Loading...
HomeMy WebLinkAbout129 N OLYMPIC AVE_993613_2026 IAov-, Z � { 1G1 1 � _ �� 1 (0 , 15 14- 13 77 I I ' IqIF V. N h �39 Y yr -,clu Loh v a� C to v) 1 Z 3 4- 5 ? tl ;3 17 1& 1 � 13 ` A V IIr OWN-- - *. - ._... G-T0N 'ANCES AT TEES ARE FROM CENTER �� S. IN MEASURING TO LOCATE TEES FOR FUTURE H O M I S H COUNTY �Yv A S H i TON IONS BOTH THE DISTANCE 'UP' AND THE DISTANCE FROM ADJACENT MANHOLES SHOULD BE MEASURED > ERROR. \R.�C O R D Q R A W l N G 0 NOT-RELY ON ONLY ONE MEASURFMENT D - {;I • ATEi NOV• IS58 aca►�.c:s"=sC :,•, �c •. ��c GRAY & OSBORNE 25.a CONSULTING ENGINEERS fMECT ,�v' CHKO YAKIMA.WASHINGTON ram+ SSE 4LEV1510� wPPO SPEED MESSAGE TOOL FROM 'j& era SUBJECT Imo, 3 o,�. r999 4 oaTe �A Aie a y 0 U U Q 0 r � a 0 Q ' p m J W U) a J p Q a m o d C N N U as � w U O 0 CCZ 0l) C O C Cl) � L o w cUC3 (nLL ai Cl) ❑ ❑ ❑ ❑ ❑ ❑ aW a I C'1 d ` � w a W rn W U al 2 p ZO Z � c m Z w o U c = Z v� O ❑ m w E co cm c O O I— U � V N � o Co Z vi m co ti 0 m ,_. CO cn z a Cl) E ci w ` Z ❑ ❑ ❑ ❑ ❑ L a. Q U O 0 3 ° o o� o m It w Cl. a) o O z J Z _� •c a w W o � a • _ O ; w a� co ° ., a J~ ° c cn o 0 0 a c°i «• M rn C Z } O � C O O C L Q O as O N U) Q N - C O O O O 7 L c w > H o U) a c O a� U) o ro a Z o I C7 C) U) LT- S aOcn F. QH W OCl O ❑ O CCU Jcz Q w o CJ W r� CC CC w — cc v ( QO Q z Z � U 0 O a,Z � cap Z ' ❑ ❑ w o V .� (� Z -C cz O m w V E cz Z w Cl) � �- L"L c5 0C � W " +_CD co CZ C Z IL Q U O 0Q4- jrO JZ 0 aLL W O " ° a c -COO Lb _ i d aD c J 0 7 V 0 U L Q > o c o o o co .. ❑ ❑ U U v Z) LLLL � � m O Q Q Q Q � ❑ ❑ ❑ 0 0 ❑ O I W v mall W F- o Z. � W �c ao' °No= co a -D . 0 o QO co c "O ft U CO w �- J V CLO 3 c H (D (—I) o as W ❑ ❑ ❑ ❑ O m (� Lu W ~ W a (LU H O rn — Z rn O ❑ ❑ m O w c`o = c O O H 0) CL W co + t c p Z co CES j vai Z d lL (n (D CC 0 V N N CC IL CD as E 0 � CL co 0 Z -jz 0 j0CD 0 ° a O cn c � q o o U o a 1 O v - c� rn C U) O U N 1 ` I a� s v O > m cca cn J L o a�i oca ��• O ❑ ❑ O � ❑ O ❑ 00 ❑ O c W v I w o v � a oY W L o ca Q ( m c Q$ > W ca y (/� Cl) c Op cS1 O o � z Y o W 0(.) 0 n 'c S F- J a_ O �� I ai W ❑ 0 0 O n _ d. Q � N � ;�` w rn H w V I ! O Q p 1 Z z 0 co P Z co CD n � W CJJ ii IL co ) � U' Coca ` Z O Z d W E a c ci w Z 000 ❑ 00 G. o� Q U O o ° 0 o W J cc .0 CO O Z -JZ w w I ~ o e ; J °o g E o Q c O U N c C _ .p 0 Q N fa Q 1 L c O O m 0 ❑ ❑ U L U w w 2 O C o000 3 00000o0 W 0 � U o C�v J ' b ° caw co '6 cAQ a. = a o O Cu- ° 1 `� cd o ° L c moi o � � Y 3 ( , � ` w C'3U (DU) o �J J � z O c ai Cl) ❑ ❑ ❑ ❑ ❑ ❑ Q � � �� 6 w o s o d � � � II v� QL N W W E- w ;� 1 O a Z z co I. _ (Y1 U O O Z c aD Z \ w o U M ro V ❑ 00 w 0 0 0 :\ aji W r �� o 'cri Z CO Coj uai Zcn d to C`3 CL ❑ a� m g ,� ( Z W E o c m o O ❑ ❑ 0 ❑ o. CL<C) � � 0 I k Z Qz CLco w o41 OO c I l o c > cr- J o o c� cn o LoL ° i LO Q0oo J � 0oZ _ L cCD Q > cNu rn J o 5 2 °O N w 2 F— Q fj\ CIS c 1c ` � W c O m Q (1 m � c > W N � :3 O Y 0 o ° .c J ► IrZ L o \ W C'3UC7co H U � � O i a� N 00000 Q : W O o t cu 0. D N W rn W � cC w w z0 ZCO c Z , o ❑ m ° w E c co a o V F L 0 cn a cn 0 co C7 cc 0 cn c c m 0 ' w Z 00000 a Q U O o o 5 o aC 75 W � LL z J z a c CL LL j0 ° a� a) a J aQ w a a •o cc 0 0 > ° L v r c 0 s o o °oZ o i w p LLJ co . o � Q ::) 0 ` ` (oI NN Q � � v) o Q W V N 0 cn C p 7 cd 7 O C U 2 O i C to ai Cl) 000000 DC mi _ q a � o s N o a a CIS —j W a 1 N 1 W rn LU m c Q z °C r p oo co ° " ° z as � _ � � � C o U V E- � cua Z co � a � �j W s c o .= z ` IL 0 cncDoco \ da o) ZQ O ' o -0c oLL z z 00000 -0 _ CL " • j0 � ° ^ w a� I � Q o H ° o J O U •• co «- C Z' i a0 (D a) � � � � � � o i C:c $ o 00 ci 2 � < o 0000 to a 000 L c ` CJ p > ° Vj (J� (A a -° c �c W ca c ° o c�—a r o � c += c L 1- > d W cco ` `� ° C U — cu = c .r 9- O U o 0 cn c ° 2 ca 0 cc LIJ 0 C� o 0 -H 0. r QW -0a w c 0 z C C li Q Q O Z co�... z co C o ` ❑ m o w ~ c ca m CIS �. Z iri ca a U W C7 0 W c W COz N c c w ❑ ❑ ❑ ❑ ❑ O. IL 00 3Uom Z 5 0 .0 � LL N� C o V O Z m c a " Q O n ° > a� s >. m c -cc,, o � a � o �n o 0 0 0 � J o U «. ch rn c � �` O V L cts c C O U N C c 'D a Q > " ca cn J a a. C V O cma N O O Q O 0 N O (� ❑ ❑ U d U D Li Li m3: m 0 c v F- ° CL C/) a W ° rn ° o D c = c J 0 a).0 Q La— O � c � c _ _ V m m c o ca � 0 ca o c Cl) W C7U (DC/)M s N ❑ ❑ ❑ ❑ ❑ ❑ � Q H W J W v uj cm N W LU cc C w c O 0 � Z Z rn o U c t ca Z c ►: 11 u�i Z d LL C'3 W N -0 O —0E Z ❑ ❑ ❑ ❑ ❑ ❑ N 0 0 0 0 m 0 oc LL CL Z cn J z -a LL o o W j0 ° a — ca (D 0 Q C C 70 O O (a Lo F" O O U O a J O U — co M E N a O N cn C J c roC D CO ca m O Q > ,r cl) a)J i D N O ca O ❑ ❑ ❑ N O ❑ ❑ �1 ❑ ❑ 1 - p W o L J U) Q C Y W co c o o co c J o Cr a U o CD a c co *k a❑J ❑ tNo o 0O !Wa1J ❑Cc7o ❑UOv> ❑CN7 ❑c❑n ❑i❑i o a0 3:ow W Z ca 0 Q ZQ Za OrnZ OW C L LcC ❑❑Carnco co � 3: O) C N o W Z U) C7 CC 0 " v Q Z E " ❑W a o o �� a) o O z L WI > CL a o °-' - O G. • > ; co >- L c > O Q c c � O O cca o J O v � M m cz C U) Z' O L C co p C i C N ;_ C N O co cn J � 0 o 0 0 co ❑ 0 a � U Z) U- U- m0 J LU ai W 2 �. l W Q c 15 cz J ca �' oo QC� Q 3Fn IS 0 CD I Z Y C v W m o ° 2 c u=i J a � o N C'3UC7U) LLS H Q W ❑ ❑ ❑ ❑ ❑ ❑ M J U o C Q O LU N W W ! c Lu x — 0) C -co„ � � C Q 0 Z Z Z �— Z w c — ❑ ❑ m o U H c� s cu W CIS" iL L O L Z cn v �' QU) a LLOU) C7OC � W "= N a) c z N E ` }' c a) w Z ❑ ❑ ❑ ❑ ❑ ❑ O _ Q U O o api W a � O J °- O Z -0 � 0 In CZ a� V o ono Q � c O +' 2 J O Op C cz �' Q EL O N vpi � J "O p 7 0 0 N OC O N � Q j 0 0 0 0 +• ❑ U F C) � LL LL 2 � 2 0 0 W H o U) a J Z) CZ `� O cz Q. Q W C} CL O cr i co ca o� CUC3 � i w ❑ ❑ ❑ ❑ ❑ ❑ O J W O L Q J ! w C 1 M a O cis U a _O Z z ro c a� O �. - ❑ ❑ w oU O .� Z sco Z (� i U a i� � c� Z N LL CA O. 0 3 3 0 E Z ❑ O ❑ ❑ ❑ ❑ Za Q U 0 = � IL o a J Z a cl) a Q O m o ? Q— o o c c c F- O o v o o c 70 M c Nfin C J Q U p y > C O 0 0 0 +� C 1 0 w H o cn a �J LJJ co � ' oc O C13 W c d c cu QH wcc rs\ O ❑ ❑ O ❑ O J w s u' O Q � N w 0) H c OC ., a 0 O ¢ = p_ Z U O Z C—Z a)Z O,= zv w ° mco ea 70 W Z CO ro " j UCL ) z N LL O co I - 0 3 o '� w Z 00 ❑ O ❑ ❑ ZIL Q U O o -�°� Q o o w0 J z o v a LL w O N a > cn o J ° Z 0 0 0 c0 0 cZ 0)•i6 'c i IL 0 _ 'O i Q (� cn J L a O O V °O O O C O 0 0 y� ' ❑ ❑ ❑ ❑ CLL ❑ _ n ❑ ❑ ❑ ❑ C Y i v CITY OF ARL. INOTON CONSTRUCTION PERMIT PERM I T NO_ a 99-36 1 3 Omer: GRANDVIEW INC PO BOX 159 ARLINGTON 98223 Value of Mork: $3,900.00 Tax ID: 3788-006-018-0009 Phone: 435-7171 Describe Mork: ROUGH IN & TRIK PLUKBING Proposed Use: OFFICE BUILDING Legal Description: Job Address: 129 N OLYKPIC AVE Contractor's Name Type Address License# I.M. MECHANICAL CONTRACTORS PLB 26805 NE 144TH PL IMMECCI066KP P E R A I T F E E S Equipment and Fixtures Number Fee Total Charge --------------------------------------- ------ ----- - ------------ PLUMBING FIXTURES 6 $7.00 $42.00 S U B T 0 T A L...... $42.00 TOTALS Fee Fixture $42.00 Plumb Permit $25.00 State fee $4.50 SIGNATURE: TOTAL FEE................. $71.58 HEREBY CERTIFY THAT I HAVE READ N EXAKINED THIS APPLICATION AND PAYKENTS..................$9.0 kDIINCES THE SAKE TO BE TRUE AND COR- T ALL P VISIONS OF LAMS AND TOTAL DUE................. $71.5e G VERHING THIS T E OF KLL COKPLIE WITH ETHER CED H E!IwdT. DATE RECEIPT #GJQ9 _3 BUT IMG OFFIC L r �f Gl lil+! 1 !"r1T '�!'•. -1•yll iM tr r, _ - _.. . . i 'i � � .. .'i•ti�q�.� .., ! 1 . . . . ..! A r 11' i' it rAM;;l�. -:r•i ... - '� .•�'.. r Cti�. . . . . . . . . . . . . . .ca'i.H3KYA=1 V• . . . . . . . . . . . . . .:alla .IA'Cil'r A i,. 'il.W w .i_ C I Tlf OF A RL I mp-raN CONO-rRUCT I ON PERM I T PERM 1 Y AIO_ SS-34aa Owner: GRANDVIEW INC PO BOX 159 ARLINGFUN 98223 Value of Work: $216, 198.00 'Tax ID: 3788-006-018--00@9 Phone: 435--7171 Describe Work: CONSTRUCT NEW OFFICE BUILDING Proposed Use: OFFICE Legal Description: Job Address: 129 N OLYMPIC AVE Contractor's Name Type Address License# GRANDVIEW INC. GEN 7969 200TH ST NE ARL 98223 GRANDI*065D1 TOTALS Fee Plan ermit Fee $1 487.25 71 - ` Park Mitigation $222. $�$40 0 (� \ State feed .5 v �4.50 TOTAL FEE. ....... ... ...... SIGNATURE:x`�'� f2,230.46 I HERE CERTIFY TIT I HAVE READ PAYMENTS........ .. , AND EX M NED THIS APPLICATION AND •••••• • $450.00 KNOW HE' SAME TO BE TRUE AND CDR-- RECT L PROVISION DFS AWS AND TOTAL DUE....... ......... . $1,780.46 ORDII -N ES GO RNINS IS T PE OF WORK WI L BE 'LI ' ITH HETHER DATE RECEIPT # SR C .F ED .HE I D ���� DING OF I AL r ��.� r 1 i.I l.�.i L GRANDVIEW HOMES April 29, 1999 City of Arlington Building Dept. Attn: Dave Anderson 238 N. Olympic Ave. Arlington, WA 98223 RE: Office Building on Olympic Ave. Dear Dave: We are proposing to construct a single story office building at 129 N. Olympic Ave.. The building will contain four (4) suits that will be leased to the general public. We have read the city's Central Business District Design Guidelines and feel that our project meets all necessary requirements. Do to our time constraint we would like you to begin with the plan check. We are aware that if permits are not issued then we will be forfeiting our plan check fee. Please contact our offices at (360) 435-7171 if there are any questions. Sincerely, R E C E I V.E® Scott T. Wammack Manager MAY a 3 1999 CITY OF ARLINGTON PO Box 159 • Arlington, WA 98223 (360) 435-7171 9 Fax (360) 435-2265 I r 4 T I IF 0 AV I 6�, 1 6' K I I I c —II I.. fG II 4A. • • J. 14 mo 1r w Ill A L, - bit I _4J I LL v It ir. • a •it r 14 —,% ej I r. 4 will • w IF ww:- I wz • wy -71 w I I Pill I . 61 1 100 k. I w X d?,A I wo 4 Ir wl wl �ww I z Iw_ 05 I '_ - I IT - !