII) WITHOUT WASTE AS DEFINED IN WAC 173-304-100, SEE PROJECTS SOTS REPORT FOR FURTHER SPECIFICATION/INFORMATION EARTH WOM YQWMES: EST. CUT - 500 CY (INCLUDING STRIPPING) # EST. FILL = 1,500 CY * 21.94' 10.0' # CONTRACTOR TO VERIFY TW=61.00 SOUTH R ........................................................................................................ 1, 0' (+) FREEBOARD TYP 62........................................................................................... ....................62 2ECIFICATIONS FOR GRUBBING ALL AREAS TO BE GRADED SHALL BE CLEARED OF VEGETATION, PROPOSED 100 YR WS = 59.85 GRADE I MATCH EXIST. BRUSH, MID ANY OBVIOUS EXISTING DEBRIS, AND STRIPPED OF ANY 0_ S _ _ _ - - -- - -- _ _ _ �- nTtADES 0 fE TOPSOIL AND UNDERLYING SOILS THAT ARE SOFT, LOOSE AND/OR �"-� I - -- -- _ CONTAIN SIGNIFICANT AMOUNTS OF ROOT AND OTHER ORGANIC - DETENTION POND1. EX. GRADE _ ` -►' (TYP.) MATTER. A 6" DEPTH OF STRIPPING IS EXPECTED, MORE OR LESS; 58.............................................. ......... •...................................................................................................... ... ............................................................. ..........•.........58 HObEV01, SIMPPING SHALL TAKE PLACE TO WHATEVER DEPTH IS T . BOTTOM LIVE STG = 57.27 NECESSARY TO REMOVE ORGANIC MATTER AND SOFT/UNSTABLE TOP DEAD STG - 57.27 _ RETAINING WALL MATERIALS FROM BENEATH AREAS TO FILLED AND/OR PAVED. _ _ PER DTL 5/C5 PRO TDB 6" BLANKET OF IMPERVIOUS 3'1 y. MATERIAL (HIGH SILT/CLAY CONTENT) STRIPPING SHOULD EXPOSE MEDIUM DENSE, STIFF, OR MORE h I I� �� __- AT POND BOTTOM TO PREVRIIT/MINIMIZEi I (III I ' ( ( �I IIj j INFILTRATION COMPETENT, NON -ORGANIC EXISTING SOILS. SEE PROJECT SOILS loll REPORT FOR FURTHER SPECIFICATIONS. ART.. . ' Sy. ZS ESTIMATED TI ITY CONF ICT NOTE: HIGH WINTER ---- 9.0 2.61 9.0 - WATER TABLE - INLET FROM Dnun LADDER RUNG 2' - - LID PLAN VIEW 1 `=2' TES: 1. PIPE SIZES & SLOPES: SEE PLANS. 2. OUTLET CAPACITY NOT LESS THAN COMBINED INLETS 3. METAL PARTS: A) CORROSION RESISTANT OR GALVANIZED OR ALUMINIZED TYPE II B) IF GALVANIZED STEEL PIPE, HAVE ASPHALT TREATMENT 1 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 144" 6. CONFORM TO CITY OF AUBURN STDS. 1 =L FRAME AND LADDER - OR STEPS OFFSET SEE PLAN VIEW ABOVE. 12" CAP, RUBBER GASKET - ROUND SOLID COVER MARKED "DRAIN" WITH LOCKING BOLTS, RIM 61.50 ___4 OFFSET TOP SLAB TOP OF RISER PEE ' a 100YR WS EL ELEV. L� 59.37 59.85 1-%*0 ORIFICE 3"XO.90 CAGE STAINLESS STEEL IOYR WS EL SUPPORT BRACKET W/ TURNBUCKLE 9.33 ANCHORED TO CONCRETE WALL . . (MAX 2' SPACING). MIN ONE ELEV. = 5917, 2YR WS EL SUPPORT. 59.11 CNTR 4-3"b AND 1-Y4"0 PER DTL A.C, OR PVC COMANHOLE ADAPTOR STANDARD GALVANIZED "Q" PER TABLE � STEEL LADDER/STEPS BELOW 12" b PVC WATER TIGHT 0 12" O/C CONNECTION 12" OUT 12" INLET IE 57.27 IE 57.27 FROM POND 12X12X12 PVC N TEE, RUBBER GASKET JOINTS 6" MIN. , N s 12" RUBBER GASKET PLUG W/ 1%' ORIFICE RELEASE RATES DESIGN STORM Q (CFS) ACTUAL 1h2YR 0.13 0.13 10 YR 0.54 0.51 100 YR 0.93 0.93 PROVIDE 6" BLANKET OF IMPERVIOUS MATERIAL (HIGH SILT/CLAY CONTENT) (VARIES) 0.67 TW--61.00 AT POUND BOTTOM TO PRBVBNT/MINIMIZE (,) INFILTRATION EX. GRADE 62............................ .............................................. ......... .................... I ....................... ......................................... 62 MATCH EXIST. 1.0' (+) FREEBOARD GRADES O Q �- ,- - YR WS = 5915------------- (TYP.) WEST R ��1• 58.....................II ...... .........��.........................ELEV . ............ ......... 58BOTTOM LIVE STG=5727. GRAVEL ACCESS CONIC. RETAINING TOP DEAD STG = 57.27 ROAD WALL PER 5/C4 BOTTOM 54....................................... ...... ........ ....... ....... oe....... ...... :.....�..... .... ...... ........ .. ......................... ...........54 ESTIMATED 9' 44' 8' 5' 8' 44' 9' 23' HIGH WINTER WATER TABLE GRAVEL FILTER 0 EL 52,00 WINDOW PER 2/C5 6 DETENTION WET POND SECTION LOOKING NORTH C5 SCALE 1"=20' HORIZ 1"=4' VERT Cl 31 • 2.4340 Z A =� %u t L -1 PL AV% /N.L L Z" T mcA c.'TLr RG3 Sp4jmL J u IN Z-Z& LA."6A Sutss�.w�v-t in.LL.`-t .