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HomeMy WebLinkAboutBLD94-0396 - BLD Plot / Site Plans - 3/31/1994 0 _z U z To c,, SS v T a O.o @ oCl Z Iw-- O"L • 4r A.G e SwPE. b�' C�_�►aQ--1,w-•C „� �n I �,,E,.,, -c�P. -Z, C @. ��vE crlti-��-c' , •'" r w cn L0 4Z y E. sER-c�c. �--�o , Z• ' — — — _ - _ < Z u o Q r ' LSD ^� T'V '/� —4- -11" w I / LL '� Go+'�`'p�c�c E u a� S��u ��t_A SS E o ��-L-� Y / 1 —i 1oZ.o � ` \ � � O U wZ kE .o ! � \ F-�,�:: t� �� rr w -,- N Ln I o Z' �, j'r� 1 (Z�'.•'.�� e C j ¢ PST LH E.X�S:. w 3j `r' co L 4 CIS 17 ' E---- _ PUMP SPECIFICATIONS ( DUPLEX LIQUID LVIZ PASSING 9 16" SOLID; SINGLE PHASE 3 tt•� .�,i�K,� '° G� I SUPPLIER DESIGNED SUBMERSIBLE PUMP; 7 3 _ � � I c I ZSt 4-0 t53 so. c- �E, al6•.16 �... �.+.r f uvra. \ / d I CONTROL .'ANEL OR MOTOR. PUMP TO BE DESIGNED FOR EQUAL TO BE LOCATED CFS FLOW W/ ELEVATIONS SHOWN e•e I i ..._ .., ._; �iS I ON BUILDING PER CYINER IN DETAIL .. / L.E.�.,� { t� SUBMIT CALCS. TO CITY AND ENGINEER 4 !' I ROUND SOLID LID ! I MARKED DRAIN ��.-A) R!M = �Q .3 -48" TYPE II C.B. CONTROL �► DUPLEX �ArYE� NEMA I (OR EQUAL ENCLOSUREs BREAKS FCfl � (l 3 Fs ��. c. ��..� ,_`, r \ �' '� Pvc.,sc Pc.t-�,o�.�E��st. -c+e✓�t�-� PUMP Wf PANEL DOOR INTERLOCK; ® I I CtZ"� pa�,,�.� '� Z U1 ZC i s= �`_'�`` `"', I FUSE CONTROL CIRCUIT W PANEL DOOR H �. os. -cn �.v..e..� 1al .s � 6,Sti \ M. .S�. .cam-..�.�( tov.�- MAX. EX'T. I.E. `Z-3 C� / i I v A�,K„�. ti P I INTERLOCK- MA94ETIC STARTER; GREET 1 / G4vti Oti �_ Asv\All.<�-a � �R� \c `v o �� I -'�w I `� � , - RUrd LIGHT; AUDIBLE ALARM-INNER DOOR As�� �• �_�o� I' � ilARM ELEVATION - cog. o !MOUNT; AMBIENT COMPENSATED OVERLOAD " RELAY & QUICK TRIP HEATERS. -2 SCHEDULE 40 PVC / / pl..�. �ioo.45 �ol,o Co�.•ti. �� 1 El�ltT. i iS� I • GATE VALVE ! �V 0 IINLET ELEV. =`tS.9 _�- DESIGN Q=.39 CFS pit VA I 1 I S te, I GROUT ��E" 0 `� -PUMP ON ELEV. _ 6 . S GE =MRaTat. -S -ru P4 W crux... `�A c.�c.. -vP ` c S£�'1 't-L �c-'Z." �c I -` O I ( --PACO."RIOTO FLOAT" LIQUID Rom,��-0.- . �.�`.r I I!1(' a CHECK VALVE—' LEVEL SENSGR OR EQUAL Etc , tl n..v�c ::_ I � �'►S i� I I TYP. 3 PLACES Q DISCHARGE PIPE P -- U1<±P OFF ELEV. tLEV. _ 1p 1 GENERAL CONSTRUCTION NOTES CONTROL STRUCTURE —.... ���� -� _ �$ � um �s 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO © I - - cw.