_ it b _j� I a 4— ww 1 .6; wZI 1 0 1, .6 6? dic Jiii . - P-1 - • :i; 1,4 I I— zil . I 16 14 4 ri ww'.. • r IF ww. I I ► Ll L! I fill 44T • IN I I it 1 1 14 'PI li > .I 11 AFFIDAVIT OF PUBLICATION City of Arlington State of Washington, ) Department of Planning and County of Snohomish, ) ss Community Development Design Review Committee Notice of Public Meeting � +�.,S GI ...................... Being first duly sworn on oath deposes Notice is hereby given-that a Public and says that she is the secretary of The ARLINGTON TIMES, a week) Meeting will be held before the Arling- ton Planning Commission (Design newspaper. That said newspaper is a legal newspaper which has been Review Committee)on May 18,1999 at approved by order of the Superior Court in Snohomish County June 18,1962 the hour of 7 P.M. in the 2nd Floor City in compliance with Chapter 213 of Washington Laws of 1941, and it is now Council Chambers, Arlington, City Hall, and has been for more than six months prior to the date of the publication 238 North Olympic, Arlington, WA P 98223. hereinafter referred to, published in the English language continually as a The purpose of this public meeting is weekly newspaper in Arlington, Snohomish County, Washington, and it is to review a building permit to ensure its compliance with the Central Business now and during all of said time was printed in an office maintained at the District Design Guidelines on the Grand- aforesaid place of publication of said newspaper.That the annexed is a true view Inc. construction of a single story copy of a 3,000 sf building for office space. File Number: NOTI.CE..OF..PU.BL,IC..MEET.ING..FQR..rUM..L)ES.TM..Rk,V�..CQf 'Z`�'EE Bf ject's 3 Gy�locaview Inc. as it was published in regular Project's general location: The pro- p g ar issues (and not in supplement form) of said fact is located on the 1001/ block newspaper once each week for a period of....1......... consecutive week s Olympic Ave.in the NE 1/4 of Sec.. N. h n 11, ( ), T 31 N, R 5 E, W.M. Nearest intersec- tion is Olympic Ave.and second St. commencing on the ....5TH............day of.........MAY......................19 .99..., ,All interest parties are invited to and ending on the ......5TU day of........MAY.....................19 .9�..., attend the hearing and make comment. g •••••••••••� Y Files are available for review at the both dates inclusive and that such riews a erwas regularly distributed to its Department of Planning and Community P P 9 Y Development at 238 North Olympic subscribers during all of said period. That the full amount of the fee charged Avenue, Arlington, Washington 98223. Comments may also be submitted in for the foregoing publication is the sure of $ .40_98................... . which writing to the before mentioned address. a t has been pal in full. Written comments must be received no later than 5:00 P.M.,May 18,1999. �y ..... Special Accommodations: 'rho City ubscril a and sworn to befo rne, this of Arlington strives to provide accessible meetings for people with disabilities. 51XH d y Of MAY 1 g 99 Please contact the ADA Coordinator at r'JQ"�/ f...... •• ............•••. (nly) by 03 n the Friday prior ( the .. ; .G......... .l%""""""' . only) by noon the Friday prior to the ••••••^••••••••^•••••••••••••••••••••••••••••••••••••••••• meeting date. Notary Public in and for the State of Washington Should anyone require additional Residing at Arlington. information, please contact The Depart- ment of Planning and Community Devel- opment at 435-0724. Published:May 5, 1999 ARLINGTON TIMES P.O. Box 67 Arlington, Washington 982.23-0067 (360) 435-5757 CO Ito RT�y � y 1 I _ ■ ` ■ . J ■ ■�■�, No 1 ■ � � ■ A r 1 I _i ` 1 ' ` ■ J r' ■ 1 ■ _ � ■ ■ ■ No � ■ Ii :� ` ` r-1 ME1 ' 'T - r ■ r ■ -- ,EEE ■ _ ENEEN ■ I ■ ■ i_ ' 1 _ ■ ■ II or ■ 1i♦ i EMI■ . ■ ■ 1 ■ 01 ■ LINE mL1 r _ _ _ ■ Z ■ Y Z T'dW ■' ■■ ■ 1 w 1 -ro. 1 A . . . _ . err ■ ■ ■ MEM■ _ , ME - NONE 0% . C . 0 Own ME, r , 1 ' . _ . MEN ' ON ■ ■ ME - '■ ME NI a IT ��;�� ` rir•4�b; •r••��S u .v, `•• .•...!._. �l ,• r .`ri�rir rr.�% ;', f ��(,. zs, sk. ,J."^-c vi .sia../s.�.ai- ,��,(�'aaw:.:n"v'^-�� .w...s..,.a`r �-•—TC:wm:.�p r' /� ��� "`�:. ..,»nnnm?}O.mmYv[.x a�nFSrt!!^�nJvfilo�Y:.\m!Rn. A mlav%t5 .vO. %M1MlAIXtK• j1F U g 3. w v O U z C7 • -W �, ? t ,may rn z W ? y 0.0 w � U .� oow J Cd W O pu zt. t U w Ca O < p o o z oat z ] A � A o a z zo . l -J pa 1-4 �z 1-4 O H `J ,, CC z N U c�i< ' S b z w � � w w v • u x x O , V) J I 1-0 o ^� w \ EMT, I V4 u z N Q N G H m A w C o� H w f U w C 3 � wUl _• ��j ;r4 Q L FryEw r P-1 �• C'' Ai rya swmt�w ti ttuxwwvw a omnnc �wmm�ora �, r" - ti City of Arlington Building Deb PUBLIC WORKS DEPARTMENT CHECKLIST PERMIT # ._ : c. , DATE D -10 ACCOUNT # NAME: I - ADDRESS: k Q nH IM P J C_ O U E. LEGAL: _(X 0 'f IJ BUILDING USE: _(',, C /Y', # OF BUILDING UNITS: TOTAL ERU DESIGN UNITS: Item is inspected and complete Existing Required SIGNATURE: Date WATER METER REQUIRED: r'C HEALTH DEPT. APPROVAL: SIDE SEWER PERMIT REQUIRED: GARBAGE CONTAINER PAD: CROSS-CONNECTION CONTROL: (— BACKWATER VALVE: SEWER REQUIRED: Off site y= C A,.k �•.p,� On site l /0 --)(--CURBS: Off site On site SIDE WALK: Off site On site i PAVING: Off site On site STORM DRAINAGE: Off site 1 On site PRETREATMENT DISCHARGE PERMIT: YES NO N` WATER/SEWER FEES PAID: YES NO BuildtormsW-check e I FIELD @G1 CASCADE TESTING LABORATORY, INC. REPORT No. 35453 ' TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE DATE CERT.NO. KIRKLAND, WASHINGTON 98034 (425) 82 3-9 800 ��[�j]Q O��C,!/' EVERETT (425) 259-0817 �7�// 1.J G PROJECT bL /vPjC OffJ LOCATION RECEIVED zi 1� ERMIT NO OWNER TO: ---c129P]ziii:�� g€D 16-1999 WEATHER TEMP. AT AM JJJ uf( AT PM CITY OF ENGINEER ARLINGT�►v ,,,c ARCHITECT ATTN: THE FOLLOWING WAS NOTED: CONTRACTOR FIELD TEST DATA TRUCK SAMPLED 2JI16 TRUCK TICKET NOS3398z4' MIX NO.,K. BATCH DATA FOR 1 CU.YARD UNIT TEMP, DESIGN % ADJUSTED TIME SLUMP %AIR WEIGHT YIELD CEMENT ASTM C-1064 WEIGHTS MOIST WEIGHTS ASTM C-143 ASTM C-138 FACTOR CONC I AIR CEMENT FA. AIR TEST METHOD: ElPRESSURE ASTM C-231 OR ❑VOLUME ASTM C-173 CA. TYPE OF BREAK: (a)Cone (c)Cone and Shear (a)Columnar WATER (b)Cone and Split (d)Shear TOTAL COMPRESSIVE STRENGTH CYLINDER DATE DATE AGE AREA TOTAL STRENGTH TYPE NUMBER MADE TESTED DAYS SIZE (SQ.IN) LOAD PSI BREAK 11 ' z- 7 8X tLX 163-5on Iq y 'ASTM C-1231 ❑ SAMPLING IN ACCORDANCE WIT SAMPLE P/U DATE ��LJ � ASTM C-617 Ca-b7 TEST METHOD APPLICABLE CODES&SPECS. PRODUCERS: CONCRETE CN� CEMENT CU.YARDS PLACED AEA ADMIX. CAC12 % DESI�Gy,NySTRENGTH 2-000 ,yin a,i PLACEMENT AREA&NOTES �C.EC I�IBXA�oR INSPECTO A'� �Z��9.�J COPIES TO: //,� SIGNE �© ' t MuCASCADE TES" �)G LABORATORY, INC. TESTING&INSPECTI%. I ENGINEERS PREVIOUS 12919 N.E. 126TH PLACE REPORT NO. No. KIRKLAND,WASHINGTON 98034 (425)823-9800 EVERETT (425)259-0817 DATE CERT.NO. -9 o ql& PROJECT O 01-71 LOCATION TO: /2 0 J BLDG.PERMIT NO. OWNER PF(F:JUL 9'5'-3+23 WEATHER TEMP. AT AM 1/fij AT PM ENGINEER •^ R "�s' Rn3 s�_%���a �il� ARCHITECT ATTN: CONTRACTOR (2) (3) INSPECTION PERFORMED ITEMS INSPECTED — FOUNDATIONS \_ RESTEELICONCRETE _ RESTEEL ONLY _ FOOTINGS _ SLAB v RESTEELIMASONRY _ STR.ST/WELDING _ AUGER CAST PILES _ COLUMNS OTHER — STR.ST/BOLTING — DRILLED PIERS WALLS BEAMS (LOCATION(AREAS) [JA2 LS © S• �I�VS l Sr L',rJJ (5) CONCRETEIMASONRY MIX NO. DESIGN STRENGTH(f'c) SUPPLIER TOTAL CU.YD.PLACED SLUMP(INCHES) SPECIMENS CAST \ AIR CONTENT(%) SEE CYLINDER REPORT NO. V YES_NO_ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG.DEPT.APPROVED PLANS,SET NO. REMARKS:Xi.6AA AS ZIA A4,q,5 8 6R S t51J S G ,PF A/1 t AX86 -o� J)84r TAEXILN15 /�`IATbcte/AL CRZ>��7'" ,/�LAC'�D By ,/°rF>rll� � CausaLDt�7cD B`>' �larL �t.$XllraR, INSPECT O 41�;l/ 17 -32-39 COPIES TO: 2�j FI E D R E PO R T SIGNED: Revised 12/97 ,, I CASCADE TEST "'(.-3 LABORATORY, INC. TESTING&INSPECTIC )ENGINEERS PREVIOUS R' i I W, .R 12919 N E. 126TH PLACE REPORT No. No. �� fit KIRKLAND.WASHINGTON 98034 (425)823-9800 EVERETT (425)259-0817 DATE CERT.NO. -2l?'/0j'qv& PROJECT Zx?nric4 /CE LOCATION TO: 2-9 N. OL VP2 P r BLDG.PERMIT NO. OWNER I99 WEATHER TEMP. AT AM AUG 3 L V(19 Sunl AT PM ENGINEER ARCHITECT ATTN: CONTRACTOR (2) (3) INSPECTION PERFORMED ITEMS INSPECTED — FOUNDATIONS _ RESTEEL/CONCRETE _ RESTEEL ONLY _ FOOTINGS _ SLAB RESTEEL/MASONRY _ STR.ST/WELDING _ AUGER CAST PILES _ COLUMNS OTHER — STR.ST/BOLTING — DRILLED PIERS WALLS BEAMS (LOCATION(AREAS) 11rT" i (5) CONCRETEIMASONRY MIX NO. DESIGN STRENGTH(f'c) SUPPLIER TOTAL CU.YD. PLACED SLUMP(INCHES) SPECIMENS CAST `A_IR CONTENT(%) SEE CYLINDER REPORT NO. V YES_NO—ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG.DEPT.APPROVED PLANS,SET NO. REMARKS: Ream 4,- i8g RAr15 CELLS T,)ERt �ft6-�17J4 Or DktE)"MOL4s A4CLD 82 PUMP ' C'��1SaL�17A � 'dip e'LEC. V1,aBmog. __fNSPECTOk_?