�ccot=.C�uc� nco PLA" CAUTION: 0.67' 0.67' 0 EL 52.00 RECORD DRAWING CERTIFICATION 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 7 DETENTION WET POND SECTION LOOKING EAST AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. C5 SCALE 1`=4' HORIZ 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 1"=4' VERT W(HED0 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. THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION CONFIRMED BY CITY DATE: PROJECT REF: FAC 01-0030 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REV_. DATE BY DESCRIPTION REQUIREMENTS Gr S-zz•ol 1 08/07/01 GAO PUN CHECK REVISION APPROVED BY: L / X 2 08/13/01 AFP PLAN CHECK REVISM DATE APPROVED:_ W-P. Z�O� 3 08/21 /Ol G.MO PUN CHECK REVISION y 071ZSIOZ d•#AO 4S-a01L--lr U • r•l z J ^ll �i- W \ M zo co •� W�NLn co J ui w ? CN U W = O 3 4;d 00co m a C3 4 w m m w 46 e� w Q w i) Q C. D Q- ...:z . CCU � _ W m "' X x x- J F- LLJ W O z E '_ %2Z Iot DATE JULY 2001 DRAWN BY J.R.P. DESIGN BY D.E.B. JOB NO. 01-010 SHEET NO. C5 PFa01.) of d 010 ,70)L DEIOUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING TO THE FOLLOWING C5 N.T.S. C5 N.T.S. 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 STA'ER WITHIN 10 DAYS. Z. 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 ECONC. NCF THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5000 SQUARE FEET THAT WILL REMAIN ATED)# UNVIORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. S IN TOP STABILIZATION SHALL CONSIST OF MULCHING OR HYDROSEEO{NG IF SHOWN ON THE PLANS. FOR(MULCHING SHALL BE HAY OR STRAW APPLIED AT A RATE OF 100 BALES PER ACRE (APPROX. T.W.=61.00 _ Z' TI NESSj _,APPLYt M)(Tt1RR „ ELOW TO PREPARED SEEDBED AT A RATE OF 120 LB/ACRE._ - Pw e �^ _� „ ...,, .. , .,�..,-.... _ ....._ .... _ ....... • _ __,_.. _ SEE POND ./, 1u.MNI PRWOMONS BY rEIGHT S.PSATL OMATM & 6TIO KENTUCKY BLUEGRASS 3OX 85 80 (A'.,f. NO OR EYED •Li VARIES CREEPING RED FESCUE 40X 98 90 - 59.84 MAX. --S� •c0 ° o °o 0 o°C°o0 (EPKAVIN OcP° O O° O° PERErIN1AL RYE 30% 95 90 /5 • 12" VERT., Y OR ffANANT 15"b OUTLET °`4 0 12" HORIZ. 18" MIN, 1'(+) WASHED ROCK °�� o° °� ° BACKALL BUST CONTROL NOTES °°°°`��' ° ° ° / \ Ou O �p On) 11h" CLR O O° °O N 1. CONTRACTOR SHALL MIIMMIZE THE PERIOD OF SOIL EXPOSURE THROUGH USE 4,4» �, o° ° ° ° , °� ° OF TEMPORARY GROUND COVER AND OTHER TEMPORARY STABIUZA110N ORIFICE EL 51.27 •Tb., ° ° O PRACIICES SUCH AS SEEDING AND MULCHING, AND EROSION BLANKETS. \ 3 #5 0 12" X 2. DURING CONSTRUCTION AND DRY WEATHER, SPRINKLE THE SITE NTH WATER �o VERT. 1'_g" UNTIL SURFACE AREA IS WET. REPEAT THE PROCESS AS NEEDED DURING 1 °oo oo°oo / -� ° � 0° THE DAY. ,} -- - I -� I �� o°°ooc 4 °° 3. ALL TRUCK TRAFFIC MUST USE THE CONSTRUCTION ENTRANCE AS DESIGNED 3»b� 5 X 3'-8" • b,:o AND SHOWN ON THE T.E.S.C. PUNS TO PREVENT CARRYING MUD INTO STREET. ORES �� / \ 3ORIIFICE O 15" 0/C °° 0-', C. 60, 4. ALL (E'EN BODIED TRUCKS TRANSPORTING FINE MATERIAL TO THE SITE MUST BE COVE= TO PREVENT DUST FROM BLOWING FROM THE TRUCKS. " -_�%� �"�- -- • (4) #4 CONT ='- 54.00 3b 3"0 5. DURING CONSTRUCTION, ALL PROPERTIES AND ALL PUBLIC STREETS ADJACENT ORIFICE ORIFICE TO PROJECT WHICH WILL BE USED BY CONSTRUCTION TRAFFIC SHALL BE KEPT PLM VIEW 3" CLR CLEAN OF ALL MATMK DEPOSITS RESULTING FROM ON -Siff CONSTRUCTION. 1._6" 8" 2' -0. 11 COMPACT SUBGRADE TO 6. MINIMUM OF ONE WATER TRUCK SHALL BE AVAILABLE ON -SITE AT ALL TIMES 4 RISER DETAIL 4-2 UNYIELDING, EXCAVATE DURNNI CONSTRUCTION. ELDENSITY & & RECOMPACT PER CS N.T.S. SOILS REPORT APPROXIMATE FILL/CUT TYPE 5 POND RETAINING WALL SPECIFICATIONS F98 STRUCTURAL FILL CS N.T.S. FILL MATERIAL TO BE CLEAN, WELL GRADED COMPACTIBLE MATERIAL PER THE PROJECT SOILS REPORT (CLASS "A" RECOMENDED, CLASS "B" W/ OWNERS AUTHORIZATKII) WITHOUT WASTE AS DEFINED IN WAC 173-304-100, SEE PROJECTS SOTS REPORT FOR FURTHER SPECIFICATION/INFORMATION EARTH WOM YQWMES: EST. CUT - 500 CY (INCLUDING STRIPPING) # EST. FILL = 1,500 CY * 21.94' 10.0' # CONTRACTOR TO VERIFY TW=61.00 SOUTH R ........................................................................................................ 