�c� REQUIREMENTS AND SPECIFICATIONS. - ,..,�-tea... 2. STANDARD SPECIFICATIONS SHALL BE 1981 APWA AS MODIFIED BY co. , INCLUDING c�--cLi STANDARD DETAILS, SPECIFICATIONS, AND REQUIREMENTS. CODE NOTES : P4 PA ; �vwxT I C OCCUPANCY B2 I I I _ lac � � i 3. A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPED �' I 0 , , 9 CONSTRUCTION 2N SPECIFICATIONS AND DETAILS SHALL BE OBTAINED BY THE CONTRACTOR I'n I I ° LOT SIZE 7 .5 ACRES AND SHALL BE ON-SITE DURING CONSTRUCTION. �P�TLk-1 EX-SST. ��� I + i Zo 5AF�TY RAIL SEE BUILDING AREA: 4. A PRE-CONSTRUCTION MEETING WITH Mrs� ''�`{ SHALL BE I H �' I �c1f4�ILZ, ac ��,� 3/S EXISTING 30, 000 SF REQUIRED PRIOR TO ANY SITE WORK. THE CONTRACTOR SHALL SCHEDU_E Ctd SP -TA�� a✓�F`'( NEW 45 , 000 SF AND COORDINATE THIS MEETING. I I GAR Egg TOTAL 75 , 000 SF N 5. PRIOR TO STARTING CONSTRUCTION, THE CO NTRA SHALL CALL ONE- I I • SETBACKS CALL (1-800-424-5555) FOR UTILITY LOCA11ONS (WATER, SANITARY erk _ ! A a NORTH 72 FT (+ OR SEWER, STORM SEWER. GAS, POWER, TELEPHONE AND TELEVISION). PA"� � I SOUTH 192 FT (+ OR -) w i U EAST 110 FT (+ OR -) H 6. DURING CONSTRUCTION, CONTRACTOR SHALL BE REQUIRED TO CONTROL F,�,, - - RUNOFF BY USING TEMPORARY OR PERMANENT � I — I _ I H WEST 112 FT (+ OR -) � I ON SITE STORM WATER H III-� W DRAINAGE EROSION/SILTATION CONTROL PROCEDURES. I ' II _ ALLOWABLE BUILDING AREA: [� � I `, I1 ! 12, 000 SF BASIC + wDq H 7. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. IT SHALL BE 'C.S ' �� �0r' �- Ph-n-�► C' I t � �lZ' ��'`Z _I SETBACK 4 SIDES = 100% INCREASE y THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE X l I = 24, 000 SF ALLOWABLE UNSEPARATED SPACE ELEVATIONS AND LOCATIONS OF ALL UTILITIES, ON-SITE AND WITHIN �'�'LS'+� I I io" n o - THE PUBLIC RIGHT-OF-WAY. '� -` x C_L� S�PG'�S� r oC `��, J� V2S� TOE SEPARATE RSPADCE 2(OPENIINGSTNOTFMOREWTHAN � �Eu. I NT SURFACES SHALL BE SAW CUT FULL DEPTH WITH p,�.vu.t�� — — — .� 0�� 25% OF LENGTH OF FIRE WALL, 1 1/2 HR FIRE S. EXISTING PAVEMENT _ RATING ON OPENINGS) . STRAIGHT, UNIFORM EDGES 12 INCHES (12') OUT FROM THE EDGE OFAcrO - � ` � D RA M ING Czr'ZA; ._ EXCAVATION. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT SHALL BE PAINTED WITH ASPHALT EMULSION (CSS-1). e. 'N F. p� ( ��T� OWNER INFORMATION: � Q- �� w�,�� � �2"-0 VEEP HOLE5 + 8'OC I r,`� frG� MR. JOHN TITUS ,�t a, O ' 1602 PIKE STREET N.W. o 1` ZZ�� 4�-V AUBURN, WA 98001 ; 32� S — — PAVING (206) 735-3350 27�0 _ •: '^-1 X 5�^ KEy u , PARCEL NUMBER: - ��, p c. NORTH: 420027500020 { - -r0�--� �y`cLPoa_-T CQ•� SOUTHWEST: 420027590010 \ a U '�ac�cZ4c` SOUTHEAST: 420027590010 s su o � . oIP. 0 4 DATE . LEGAL DESCRIPTION: ! DESIGN BY SppL S ` w T-.ACT 2 & 3 OF SURVEY RECORDED IN 2-40-4 , cj) VERTI :AL DATUM ASSUMED r u 6"* fTG DRAM I'�GETHER WITH LOTS 1 & 2 OF SP NO. 1851 . �� I DATUM R. R. SPIKE IN POWER JOB NO . 10 G POLE, SOUTH SIDE SR 102 - • C�yAPPRCX. 