&;;� W,9A *AY -32-323j_ COPIES TO: FI E D R E P R T. SIGNED: Revised 12/97 I icCASCADE TEST--�G LABORATORY, INC. TESTING&INSPECTI, /ENGINEERS PREVIOUS G+ (^ 12919 N.E. 126TH PLACE REPORT No. No. r; KIRKLAND,WASHINGTON 98034 (425)823-9800 EVERETT (425)259-0817 DATE CERT.NO. 8--5-99 �t9�z-9/E PROJECT rblApi / LOCATION TO: 15 /Aj. /> 1 BLDG.PERMIT NO. OWNER dl fin: I V D 99.I 3 WEATHER TEMP. AT AM ]nsa.41 AT PM ENGINEER ARCHITECT ATTN: CONTRACTOR (2) (3) INSPECTION PERFORMED ITEMS INSPECTED _ FOUNDATIONS _ RESTEELICONCRETE _ RESTEEL ONLY _ FOOTINGS _ SLAB RESTEEL/MASONRY _ STR.STIWELDING _ AUGER CAST PILES _ COLUMNS OTHER — STR.STIBOLTING — DRILLED PIERS WALLS BEAMS 1, (LOCATION(AREAS) ?ZLS kkr`,S n 241E L/17— MCS11005EIMASONRY MIX NO. 3 DESIGN STRENGTH(f'c) 26DO SUPPLIER Ciff j TOTAL CU.YD. PLACED 9 SLUMP(INCHES)AL9I0 SPECIMENS CAST S X/GX IL AIR CONTENT(%) SEE CYLINDER REPORT NO. 3�9-53 YES_NO_ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG.DEPT.APPROVED PLANS,SET NO REMARKS: AFB"m /gS ncR PLAjjS E .5 0-S 061I_S 08e1 r czggN F Fivz ac aar�10u3s /7,06n, 44. GAk u i A,4 CL-D SY P4MP CZW S eL/9 A'l AEJ RI C 1�/a3R�4ToR- INSPECTO !LI 3� COPIES TO: r, t FIE REPORT SIGNED: Revised 12/97 3' 17 l' C - ' - f t- G RANDVIEW OMES June 22,1999 City of Arlington Building Dept. Attn: Dave Anderson 238 N. Olympic Ave. Arlington, WA 98223 RE: 129 N. Olympic Ave. Dear Dave: We are requesting a variance in the number of required parking stalls for our proposed project. We are requesting the number to be reduced from six (6) parking stalls to four (4). If you have any questions concerning this project please contact our offices at (360) 435-7171. Sincerely, RF Scott T. Wammack Manager Jtj* VFW Grandview North; L.L.C. 1999 ro" PO Box 159 • Arlington, WA 98223 (360) 435-7171 • Fax (360) 435-2265 � ?1 . • '• r �� .. . , ,-I\ I • ram►' r. .. �r �. •\ '1 I , I 1i- _ 1 •I• — '• r ; _ � .•�'• T' I •I• +. It'— 111 •1; '^ ., _ .1'; -�1. � ct � - _• I � ' � J.'. I' 1.: : � _.;,•�� - • - - JL • 'r L ��_- rl � rl •Ilw'r,} '..� •I HIV 1 .', �,• -,.� . _ •• _ -�; !I •�► i :� I r' Ire T r, • 1 — _ .1 — r _ I Il — � �• ��1 arm '' 1�#•, •� � / :{:" �� ° . ''r.x it ,. — .� T • . Yl le tj f • • r ' I — � r, a �•I �. � I � .1 r, _ —r' •► I _ �. — • — CITY OF ARLINGTON Bitilding Department June 1, 1999 i Scott Womack Grandview Inc. P. O. Box 159 Arlington, Washington 98223 RE: Direct Expenses Public IIea ug for Design Review C nunittee Building Pc !lit 99-3423 - This Statement/Invoice is for "Direct Expenses" incurred regarding the above mentioned project. This invoice is in accordance with Arlington's Unified Development Code Ordinance No. 1121 regarding Development Fees, and is payable upon receipt. Statement / Invoice Date Description Credit Debit Balance a5/05/99 Notice of Public Hearing in Newspaper $40.98 $ 40.98 Balancedue . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 40.98 Payment due upon receipt — 13 D Please make checks payable to: City of Arlington r 1 P—Z1133:2 Mail to: Attn Reta City of Arlington / ._ 3 q 238 N Olympic Ave Arlington, WA 98223 238 N. Olympic Ave. • Arlington, WA 98223 • (360) 435-0724 • FAX (360) 435-3906 a - a CITY OF ARLINGTON Building Department June 1, 1999 Scott Womack Grandview.Inc. P. 0. Box 159 . Arlington, Washington 98223 RE: Direct Expenses Public Hearing for Design Review Committee Building Permit 99-3423 This Statement/Invoice is for "Direct Expenses" incurred regarding the above mentioned project. This invoice is in accordance with Arlington's Unified Development Code Ordinance No. 1121 regarding.Development Fees, and is payable upon receipt. Statement / Invoice Date Descriutibn Credit Debit Balance 05/05/99 Notice of Public Hearing in Newspaper $40.98 $ 40.98 Balancedue . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 40.98 Payment due-upon receipt ' Please make checks payable to: City of Arlington Mail-to: Attn Reta City-of Arlington 238' N- Olympic Ave Arlington, WA 98223 238 N. Olympic Ave. Arlington, WA 98223 (360) 435-0724 : • FAX (360) 435-3906' -^ �� I 1 AFFIDAVIT OF PUBLICATION City rl n State of Washington, , ) Department o'(Pianning'phd County of Snohomish ss Community Development Design . ) Notice Review Committee M Not ce of Pub11c;Meeting, -�' .�.AM�A..S.��.................... . Being first duly sworn on oath deposes Notice here" ;gtverl?t6 qfa Pu IlC and says that she is the secretary of The ARLINGTON TIMES, a weekly Meeting will be held before,the Arling newspaper. That said newspaper is a le newspaper ton Planniog��f nmisslon (Desigk. gal news a er which has been Review Coln mit�eePri May 18,1999 ati approved by order of the Superior Court in Snohomish County June 18,1962 the hour•of 7•P,M''I the 2nd,Floor City- in compliance with Chapter 213 of Washington Laws of 1941, and it is now Council'Charpber� A' rtgtoi`h�Ciiy Hall, 238 Noah Olym tcc��fA tneon NA.- and has been for more than six months prior to the date of the publication sa223 ` '` r'j� hereinafter referred to, published in the English language continually as a The;pu�rpose 0 'this pubic_mt3eting is weekly newspaper in Arlington, Snohomish County, Washington, and it is to review a'building. rmiC to ensure its now and during all of said time was printed in an office maintained at the compliance with the Central Business,_ District Design Guidelines on the Grand aforesaid place of publication of said newspaper.That the annexed is a true view Inc:construction'of a single story' copy of a 3,000 sf building for office space. File Number: NOTICE..OF...PU.SI,IC..MEETTVG..FQ.R..�..ICES.TM..RFVTFEW..G'.Xv. �TIrEE BR�993423Grandview;lnc a5 It was published in regular issues and not in supplement form) of said jecProject's,general location The pro p g ( pP ) Olympic is located on theE 1/ of S . N newspaper once each week for period of....�......... consecutive week s Olympic Ave.ln�t;he_NE 1/4 of Sec. 11,. p� p O T 31 N, R 5 E .WjgA fyearest intersec- 19 99 tion is olympld'A e:'and second St. commencing on the ....NTH............day of.........MAY.............. All interest!p�a ties are invited,to." Files treLaiiatla:6 AAnd make commept and ending on the ......5?'H........... day of........ �'......................19 .99..., attend the�he ng� tdrfor,Feview at the both dates inclusive and that such newspaper was regularly distributed to its Departmetop[5fan{tfllg and Communitjr� Developmen a j238 Norrth-olympio# subscribers during all of said period.That the full amount of the fee charged Avenue,, 'rl(A WesFiingtbp,98233•'" for foregoing publication is the suln of $ .4Q_98................... which Commej� ay��a__lso b subm HE, 9 g writing to the ba riien`�bned?aa t has been paid in full. Written'commen .irtust`be receiv later then 5�00 P ,'May 18;1999 rY�....�J - YF ........................ ..Sp Wl ccom '66trons The CI ubscribed and sworn to befo , this of Amington"'�tt"�tt {o provide access bI ; meeting, 'itot Nople wift'dlsa fill, gg ..... .... 7'f�....... ...d y of......1`'FAX............................119....................... Please, t o%:ADA G�Qwd'rcl( , ' - (360)'435 0361�or 800-8 34M'(tD :.............. . ................................................... ............... .. . only) b�i•��oor�ttt�e':Friday.pno( to fh' " " meeting dates'' � " ;,a Notary Public In and for the State of Washington Should anyone require additional".?. Residing at Arlington. information,'please contact The Depart- ment of.Planning'and Community Deve ' opment at435-0724. Published:Mays,1999 - ARLINGTON TIMES P.O. Box 67 Arlington, Washington 98223-0067 (360) 435-5757 � .; 1 I INVOICE No. 16941 Twice weekly newspapers covering North Snohomish County THI:��Y'SVILLE 8213-A State Ave.,P.O.Box 145 P.O.Box 67•426 N.Olympic Ave. LOBE Marysville,WA 98270-0145 Arlington,WA 98223-0067 G (360)659-1300•FAX:(360)658-0350 (360)435-5757•FAX:(360)435-0999 AS OF: 5/5/99 • w '� ' ; J, CITY OF ARLINGTON • 238 N OLYMPIC AVE ; ,'(�i,:'; ARLINGTON, WA 98223 • DATE QUANTITY JOB # DESCRIPTION CHARGE TAX TOTAL )5/99 NOTICE OF PUBLIC HEARING FOR JENSEN "OLD FARM" ANNEXATION 184.41 184.41 NOTICE OF PUBLIC HEARING FOR THE BLUFF AT ARLINGTON 44.40 44.40 NOTICE OF SUBDIVISION APPL. p FOR MJ-98-0026-LP ZAHRADNIK SUBDIVISION 56.35 56.35 V NOTICE OF PUBLIC MEETING FOR THE DESIGN REVIEW COMMITTEE 4 .98 40.98 ' -� �32�6-14, 9 99--/,6 —41 ?For-evsldn 44 ��Utc�s J. n�1:2. � CITY OF ARLINGTON PLANNING COMMISSION J Minutes of May 19, 1999 The meeting was called to order at 7:04 PM and the Pledge of Allegiance was led by Chairperson Gonzales. Roll Call: Dan Anderson, Fred Foster, Marilyn Giebel, Ruth Gonzales, Dale Hastings, Minda Phillips, Mike Thomas. City Staff Present: Steve Peiffle — City Attorney, Ed Davis — Interim Director of Planning and Community Development, Jan Bauer — Secretary to the Planning Commission Visitors: Mayor Bob Kraski, Ms. Linda Byrnes - Superintendent of Arlington School District Approval of Minutes: Commissioner Foster moved to approve the minutes of the May 4, 1999 Planning Commission Meeting. The motion was seconded by Commissioner Phillips and passed with a unanimous vote of approval. Mayor Kraski addressed the Planning Commission in response to Planning Commission Resolution No. P.C. — I. A joint City Council/Planning Commission meeting is planned for Thursday, June 10, 1999, to be confirmed by the City Council. PUBLIC HEARING: Grandview Inc. Building Permit Ed Davis gave a brief staff report regarding the proposed Grandview building. Scott Wammack of Grandview, Inc. spoke to the project. Signage, parking, type of business, alley access, paving surfaces, building access, fagade, connection with adjacent buildings, the roof and color schemes were discussed. Tom Berry voiced support for this downtown project. The Public Hearing was paused at 7:30 to locate color type proposals in the file for the project. During the pause, Ms. Byrnes spoke to the Commissioners inviting each one to attend at least one of the six public forums to be held next week. Developed by the Facilities Advisory Committee, each forum will present six options for resolving overcrowding at the high school and elementary schools Along with