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HomeMy WebLinkAbout05D1840" r,4 BUILDING "A" 15,300 S.F. 1 EX STING I BUILDING LOCATED IN THE S.W. 1i 4 SECTION 31, T22N, R5E, W.M. AUBURN, WASHINGTON IG TREE LINE NMI : S Mn5'W E EXISTING TREE LINE XISTING TREE LINE NOTE: SEE ARCHITECTURAL SITE PLAN BY LANCE MUELLER & ASSOCIATES FOR COMPLETE PROJECT SITE PLAN INCLUDING EXACT POSITION OF BUILDING PADS, DIMENSIONS, E TC, EXISTING BUILDING SITE PLAN r=ao BUILDING "B" 47,035 S.F. GENERAL PLAN NOTES GRADING AND TROS1014 CONTROL NOTES 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED SEDIMENTATION AND EROSION CONTROL REQUIREMENTS AND BE IN ACCORDANCE WITH. THE APPROVED PLANS. ANY FACILITIES INDICATED ON THE PLANS MUST BE CONSTRUCTED AND IN OPERATION, CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES. THESE FACILITIES OWNER, ENGINEER AND THE CITY. SHALL BE MAINTAINED, AND UPGRADED IF NECESSARY, TO INSURE THAT SEDIMENT -LADEN 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES, STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM. FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION* (2000/LATEST EDITION), 2. THE SOURCES FOR ALL MATERIAL IMPORTED TO THE SITE SHALL BE APPROVED BY THE EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S PROJECT CITY. SPECIFICATIUNS MANUAL, AND THE CITY'S STANDARD CONSTRUCTION DETAILS 3. THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED), SEDIMENTATION AND EROSION MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM JOB SITE DURING CONSTRUCTION. REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION 3. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START OF CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT 253- THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL 931-3010 TO SCHEDULE A MEETING. SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 4. LOCATIONS SHOWNFOR EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS AND IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED) CONTROL PONDS, SHALL DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL FOR THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND THEIR REMOVAL HAS BEEN RECEIVED FROM THE CITY. THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES. IDENTI- 5. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCED DUST FICATION, LOCATION MARKING AND RESPONSIBILITY FOR, UNDERGROUND FACILITIES EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP OR UTILITIES, IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED ALL AFFECTED PUBLIC ROADS, AS NECESSARY, TO REMOVE MUD DEPOSITED AS A RESULT OF CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE PROJECT CONSTRUCTION ACTIVITY. CONTRACTOR SHALL CALL ONE -CALL (1-800-424--5555) FOR UTILITY LOCATIONS 6. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE: THE POTENTIAL FOR EROSION AND SEDIMEN- (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). TATION IMPACTS ON ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING 5. PRIOR TO THE START OF CONSTRUCTION A PROPOSED ROUTE AND SCHEDULE FOR CITY STORM DRAINAGE SYSTEM MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. IF THE CITY BELIEVES THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE THE STREET NETWORK, HAULING MAY BE LIMITED TO APPROPRIATE OFF-PEAK THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN THIRTY HOURS OR ALTERNATE ROUTES. DAYS SHALL BE STABILIZED WITHIN TEN DAYS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND FROM OCTOBER 1 TO MARCH 31, EARTHWORK ACTIVITIES SHALL BE THIS PROJECT. PRIOR TO THE START OF WORK, ALL METHODS AND EQUIPMENT CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED TO EXPOSED SOILS WITH AN AREA GREATER THAN 5,000 SQUARE FEET THE CITY FOR APPROVAL. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET CONTRACTORS OPERERATIONS OR NEGLIGENCE CONNECTED WITH THEM. THAT WILL REMAIN UNWORKED FOR MORE THAN SEVEN DAYS SHALL 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE BE STABILIZED IMMEDIATELY. DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION DOCUMENT" HANDOUT. 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. ............ EXISTING BUILDING 33.5' SHEET INDEX G1 COVER SHEET G2 GRADE &FILL PLAN G3 SECTIQNS, NOTES &DETAILS APPROXIMATE FILL/CUT TYPE SPECIFICATIONS FOR STRUCTURAL FILL FILL MATERIAL TO BE CLEAN, WELL GRADED COMPACTIBLE MATERIAL PER THE PROJECT SOILS REPORT (CLASS "A" RECOMENDED, CLASS "B" W/ OWNERS AUTHORIZATION) WITHOUT WASTE AS DEFINED IN WAC 173-304-100. SEE PROJECTS SOILS REPORT FOR FURTHER SPECIFICATION/INFORMATION, EARTH WORK VOLUMES: *EST. CUT = 3,350 CY (INCLUDING STRIPPING) *EST. FILL = 9,000 CY + 5,200 CY PRELOAD * CONTRACTOR TO VERIFY SPECIFICATIONS FOR GRUBBING ALL AREAS TO BE GRADED SHALL BE CLEARED OF VEGETATION, BRUSH, AND ANY OBVIOUS EXISTING DEBRIS, AND STRIPPED OF ANY TOPSOIL AND UNDERLYING SOILS THAT ARE SOFT, LOOSE AND/OR CONTAIN SIGNIFICANT AMOUNTS OF ROOT AND OTHER ORGANIC MATTER. A 6" DEPTH OF STRIPPING IS EXPECTED, MORE OR LESS; HOWEVER, STRIPPING SHALL TAKE PLACE TO WHATEVER DEPTH IS NECESSARY TO REMOVE ORGANIC MATTER AND SOFT/UNSTABLE MATERIALS FROM BENEATH AREAS TO BE FILLED AND/OR PAVED. STRIPPING SHOULD EXPOSE MEDIUM DENSE, STIFF, OR MORE COMPETENT, NON -ORGANIC EXISTING SOILS. SEE PROJECT SOILS REPORT FOR FURTHER SPECIFICATIONS. CONSTRUCTION SEQUENCE 1. ATTEND PRECONTRUCTION MEETING WITH CITY OF AUBURN, 2. ESTABLISH CLEARING AND GRADING LIMITS. 3. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE. 4. REMOVE/ABANDON EX. SEPTIC SYSTEM AND/OR WELLS (IF ANY) 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 TEMP. POND W/ OUTLET CONTROL STRUCTURE PER SHEET G3. 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 ANY TIME DURING THE GRADING OPERATIONS. 7. GRUBBING & GRADING MAY BEGIN. 8. OBSERVE REQUIREMENTS OF PROJECT GEOTECHNICAL REPORT DURING ALL ASPECTS OF PROJECT GRADING, FILLING, BUILDING SUB -GRADE PREPARATION & PRELOADING. ka IN 11 S 277TH ST 1 I q� AUBURN z Br r17 ST NE 1 � c � T22N SITE - _ _ _ T21 N 40TH ST NE VICINITY MAP N.T.S. I SITE DATA SITE AREA . __..... ._ 4.15 AC ZONING ._....... . _.......... .......... C3/R4, REZONE REO'D. TO C3 OWNER INFORMATION SOUND VENTURES, INC. $ 320 106TH AVE N.E., SUITE 100 BELLEVUE, WA 98004 PH: (206) 223-9500 co 8 FX: (425) 452-8422 N ARCHITECT SURVEYOR LANCE MUELLER & ASSOCIATES HOLMVIG, DEWITT & ASSOCIATES, INC. ATTN: MR. BOB FADEN 1036 COLE STREET 130 LAKESIDE, SUITE 250 ENUMCLAW, WA. 98022 SEATTLE, WA 98122 PH: (360) 825-6963 PH: (206) 325-2553 FX: (360) 825-0633 FX: (206) 328-0554 PARCEL NUMBER -- 000400-0005 ..... LEGAL DESCRIPTION THAT PORTION OF THE SOUTH 261.36 FEET OF THE NORTH 522.72 FEET OF THE EAST 698.64 FEET OF THE DONATION L AND CLAIM OF THE HEIRS OF LAW OF HARVEY H. JONES AND HIS WIFE, ELIZA JANE JONES, BOTH DECEASED, DESIGNATED AS CLAIM NO. 39 BEING PART OF THE SOUTHWEST QUARTER OF SECTION 31, TOWNSHIP 22 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING EAST OF THE EAST LINE OF AUBURN WAY AS ESTABI..I9--_D ----. BY DEED RECORDED UNDER RECORDING NO. 7910311137. BENCH MARK CITY OF AUBURN BENCH MARK 1-C, P.C. MONUMENT 400' (t) WEST OF c__D AUBURN WAY N. ON 37TH AVE N.E., ELEVATION 53.48 DATUM NAVD 88 DUST CONTROL NOTES 1. CONTRACTOR SHALL. MINIMIZE THE PERIOD OF SOIL .EXPOSURE THROUGH USE, *< OF TEMPORARY GROUND COVER AND OTHER TEMPORARY STABILIZATION PRACTICES SUCH AS SEEDING AND MULCHING, AND EROSION BLANKETS. 