63' SOUTH AND s l� P PARKING• o g, 15' EST OF SW PROP. CORP`. \ - � 3� Z u r EL 1CC- 00 INDt3TRIAL USE, THEREFORE PER ORDINANCE 815 ; SHEET NO . I SECTION 9 . 05 ; ONE STALL PER EACH TWO EMPLOYEES 40 20 0 40 80F T PtJ � �1'`'`t`L" ` ON THE MAXIMUM WORKING SHIFT. PARKING REQUIRED = (12 EXIST + 18 NEW EMPLOYEES) - SCALE:I DIVIDED BY 2 = 15 STALLS 1"- 40' 1 — PARKING PROVIDED = 31 EXIST. + 12 NEW = 43 STALLS FLOOR PLAN NOTES ENERGY/LIG ING NOTES 1 . ALL FINISHES & LIGHTING (INTERIOR AND EXTERIOR) , SKY 1 . INTERIOR LIGHTING: 85 WATT 277 VOLT METAL IiALIDE LIGHTS, HEATING, WAINSCOT, DOOR TYPES .AND PRESSURED AIR LIGHTS AND (2) 40 WATT FLUORESCENT.,3q j5-L.5- vZ l LINES PER OWNER REQUIREMENTS . IN GENERAL, DETAII' S OF TOTAL WATTAGE _ � 80 WATTS ^^ I' CONSTRUCTION/FINISHES SHALL MATCH EXISTING BUILDING; ALLOW = '�1 . 7 W/SF (45 , 000 SF) };' C VERIFY SPECIFIC ITEMS WITH OWNER. SEE LIGHTING NOTES = 76, 500 WATTS BELOW FOR FURTHER INFORMATION. t- L 2 . MECHANICAL SYSTEMS (PLUMBING/SEPTIC, HVAC, ELECTI"ICAL) TO 2 . EXTERIOR LIGHTING: (8) 25Q WATT HALIDE LIGHT P-a�.r--S L Z �� ���� �S-� BE BIDDER DESIGNED. TOTAL WATTAGE = 2 , 000 WATTS Z" -- ---- 3 . BUILDING TO BE INSULATED PER THE 1991 WASHINGTON STATE ALLOW 7 .5 W/LF (l, Uu0 LF) ®'- .. ENERGY CODE . ENTIRE BUILDING AREA IS TO BE HEATED TO 49 = 7, 500 WATTS - z S APPLY GWB AT RIGHT ANGLES OR PARALLEL TO STUDS . DEGREES F MAXIMUM AT DESIGN HEATING CONDITIONS . PROVIDE G L BASE LAYER TO HAVE 1" TYPE S DRYWALL SCREWS R19 INSULATION AT ROOF AND Rll INSULATION AT THE WALLS . 3 . FURNACE/UNIT HEATERS ARE TO BE PRESET NOT TO ACTIV,:.TE 1_ 24" 0/C . SCREWS SPACED 1/2" FROM VERTICAL END DOORS TO BE INSULATED ONLY IF REQUIRED BY OWNER. ABOVE A TEMPERATURE OF 49 DEGREES F. THIS IS TO '3r:: A aL JOINTS AND 3/4" FROM HORIZONTAL EDGE JOINTS . 4 . FIRE RATED DOORS PER MASON COUNTY FIRE MARSHALL NONADJUSTABLE THERMOSTAT LOCATED ON THE HEATING :ilvlT'S . FACE LAYER GWB APPLIED AT RIGHT ANGLES OR PARALLEL REQUIREMENTS IF THIS REQUIREMENT IS MET, THE BUILDING DOES N0`' r 7AVE `� TO EACH SIDE WITH 1 5/8" TYPE S DRYWALL SCREWS ANY INSULATION REQUIREMENTS - THEREFORE INSULATE PRIP- L 12" 0/C - SCREWS SPACED 1/2" FROM VERTICAL END OWNER REQUIREMENTS . l J JOINTS AND 1" FROM HORIZONTAL EDGE JOINTS . STAGGER JOINTS 24" EACH LAYER AND EACH SIDE OF WALL. (_ U c :Z II� 1 `csa Vr. T L " �O 'Lit- U G G <J G ° ° � � o �✓ o � '- N u a �f O O O O O O O Co, c� x o Z'N oocz�, S o G O O O(< 7,E '' L O ; 1 ' �`w.F•�-c`•'(. i�l.�'aL � - - �- � I S_ ems' C. �'Q-'1-' _ _ �'°S . s._ � f r�'�4 j 0 � 3 - 1 U►► �.ti.��s �ti-i. Sc-� �.�, Z.-s c.A Pp.c�.