the invitation to attend, Ms. Byrnes urged each Commissioner to voice support for one of the options presented. page 1 of 4 ._ I I o ,�1 City of Arlington Planning Commission May 19, 1999 The Public Hearing for Grandview continued at 7:37PM and the proposed color scheme for the building was reviewed. The Public Hearing was closed at 7:39PM. Commissioner Phillips moved to recommend approval of BP 99-3423 Grandview Inc., subject to conditions of the staff report. The motion was seconded by Commissioner Foster and approved with a unanimous vote of approval. The Bluff at Arlington Ed Davis, presented a brief introduction to the proposed project including location and information regarding parking. Revised parking issues and road width were addressed. Noel Higa of High Engineering, on behalf of Dujardin Development Company, addressed the Commission and presented the revisions made to the planned development. He spoke to the addition of parking spaces, and issues addressed in the letter dated May 11, 1999, which include: `no parking' signs, individual numbering for each unit, south east unit being provided with a back-up turn around, and the attempt to reduce impervious surface by relocating units closer to the access drive. Information on school mitigation fees was presented, and airport noise was discussed. The Commissioners questioned turning areas, surface water, setback from the bank, slopes, lot lines, lot size, fencing along the north property line and east property lines, and traffic classification, turning lanes, and volume. Concerns of traffic safety on Highway 530 and 59 h Avenue North East were discussed at length. WSDOT and Snohomish County have not responded to the application. Bill Fowler, Dujardin Development Company answered questions regarding the limited common yard area. Bob Hines, 20714 59 h Drive N.E., resident of Lot 1 of the adiacent Rivercrest Subdivision. Mr. Hines is concerned with increased traffic and the safety for children in the area. He is concerned with rental vs. owned residences, with rentals bringing in undesirable people; the small access road; and the need for some kind of buffer between his property and the development. Mr. Hines' letter was entered into the record as Exhibit#1. Tony Mera, 20630 59 h Dr. N.E., Lot 3 of the adiacent Rivercrest Subdivision. Mr. Mera's back yard will not afford him the privacy he once had and he would like a high fence for a buffer. He would like to see that developers accountable and made to pay for traffic lights and stop signs. He is concerned with the page 2 of 4 �� f Building Dept Project Tracking Form ContractorName,&address• Permit No. QR-MM I - 0 L1 A, J r ss q lC RUB Date Received: More info required: sc Information received: 3-0-0-9 a Sent to: date sent due back called received 01 S' ' -7 �1 Comments: tracking J AFTER RECORDING PLEASE t•,^ RETURN TO: CITY OF ARLINGTON ,D �fi 1999 ARLINGTON CITY HALL 238 NORTH OLYMPIC AVE o ARLINGTON, WA 98223 POWER OF ATTORNEY AND COVENANT NOT TO PROTEST FORMATION OF IMPROVEMENT DISTRICT The undersigned are the owners of the following described real property in Snohomish County, Washington: See attached Exhibit"A" The undersigned has filed and application for the following permit, land use, or other development proposal: Building Permit#99-3423 Grandview Inc. 129 N. Olympic Ave Arlington. WA 98223 FOR AND IN CONSIDERATION of approval of the above described permit, land use, or proposal, the undersigned do hereby agree and declare as follows: (1) Power of Attorney. The undersigned hereby and make,constitute and appoint the City of Arlington as their true and lawful attorney in fact for the sole purpose of signing a letter, notice, petition, or other instrument initiating, furthering, or accomplishing the formation of a local improvement district under RCW35.43 as now enacted or later amended, for the purpose of the following: Any and all improvements benefitting the property (2) Release of Power of Attorney. Following installation of the ultimate improvements contemplated by this agreement,this City shall,on request of developer,deliver a signed release of this power of attorney. (3) Binding Effect. The foregoing power of attorney and agreement not to protest shall be binding upon the undersigned, their heirs, successors and assigns, and shall constitute covenants running with the above described property for a period of not more than ten years from the date of its execution. Developer agrees not to protest formation of said local improvement districts, provided that, however,this agreement shall not limit the rights of an owner to object to said owner's individual assessment or determination of special benefits, or owner's right to appeal to the Superior Court the decision of the City Council affirming the final assessment roll. � 1 1. Owner Owner STATE OF WASHINGTON) ) ss COUNTY OF SNOHOMISH) On this day personally appeared before me to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that signed the same as free and voluntary act and deed for the uses and purposes therein mentioned. Given under my hand and official seal this_day of .1999 NOTARY PUBLIC in and for the State of Washington, residing at STATE OF WASHINGTON) )ss COUNTY OF SNOHOMISH) On this day personally appeared before me to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that signed the same as free and voluntary act and deed for the uses and purposes therein mentioned. Given under my hand and official seal this_day of .1999 NOTARY PUBLIC in and for the State of Washington, residing at it err'^"--•� �. f City of Ariinbtol. J Building Department FAX Cover Sheet Date: (p ^ d� Number of pages to follow: Response needed As requested FYI l TO. ��xr- L FIRM: GC4 14)6 �// E6() F-AX ': 435-- FROM: ACC RE: 6& Additional Comments: 233 N Olympic Ave Arlington WA 98223 Ph. (360) 435-0724 FAX (360) 435-3906 a,,,. 1 CITY OF,ARLINGTON Building Department June 10, 1999 Scott Womack Grandview Inc. P. O. Box 159 Arlington, Washington 98223 RE: BP#99-3423 Dear Scott: Attached are copies of project comments from Marc Hayes and Karen Latimer in the Public Works Department. Please address these items and return 4(copies)to the Building Department. If you have any questions please give me a call at 360-435-0724. Sincerely, Mike Thrams Building Inspector MT/rs b\m\gr61099 238 N. Olympic Ave. Arlington, WA 98223 (360) 435-0724 FAX (360) 435-3906 l+ MEMO To: Dave Anderson _ From: Marc Hayes Subject: Grandview Office Building Date: June 7, 1999 1. A site plan needs to be submitted. 2. A drainage plan needs to be submitted. The drainage design must meet all D.O.E. requirements. 3. Applicant must sign and record a waiver of no protest to the formation of an L.I.D. lu (:i110,p C 42 Ac 1�JC7 / 5 TG f ,-�� PL CITY OF ARLINGTON WATER DEPARTMENT MEMORANDUM TO: Grandview, Inc. FROM: Karen Latimer, Water Quality Technician If DATE: May 24, 1999 SUBJ: Cross Connection Control Review Building Permit #99-3423 1 have completed my review of the drawings submitted with building permit#99-3423. Listed below are my comments. 1. Fill out and return the Cross Connection Survey and Industrial/Commercial Waste Discharge Permit Application. 2. A Double Check Valve Assembly (DCVA) must be installed after the water meter, before the first point of use. Install per city standard W-13. After the DCVA has been installed it must be tested by a state certified Backflow Assembly Tester at the owners expense, then be inspected by me. Provide a copy of the test report prior to calling for inspection. 3. A walk through inspection is required at plumbing rough-in and before final occupancy. Please provide minimum 24 notice. 4. Provide a listing of the type of customers that will occupy the building. How many separate businesses will be in the building? 5. 1 have assumed a 5/8" water service for the purpose of calculating a water/sewer fee estimate. Please let me know if you require a larger size water service. Please call me at (360) 403-3505 if you have any questions. �. I I z_ Q 3 2 64 zj Z � 5 3" MIN c 3" MIN :2 N FLOW z z FLOW _ _ PLAN 4 ELEVATION LEGEND: O STATE APROVED DOUBLE CHECK VALVE ASSEMBLY. INCLUDING TWO RESILIENT SEATED SHUTOFF VALVES AND FOUR RESILIENT SEATED TEST COCKS. 2O ENCLOSE THE DOUBLE CHECK VALVE ASSEMBLY IN TWO METER BOXES STACKED ON TOP OF EACH OTHER. MUST HAVE REMOVABLE STEEL COVER. O IN TRAFRC AREAS USE PRECAST CONCRETE VAULT (UTILITY VAULT CO 233—LA. OR EQUAL), WITH STEEL COVER. 0 IF A DAYLIGHT DRAIN CANNOT BE PROVIDED THERE MUST BE A 6" MIN LAYER OF FREE DRAINING GRAVEL AT THE BOTTOM OF BOX. O ANGLES MAY BE IN OR OUT OF BOX SO LONG AS SUFFICIENT ROOM IS ALLOWED AT EACH END FOR VALVE OPERATION AND DCVA REPAIR OR MAINT. 0 PROVIDE FREE DRAINING SOIL NOTES: 1. INSTALL ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 2. INSTALL ONLY IN HORIZONTAL CONFIGURATION, UNLESS APPROVED OTHERWISE BY CITY. 3. INSTALL WITH TEST COCKS FACING UP OR TO ONE SIDE. 4. INSTALL BRASS PLUGS IN ALL TEST COCKS. 