1, 0' (+) FREEBOARD TYP 62........................................................................................... ....................62 2ECIFICATIONS FOR GRUBBING ALL AREAS TO BE GRADED SHALL BE CLEARED OF VEGETATION, PROPOSED 100 YR WS = 59.85 GRADE I MATCH EXIST. BRUSH, MID ANY OBVIOUS EXISTING DEBRIS, AND STRIPPED OF ANY 0_ S _ _ _ - - -- - -- _ _ _ �- nTtADES 0 fE TOPSOIL AND UNDERLYING SOILS THAT ARE SOFT, LOOSE AND/OR �"-� I - -- -- _ CONTAIN SIGNIFICANT AMOUNTS OF ROOT AND OTHER ORGANIC - DETENTION POND1. EX. GRADE _ ` -►' (TYP.) MATTER. A 6" DEPTH OF STRIPPING IS EXPECTED, MORE OR LESS; 58.............................................. ......... •...................................................................................................... ... ............................................................. ..........•.........58 HObEV01, SIMPPING SHALL TAKE PLACE TO WHATEVER DEPTH IS T . BOTTOM LIVE STG = 57.27 NECESSARY TO REMOVE ORGANIC MATTER AND SOFT/UNSTABLE TOP DEAD STG - 57.27 _ RETAINING WALL MATERIALS FROM BENEATH AREAS TO FILLED AND/OR PAVED. _ _ PER DTL 5/C5 PRO TDB 6" BLANKET OF IMPERVIOUS 3'1 y. MATERIAL (HIGH SILT/CLAY CONTENT) STRIPPING SHOULD EXPOSE MEDIUM DENSE, STIFF, OR MORE h I I� �� __- AT POND BOTTOM TO PREVRIIT/MINIMIZEi I (III I ' ( ( �I IIj j INFILTRATION COMPETENT, NON -ORGANIC EXISTING SOILS. SEE PROJECT SOILS loll REPORT FOR FURTHER SPECIFICATIONS. ART.. . ' Sy. ZS ESTIMATED TI ITY CONF ICT NOTE: HIGH WINTER ---- 9.0 2.61 9.0 - WATER TABLE - INLET FROM Dnun LADDER RUNG 2' - - LID PLAN VIEW 1 `=2' TES: 1. PIPE SIZES & SLOPES: SEE PLANS. 2. OUTLET CAPACITY NOT LESS THAN COMBINED INLETS 3. METAL PARTS: A) CORROSION RESISTANT OR GALVANIZED OR ALUMINIZED TYPE II B) IF GALVANIZED STEEL PIPE, HAVE ASPHALT TREATMENT 1 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 144" 6. CONFORM TO CITY OF AUBURN STDS. 1 =L FRAME AND LADDER - OR STEPS OFFSET SEE PLAN VIEW ABOVE. 12" CAP, RUBBER GASKET - ROUND SOLID COVER MARKED "DRAIN" WITH LOCKING BOLTS, RIM 61.50 ___4 OFFSET TOP SLAB TOP OF RISER PEE ' a 100YR WS EL ELEV. L� 59.37 59.85 1-%*0 ORIFICE 3"XO.90 CAGE STAINLESS STEEL IOYR WS EL SUPPORT BRACKET W/ TURNBUCKLE 9.33 ANCHORED TO CONCRETE WALL . . (MAX 2' SPACING). MIN ONE ELEV. = 5917, 2YR WS EL SUPPORT. 59.11 CNTR 4-3"b AND 1-Y4"0 PER DTL A.C, OR PVC COMANHOLE ADAPTOR STANDARD GALVANIZED "Q" PER TABLE � STEEL LADDER/STEPS BELOW 12" b PVC WATER TIGHT 0 12" O/C CONNECTION 12" OUT 12" INLET IE 57.27 IE 57.27 FROM POND 12X12X12 PVC N TEE, RUBBER GASKET JOINTS 6" MIN. , N s 12" RUBBER GASKET PLUG W/ 1%' ORIFICE RELEASE RATES DESIGN STORM Q (CFS) ACTUAL 1h2YR 0.13 0.13 10 YR 0.54 0.51 100 YR 0.93 0.93 PROVIDE 6" BLANKET OF IMPERVIOUS MATERIAL (HIGH SILT/CLAY CONTENT) (VARIES) 0.67 TW--61.00 AT POUND BOTTOM TO PRBVBNT/MINIMIZE (,) INFILTRATION EX. GRADE 62............................ .............................................. ......... .................... I ....................... ......................................... 62 MATCH EXIST. 1.0' (+) FREEBOARD GRADES O Q �- ,- - YR WS = 5915------------- (TYP.) WEST R ��1• 58.....................II ...... .........��.........................ELEV . ............ ......... 58BOTTOM LIVE STG=5727. GRAVEL ACCESS CONIC. RETAINING TOP DEAD STG = 57.27 ROAD WALL PER 5/C4 BOTTOM 54....................................... ...... ........ ....... ....... oe....... ...... :.....�..... .... ...... ........ .. ......................... ...........54 ESTIMATED 9' 44' 8' 5' 8' 44' 9' 23' HIGH WINTER WATER TABLE GRAVEL FILTER 0 EL 52,00 WINDOW PER 2/C5 6 DETENTION WET POND SECTION LOOKING NORTH C5 SCALE 1"=20' HORIZ 1"=4' VERT Cl 31 • 2.4340 Z A =� %u t L -1 PL AV% /N.L L Z" T mcA c.'TLr RG3 Sp4jmL J u IN Z-Z& LA."6A Sutss�.w�v-t in.LL.`-t .�ccot=.C�uc� nco PLA" CAUTION: 0.67' 0.67' 0 EL 52.00 RECORD DRAWING CERTIFICATION 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 7 DETENTION WET POND SECTION LOOKING EAST AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. C5 SCALE 1`=4' HORIZ 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 1"=4' VERT W(HED0 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. THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION CONFIRMED BY CITY DATE: PROJECT REF: FAC 01-0030 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REV_. DATE BY DESCRIPTION REQUIREMENTS Gr S-zz•ol 1 08/07/01 GAO PUN CHECK REVISION APPROVED BY: L / X 2 08/13/01 AFP PLAN CHECK REVISM DATE APPROVED:_ W-P. Z�O� 3 08/21 /Ol G.MO PUN CHECK REVISION y 071ZSIOZ d•#AO 4S-a01L--lr U • r•l z J ^ll �i- W \ M zo co •� W�NLn co J ui w ? CN U W = O 3 4;d 00co m a C3 4 w m m w 46 e� w Q w i) Q C. D Q- ...:z . CCU � _ W m "' X x x- J F- LLJ W O z E '_ %2Z Iot DATE JULY 2001 DRAWN BY J.R.P. DESIGN BY D.E.B. JOB NO. 01-010 SHEET NO. C5 PFa01.) of d 010 ,70)L PROVIDE 6" BLANKET OF IMPERVIOUS MATERIAL (HIGH SILT/CLAY CONTENT) (VARIES) 0.67 TW--61.00 AT POUND BOTTOM TO PRBVBNT/MINIMIZE (,) INFILTRATION EX. GRADE 62............................ .............................................. ......... .................... I ....................... ......................................... 62 MATCH EXIST. 1.0' (+) FREEBOARD GRADES O Q �- ,- - YR WS = 5915------------- (TYP.) WEST R ��1• 58.....................II ...... .........��.........................ELEV . ............ ......... 58BOTTOM LIVE STG=5727. GRAVEL ACCESS CONIC. RETAINING TOP DEAD STG = 57.27 ROAD WALL PER 5/C4 BOTTOM 54....................................... ...... ........ ....... ....... oe....... ...... :.....�..... .... ...... ........ .. ......................... ...........54 ESTIMATED 9' 44' 8' 5' 8' 44' 9' 23' HIGH WINTER WATER TABLE GRAVEL FILTER 0 EL 52,00 WINDOW PER 2/C5 6 DETENTION WET POND SECTION LOOKING NORTH C5 SCALE 1"=20' HORIZ 1"=4' VERT Cl 31 • 2.4340 Z A =� %u t L -1 PL AV% /N.L L Z" T mcA c.'TLr RG3 Sp4jmL J u IN Z-Z& LA."6A Sutss�.w�v-t in.LL.`-t .�ccot=.C�uc� nco PLA" CAUTION: 0.67' 0.67' 0 EL 52.00 RECORD DRAWING CERTIFICATION 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 7 DETENTION WET POND SECTION LOOKING EAST AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. C5 SCALE 1`=4' HORIZ 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 1"=4' VERT W(HED0 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. THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION CONFIRMED BY CITY DATE: PROJECT REF: FAC 01-0030 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REV_. DATE BY DESCRIPTION REQUIREMENTS Gr S-zz•ol 1 08/07/01 GAO PUN CHECK REVISION APPROVED BY: L / X 2 08/13/01 AFP PLAN CHECK REVISM DATE APPROVED:_ W-P. Z�O� 3 08/21 /Ol G.MO PUN CHECK REVISION y 071ZSIOZ d•#AO 4S-a01L--lr U • r•l z J ^ll �i- W \ M zo co •� W�NLn co J ui w ? CN U W = O 3 4;d 00co m a C3 4 w m m w 46 e� w Q w i) Q C. D Q- ...:z . CCU � _ W m "' X x x- J F- LLJ W O z E '_ %2Z Iot DATE JULY 2001 DRAWN BY J.R.P. DESIGN BY D.E.B. JOB NO. 01-010 SHEET NO. C5 PFa01.) of d 010 ,70)L w m m w 46 e� w Q w i) Q C. D Q- ...:z . CCU � _ W m "' X x x- J F- LLJ W O z E '_ %2Z Iot DATE JULY 2001 DRAWN BY J.R.P. DESIGN BY D.E.B. JOB NO. 01-010 SHEET NO. C5 PFa01.) of d 010 ,70)L J F- LLJ W O z E '_ %2Z Iot DATE JULY 2001 DRAWN BY J.R.P. DESIGN BY D.E.B. JOB NO. 01-010 SHEET NO. C5 PFa01.) of d 010 ,70)L TOP OF POND EL. 60.85 (MIN) 9 LF 12" PVC SDR-35 0 0.0% ___ "",_ ..........'........... ......... I................... ..... ......I....... .......I............. ...................... 6 66:.... .. ... ..... ......... ....I.... ......... ......... '6 . . _A.:.. .* ,�...'...:.. -.:.. ._, .. .'..' .-I*. . -nt..:�I .'..- ...1' ....1I. /—. .I .:I::�: :: :.::.:.::.:::: :::.:. ::. :.. .z"I.I,� .�'.I ,m1I .I-, � .._:...�,�..'. .. ..-� ...:....'. ... . ....�.� .1.*/� ..I . )..�....'......... I:. /-.:...'.... .. . ... .:. .,.. .. I ..1..I ..-.. .:I , /_.I...I.. .,.......4.... �. //......:—*.II11..I . I.. - . . 1.: :. . .., ...'. ,.. 1..-:.:L ..,.�.'. . . .. IPI1:I ...�'I IJ _.I ....:' ..,... ... . ;..�I :.I -/./:..-...l.,'.1 .. .1. . .....:... ..,'....:.. .. _/_�:� .. ... I �._... l�I-.... ,.._.,1//��,.� 4I ..,� ....... 1l,.» ....:. ..... .:.........:.........: PROPOSED BUILDING PAD „A,.. : :::::: : :: ::: :: : PROPOSED BUILDING :PAD B I .....: : :: ; :: :: : . .. ..... <-:- F.F::_: 62.00 :: :TOP DF PRELOAD ::. :.::: : :: ::::::::: F F =_ 62.00. I :..... . ::::::: ' :::::: ..•. WEST:. ..::. ADJtiST PAD ACCORDINGLY :::::::: :: /....._1..._.. I. ... :....I.. .. . ..... :: 1/ ELEV. _64:00 :: ADJIiST PAD ACCORDIN>GtY (: ; EAST (� L..... ....... ...... .. ... I ... . ,. ...—...... .....-....... .. . � .:::::: :I.: ::.:::. :,:.: .:;: ::.::�::.:::::: :.::.:..:. : ::.:..//....:. ., .....�...1. .........* . I . ,......�.....I.., .".w.�� ., ..'