-c�-t C��, �f P4 COVER ,I Q =a PLsu�t w,4ltcoT - 1 6' VzB. (TYT'> s p n p 2 LAYER3 5/8 X GWB EA 8oE � FOR 2 PR.FIRE WA-L —6" X 16 GA MET STUDS z 1JT C i R 1g VMYL FACED N&Z- (TYP TTER TYP. C. DOME 16" oz. r S" DIA- GALVANIZED PIPE- F I" L EC�T�L� Q-1l SILL WITH C,0 ICFETE. PANT 5RIGI 7 YELLOW. (6" x 6" BCC. STEEL TUBE- ALT-) GlLt3 + . I _ - 24" X 36" MIRROR � � 3/4" TtG PLYW'D BHTCs 6" X 16 GA STEEL GLG. J8T8. - ` a 16" O.G. —48" 1-1,4l-1 WA MSCOT -�' '' r - 5/8" GILL6 BOTH SIDES ' I-III ~ I I- ► —SOAP D 18P. .• r_ 4' X 16 GA STEEL DATE ` STUDS —� i tt r (TYPJ ALL TOILETS M WAREHOUSE AREA cp - 12" d CONCRETE DESIGN BY '� SEE. �aF P ��) 4 �-� .S r 0. rtS JOB NO. . "12 GD.SHEET NO . a p�w � �V � i O N 3 ��S� ur `�-�� � � �•-(`� W�� CGLc�/��l��. �-- 5Z-�ST ` ���� S C�S`tQ�h SvG�\�� •� � �� �- +��s . Z �-fs Z tv TS Z r•�TS. ��, �-�-5 1LO ' '- F�.•c'� t-t.A-c�,v, ES `� U Q � Ex. -c e.��v -^�P S`c,?r:. G� C�-�.)iR�l1�Co Lu -_ - X=4Lea cn IL LL w o i I kc;-L,� -r-c P. `. J1 N Svg- faSE, s 0 2 U W � -- I o t . w — Lo co U co I- ",. �- I ; I .E - It v _ I f � °'t-S�acx� SF , x -•� � ' -`.�. ED I q . . r . I I I \�• . I / I FRAME AND GRATE .. ate. ) RIM 98.80 r 7Z S CODE NOTES ,o ,, I OCCUPANCY B2 I a I I IT1117 . J6 Rat •c Z` e f �t�'l 'ti, �w�.�. O E.Rc�ST. ,`Ic. ��y�� �y ��y/���y/�� 2 N : Q RE4�_Ja�E ''�•vv►.st t� V`///� V�nV//�V//I� CONSTRUCTION :<. I . I LOT SIZE 7 . 5 ACRES ---;� II i l.9 1. .1.J.7 ,► Gc�-b.Ca£_ L,4 E 1�rG.. I cka•-A tl► f ►,.E.v twv El_ E.� cr c� 4-�F*`--�- I 1 BUILDING AREA: i 1/1 3 Q'ia.Ls4ti�,� a —� t.�AII-P �� Sw d 1"z3" SLOTS EXISTING ' 30 000 SF 45 , 000 SF 0 1 '"'w �ASpuA�,,T � B.�.kc�\ ` '�' I 0 o GE�T:"1!fL FABRIC NEW QH�.;�,.-x� A►S t�sao 63`� E.k. � t'�'"- _ � � TCTAL { Fk. 75 000 SF M g% ,?� I 12"MIN o - -,)ti — � l'1� o SETBACKS : 2 ( `. �• \ le + 1 F. I o o NORTH 72 FT (+ OR -) .,' Ij , PP.vu►.+L..� I , Pc�vu.,c�. �? o o S�_�UTH 192 FT (+ OR I I �. i2" f� E_�S T 110 FT (+ OR to l.o ,v k--!_.o { { �� g. WEST 112 FT + OR j r-- —CLEAN GRAVEL ( -) - �V_l5,-c'. � � I �' t e" BACSFILL ALLOWABLE BUILDING AREA: 12 , 000 SF > ASIC + s $vFF�.tL SETBACK 4 ODES = 100% INCREASE lP' yP Sw+ C 3"J SF� I IA C = 24 , 000 S_ ALLOWABLE UNSEPARATED SPACE D � AMC � � THEREFORE PROVIDE 2 HOUR RATED FIRE WALLS 0 TO SEPARATE SPACE (OPENINGS NOT MORE T 0 I i �� .L-L• 4Z4 E 5�` `� , k= I I I f`' 25 o OF LENGTH OF FIRE WALL, 1 1/2 HR FIRE RATING ON OPENINGS) . r �, i ►-r +� fA CV�x_. IF 1 OWNER INFORMATION; I I I f = Mil:. JOHN TI i LJS _ 1602 PIKE STREET N.W . AUBURN, WA 98001 I �` - (206) 735-3350 GENERAL CONSTRUCTION NOTESA� M o RUC PARCEL NUMBER: NORTH: 420027500020. 