5. FOR 3/4" TO 1" ASSEMBLIES. USE A 10" x 13" BOX. 6. FOR 1-1/4- TO 2" ASSEMBLIES. USE A 14" x 20" BOX. 7. ASSEMBLY REQUIRES CERTIFICATION UPON INSTALLATION AND RECERTIFICATION ANNUALLY. REVFM STANDARD PLAN NUMBER DOUBLE CHECK VALVE ASSEMBLY i (DCVA) FOR 2" AND SMALLER SERVICES v �/ 13 e � CERTIFIED Br_ 'KFLOW PREVENTION ASS ABLY TESTERS Roger Summy ADVANCE TESTING& SERVICE GRAS PO Box 1485 PO Box 1022 Everett WA 98206 Lake Stevens s2 Phone: (425) 337-4175 Phone: -334-9692 Fax: (425) 337-0208 Fax- 206) 568-0937 Tom Baggott Toni Scherer AFFORDABLE BACKFLOW TESTING NORTHWEST MECHANICAL 23827 24th Drive SE PO Box 70177 Bothell WA 98021 Seattle WA 98107 Phone: 1-800-822-9607 Phone: (206) 782-7520 (425) 806-0475 Fax: (206) 781-0887 Fax: (425) 487-8629 Tom Wahiman Mike Patten BACKFLOW TESTING& SERVICE ORCA BACKFLOW TESTING SERVICES P.O. Box 42 PO Box 41 Lake Stevens WA 98258 Buckley WA 98321 Phone: (425) 334-3350 Phone: (253) 863-7001 Fax: (360) 829-9371 Pager: 1-800-299-5 828 Rick Butner Brett Angelocci BACKFLOWS ONLY QUALITY WATER CARE PO Box 846 Phone: (360) 387-7000 Kirkland WA 98083-0846 Fax: (360) 387-0700 Phone: 1-800-73 4-9626 Bruce Davis Dick Unger DAY &NITE PLUMBING WATER SPECIALTIES COMPANY Phone: (360) 653-6464 12853 NE 83rd Street Kirkland WA 98033 Phone: (425) 827-4964 WATER 10 SEWER FEE CALCULATIC'A)WORKSHEET (Estimate) Building Permit No. 99-3423, W/S Application No. 2140 Date 5-24-99 Service Address 129 N. Olympic Avenue Lot Number Plat Name Lot 18 Block 6 Applicant Name Grandview, Inc. Acct. No. No. SFR Units 0 No. MM Units 0 No. ERU's 1 WATER AND SEWER FEES (ERU = Equivalent Residential Units) METER SIZE 5/8 inch No. ERUs 1 . OUTSIDE CITY LIMIT No WATER TAP-IN CHARGE First ERU $ 2, 150.00 Additional ERUs 0 X $2,150.00 $ 0.00 WATER CONNECTION CHARGE $ 500.00 SEWER TAP-IN CHARGE $2, 500.00 Per ERU $ 2, 500.00 SIDE SEWER PERMIT CHARGE First ERU @ $125 .00 $ 125 .00 Additional ERU's X $25.00 $ 0.00 STREET REPAIRS $ 0.00 FIRE HYDRANT INSTALLATION $ 0.00 OTHER $ 0.00 TOTAL CHARGES $ 5, 275 .00 F. a r+ CITY OF ARLINGTON Building Department June 1, 1999 Scott Womack Grandview Inc. P. O. Box 159 Arlington, Washington 98223 RE: Direct Expenses Public Hearing for Design Review Committee Building Permit 99-3423 This Statement/Invoice is for "Direct Expenses" incurred regarding the above mentioned project. This invoice is in accordance with Arlington's Unified Development Code Ordinance No. 1121 regarding.Development Fees, and is payable upon receipt. Statement / Invoice Date Description Credit Debit Balance 05/05/99 Notice of Public Hearing in Newspaper $40.98 $ 40.98 Balancedue . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 40.98 Payment due upon receipt Please make checks payable to: Cip �� P-4 j Mail to: Attn Reta -City of Arlington 238 N Olympic Ave Arlington, WA 98223, � Z 238 N. Olympic Ave. Arlington, WA 98223 • _ (360) 435-0724 FAX (360) 43573906 -• .-_�.: '� I I c City of Arlington Department of Planning and Community Development- Affidavit of Posting May 4, 1999 Notice of Public Meeting File no. BP-99-3423 Grandview Inc Building Permit STATE OF WASHINGTON) COUNTY OF SNOHOMISH) I certify that I know or have satisfactory evidence that Michael D. Thrams the person who appeared before me, and said person acknowledge that on the 4th day of May.1999, (he/she) posted copies of the attached Notice of Public Hearing for Grandview Inc. file no. BP-99- 3423 for building permit as follows, and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument: 1 copy at: Arlington Post Office 1 copy at: Arlington City Hall 1 copy at: Arlington Library 1 copy at: The Site Dated this 4th day of May 1999 . y ON F.o ANotar 1' n and for the Stat o Wa ington, B�NORARY c .♦.�— GAO PUBLIC Residing in . 6-13 200D My appointment expires Of WpSH�� st`��., City of Arlington Department of Planning and Community Development Design Review Committee Notice of Public Meeting Notice is hereby given that a Public Meeting will be held before the Arlington Planning Commission esign Review Committee) on May 18. 1999 at the hour of 7 P.M. in the 2nd Floor City Council Chambers,Arlington, City Hall,238 North Olympic,Arlington,WA 98223. The purpose of this public meeting is to review a building permit to ensure its compliance with the Central Business District Design Guidelines on the Grandview Inc. construction of a single story 3,000 sf building for office space. Me number: BP 99-3423 GrandView Inc. Project's general location: The project is located on the 100 block of N. Olympic Ave in the NE 1/4 of Sec 11 T 31 N R 5 E. W M Nearest intersection is Olympic Ave and Second St. All interested parties are invited to attend the hearing and make comment. Files are available for review at the Department of Planning and Community Development at 238 North Olympic Avenue, Arlington, Washington 98223. Comments may also be submitted in writing to the before mentioned address. Written comments must be received no later than 5:00 P.M. May 18, 1999. Special Accommodations: The City of Arlington strives to provide accessible meetings for people with disabilities. Please contact the ADA Coordinator at (360) 435-0361 or 1-800-833- 8388 (TDD only) by noon the Friday prior to the meeting date. Should anyone require additional information, please contact The Department of Planning and Community Development at 435-0724. phnoc VICINITY MAP NORTH 1f 9 530 ` I V) ■ V) J� Co St. Q , l 'alter Av ■ Cl �'► a St. Gilr an $� ° +•i ° A} St D ion PROJECT ' .•rn •.rrrrrrrrrr: ■ �' i, _.1 LOCATION ` ' ¢ �' parks L w Q - - O y O ■ Fo < } ° St.Thi 1-2 a i ♦� • U ■ an o ` GJ ■ o 0 o a o �••• LI v O errnrr • . ,Wrrr■rrrs■om ■ First t. _ tl u M le ° T' z I T ; 3 Un n t_ MaFle St ' '0D ¢ ■ J� .r O� Fk. s:: '�.Q�C '► is t :r Q r, LLI ICso "St. 213 TH z �. 0Random PL NE 1p �. 212 IY Q p4 _ - T.. .; �.,, ,.;,�; 7�� r Aye. PjE •" 1llQfld Dr., to Wesley • CAV reek' — a I� Jensen St_ po °:stage S- s CASCADE SURVEYING °JpVlY("O. i SURVEYORS & ENGINEERING, INC. � _ � ENGINEERS 105 E. Division • P.O. Box 326 • Arlington, WA 98223 6° ° PLANNERS (360) 435.5551 • fax: (360) 435-4012 °'"CEl DRAINAGE CALCULATIONS FOR GRANDVIEW NORTH L.L.C. The proposal is to construct a 3000 sq. ft. office building on an existing city lot. There will be a parking area that will access from the alley. The storm system will consist of an infiltration trench which will be 20 feet long, 8 feet wide, and 2 feet deep. This system will infiltrate the 100 year storm for the entire site, building and parking area. Water quality for the very small parking area will be provided by a gullywasher catch basin insert. A soil log was dug on the site on June 14, 1999 in the proposed parking area. The infiltration rate was estimated to be between one and three minutes per inch, which equates to 20 inches per hour. 10 inches per hour was used for the sizing. Based on the bottom area of the trench (160 sq. ft.) and the pert rate of 10 inches per hour, the infiltration rate can be converted to 0.037 CFS. This is the infiltration rate used in the computer model. The computer model predicts that for the 100 year storm event, a storage volume of 104 cubic feet will be required for the design trench of 20 feet long, 8 feet wide, and 2 feet deep. The storage available in the trench, based on a 30 percent void area, is 98.8 cubic feet. The other 5.2 cubic feet will be in the catch basin which will have approximately 12 cubic feet of storage space available. 1, k �row►L E7(PIRE8 12/23/ 1 .� CASCADE SURVEYING °""`"~ & ENGINEERING, INC. . a� SURVEYORS ENGINEERS 105 E. Division • P.O. Box 326 e Arlington, WA 98223 °� PLANNERS (360) 435.5551 • fax: (360) 435-4012 Cal N STA L - Ty P E I�S�rzT' OI NSTAk- Zc Lotc-, tok I I� 2) VQ l T H (�" p(EKF, P F)E I ) 1 I i I I � �� Q �Ro PoSEp i So ray 3-7.5� Q cj LEa,6,L Op Tou-). l OF i :� 0 I CASCADE SURVEYING AV EYI"°° & ENGINEERING INC. = rye SURVEYORS ENGINEERS 105 E. Division ° P.O. Box 326 ° Arlington, WA 98223 PLANNERS (360) 435.5551 ° fax: (360) 435-4012 °j"cE jol GENERAL NOTES I . ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF ARLINGTON STANDARDS AND SPECIFICATIONS AND WASHINGTON STATE DEPARTMENT OF TRANSPORTATION 1996 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AND THE 1989 WSDOT HYDRAULICS MANUAL. 2. ALL WORK WITHIN THE SITE AND CITY RIGHT—OF—WAY SHALL BE SUBJECT TO THE INSPECTION OF THE CITY INSPECTOR OR HIS DESIGNATED REPRESENTATIVE. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. UTILITIES SHOWN HEREON ARE FOR THE PURPOSE OF ASSISTING THE CONTRACTOR IN LOCATING SAID FACILITIES. NO WARRANTY IS EXPRESSED OR IMPLIED AS TO THE ACCURACY OR COMPLETION SHOWN. THE CONTRACTOR SHALL CALL DIAL—DIG 48 HOURS PRIOR TO CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AND/OR REPAIRING ASPHALT AND GRAVEL SURFACES DISTURBED AS A RESULT OF THIS CONSTRUCTION UNTIL THEY ARE ACCEPTED BY THE CITY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL ' PERMITS FOR UTILITY CONSTRUCTION. 6. TESTING SHALL BE SET FORTH BY THE CITY OF ARLINGTON. 9 .� I I" VENT HOLE WHEN 6' OR 8' PVC PLUG NOT CONNECTEO TO SS 6' OR 8" PVC FACTORY TEE r . I Ll 2t /. c w N! \}� I C MAX : 1 / FROM SD,� TO SD/SS ,� ZI (�rl ADAPTOR OR PIPE v of JOINT v 6" PVC PIPE 1 AC COLLAR Lo 6" PVC PIPE AS REQUIRED f TYPE 8 C8 REVISED STANDARD PLAN NUINMER STANDARD OIL/WATER SEPARATOR 11 SD 8 v - e2 �LFc�fi:B. SAR5rlGRA YELL Y NA TI W BACKF/LL COMPACTED TO 95Z MAX. DENSITY I , 1 MIN. OVERLAP \X, MIRAFI 140 FIL TER FABRIC 0 R TO P OP AND SIDES OF TRENCH OX Y (NONE ON TRENCH BOTTOM) 1-112" WASHED GRA VEL P VC PIPE\� (SDR35\ PERFORA TFD MTH 11" DIA' HOLES, 5" 0.C. SPACED A T \/ �\ 120: INSTALL WITH ONE ROW OF HOLES A T 12 0 CLOCK AS SHOWN. S � TYPICAL INR/L TRA T/ON TRENCH DETAIL NO SCALE REVISED �� ... I • i • Alk ......: wG......................... .,... ..ru.r.uov...........iuur GGGG iiiG - • - • •• • • ' ■..