.,...........I(..._.I, /..., ..'. .......... ..-.. . ..,... I , ..'. ,.. ......I...'I. .. .-I II.II. .'—....- .. . ....I....�.....'...-.... .I *-..... .* ....... ..' . . .....�p.I-...... ./.1.1....:.::!.::..:-.:,::::::. ,::.:: :: :::: .:.:::..::::: . .::..:/:: :. I / ...I :,..�.. .L_.:_., ,. :.�...L...I .1..i, �- �/._..:........L..:.� ..::.— .....�...._:.. I.....� :....':...,..�:I.......:,...., �* .. . -:,..I. .., ..Z: �..I* .....:....., ..:�...'... ....7., �,..:�..., .��..../.- I, .*.. ,, .,� . ... . :::.,-:I:.,:i .:. 4 64..................I .....: (.. ::: ::..::... . . .. �. .. .. �.. , �: I s MATCH EXIST: I % j :: :.:: % :.. .. , f ...... / ... / .. .. ;� ...... .. ...... /I. /�/ . ... /:. . ..... . / ..... / �:.... / �:.:I: I ... .GADSi L . , . /. �:::: ;�. / . / . .. / :..:.. / FlNiSH GRA' . �'... / ..... /..... .. / :: I a :::: : IE (TYP.) .. . ;' :: /.. ;: r . .. i .... / ... ,,.... . .. . j .... / :: ::: j . /� A :ELEV A . , �:. I . /..:::: / .. . :: ; / .:::: � : ; ::: :: :: I � ........ / i �. / . .... /... , � :..... / :... : /: . .. .... ,/ : I MATCH EXIST. I— ,---�_. , ..... / / .... /...... (. GADS .. ........ ................... D 60.........I........................I....................................................-...........................................I.....................I. ... ��-�t . g 4 .. ........ ...�.... .. ......... .. I .... I ..:., .__., .... . .. .. C6 .... .. :. .. .: .. .....: .. ..:.. ... .. ..... . . .. GRADE ' . . ..... . ........ .. :... . .. ... . 58............................................................................................................................................................... ......:....:..:.:..:.....:..:.:..:....:.......:.....:..:.:..:.:..:..:...........:.:..:.:..:.:..:......:..:.:..:.:,.:....:..:.....:..:....:.:..:....:..:........:....:....:.:..:..:......:.:....:...:..:.....,.:...:..:.........:........:....:..:....:.:.....:.....:..:.:..:....:.............:.:....:.,:.... ....: 58 1 SITE SECTION LOOKING NORTH Cs SCALE 1"=20' HORIZ 1"=2' VERT ......................•............................,..............,.................................................................................................................................._.....................................................................................................,........_....................................................................................................................................66 66- ..................... .... ... .. . . . . . . . . . . . . . . . . . . . . . . ' ' . . . . . . . . . . . . . . . : . . . . . . . . . : . . . . WESt R.. .. :: . :: :: : ... :.. .. ................ 4 64,.... :..........................:....................................................:......................... ...................... ................. . .... .. ..... .... .. .1..... .... 6 MATCH EXIST: .. .. .... ....... L . ...... ::::::::: ::::::::: :: : . : :: .:::::::: . :: : GRADES ® ::::::: EXIST: LOT LINE: ::::: :: . :::: :: . ::::::: :::::: .::::: : .. .. (:::: :::: : TO BE ADJUSTED . : 1 ::::::: ` ........................................:....................... ................._.. ...................... ............... 62.._.....,..........:.......................................................................... ..................... 2 : PROPOSED ROUGH ....... T . .. .. .... (,e :::::.I. ..::.. . ......I_ .. . '.FI :. .....:... NISH :GRADE:: , ....... . . ......... MATC�I EXIS . I I I . . I . I . It�(6T2y.::.:o:.:. :::.:::.::.::.::::: :::.:.:.:::::.:: .::.:!:iI ,.�i't,::�:.::.::.:�::�: .:. : .. ..:...,..,._ ..., .) *,.,.,.-. .,.. .. .I, ..... .., ..�.,....,. ..7.. .....,....,.,. I . ...'.I -.I �..�................,.. I..., .I.. ...,.'.. I::� ..�..... ... t..I.1 . -I .. ......... .,.. .....L... ...,...-L. . : �.�... 1. . .I- ,..I1.tlI......'... ., ...._. I... . ..- .�� . I. . _. 4'...-. _ -. --... ...I. ..I ...11.....1..:.I�. �� ../1��:.: I :.::::::: .. .. GRADES 0 "—�"' .-"'""ram .,. " _; '.:—.......�- ..i-r,. ..�--. """�'� _ i . . � . . . . . . . . . . . . �`"`. . . , 1 ...-+•� . 60:.. .......................:....... . .�..,.... _.,,, -..... 