2. DURING CONSTRUCTION AND DRY WEATHER, SPRINKLE THE SITE WITH WATER f7)< UNTIL SURFACE AREA IS WET. REPEAT THE PROCESS AS NEEDED DURING THE DAY. 3. ALL TRUCK TRAFFIC MUST USE THE WASH PAD AS DESIGNED AND SHOWN ON THE T,E.S.C. PLANS TO PREVENT CARRYING MUD INTO STREET. C=D 4. ALL OPEN BODIED TRUCKS TRANSPORTING FINE MATERIAL TO THE SITE MUST BE COVERED TO PREVENT DUST FROM BLOWING FROM THE TRUCKS. 5. DURING CONSTRUCTION, ALL PROPERTIES AND ALL PUBLIC STREETS ADJACENT TO PROJECT WHICH WILL BE USED BY CONSTRUCTION TRAFFIC SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION. 6. MINIMUM OF ONE WATER TRUCK SHALL BE AVAILABLE ON -SITE AT ALL TIMES DURING CONSTRUCTION. NOTE EXISTING STRUCTURES ONSITE NOTED WITH A (*) ARE TO BE REMOVED NOTE: THE PROPOSED BUILDING PADS SHOWN ARE ONLY PRELIMINARY IN BOTH SIZE AND LOCATION AND ARE SUBJUCT TO CHANGE WITH THE SUBMITTAL OF BUILDING PLANS. J v zo •,► �A J Ln Jw(D � Ld uj tO � 1 Tom'! LO 00 cr J r^^'1 l CY � Q uj ck. C> W w c�I cD o Q T � X m o 3 F-" LtJ LA J V) ctf Q c....i W F= w RECORD DRAWING CERTIFICATION �Ap F. poi �.°� w,�sy�� THESE DRAWINGS CONFORM TO THE CONTRACTOR'S r �o CONSTRUCTION RECORDS. BY: DATE: 27060 E'c/ST�.� TITLE/POSITION TONAL CONFIRMED BY CITY DATE: EXPIRES 3/8/200 3/t ? tl o L PROJECT REF: GRA 01-0012 DATE - THESE PLANS ARE "APPROVED" FOR CONFORMANCE AUGUST 2001 WITH THE CITY OF AUBURN ENGINEERING DIVISION'S DRAWN BY REQUIREMENTS 4-zAll-aZ G.MO DESIGN BY APPROVED BY, A.F.P. DATE APPROVED: 7�f� L JOBNO. REV. DATE BY DESCRIPTION SHEET NO. 1 11/02/01 G.MO PLAN CHECK REVISION 2 03/19/02 G.MO PLAN CHECK REVISION 1 3 04/12/02 G.MO PLAN CHECK REVISION If 4 III SDMH RIM=54.4' , IE(36" N) = 48.15 IE(36" S) _= 48.05 IE(12" E) = 48.35 CB _ RIM=53.32 I IE;' 2" E)'-= 49.22 I Ii I IE,`2" IN) = 49.12 I ! I I II i l I II I EXISTING CURB CUT - I - EXIST NG CONCRETE SIDEWALK TEMPORARY T.E.S.C. POND VOLUME REQ'D = .... ........... ....... .....14,206 CF VOLUME PROVIDED =... ..... 14,206 CF BOTTOM ELEV =.... .... .......... ....... ..48.42 W.S. ELEV-.........I........................... ....53.31 TOP ELEV (BERM) = ............ ......... .54.31 SIDE SLOPES = ...................... ..............3:1 SSMH P,IM=54.31 -(12" N) = 56.31 -(12" S) = 56.31 7-(8" E) = 46.52 I I I J I I I ►��, N I f I (y) I i icy INSTALL: TEMP. CB PROTECTION II I ON ALL CB'S WA 200 LF OF i y\i I I XISTING TEMP. CONSTRUCTION ENTRANCE CURB CUT (BOTH SIDES OF STREET) PER 11 4 I I I C.O.A. DEV-8 tl \ I Ffl 10'X20' PUGET SOUND POWER & LIGHT CO. EA3WFUL_RE # 003280579 INSTALL: TEMP. CONSTRUCTION . ENTRANCE PER C.O.A. DEV-5 (25' W X-50 T_ EXIST. j'I I - - CURB CUT \_ - - ° G O O O o°oo °o\0 0 0° o 0 00 n Ioc0 o o p o 0 °O p°p0 Op 060C' STORM LINE -IEADS NOPTH BUT COJLD NOT F ND OL.TFALL POINT � J 3:1 Ln 0 3 f ' 130 'I - 40LF 12"0 TEMP. CMP 0 0.5% ZING TREE LINE LOCATED IN THE S.W. 1 /4 SECTION 31, T?2N, R5E, W.M. AUBURN, WASHINGTON CLEARING LIMITS (T ) CHILDRENS -IrvIE SOCIETY TL#0004000006 691.27'(MEAS) 697.27' FROM OLD R.O.W.) 698.64' DEED) S 8915'50" E I ...cp1b ......,.! 