■ GGGG a�:■ • • - GGi■uo................. ........uii.G - - ••• • - • • • • '••' ..............■■....■u.u.■ ■u,u o u u.■■u■ ouuruouuuovuu.,ruuruuuu - ooG r..............ovruruu..o. ...■ • • uurouuuuouuuuu.r...uouo • • • • o.r o.0 u■uuu.uo uu uuuuo.u■ ....o..uuur......r..ruuuuuu■■.■ oo.rruuuouuuuu.....o.uoru. • •• CGG'CGGGGG:GGGGCG:'GGGGGGGGG':GGGGCGGG .�o r G o.o..u u u..G.u.r u r o 0 o u■o uuuuuuuu ..............ouuuu ovuu..uuruu.uuuouuu.uuv r..roo. .. MM:.............. - - ur.uo.GoGo.uouuuu.•••••u.uu • •• •' • • • • •• u.uurrr..G.r■.rr.■ruuuo■..■r.rr... r.�..«r..-._,.»����.«.•_«ems= .. rnPi��w%rrrai�%:Faicawoa� i�✓i�•iriria. •• • -• � - ili3`Swiira�'•t'~f,��r i%vti�r�i��sil/sf.��.w�riii • - • • - • -• • HI �'f�rJ�f�1%i�r•I%Ii�YX�R%I��f t.JRti%Y" • • — *i��ifi�iiF+ili%��i.f►r�/��i='��eJr�i��fli'rilj ��J:irrri..�rr.r/J•.vr..►r.r�ar.•� •.rrw ran..r .•ia - F ®R • Ar • f ee— :�:::a ■ • •�• •E• O• • •• • •' • '0'• ,, I I CASCADE SURVEYING • ""`Y`"°•. & ENGINEERING, INC. a SURVEYORS ENGINEERS 105 E. Division • P.O. Box 326 • Arlington, WA 98223 °r PLANNERS (360)435.5551 • fax: (360) 435-4012 ONCE"'° GRANDVIEW NORTH LLC June 14, 1999 SOIL LOG 1. 0-7" Fill 7-16" Comp. brown top soil i6-36 . Tan loamy sand 36-96" Tan gravely medium sand Dry No Sign of Water 13163.doc(log Y� ;., I I 1 Cascade Surveying and Engineering, Inc . HYDRA Version 5 . 12 Arlington, Washington Page 1 ---------- - ------------------------------------- C: \HYDRA\CMD\GRANVIEW.CMD - 14 00 14-Jun-99 Status of DEFAULTS at start of run. ( * May be reset by SET) Command file : C:\HYDRA\CMD\GRANVIEW.CMD Input units are read as USA * Output sent to display Brief * Output sent to printer Brief * Output sent to file Off Paper width in inches 8 . 000 String to reset printer 27 38 108 54 68 27 40 115 49 48 72 String to set printer to compressed 17 . 16 27 38 107 48 56 72 String to set printer to 8 lines/inch 8 27 38 108 56 68 Name of printer Hewlett-Packard, LaserJet/LaserJet Print heading at top of page True Number of steps in hydrograph 200 Step length in minutes 10 Significant flow in hydrograph 0 . 005 * Maximum plot value Selected by HYDRA Type of hydrographic plot Compact Sanitary flow by Diurnal Curve Delay to start of actual storm 0 . 00 Rational Method computations Off SCS computations Santa Barbara Continuous simulation computations On * Maximum d/D for pipe design/analysis 0 . 900 * Match point position on pipe 0 . 00 or Invert * Number of allowable diam drops 999 * Mimimum drop thru manhole 0 . 000 Routing technique Quick * Calculate sanitary flows False * Calculate infiltration flows : True * Calculate storm flows : True * Calculate misc flows : False +- - -- - - ----- -- ---- ---- --------- -- ----------- ------ ------ --- - - -- - ----- 1: JOB INFILTRATION TRENCH CALC. 'S 2 : TOT 3 . 75 (2YR-1 . 80 10YR-2 .75 25YR-3 .20 100YR-3 . 75) 3 : STE 10 4 : FIL T1A10 .INC ------START OF SUB-FILE------ 1 : REM TYPE lA 24 HR HYETOGRAPH 10 MINUTE INTERVALS FROM D.O.E . 2 : 3 : 4 : HYE 10, .40, . 40, . 40, .40, .40, . 40, .40, .40, .40, .40, . 50, .50, .50 , . 50, . 50, . 50, . 60, + 5 : . 60, .60, . 60, . 60, . 60, . 70, .70, .70, . 70, . 70, . 70, . 82, . 82 , . 82 , . 82, . 82, . 82, . 95, . 95, + ,i; l 1 I Cascade Surveying and Engineering, Inc. HYDRA version 5 .12 Arlington, Washington Page 2 --------- ---------------------------------------------------- C: \HYDRA\CMD\GRANVIEW.CMD 14 : 00 14-Jun-99 6 : . 95, .95, . 95, . 95, 1. 33, 1 .33, 1.33, 1 . 8, 1. 8, 3 .4, 5 . 4, 2 . 7, 1. 8 , 1.34, 1 .34, 1 .34, . 88, . 88, + 7 : . 88, .88, . 88, . 88, . 88, .88, . 88, . 88, . 88, . 88, .72, . 72 , .72, . 72, . 72, . 72, . 72, . 72, . 72, + 8 : . 72, .72, .72, .57, .57, .57, .57, .57, .57, .57, .57, .57, .57, . 57, .57, .50, . 5, .5, .5, .5, + 9 : . 5, .5, .5, .5, . 5, . 5, .5, .4, .4, .4, .4, . 4, .4, .4, .4, . 4, .4, .4, .4, .4, .4, . 4 , .4, .4, .4, .4, + 10 : . 4, .4, .4, .4, . 4, . 4, .4, . 4, .4, .4, .4, . 4, .4, .4, .4, . 4, .4, .4, .4, .4, .4, .4 , .4, .4, .4 Total in original hyetograph 16 . 66 Inches Total volume rain in production hyetograph 3 . 75 Inches Maximum intensity 't 22 Inches/Hr 11: ------ END OF SUB-FILE ------ 5 : UNP . 03, 0 .5, 0 .1, 0 . 1, 0 . 05, .5, 0 . 04, 2 . 0, 1.5, 45, 45, 0 . 0, 2, 6, 24 6 : PAV . 018, . 01, . 02, .2, .5, 30, 0 7 : PDA . 013 , 4, 1 .5, 1, 2, . 004 8 : NEW Assigned lateral name: Lateral Starting at Line 8 9: REM THIS IS JOB NO. 13163 10 : HYD 0 . 10, 90, . 005, 1. 00 11 : REM THIS IS A LOT THAT IS 37 .5 FT. BY 120 FT. COMPLETELY IMPERVIOUS 12 : RES 100 . 00, 0/0, 10/ . 037, 2000/ . 037 NOTE: No flow to inlet . 13 : REM THIS INFILTRATION RATE IS BASED ON A PERC RATE OF 10 . 00 in/hr 14 : REM WHICH IS HALF OF THE DOE RATE FOR COURSE SAND AND A INFILTRATION 15 : REM TRENCH 2 FT. DEEP , 8 . 0 FT. WIDE , AND 20 FT. LONG 16 : REM THIS GIVES AN INFILTRATION 17 : REM RATE OF 0 . 037 CFS (8*20*10 . 00/43200=0 . 0370) 18 : END Cascade Surveying and Engineering, Inc. HYDRA Version 5 .12 Arlington, Washington Page 3 ------------------------------------------------------------------------------ C: \HYDRA\CMD\GRANVIEW.CMD 14 : 00 14-Jun-99 ---- - - S U M M A R Y O F A N A L Y S I S - ---- - Run number on command file 6 Number of links 1 Number of hydrographs 34 Total sanitary population 0 Total sanitary area 0 . 00 Acres Total storm area 0 . 10 Acres Number of pumps 0 Number of reservoirs 1 Number of diversion structures 0 Number of inlets 0 Length of new pipe 0 , 00 Feet Length of existing pipe 0 . 00 Feet Length of channel 0 . 00 Feet Length of gutter 0 . 00 Feet Length of transport units 0 . 00 Feet Length of pressure pipe 0 . 00 Feet I 1 0 , Cascade Surveying and Engineering, Inc . HYDRA Version 5 .12 Arlington, Washington Page 1 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- C: \HYDRA\CMD\GRANVIEW.CMD 14 :01 14-Jun-99 INFILTRATION TRENCH CALC. 'S *** Lateral Starting at Line 8 Reservoir Invert -- -- -- - -- --- - - Maximum Flow Values ----- - - --- - - - -- - - Link Up/Dn San Inf Sto Mis Design Cost 1 Unknown Discharge 0 . 00 0 . 00 0 . 04 0 . 00 0 . 04 0 Unknown Stored 0 0 104 0 104 Incoming 0 . 00 0 . 00 0 .12 0 . 00 0 . 12 ------------------- -- --- ---- --- ---- - ----- - - --- -- - - - - Lateral length= 0 Upstream length= 0 '� h Sic- I I � U \� S I ` fie- ` , `. � � �,'t � � '� Nv .� . .'� .. 't:. I � � _ � � � . I , �� � r o � � i i � � � � �-_ .S r � �' � F � � � � ~� � a b �� i i I I i S�pc- I W U \� S i 'mot r i I � i i I ,! I I I i r' 1 Osv RECJdEI E MAR 2 3 1999 - CITY 0 ,`.�;!1NGi i ON i i Sk:'LM r ` - �.•.;�,.►.�� coo' N � RECE_VVEEp MAR 2 3 1999 — i . ., . .�' D .. � C•i� ,biz; v . ET 2 ice---..... Ul tf� O Uwe i f 2 f ut LL f STr S-IZ IZ- 1 FE 04 � � .�-.�••��s{ •.a�•��e��k���,'g`Y_ J - hi -',•1.4i•jy}��_ ?:CM r' - •i r��� t�:j� �� ,� ham'� i� :5:�+. ,Y �� Y �;1Sur r?• », - `d.:'- 1 r .i{� �:::' I ».-�r�1_'\'°r •,'.,�tt t�,,�!'•ty•r,C..."7 :-�,��.!'s.-,: -_1' :' �c7� •- ..�.• . - `, I� --+t.. 7 . I�-��. I� a :Y•}�-�.. a t � t t.'•"� kc ET Z 3 ep 5T. 1 � ►a � i L..1 � I � ' 9-9, �. 1 �• I p 2 N I I f1 = ,I ILJ z ut otLL ST i E-IST Z ,z I r � ,.;,•., '!sue �-z.9 s_ E- fit y iGtc�.OL E In lj. .r 01) v +f fiQsSw. '"S -� r.a OL ~1���. ' 4�ti�i� •''ti� '� 1� �� �Tt � �I x � _�, h F 'a"l r'�'' " !• ''u� �Y 0..k��74. � 1'�� � �Yt� L�y fie. �w c 4 r U-VALUE WORKSHEET- Short Form FORM 1A Energy Code -Nonresidential Buildings Note: This form is used for elements without framing, and for framed assemblies;found in Appendix A3 of the Tacoma Manual, Effective R-values of Framing/Cavity. GZNZRKL XNFORKLTION Project Title �M �C- Project Address nn kf 4 Documentation Author/Firm ul Building Element Designation (eq. WALL-1) �Nf'w Description (include framing type, size, spacing, insulation, eq. 2x4s ! 16" c.c. with R-11 batty) SKETCH r- - )/2. PLtqAD , LAYEIts Thickness R Layer (inches) per inch R-value 1. Outside air film 6, 1 7 2. 3. AGE , OI 4. �� 1 , 2!S (02 5. Effective R-value of framin cavi (roro Appendix A3 Tec Manual 6. W 7. 8. 9. Inside air film Total R-value 1/R - U-value .0 SB �� I I I r U-VALUE WORKSHEET- Short Form FORM 1 A Energy Code - Nonresidential Buildings Note: This form is used for elements without framing, and for framed assemblies, found in Appendix A3 of the Tacoma Manual, Effective R-values of Framing/Cavity. GE aCRAL 32NORMATION Project Title Project Address Ol. C.. Documentation Author/Firm l,l Building Element Designation tog. WALL-1)Description (include framing type, size, spacing, in3ulation, eg. 2x43 E 16" C.C. with R-11 batts) SKETCH I\ ux , p R-- P `J P,DLF-- LAYERS Thickness R Layer (inches) per inch R-value 1. Outside air film , 11 2 . _ 1 . I1 3. 4. l Ae-E- [v 5. Effective R-value of framincr/cavity ifrom Appendix A3 TEc Manual 6. 7 . e. 9• Znaide air film 0,(Q5 Total R-value 1/R - U-value . 0 _ i I U-VALUE WORKSHEET- Short Form FORM 1A Energy Code - Nonresidential Buildings Note: This form is used for elements without framing, and for framed assemblies found in Appendix A3 of the Tacoma Manual, Effective R-values of Framing/Cavity. GZNZRAL INlOPXATION Project Title Project Address L. Documentation Author/Firm fET Building Element Designation (eq. WALL-1) U 1h" Description (include framinq type. size. spacing. insulation, eg. 2x4s E 16" o.c. with R-11 baits) SXETCH P _ LAYERS Thickness R Layer (inches) per inch R-value 1. Outside air film 0.11 2. D AR.