60 . i� :�- . .. ..... EXISTING .... :. .. . ..... :... . .........:..... ..:. ......... .. : GRADE 58 _. I ........... . .......................... I .......... I ......................................... ...... ................................. .................. .._...................... ........................... .. _..I.....:...:..:...:,.:.:..:.:..:..'..:..:....:..:.:..:.:..:.:..:.:.....:..:.:..:.:..:....:..:.....:..:.:..:.:..:....:..:..:...:....:..:.:.:.,:..:....:..:.:..:..:.....:..:.:..:.:..:.:..:..:....:..:.:..:....:....:..:.....:..:.:..:.:..:.:..:..:.....:........,....-...:..:58 tlT�_ SITE SECTION (THRU PARKING LOT) 48" CMP STANDPIPE OPEN TOP, CLOSED BOTTOM INCASED IN CONCRETE 60.35 — N INV. ELEV. 57.27 � °+�, QItl� - °/ 0.25 CFS I I_-1 WATER TIGHT-_.! SEAL ORIFICE ELEV = 55.27 DRILL A 27/ie" DIA HOLE IN A 12 GA METAL PLATE (MELDED TO THE BOTTOM OF THE RISER PIPE l- EL 53.27 4 C6 pF d olc� 6 of- �3 15" RISER PIPE OVERFLOW F—EL=59.85 0 0 0./ �1 s? O 0 0 O 0 0 O 0 0 0 0 0 0 0 D; It i,6bl 11t" WASHED ROCK GRAVEL CONE 0�°',,0 .• Q1�00YR�WSELEV --� = — =FENCINGAROUUND 157' SETTLING ZONE 3.0' SEDIMENT STORAGE AREA \-1" DIA. TYP., 40 HOLES MIN. 0 10" O.C. PERFORATIONS SHALL BE LOCATED WITHIN THE LIMITS OF THE GRAVEL CONE 6" CONC. BASE SLAB ON COMPACTED GRAVEL BASE .E.S.C. POND OVERFLOW STRUCTURE T.S. C6 SCALE 1 "=20' HORIZ 1 =2 VERT 66 ............. I........ ...................... .66 62...:::..::: ::—::.� :::::.; :::.:�: .:w : �'II �. ::':I* .. . I., '. 'L . .�.. .., ... ... .. .:./.'. :.. ... ' ... ' ... .... .. . . . . . .: : :: PR0P0SE0 BUILDING A 4. .. : ... .... . �I... ... ...,. ' *...I.. .,. ..* -L........... .. .-.. I.. . I.I1.,.....I. I. ... :.:.:.::i7::.::.::: ...:. I:::: :.: .:.:.:: : _'..,..,. .. .,...,1,� �.. ...l.,. ,. ... . .. .. .�.. ...� -.I.. .. �.. . 1...: .... .I. . .., I _...-II .�. ..I ., _,,,........ . .., ,.. �. ... . ..� * ..' .*. -.. ' . ::II�i�..I .�.... .. I:: ..... ...... ..... 7. :... .:..*. .:.... ".:.... ' .III .. .... ... . .....:......... ....... ..:.. .. TOP OF PRELOAD : ......... ......: F.F.: 62.E .... .. ..:..C6 . .._ NORTH : . ......... .:..... I .. I : .. ....:......® ELEV. 64:00 ... ' ::::::::: ::: ADJUST: PAD : ACCORDINGLY :::: :::: . ..... ......... ..... ... . ....... ....... R:... ....... I ......:. ...................:. ........................ ......................:. ...................... ...................... ..............I.......: ...f.. ..........'.......:..64 64:.. `�::::. :::::% . ::: :: : ::::::: : �. . .... / ... /... . ..... . ..... ... ...: : ::... / .. :.. , :. I ''' ..... .. .. . ... .. .. ...... EXISTING / . /. A ECE 62DE INSTALL: SILT FENCE :. ::::::: :.: ::::..GRADE :: % .::: / ::: : j�:::::: :: ; : I :.:::::: RS HOVMN PER .. ....................... ... , I ................ ,l .:.._... —.. .. , :) 1. : 62 C.O.A. DEV-6 (TYP.) . �: (MADE ......... .. ...... .... ;� . l . i MATCH EXIST. .. ... SOUTH FINISH �: . ,� :....... /. /.. .. I.. GRADES ®: . PROPOSED ROUGH : ... .... `,,,r, . :.... ::: ::: ... / .... .... .. :'�..... /::::::: / ::::::: : . MATCH EXIST. ::: ::: :::y ._-....... I i R (TYP:).. . . .. ..... .. ... .. GRADES A:: .....:..... . ....... -- ...--f--..r_. .-- ..::: .:...... I .. Wiz.-...... . ................ ... _,,-:---. ......60 60' ..... _"_. _ .. ' I. ""."" .... ::::: ::::::::: ::::::: : ......: -r--- INSTALL:....:..... S'X T .FENCE :.::......... . :. ::::::: MIN.'W TROCK: CHECK '.::::: ::::::::. .....:.... . ........:.... .:...........I.......:.........:.........;PER. OA . ...... .. ...... ........ ............:.. :.........:... .......... .......... ....: DEV�-6 ..... . . DAMS PERC;o,.::::: :: :::: :: :::::: :::;: ::::::::: ::: ::::: ::::::::: ......::: ::::. ::.....:::::: :: li=59.Ot1 DEV-9 TYP. :..:.:..'.:.:..:..:.....:..:.:..:.:..:.:..:..:.....:.:.:..:..:.:..'..:..:.....:..:.:..:....:.:..:..:.. 58:.............................................................................................................................................................................................................................................................................................. .. 