54.50 - ----• I 5' EARTH BERM If = 54.02 IE = 54.02 IE = 50.74 _ 0000 -5 1 J ' I I i I INSTALL V DEPTH RIP -RAP W/ 6"-8" QUARRY SPALLS FOR INLET I SCOUR PROTECTION (2) PLACES € PROPOSED EXISTING �! STORM LIVE \_-\ i 1, i I BUILDING PAD "A„ -�-- CN, F.F. = 55.50, TOP OF PRELOAD 57.50 ( _ CB ADJUST PAD ACCORDINGLY RIM =53.34 T 5 PROPOSED BUILDING FOOTPRINT IE(24" N) = 48.14 EX. CURB J � I I I � G3 IE(24" 5) = 48,14 € ! I J PER ARCHITECTURAL SITE PLAN IE(12"W) = 48.52 CU INSTALL 2 I t II > I I TESC POND OVERFLOW IE(6" E) _ 50.14, TEMP 12' . VC ! I I I STRUCTURE PER DTL 6/G3 REPLACE W 12" SDR-35 0 1.0% ! I I SAWCUT, REMOVE & REPLACE �' I+ ! I I I , 1 I INSTALL PRE D TO ELEV. \ EXISTING AC PVMT. CURB I I I I I \ _ 3: i J ( SILT 57.50 T BEYOND GUTTER do S/W PER C.O.A. f I I_ \ i FENCE PER PROPOSED 01JILDING STDS. EX. CONCRETE- - \ - € I i f \ x i FOOTPRINT PER, 6 SIDEWALK i ! I I I I I i X i �\ x l C O A. DEV-6 PROJECT SOILS ORT x ! 5, -- -. , I x I EXIST. II I i I I x K 14' EX. ,ASPH. \ ._+�...... INSTALL SILT FENCE AS SHOWN PER C. 0. A. DEW-6 (TYP.) R4 ZONING G3 R2 ZONING MATCH EXIST. GRADES 0 I TYP. U.N.O. XISTING TREE LINECC III -P -54:Dt2� -._...._ ....... XISTING DITCH Mr•'� - �' / IE 53.001 9.5EXI T. DIT H _- - 0 - -----t -----_. ---- -- --- € 90LF 12"� TEMP. 5' - - - - -- - `.._. _.._ � _.._ - - - - - - - - ._._ .._. _. � I / 3' CMP 0 0.58� 6 # 3 5' R.O.W. PROPOSED BUILDING FOOTPRINT i DICATION PER ARCHITECTURAL SITE PLAN PRELOAD TO ELEV. 57.50 TO 5' BEYOND I / ( I KAWASA.KI I PROPOSED BUILDING I ( TL#004200004 FOOTPRINT PER 105LF 12"0 TEMP. PROJECT SOILS REPORT INSTALV, I - -'� 05' PROPOSED BUILDING PAD "B"TEMP.MIN W� ROCS t � � I F.F. = 55.50, TOP OF PRELOAD 57.50 CHECK DA11+IS PER ` \ ADJUST PAD ACCORDINGLY C.O.A. DEVI9 (TYP.) 3 t 6, \ \ EXIST. 5 INSTALL 1' DEPTH RIP -RAP INSTALL SILT \ 6 , I DITCH I W/ 6"-8" QUARRY SPALLS FENCE AS SHOWN 1 FOR INLET SCOUR PROTECTION '4 -.ER L - - TYPICAL 5' DEV-:& (JYp) WATER EXIST. I j E I I r APPROACH MAIN CURB I I II ( j' 1E 48.36 r -I \3 CUT I I ' (( I IE 48.61 I L - 5 EXISTING DITCH � 6 I - �- - I --� I - _ 4 - - - - IE - 50.67 I ..�DMH RIM= \ i .`i4.50 �� i j _ E(18" N) = 48.80 �`� I F I\, I I EXIS NG bhp O o ..............8.................................................. ........... E(18" S) = 48,80 �/ I f I I I { CURB CUT N E0 2" W) = 48.80 \ \" � � ' I I I �-� __ EX. GRAVEL ROAD ----------------- .. ... 5LF 15 0 - - - - - - -- - - L CMP 0 0.676 - �1 - 142LF 15"4 TEMP. - 4V I I I I _ _ - I / CMP 0 0.6-r _XISTING BUILDING 42ND ST NE I { I I I .-SID I \ " :,1' SOUTH OF PROPERTY LINE) I �1 / \ 5LF 12"0 TEMP. F.F. = 55.50± I EXISTING I4SFHALT / CMP 0 0.57. I i # \► PARKIN�SVOT \ / LOT 1. . 1c�. II / , EXISTING i EXISTING ASPHALT r PARKING LOT BUILDING EXISTIN RNUT / EDWARDS , SCMH ; ! !I / F#0004000029 RIM=54.45- IE(24' N) 48,52 I f III I CURRENT IE(24" S) = 48.52 It I RIGHT-OF-WAY IE(18" E) = 49. )2 I I ! I I I MARGIN EXISTIN" CONCRETE J t SIDEWAL� OLD RIGHT-OF-WAY MARGIN CATCH BASIN TABLE ® CB "A", TYPE I © CB "C', TYPE I RIM = 53.50 RIM = 53.50 IE = 48.64 IE = 50.02 © CB "B", TYPE I V CS "D", TYPE I RIM = 53.50 RIM = 53.50 IE = 49.49 IE = 50.54 XISTING TREE LINE EXISTING DITCH 52 � ,AUBURN NORTH BUSINESS PARK 698.64: DEED) TL#0004000025 697.27�FROM OLD R.O.W.) 691.2T MEAS GRADE & FILL PLAN 1 "= 30' C3 ZONING LEGEND DESCRIPTION NEW EXISTING DESCRIPTION NEW EXISTING STORM SEWER SD - - -SD- - EXTRUDED CURB - 4 SANITARY SEWER - - -- SS - -- WATER _ - -- W - _ SPOT ELEVATION , ._50 a� UTILITY CONFLICT NOTE: FIRE HYDRANT � CATCH .BASIN ■ ❑ SILT FENCE /� CAUTION: SS MANHOLE 0 Y DITCH W/ -.•� THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH SD MANHOLE (9 ROCK CHECK DAM OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES WATER VALVE 64 CONTOURS 52 - - 52 - - AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. TEL MANHOLE O THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND Tl#N POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY TEL RISER ❑ ROCK QUARRY SPALLS WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS POWER POLE } ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE STREET LIGHT CLEARING LIMITS �s a CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. / AUBURN NORTH / BUSINESS PARK j TL#00040OC117 MATCH EXIST. GRADE 0 SOUTH t , EL. 55.50 TO 54.50 MATCH EXIST. GRADES 0 CLEARING LT \ \\ IE = 53.00 �" L __, EXIST NG DITCH -"... 4-7 _ .. ............... .................. .. .. .......... \ - - 52 € t ..T..... ....�\.... .............. EXISTING BUILDING , \ (0.5' SOUTH OF PROPERTY LINE) CLEARING LIMITS ,-52� \ F.F. 55.50± I i (TYP-) LOT 2 33.5' I / I IL: SEE ARCHITECTURAL SITE PLAN BY LANCE MUELLER & ASSOCIATES FOR RECORD DRAWING CERTIFICA11ON EXACT POSITION OF BUILDING PADS. THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION CONFIRMED BY CITY DATE: m W M 0.. C) ...J W t.UJ t �" M V F= x 3%9l0 � PROJECT REF: GRA 01-0012 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS APPROVED BY: S DATE APPROVED: 't%2y/o z DATE AUGUST 2001 DRAWN BY G.MO DESIGN BY A.F.P. JOB NO. 01-007 REV. DATE BY DESCRIPTION SHEET N0. G2 1 11/02/01 G.MO PLAN CHECK REVISION 2 03/19/02 G.MO PLAN CHECK REVISION 3 04 12 02 / / G.MO PLAN CHECK REVISION ........ ... ........ ... ... ....................... _... a............... ..................... :s:.....:a.. s.. 1% a%s:. ........ ........... .... ....... ............. .. ..... ................... ............................. .................................................. ...................... ..................... _.................... ............. 'i' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . t . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . : . . . . : . . . . . . . . . : . . . . . . . . . . . . : . . . . . : . . . . . . . . . : . . : . . . . . . . . . . PRQP�SED. ... .. ... ... .. . .. ..... .. .. ..... : :: :::::: :: :: :::::: ::: ::: . ... . . .. :.. ......: I. Q : BUILDING PAD A PRPOSED BUILdING PAp B :::: : : :: ::: ::::: 58.................................................................... ...... . ff.." " 55.`54...TOR OF •PRELOAD" 57;50.. :.:..:.:..:.:..:.. :.:..:.................................................. .................................................................... ....................._ .................................................. .. . ... ..... .. ...... . ..... ..:.. ..:. .:.. • •F.f:....§5 50; • •TOP • OF• �PRELOAf? • 57:59 :. :.... :.... ... . . ... .............................. .......................... . .. - - - __ _ _. _ .. . ..... . . . ..... :.. .. . . .........:. . _...,_._ .. _. ... ..._.._ . . ... ..... _._. W-�__�__�.__�__ -� :�_� ... i -�`- ":' �`"--`_'.. :..: . II........ .I ....... . ..... . ., LI.I ROD GRADE ...... 1 1 '�� . I I: III k l k k l l l k k kll �k ..11 1-1 _ . . ..7 _ ., ...... III III .. I. . 1 - :I �, r ,. .-III-- ' 2 _I - I : 2 SUIr;HARE 33.5 R.O.w: 33.5 .R.v w. . MATCH EXIST. GRADES .... ... .. ... ...... 