- 1,C36 3. ) 2j' G Q k 4. 5. Effective R-value of framing/cavity from Appendix A3 TEc Manual 6. 5b"p" co)-A2D 540 7 . 8. 9. Inside air film 0 Total R-value ( (0140n 1/R - U-value ,CSCO _� i 1 I , r U-VALUE WORKSHEET- Short Form FORM 1 A Energy Code Nonresidential Buildings Note: This form is used for elements without framing, and for framed assemblies; found in Appendix A3 of the Tacoma Manual, Effective R-values of Framing/Cavity. GENERAL 32MORMATION Project Title '�M'N1 AC. �� Q41 , Project Address L )L Documentation Author/Firm N N WELL S Building Element Designation (eq. WALL-1) Description (include framing type, size, spacing, insulation, eg. 2x4s E 16" o.c. with R-11 batts) SKETCH f wo , LAYERS Thickness R Layer (inches) per inch R-value 2.1. Outside air film 17 3. 4. 5. Effective R-value of framing/cavity (from Appendix A3 TEc Manual) Z« 6. 7. L 9. Inside air film Total R-value 2, � 2 1/R - U-value i I S�pc— i I �` � W� \ U v � — -- --a �� . ,_ � � t S 'v �t .,Jil �lV` a , '�� `, . �'t . �� � r � � I I I I c C 9 �' � � � � � ~� i ROOF CEILING SYSTEMS SYSTEM DESCRIPTION SKETCH AND DESIGN DATA GA FILE NO. RC 2601 I 1 HOUR GYPSUM BOARD,WOOD JOISTS, ROOF COVERING FIRE Base layer Va"type X gypsum wallboard applied at right angles to 2 x 10 wood joists 24"o.c.with 1'/4"Type W or S drywall screws 24" o.c. Face layer Ve"type X gypsum wallboard or gypsum veneer base applied at right angles to joists with 11!8"Type S drywall screws 12" o.c. at joints and intermediate joists and 1'12" Type G drywall i J screws 12"o.c.placed 2"back on either side of end joints.Joints offset 24"from base — layer joints.Wood joists supporting '/2" plywood with exterior glue applied at right -- angles to joists with 8d nails.Appropriate roof covering.Ceiling provides one hour Approx.Ceiling fire resistance protection for wood framing, including trusses. Weight: 5 psf Fire Test: FM FC 172,2-25-72 C• This Space Left Blank GA-600-97 *Contact the manufacturer for more detailed information on proprietary products. 111 4� ,�� .� •'Y"' """' 199906210593 P61EC 3PM Snohomish Conty Return Name and Address: cGlu Please orint or type information Document Title(s) 1. 2. 3. 4. Grantor(s) 1. / vc.`1�i� 2. 3. 4. ❑ Additional names on page of document. Grantee(s) 1. C i rY C"/` MILLI l l I�ur1 2. 3. 4. ❑Additional names on page of document. Legal description (abbreviated: i.e. lot, block, plat OR section, township, range, qtr./qtr.) L,_,r I , 6 L--`L is (� i ,T--, iJ r �,)viz,i G i U O Additional legal is on page of document Reference Number(s) (Auditor File Numbers) of Documents assigned or released: ❑ Additional numbers on page of document. Assessor's Property Tax Parcel/Account Number 3; 7ea ❑ Property Tax Parcel ID is not yet assigned ❑ Additional parcel numbers on page of document The Auditor/Recorder will rely on the information provided on the form. The staff will not read the document to verify the accuracy or completeness of the indexing information. AFTER RECORDING PLEASE RETURN TO: CITY OF ARLINGTON ARLINGTON CITY HALL 238 NORTH OLYMPIC AVE ARLINGTON, WA 98223 POWER OF ATTORNEY AND COVENANT NOT TO PROTEST FORMATION OF IMPROVEMENT DISTRICT The undersigned are the owners of the following described real property in Snohomish County, Washington: See attached Exhibit"A" The undersigned has filed and application for the following permit, land use, or other development proposal: Building Permit#99-3423 Grandview Inc. 129 N. Olympic Ave Arlington, WA 98223 FOR AND IN CONSIDERATION of approval of the above described permit, land use, or proposal, the undersigned do hereby agree and declare as follows: (1) Power of Attorney. The undersigned hereby and make,constitute and appoint the City of Arlington as their true and lawful attorney in fact for the sole purpose of signing a letter, notice, petition, or other instrument initiating, furthering, or accomplishing the formation of a local improvement district under RCW35.43 as now enacted or later amended, for the purpose of the following: Any and all improvements benefitting the property (2) Release of Power of Attorney. Following installation of the ultimate improvements contemplated by this agreement,this City shall,on request of developer,deliver a signed release of this power of attorney. (3) Binding Effect. The foregoing power of attorney and agreement not to protest shall be binding upon the undersigned, their heirs, successors and assigns, and shall constitute covenants running with the above described property for a period of not more than ten years from the date of its execution. Developer agrees not to protest formation of said local improvement districts, provided that, however,this agreement shall not limit the rights of an owner to object to said owner's individual assessment or determination of special benefits, or owner's right to appeal to the Superior Court the decision of the City Council affirming the final assessment roll. Owner Owner STATE OF WASHINGTON) ) ss COUNTY OF SNOHOMISH) On this day personally appeared before me _�!L to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that signed the same as free and voluntary act and deed for the uses and purposes therein mentioned. Given and j hau \OndIofficial seal this�' day of P-n. .1999 S ;o NFL,4,9t,-�; ++'+f 9•j' 3� NOTA Y PUBLIC in and for the State of Washington, residing at STATE OF WASHINGTON) ) ss COUNTY OF SNOHOMISH) On this day personally appeared before me to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that signed the same as free and voluntary act and deed for the uses and purposes therein mentioned. Given under my hand and official seal this_day of .1999 NOTARY PUBLIC in and for the State of Washington, residing at SCHEDULE A. PAGE 2 Lot 18, Block 6, TOWN OF ARLINGTON, according to the plat thereof recorded in Volume 2 of flats, Page 9, records of Snohomish County, Washington. Situate in the County of Snohomish, State of Washington. END OF SCHEDULE A 1994 Washin ton State Nonresidential Enerq4 Code Compliance Form MM113 APaI,109. ,. WaMinplon Stale Nonresidential Energy Code Comollance Foams 'jecl Address O L4-rn I G.. N Dale 2 �.0 11 1 ace Heat Type 1 ❑ Electric resistance All other For©wilding rtmo�l 1Use epa1 ji- l azirig Area as%gross exterior wall area (0 .1 % concrete/Masomy Option ❑Yes No ales:If glazing area exceeds maximum allowed In Table,then calculate adjusted areas on back(over). If Concrete/Masonry Option Is used, Irget U-factors,SHGC and Glazing%will be different than shown below. Refer to Table 13-2 for correct values. Building Component Proposed UA Target UA List components by assembly ID&page# U-factor x Area(A) =UA(U x A) U-faclor x Area(A) =UA(U x A) U= Plan ID: j1181 40 L U= Plan ID: e 1 S` Glazing% Electric Resist. Other Heating U= Plan ID: 0-15% 0.40 U= Plan 10: >15-20% 0.40• 0;75:: ; c7 U= Plan ID: 2120-25% not allowed U= Plan ID: >25-30% not allowed :.0.50" U= Plan ID: (see Table 13-2 for Conc/Masonry values): U. Plan ID: U= Plan ID: Glazing% Electric Resist. Otter Heating c U- Plan ID: 0-15% 0.80 1.45 U= Plan ID: >15-20% 0.80 1:40 U= Plan ID: >20-25% not allowed 1.30::. U= Plan ID: >25-30% not allowed U= Plan ID: (see Table 13-2 for Conc/Masoriry values) v U= Plan ID: e(a 1060 Ito Me) P $ U= Plan ID: Electric Resist. Other Heating L C3 U= Plan ID: 0.60. .0.W � R= Plan ID: .d3 1 pd4 d" R= Plan ID: ��� '645, 3eoo 13 5 Electrk Resist. Other Heating O � R= Plan ID: 0.031 0.03 R= Plan ID: a`g Electric Resist. Other Heating _ R= Plan ID: o 1W 0.034 0.040 R= Plan ID: R= Plan ID: �1Pt'1^' �O$g ?�4Z N R= Plan ID: I o8i� ZCA, _ R= Plan ID: 3 3 L}- ?� R= Plan ID: 2 �� Electric Resist. Other Heating R= Plan ID: J Ordinary 0.044 0.11 o R= Plan ID: Metal Stud 0.1.0 0.11 O R= Plan ID: Conc(int) 0.19 0.19 R= Plan ID: Conc(oth) 0.25 0.25 R= Plan ID: C� Electric Resist. Other Healing 3 R= Plan ID: RECEIVE [ W v R= Plan ID: R E Ci E I V E [ Ordinary 0.044 0.11 m 0 R= Plan ID: �— Metal stud 0.10 0.11 cL R= Plan ID: MAR 1 6 1999 o' � R= Plan ID: Electric Resist. Other Healing o s R= Plan 10: 0.029 •0.047 6: R= Plan ID: CI IY OF ARLINGTON R= Plan ID: 1 3 her Healing ' 5 4 I Z-7 p��A�t,1r . 23 S 11 Z o � R= Plan ID: Electric Resist. other a I! F=.0.54 F=0.54 rn R;: Plan ID: R= Plan ID: (see Table 13.2 for radiant floor values) 'For CMU walls,Indicate core Insulation material. Totals Q Totals 7 1A 2 For compliance: R 1)Proposed Total Area shall equal Target Total Area,and 2)Proposed Total UA shall not exceed Target Total UA. ��i,. �i U-VA L UE WORKSHEET- Shod Form FORM 1 A Energy Code - Nonresidential Buildings Note: This form is used for elements without framing, and for framed assemblies;found in Appendix A3 of the Tacoma Manual, Effective R-values of Framing/Cavity. GZNSRAL INlORM]►TIM Project Title M MA-- Project Address k r- q Documentation Author/Firm _LL Building Element Designation (eg. WALL-1) Description (include framing type, size, spacing, in3ulation, eg. 2x4s 0 16" o.c. with R-11 batts) SKETCH W! -�� errs Alp-, 't?au— r L7IYERS Thickness R Layer (inches) per inch R-value 1. u id air film 2 . 0, � 7 3. V, AIrL AG. 4. �� r C 5. Ef iv_e R—value of framing/Gavit;y (from Appcndlx AJ TBC Manual] ` (1 6. 7. e. 9. Inside air film Total R-value o1 . 