58 3 SITE SECTION LOOKING WEST C6 SCALE 1"=20' HORIZ ECOLOGY ``� 1 "= 2' VERT --"=:) BLOCKS TOP OF POND 60.85 1' MIN. FREEBOARD S N 3 1 _ _l F.F. -J 1 _I� / 1 EXIST. -✓ GRADE BOTTOM EL= 54.27 \,,_ C6 UTILITY CONFLICT NOTE: CAUTION: r1l 1 INVA. SAMIL- Vi STRUCTURAL FILL FOR FOOTINGS 4 FOOT MAX. FILL AT PROP N.T.S. 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, THE CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. SETTLEMENT -- --, MARKER SURCHARGE T FILL _=1 ; 1I1= =1_= =1 = _ F.F. tFE__1�11 I I -I 11--1 i t-`i 111,I II 1 I 1 � I I I 1, I 11= = r 11 1 I lt=1 I E, MAX, SEE 1� /cs SIMILAR i 1=111�11I -I 11= I I-=1 �Ill- .0' I i OVER 4.0' -! � �- 1=1 I II 1= -I I II �= - - �I 11=1 11 I I ..1[I 111=11 T I I_ 1. / _ �-- r ,-_ � 1-111 EXIST. J GRADE llp RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION CONFIRMED BY CITY DATE: ' BUILDING PAD FILL APPROX. ZONE OF STRUCTURAL FILL FOR FOOTINGS 4 FOOT TO 6 FOOT MAX. FILL AT PR N.T.S. PROJECT REF: FAC 01-0030 / GRA 01-0019 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS c.P 8-11-01 APPROVED ,dee SM_ DATE APPROVED: I � 2 2hoz 6" n 6.0' MAX 9 H I .w w# R ■I� n idC r "* V_ N q^ 4< :�c .% cr- cn < cr) cl- = CM 2 ...J w .11-- 0 X W M . "" cn :z n a C..) LLj Ln S/u (of 'ERTY LINE 5 0-7Zs 0Z 6.M0 A•S - Ia 01c.T DATE MAY 2001 DRAWN BY G.MO DESIGN BY A.F.P. JOB NO. 01-010 REV. DATE I BY DESCRIPTION SHEET NO. C6 1 06/21 /01 G.MO UPDATE PLANS W/ PRELOAD 2 08/07/01 G.MO PLAN CHECK REVISION 3 08/13/01 AFP PLAN CHECK REVISION 4 I 08/21/01 G.MO PLAN CHECK REVISION off. p 170 . NW I I 29TH ST. NW EX. 10' HIGH N 89"57'22" W N 89'5122" W CMU MALL 172.50 172.50 ASPHALT _ 2.74' 'PROPERTY + 2.74' PROPERTY EX. METAL YARD ( _ X. 6' LINE ADJUSTMENT NOTE: A_L TREES "X. A5P1-ALT LINE ADJUSTMENT SHED F i-v-pi inm �c>t CONCRETE F=N E r--CL- S. 1.0' � Aac ,^nrrnnnnrnnnc 111 r.1 — EX. ASPHF,LT YARD` EX. (3" EXTRUDED �- EXTRUDED CURD. SITE DATA SITE AREA... ............ ...... ... 87,114 SF TOTAL, 2.00 AC (LOT 1 = 1.01 AC., LOT 2 = 0.99 ZONING... .. - .. - ..-....... ..M1 (SITE & ADJACENT) OCCUPANCY- ......... ....... ..B, S1, F1 CONSTRUCTION ................... 5N SPRINKLERS ...................... YES SETBACKS (REQUIRED): FRONT ..................... -20' SIDE............................NONE, 30' ADJ TO RESIDENTIAL, 20' STREET REAR ....... ..................NONE, 30' ADJ TO RESIDENTIAL SETBACKS (PROVIDED): LNG 'A" BUILDING OB" CLF 0.?'- NORTH.......................2' 2' SOUTH ................... - ..114.94' 96.47' (+) EAST ............... .........1.5' 2' WEST ....... ...... .........2' 1.5' LEGEND DESCRIPTION NEW EXISTING STORM SEWER - - -SD-- - -- SANITARY SEWER - - -SS-- - -- WATER - - -W FIRE HYDRANT AC PAVING Y` CONC. SIDEWALK GRAVEL EXTRUDED CURB -- �-- ROCKERY/KEYSTONE WALL CONC. RET. WALL DECIDUOUS TREE a "To Ct. " rQ-40-5.-- File Name PARK 14 LANDSCAPE PLAN MR. CHARLES TURBAK 4 "B" STREET S.E. AUBURN, WA. 98002 PH: (253) 939-1800 FX: (253) 939-9398 ^I C rnn C A Z' +I � I I L 20' SS I EASEMENT i its Z �}-- CLF W. 0.9 Date: 6-11-01 Scale: 1" = 20' Drawn By: D.B.L. Approved By: Revised:08/08/01, 08/11 26TH ST. NW (� 15 je—R ST. SITE 14TH ST. NW /t CHAWOCK. LOCK b� STAPLE TO STAKE (2) W FIR STAKES DRIVEN T'O REFUSAL SET PLUMB & INLINE 2" LAYER BARK MULCH 2" DISHED EDGE PULL BACK BURLAP AND REMOVE MITRE BASKET NA1tG PLANT PIT TOM 0". OF ROOTBAU TREE STAKING DETAIL N.T.S. I� i I 0 �s � ®®®®a�eaaeo®ems I COP I i \ 1 � l�l AUBURN ST. n t VICINITY MAP N.T.S. Nw PLANT PIT TMICE w fyy4 ? ROOTBALL DIAM. • w Y LATER BARK 2" DISHED EDGE FOLD BACK TOP THIRD OF BURLAP x/s0 TOPSOIL/ NATIVE SOIL MIX SHRUB PLANTING DETAIL N.T.S. PLANT LEGEND ANT PIT TOM )OTBALL DIAM. )NIFEROUS TREE 2 FIR TREE STAKE CHAI ILM, LOOK STAPLE TO STARE BARK MULCH DISHED EDGE I = TOP THIRD RE BASKETR REMOVE 1/IO TOPSOIL/ NATf* SOIL MIX CONIFEROUS TREE STAKING N.T.S. 5 ACER PLATANOIDES 'CRIMSON KING' CRIMSON KING MAPLE 1 1/2" CAL. 30' O.C. 8 PSEUDOTSUGA MENZIESI DOUGLASFIR 6' HT. 30' O.C. 11 LIOUIDAMBER STYRACIFLUA SWEETGUM 1 1/2" CAL. AS NOTED 4 PINUS NIGRA AUSTRIAN PINE 6' HT. AS NOTED 24 RHODODENDRON 'EUZABETH' 15'-18' HT. 4' O.C. 236 PRUNUS LAUROCDRASUS 'OTTO LUYKEN' OTTO LUYKEN LAUREL 2 GAL. 3, O.C. AS REO'D COTONEASTER DAMERI BEARBERRY COTONEASTER 4" POT 18" O.C. ALL PLANT BEDS. �N Au- PLH 15 NOTES PROVIDE ONE YEAR WRITTEN WARRANTY AT FINAL WALK THRU. PROVIDE 6 INCHES 64% SAND & 40% COMPOSTED TOPSOIL MIX IN ALL LAWN AND PLANT BEDS. PROVIDE 3" MED. BARK MULCH IN ALL PLANT BEDS. ALL LAWN SHALL BE IRRIGATED SOD. PROVIDE AUTOMATIC IRRIGATION PER IRRIGATION PLAN. NO SUBSTITUTIONS. PROVIDE ALL PERMITS AND INSPECTIONS. 