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO I + sew 00 SOUTHWEST: 420027590010 SOUTHEAST: 420027590010 REQUIREMENTS AND SPECIFICATIONS. Etc. , C�as1 � � � 2. STANDARD SPECIFICATIONS SHALL BE 1981 APWA AS MODIFIED BY ` ! ❑ �� Gk �Tc'� Ex� ;;- INCLUDING STANDARD DETAILS, 3ATET1' RAIL) 'cLE LEGAL DESCRIPTION: F'a' R- P'- I I ` I Lti� 4r C.o,,�'r TRACT ? & 3 OF SURVEY RECORDED IN 2-4 0-4 SPECIFICATIONS, AND REQUIREMENTS. I -�.,z , C��s TOGETHER WITH LOTS 1 & 2 OF SP NO. 1851 . �7 3. A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER EI7Cs5 SPECIFICATIONS AND DETAILS SHALL BE OBTAINED BY THE CONTRACTOR AND SHALL BE ON-SITE DURING CONSTRUCTION. PARKING: �1 INDUSTRIAL USE THEREFORE PER ORDINANCE 815 - 4. A PRE-CONSTRUC110N MEETING WITH SHALL BE - rG I i I �pl I Z� I I _ _ SECTION 9 . 05 ; ONE STALL PER EACH TWO EMPLOYEES }� C 1d SP�►c ES. � ; I U ON THE MAXIMUM WORKING SHIFT. REQUIRED PRIOR TO ANY SITE WORK. THE CONTRACTOR SHALL SCHEDULE _ — _, I + PARKING REQUIRED - (12 EXIST + 18 NEW EMPLOY EES) n4 - AND COORDINATE THIS MEETING. / I _ DIVIDED BY 2 = 15 STALLS 5. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE- f ` I I I— PARKING PROVIDED = 31 EXIST. + 12 NEW = 43 STALLS CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY �C kZ` SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 6. DURING CONSTRUCTION CONTRACTOR SHALL BE REQUIRED TO CONTROL ! lc" oo 0 o a Q L ON-SITE STORM WATER RUNOFF BY USING TEMPORARY OR PERMANENT F t I a @- �$� (moo o H DRAINAGE EROSION/SILTATION CONTROL PROCEDURES. Vc�n--"r• O �x„�;� DE E-1 ! t �� D�AN[W_l C RAVEL [-A i 7. LOCAl10NS OF EXISTING UTILITIES ARE APPROXIMATE. IT SHALL BE `i..5 ' �-k. e:e.��.�....�._ Pc•c��,�.�,_,� I �, w � i THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UTILITIES, ON-SITE AND WITHIN �'��-�5-�� l THE PUBLIC RIGHT-OF-WA':'. ��.��:MF-� �c � I � (-Z( SSA-��s� l �2 iLEEFI OLE5 • Voc � � o. t1iJIIN(i h +VcMtNI $lJnrACt$ Srt4LL bt SAW l;l1l FULL D[Pirl WITH I ! j�AVtaC�j — — .. J STRAIGHT, UNIFORM EDGES 12 INCHES (12 ) OUT FROM THE EDGE OF I I — EXCAVATION. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT ` PAVIt� SHALL BE PAINTED WITH ASPHALT EMULSION (CSS-1). � ! l_taGd►r � �Z W� Z 1A-1 1A,!� ' ( I t'2" X 5I/2" KEY COAT 1 4Z.'" J � C c �s O Z- O°OOg 2r060 I�. -t Tom �4.c�PQ tL-T R-p — 10 l I 6 • FTG cRAN t 3 p u I DATE _-- - - S F DESIGN BY VERTICAL DATUM ASSUMED - - � _ DATUM R. R. SPIf�= IN POWER POLE, SOUTH SIDE SR 102 , �.� JOB NO . 15 ' ES APPROX. OF SOUTH AND �-7 15 ' EST OF SW PROP. CORN. EL 100. 00 SHEET NO . 40 20 0 .40 80FT I SCALE: 1"- 4-0' P �taJ9 �• b3q� _ -