1= '_ X A RN ...................._ ... ........... E UBU ..... ..... .... ........... ff ## ............... II. II: LI...........: SURCHARGE..:...... t: I"� 56 5fi......................... ®WEST' TYP. i 11 �.� ....:.. .. .... _ WAY NORTH. 1 - .... .. t. T 1 �� ..:. ..:. .:.. 11 f�3 :.. N P .......I . ... SILTFE CE PER .. ...... .. ...I ..... ......... ......... ......... ......... t- .. . - I1 ! -ir .. .. .. . ...... ........ . .. ... ......... .0..... . . ........ 9.5 ..... .. ... C.O.A. DEV=6 .... ... ..... .... ...... . . . . . . ... . .. is . - :I !' i- . ..7 ... . .. - _ .... ..... , 0 ........ ....... .... EXISTIN G. a .. .... .... ... .... - f-I -_- I I= ....... IT .... . T . .. ... ......... .. .... ..... - - -- -�' ... ..._ #�.. ...... ............ ..................... ..................._ ......................t. 54 54:............... ..... - - ...... ...,.... .__�.. - ........ ..... ...... �' f L { Ii1I EXISTIG ftlE - - •---- - - - --- -- - _ :_ .. I r - - - ...... .. -. .... .. .... :::: �_ _ ... .. .... ...... ....... . L . .... . .... ........ SILT FENCE :PER ::: . .. ; ......... ..... _ _..... I . .....................I ...........................................................................................................:.................................................. 52 .................................I ' 52......................._. _ . . . . .... ... ... . . .... .. ... ........ ...I..... ...... .. ..... ........ .,...... .. : ......... ... .... ..... .. ..-_._,.... ........ . .. ... . ... ... .. ... ... ... __ . ...... : : : . .. I ..: .. .. ,. :::::: ::::. :::::::.. .. -'--. .....:: ::. :: :::. :::::: ...... .:1 . ... .. .. .. ..... ... ... . ...... ..I..... ..... .. .... .. ..... .....I... ....... ..... ...... . . , . ..............I.... ......... ....................... ..? ,....... 50. ........ . .... .. . . . - . . I .. . : : : : : . T.E.S.C. POND TEMP CMP ...... . . . . . . . . . . . . . . . . . . . . . . . . PER 4, : 5/G3 1: != = I .. . ... ......... . I ....... .. ..... ...... ... .... .. .. ... FUTt tE "I � STREET IMPROVEMENTS. :::::::: . . . . . . . -I I I I . . . . . . . . . . . . . . . . . . . . . ..... ... . ........ ..... .... .. .. I ..... ... ......... .. .. .... I STREET SHOWN :FOR .LOCATION : O�IIY ........................................................................................................................................................................................................................................................................................................................................................................................................................................... 48 48:­ .............................................................................................................................................................................................. .....:.. ' _. FM�ISIi� •EtEYki14NS• FOR •PROPERTi'• ARE CtNSISTANT WITH NEIGHBORING SITE SECTION DEVELOPED PROPERTY G3 SCALE: 1"=30' HORZ. 1"=2' VERT. GRADING NOTES I 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, SPEC111CATION, AND A HAUL ROUTE PLAN TO THE CITY OF AUBURN FOR REVIEW AID APPROVAL PRIOR TO PROCEEDING WITH ON -SITE WORK. 3. FINISHED GRADES SHOWN ON SHEET G2. 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 GRAD 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 (MADE SHALL BE STABILIZED IMMEDIATELY USING PERMINENT OR TEMPORARY MEASURES. EXPOSED SOILS WITH AN AREA GREATER THAN 5000 SQUARE FEET THAT ARf 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: URBM APPIUCATION QR.OPORTIONS BY WEIGHT % PARTY % GERMINATION KENTUCKY BLUEGRASS 307. 