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 PUNS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. F CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING MATH CONSTRUCTION. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION CONFIRMED BY CITY DATE: PROJECT REF: BLD01-0199, —0200 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WTH THE CITY OF AUBURN E REQUIREMENTS APPROVED BY. SM DATE APPROVED: M 2Z.9 ...� Shoot E I L-1 AGLE DESIGN of 26007 NE 27th DR. REDMOND, WASHINGTON 98053 1 TEL. (425) 898-8833 FAX (425) 868-2164 P (- � 0 H of E3 0 Z fl 170-1 ST. NW I 29TH ST NW EX. ASPHALT YARD:, EX. 6" EXTRUDED CURB SITE DATA SITE AREA ................... .......... .............. 87,114 SF TOTAL, 2.00 AC (LOT 1 = 1.01 AC., LOT 2 = 0.99 ZONING ......... ............. ....._........................ MI (SITE & ADJACENT) OCCUPANCY ....................................... B, S1, Fl CONSTRUCTION....... .............._..._... 5N SPR"NKLERS......................................... YES SETBACKS (REQUIRED): FRONT............................._........... 20' SIDE ................................................ NONE, 30' ADJ TO RESIDENTIAL, 20STREET REAR............. ................... .... .......... NONE, 30' ADJ TO RESIDENTIAL SETBACKS (PROVIDED): BUILDING "A" BUILDING "B" CI_F D.?' NORTH.......................................... 2' 2' SOUTH ........... ..............................114.94' 96.47' (+) EAST ............... ........... ......... ... ...... 1.5, 2' WEST................ .... __....... .............. 2' 1.5' LEGEND DESCRIPTION NEW EXISTW STORM SEWER __-__SD_____. SANITARY SEWER WATER -- - - - -v FIRE HYDRANT AC PAVING CONC. SIDEWALK GRAVEL EXTRUDED CURB ROCKERY/KEYSTONE WALL CONC. RET. WALL DECIDUOUS TREE File Name ASPHALT YARD PARK 14 IRRIGATION PLAN MR, CHARLES TURBAK 4 "B" STREET S.E. AUBURN, WA. PH: (253) 939-1800 FX: (253) 939-9398 N 89'57' 22" W 172.50 (+ 2,74' PROPERTY LINE ADJUSTMENT ni r n.nn r n z' ►� CLF W. 0.8 i Ii- - CLF W. O.9' i * FOR INFORMATION ONLY Date: 6-11-01 Scale: 1" = 20' 98002 Drag By: D.B.L. Approved By: Revised:08/18/01, 08/13/ 126TH ST. NW i � 15 R ST. SITE 3 Z N AUBURN ) ST. VICINITY MAP N.T.S. LEGEND • e e 3 Rainbird 1800 series pap -ups on swing pipe risers ® 1" Irrigation Deduct meter 1" Crane Gate Valve in 10" pit 1" tFebco 805Y Double Check Valve Assembly in Jumbo Box. Q Rainbird 33 LVC Quick Coupler on Goly. Triple Swing Joint, 33K and SH-0 Rainbird 100-PEB automatic Control Valve in Std. Box tC I Rainbird ESP-12LX+ Controller wail mounted. Power to controller by electrician. ----- 1 1/4" CL200 PVC Mainline at 18" Deep Min. - — — -- - CL200 PVC Laterals sized as marked except unmarked is 3/4" at 12" depth Min. r 5CH50 PVC NMI MMX OR'flC!A= U��YJ�plplt MOCK 6fM VE�SIYJf'� VOLE OfCK VALVE A5%MMY MEAL N.1',5, ;1, 90 is l KHD NK, M IZ M °n'1er 1 VA W MIMaW. Pox WA10WWM VdlM YLa" 9M.. IVC M I A 4'IM IF-14/ 1 WIRE 5►'L a MY IN PM 24� ft N AAM IadX AL.trOMAIX CONIVOl, VALVE MfAIL N.t.5, FOP-W OR WrOR SFRIP MM A5 5MCMV ON PLM jftT "W&sieRTMM ". M Af wfe Or OR �I 121�.1.5 lw� CLA55 200 PVC L#IWA 1,M MO 504 40 IM OR ALL iMEi 5VV1NG JO1Nt 05El2 A5%MM Y MfAIL N,T.5, NOTES nr.A'IFlaK1 l F_ 9Ca61., D 'MIN VA VC MMd�R 5tTMU5H W/ FWH WM- a A55 200 PVC w/ CUr 6 FLAIFev PA % WA55 MM140I. pRW A M. 50eo NK5 MN 5" XW. 5CN 80 rYC 90 at. 5CHeO PW NK MIN. 5" LONG 2 CF. CRAM 5UWF WNV. MANUAL V"N V&VE A55EWLY MfAIL N f.5. INSTALL SLEEVING TWICE DIAM. OF INSERT PIPE UNDER ALL PAVING AT 24" DEPTH IN SCH40 PVC INSTALL KING AUTOMATIC DRAINS IN ALL LATERALS: INSTALL MANUAL DRAINS AT LOW POINTS OF MAIN. PROVIDE ACCURATE "AS BUILT PLAN" AT FINAL WALK THRU. PROVIDE ONE YEAR WRITTEN WARRANTY AT FINAL WALK THRU. PROVIDE ALL REQUIRED PERMITS AND INSPECTIONS. NO SUBSTITUTIONS. 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 UTUTIES 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. EAGLE DESIGN 28007 NE 27th DR. REDMOND,'NASHINGTON 98053 TEL. (425) 898-8833 FAX (425) 868-2164 IR--1 Of a D 0 pF a'°� 9 ,F t3 J egg. d l <::>