85 80 ODUM.1, BARON OR FYLKING) CREEPING RED FESCUE 40% 98 90 (P N WN) PERENNIAL RYE 30% 95 90 (UM OR PENNANT) 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 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 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. PROPOSED .. ... .. l' . BUILDING::PAD :::B :...MATCH EXIST: GRADES 58:.........................:.................................................. _ .. ..... ..........:..:.:....: ®..s,OUTH ..:. TYA... :58 . I ... I .. .........:. . I ............ F:E. , 'S5.50;..TOP :OF 'PRELOAD 1"575O"...... :' . . _ : . y . C'7 _ _ _ { _ ' F. MATCH EXIST: GRADES I L I �- III-=I_=_I=A ::: EXISTNG: ... _ { .. ... .. f W,: 0 NORTHR TYP.: ��::.::: 1:111 � :: . .. .... ...1.1-ELT FENt PER . F.F. - 55.50t ........................................................:..... .... .... ..... _ StHARGE:. - .. ICI-- ':Sfi ..... C.a.A. DEV ....: . . ....::SILT FENCE .PER :::::::: - SED GRADE -1= .. . C:O.A. DEV-6 ::: -- ::::: : I� - ...... . :...(FL'L).........................................:........................ - - ...................54 1 1- . 1 ..:: : � I :I .I - _ ' 1 , .. ......... �'` -� i �...1 :1 �.-T� ........ . I ,, .. I .... .. : r :. ... ..: ...1 J1. . . . I. ... 2 I. ; : . -- . .....:......... : : : : TEMP "V": DITCH 0 .:::... :::... :::::::: : 52 ..............................................:......... MIN:' W/'ROCK..:..........................:..........................:5 .... ...:... .... .:........ : ............:. .. '.'0.`5%' . .... ........ . .�-- ....... : y� :::: .CHECK DAMS PER .. .... C.O.A. DEV-9 (TYP.) ......... : .... :::TEMP "V' DITCH :®:: EXISTING GRADE . :: : 0..5%: MIN.: W/ ROCK : : CHECK DAMS PER .. 50.1.1.................._ ......................................................................................................................................................................:.......................:...........................I:50 C.O.A. DEV 9 �TYF.)............. 2 SITE SECTION G3 SCALE: 1"=30' HORZ. 1 "=2' VERT. 5' EARTH BERM EL = 54.31 AS/IF REQ'D 143.34' 5' EARTH - BERM EL = 54.31 AS/IF REQ'D 56................ _ �-1.0' FREEBOARD 54 �.....- TOP = 54.31 I.I 1: �_- - _ HVML = 53.31 --- - 52 I i_--- � - - - -3 '-_ ..,.-- SETTLING ZONE =III I I OUTLET W.S. 111- 50............ I — — ELEV = 50.42 Y III -III BOTTOM ELEV=48.42 48................. I' ' I - - - - - -=_ _ =_ --,- 17.67' 17.67' 4 DETENTION WET POND SECTION LOOKING EAST G3 SCALE: 1"=20' HORZ. 1"=4' VERT WEST Q 5' EARTH BERM 5' EARTH EL = 54.31 SILT FENCES PER BERM AS/IF REQ'D C.O.A. DEV-6 EL = 54.31 56............. . I 51.34 56 1.0' FREEBOARD �-- - TOP = 54.31 - 54 I I I I= I TOP = 53.31 III- 52........... ... - I t-\�_ _._ SETTLING ZONE ---/= j ..,........52 MATCH EX. -1 I_ \ I -I 1 EX. GRADE OUTLET W.S. ELEV I -I l GRADES 0 �' � - �- 50............... 4.16 SEDIMENT i = 50.42 I I- 50 rj STORAGE 1Ii' I BOTTOM ELEV 48................ clEW F= 47.42 I I III- = 48.42 48 ir 17.67' 16.01' 17.67' DETENTION/WET POND SECTION (LOOKING NORTH SCALE: 1"=10' HORZ. 1"=4' VERT PROPOSED : : BUILDIW: PA:D : ' B: .. I .. F. GRADS .:....:....:....:.........:..:.:.......:.:.........................:.._........................ .... .............. T : F: "_." 55:50 ' 'TOR ':OF'.PRELDi40' S7 50 "..... ®. spt� TH . .. TYA.:. Sg :::: ...... MATCH EXIST. GRADES :::: _ 1.-_ . ; .) ....... : ....... _III=1. I- ..I= ....... -� 1 k=1 I !-1 II W NORTH W Tw- �11 .::.. - I ...:.: BLDG.: , : 2......-i. F.F. = 55.50t FE ER ................................._.......................`......................_.:......SURCHARGE:.......................: .........%1:.. :.FE .. 56 ............ ........ ............:.. fi ... .... ......... ....... ........ ....... I. (�= G.O.A. DEV-6 ... ... : 5 '..... .: ........:.. ... ::=" ... . ... ....... :SILT FENCE :PER :::.::. .. .... . PROPOSED; GRADE : .- .. . .... :::C:O.A. DEV- 6:::.::::.: ::::::.:......... 1--1: ::.:::::.. . :::::: : ;.;... y!: I:I :- .. .... .... :.: :1� _..... Fl11 ..........._ ................. Ll:I--� - _ � 54'... - 54 ..... I.II - � ,-,1 1 1 1 1.. 4 .� ! _ 11 .I. ��- . .-T . . „�'� . . . . . . . . . . . . . . . . . . . . . .4...... . :::::: ...................-�.............................._..... g .mp .._...... ................... .........._...................:•lt•"aJ°:•t?igl:.�....::........ ... 2 2 :....:........... .. .. 5 : ... ... -- .........:. I ..... 4 :......... ....... ' ::::::: Q.57 MI�.:1�/ ROCK ::::::::::::::::::::. I ti--:.:::: :::. ::::: :.:::::::.::::: :::: :::CHECK ....PER : ... ... :..... • ..... ........ I .......... . C.O.A. DEV-9 (TYP. : : :.TEMP "V' DITCtI:...::::: I EXtSTiNG GRADE:: ' ' ' . ........:.........:.........:.............................: 0.5% MIN: W/ MOCK .....:.........:.........:............. 4 .....:........ I ........................... 4 .. : CHECK DADS PER :::::::: ::::::::: ::::::::::::::::::: ::::::::: ::::::::: .........:::::::...:..::::::. .._ . . .........................................._.................................................._......................................................:...................... ._....................... ..................... 50 50 C.O.A. UEV-9 �TrP.j . 3 SITE SECTION . G3 SCALE: 1"=30' HORZ. 1 "=2' VERT. TOP OF POND EL. 54.31 3 11 WATER TIGHT SEAL 50 LF 12" PVC SDR-35 ® 1.071, GQmnx : 0.`••13 O's 48" CMP STANDPIPE OPEN TOP, CLOSED BOTTOM INCASED IN CONCRETE 53.81 Eli 12 90 0 0 I O 0 0 ,0.4 O 0 10'YO7 O O ELEV. 50.42 I 1. l D q ORIFICE ELEV = 48.42 -- DRILL A 34ie" DIA HOLE IN A 12 GA METAL PLATE WELDED TO THE BOTTOM OF THE RISER PIPE 24' RISER PIPE OVERFLOW FEL=53.31 2 00 1 11h' WASHED ROCK GRAVEL CONE 50.42 2.89' SETTLING ZONE 2.0' SEDIMENT STORAGE AREA • \--1" DA. TYP., 40 HOLES MIN. @ 10" O.C. PERFORATIONS SHALL BE LOCATED WITHIN THE LIMITS OF THE NAVEL CONE / ­­­] "" EL 46.42 6" CONC. BASE SLAB ON COMPACTED GRAVEL BASE i61 T.E.S.C. POND OVERFLOW STRUCTURE G3 I N.T.S. TOP OF POND 54.31 1' MIN. FREEBOARD 3 11 I ��j�l RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION CONFIRMED BY CITY DATE: 9 • FW4 m R M CU I (3) >, =N = 9 00 a .-1-% •F=4 Zi N N Qv = ;§ ,_�, asv� 4 9 _j "I LA_ Liw = " QW X o �05<d- �/\ w 05 V"�,!, �/ / M •- 0 �",.M� m UV_5; w- aQ 3 z F-- m : < W m Q- (D C ,.a W ems. L.4.J d m Q z V) Q >_ 9 == w Q cc n.. i/1 W F-- C) V) Z -I _< ., F _" V) W Z in C7 U LAJ V) 3' f ?-r /a z PROJECT REF: - /GRA 01-0012 DATE THESE PLANS ARE "APPROVED" FOR CONFORMANCE AUGUST 2001 BOTTOM 'EL= 48.42 WITH THE CITY OF AUBURN ENGINEERING DIVISION'S DRAWN BY REQUIREMENTS APPROVED BY: to ww . .� DATE APPROVED: j/ z F ;k G.MO DESIGN BY A.F.P. JOB NO.01-007 REV. DATE BY DESCRIPTION SHEET NO. G 3 161111*� ..ww .ia 1 08/10/01 G.MO REVISE TO NEW SITE PLAN 2 11/02/01 G.MO PLAN CHECK REVISION 3 03/19/02 G.MO PLAN CHECK REVISION 4 04/12/02 G.MO PLAN CHECK REVISION PF# 11S 3 or 3 L-Aa U