1/R - V-value 5_9 };, Y U-VALUE WORKSHEET- Short Form FORM lA Energy Code - Nonresidential Buildings Note: This form is used for elements without framing, and for framed assemblies- found in Appendix A3 of the Tacoma Manual, Effective R-values of Framing/Cavity. GZNZRAL X"ORHATICW Project Title 04 `Y I C C �LuC, , Project Address Ole t6l )L. Documentation Author/Firm LL Building Element Designation (eg. WALL-1) k.> Description (include framing type, size, spacing, insulation, eg. 2x4s E 16" o.c. with R-11 batta) SKZTCB I� . ADC, , ?�PE?-- A l rz 5 Pbc-f._ LAYERS Thickness R Layer (inches) per inch R-value 1. Outside air film III 2. ► , I I ' 3. L . D u 4. i PIxE. , 11 m S. Eff iv R—value Of framing/cavity (from Appendix A) TFC Manual) 6. 7 . 8. 9. Inside air film 014L5 Total R-value JJ "7A- 1/R - U-value , Q U-VALUE WORKSHEET- Shoat Form FORM YA Energy Code -Nonresidential Buildings Note: This form is used for elements without framing, and for framed assemblies• found in Appendix A3 of the Tacoma Manual, Effective R-values of Framing/Cavity. GbN=RAL INlopX&TION Project Title Project Address Documentation Author/Firm 1. ALL Building Element Designation (eg. WALL-I) Description (include framing type, size, spacing, insulation, eg. 2x4s ! 16" o.c. with R-11 batty) SKETCH s o i Nc, v P 775 f LAYERS Thickness R Layer Ouid air film (inches) per inch R-value 1. (7, 1"1 a. Afz- I��N 1, 05 3. I Z' Gf� k 2S 4 . (0 S. Eff v9 R-v lue of framingZgavity (from Appendix A3 TEC Manual) 6. G W b 7 . 5( 8 . 9. Inside air film �O Total R-value (101401 1/R - U-value .OGo U-VALUE WORKSHEET- ShorJ Form FORM 1 A Energy Code Nonresklentlal BuAdrngs Note: This form is used for elements without framing, and for framed assemblies found in Appendix A3 of the Tacoma Manual, Effective R-values of Framing/Cavity. GbNKRAL mropmATIon Project Title Project Address L �L Documentation Author/Firm _4 (1 rl W l_L-S Building Element Designation (eq. WALL-1) R=QQ Description (include framing type, site, spacing, insulation, eg. 2x4s @ 16" o.c, with R-11 batts) SKETCH LAYERS Thickness R Layer 1• Outlido air film (inches) per inch R-value ., 2. _200r(N�, ' 3. _ 4. 5. Effective R-value of framing/cavity (from Appendix 6. n3 rec Manual) 20 7. L`7 Wp e. 9. Inside air film Total R-value Z . 1/R - V-value ` .y 1994 Washington State Nonresidential Eneray Code Compliance Form 1- • • - a • Apnt,1994 1994 Washington State Nonreswennat Energy Gods Comobanoa Forma Project Address O L`rM t 4- N Data 2 Space Heat Type ❑ Electric resistance All other For Building apartment Use Glazing Area as%gross exterior wall area �p ,3 % Concrete/Masonry Option ❑Yes No Notes:If glazing area exceeds maximum allowed in Table,then calculate adjusted areas on back(over). If Concrete/Masonry option is used, Target U-factors,SHGC and Glazing%will be different than shown below. Refer to Table 13-2 for correct values. Building Component Proposed UA Target UA List components by assembly ID 8 page# U-factor x Area(A) =UA(U x A) U-factor x Area(A) =UA(U x A) U= Plan ID: O V it U= Plan ID: a 15 )i a` 1 G Glazing% Electric Resist. other Heating rn U= Plan ID: 0-15% 0.40 0.90 `—' N U= Plan ID: >75-20% 0.40 0.7 w 10 >20-25% not allowed 0:60 > 0 U= Plan ID: U= Plan ID: >25-30% not allowed 0•� (see Table 13-2 for CoWMasonry values) U= Plan ID: U= Plan ID: U= Plan ID: Glazing% Electric Resist. Other Heating 0-15% 0.80 1.45 U= Plan ID: r .N U= Plan ID: >15-20% 0.80 1.40 > >20-25% not allowed 1.30::: O U= Plan ID: >25-30% not allowed U= Plan ID: (see Table 13-2 for Conc/Masonry values) U= Plan ID: a, U= Plan ID: loco 3 a o U= Plan ID: Electra Resist. Other Heating O U= Plan ID: 0 > R= Plan ID:R= Plan ID: g \ "` d3 vT ,] -30 Ob 1 J Electric Resist. Other Heating HeatingR= Plan ID: 0.031 0.031 ` R= Plan ID: Electric Resist, Other Heating O R= Plan ID: 0.034 0.040::- R= Plan ID: R= Plan ID: Wpm �05j$ ?j�-Z ff 2 R= Plan ID: O v 2� Z� 4 -Z01 lother R= Plan ID: •R= Plan ID: p(� Electric Resist. Hearing e, rJ Ordinary 0.044 0.11 =1 R= Plan ID: Metal stud 0.10 0.11 CL 0 R= Plan ID: Conc(int) 0.19 0.19 R= Plan ID: 0 .25 R= Plan ID: Conc(oth) 0.25 H R= Plan ID: /�'91^ ro R= Plan ID: `1 < EJectrtc Resist. Other Heating RECEIVE® Ordinary 0.044 0.11 m � R= Plan ID: 0.11 Metal stud 0.10 c7 R= Plan ID: `w o R= Plan ID: MAR 16►' � 199 Electric Resist. Other Heating O R= Plan ID: 0.029 0.W. 8 o R= Plan ID:LL =S IR= Plan ID: CITY QF cal h "1i i 12 7 R= Plan ID: pE�Av� e 13 23 11 ' S Electric Resist. Other Heating R= Plan ID: D F=0.54 F=0.54 in rn R= Plan ID: R= Plan ID: (see Table 13-2 for radiant floor values) 'For CMU walls,indicate core Insulation material. Totals Totals �A'L For compliance: 1)Proposed Total Area shall equal Target Total Area,and 2)Proposed Total UA shall not exceed Target Total UA. ■ f t I II I I I IY t r ? QEZ Z7 3 en., QLJ ` i ' ' J 2ND 3T. ! t 4y, f-777 _ } W -+ ' z r ' %l ? ut of LL ST- r cep. L 457 . 'Xar 'r its as lS� i .'=y,'i '}r`� �; �/• � •� �'. EIS � �„Ol� � Y' r• Y^'.s � «., r , r, ,•C r t �• r,Yx•x.�r• 1 IL \, � �/- �� �- - � r 7:�•�s�' •�K�4� r 1 a�1 Y� Y� �•;'��' Tti� J- II - y � ..i'!t!j'y"�»: f �.. .t 'j }\ �. ` ( i' •�r.4' .L�i�F'i' S/ �,j.'�� "t' fi'�- � �.r(ti r� .+�'L1 Yr•I , a [` �Cyr'•. -Yr � y}) � `rl+•�''yr`� ,� i�"' >2 �•• �j'_.:t ct \ ''. d4{q .c '/ •Q:�. IYt .r?rl+a i,. JS {1• �4,1 l� 'h �a��r ' .>f.,; V:K Yi�itl. .,: � i i.� 1 �,l•C. 4'9 � '•'C .�r1 r .�z a+ ? JIB ��%'P �1 MEN i19 � — r ■ n pl ■ ■ ■ ■ ■ 1 _ 1 ■ ■ ■ • '� d b ME ■ No: r ME i 4 1 Rr . _ . � ■ 0 _ _ MINN ■ 0IN IN ol No �I • ti ■ ■ 1 A _ ME � • •• ■ . ME. ml • L ■ � . MENIT 16 _ 1 • 1 ' i • 1 1 ip IN � iANNINTN ri 0 IN : 'a fL i -Err 1 City of Arlington Department of Planning and Community Development Design Review Committee Notice of Public Meeting Notice is hereby given that a Public Meeting will be held before the Arlington Planning Commission (Design Review Committee) on May 18, 1999 at the hour of 7 P.M. in the 2nd Floor City Council Chambers,Arlington, City Hall, 238 North Olympic,Arlington,WA 98223. The purpose of this public meeting is to review a building permit to ensure its compliance with the Central Business District Design Guidelines on the Grandview Inc. construction of a single story 3,000 sf building for office space. file number: BP 99-3423 GrandView Inc. Project's general location: The protect is located on the 100 block of N. Olympic Ave in the :E 1/4 of Sec 11,T 31 N R 5 E W M Nearest intersection is ftmoic Ave-and Second All interested parties are invited to attend the hearing and make comment. Files are available for review at the Department of Planning and Community Development at 238 North Olympic Avenue, Arlington, Washington 98223. Comments may also be submitted in writing to the before mentioned address. Written comments must be received no later than 5:00 P.M. May 18, 1999. Special Accommodations: The City of Arlington strives to provide accessible meetings for people with disabilities. Please contact the ADA Coordinator at (360) 435-0361 or- 1-800-833- 8388 (TDD only) by noon the Friday prior to the meeting date. Should anyone require additional information, please contact The Department of Planning and Community Development at 435-0724. phnot VICINITY MAP NORTH 9 530 1/ N ■ ■ Co c I St. m Q O ' faller Av ■ e St. Gilr an �• ° ••*v + ° fn ■ ,� St PROJECT ion '— a" _■__� ■ D t • (/� N O V) I\ >. b \\ LOCATION — A' �� ¢ < s ¢ parv, ( ; ■\ 'I � ¢ ¢> J St. o ♦♦i +- Q Thi ♦•. U : �I on L I <J � � St. O `� ■ I �o • ■ c o I •••a • Iv aQ ' c C o �■■nr■�• ,!■■■■■■■m■■■ a _ ■ o First E. o JAI Z M le St 3 I ■ S- a Q ■ .5` �+y � � Maple St- ■ ' U n n t c �-r OAo iQ` z +.. 2'L- TH St. NE �. Z`O fr y . '' ' '' a J kso St 213 TH , �. z ■■r■■■•■■e" oPL NE P r =T ^ l ='r <' H'ighicnd Dr.. 212 TF1,p ao,► ¢ r Ave. NE oo�� a 4 � ., v : (Tveit RD) Wesley St. cD Jensen St. / o Q �"� VICINITY MAP NORTH 9 530 Co St. ■ , m ■ oiler (Av e St. ' Gil an o •��� - a PROJECT D aian •Q.....■.■■■■:; -� � 0 LOCATION ` ' ; J �' ¢ a St Parks / Q�[Drt!-,, = Q � v `� U �■rrr+ l j ■� on 1 < s []Z3 St. O a o o • ■ o First _ T II W M ple St. 3 Z a3 1( > Un n t. Maple St. ; Q �o� .� rt 21: TH St. NE 0 0 Ja kso St. 213 TH �■f■..■■ I w` ■■■■■� o❑ v 4PL. NE .,�.p 212 TH.a m:¢ ; Ave. NE �yF ��. Highland Dr. orn a Fk"nm s a � (Tv'aft RD) ° g ''w^^ Wesley St. 4ariai ale St s • Jensen St. /�'00 Flo rta:;e St. `j //'� S �t��`� �(,ryy.� ��*y:7 AGENDA ARLINGTON PLANNING COMMISSION AGENDA May 18, 1999 7:00 PM 238 North Olympic Avenue - Second Floor Council Chambers Pledge of Allegiance (To be led by the chair) Roll 1 Visitors: Anyone who wishes to speak on any matter not appearing may do so at this time. The amount of time available to each speaker and the number of speakers is limited. Public comment on agenda items will be taken when the item is considered. Approve Minutes: May 4, 1999 Public Hearing: action 1. Grandview Inc. Building Permit Attachment A action 2. The Bluff at Arlington Attachment B New Business: Continuing Business: info Memo from Ruth Gonzales to Mayor and City Council. Attachment C Signed Planning Commission Resolution No. P.C. - I Other Business: Workshop• Information: Zoning News —April 1999 Adjourn For information about agenda contact the Department of Planning and Community Development at (360)435-0724 SPECIAL ACCOMMODATIONS: The City of Arlin--- ble meetings for people with disabilities. Please contact the ADA Coordinator at(36 D only)prior to the meeting date if special accommodations are needed. i attachment A CITY OF ARLINGTON \ DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT BUII.DING DEPARTMENT STAFF REPORT BP 99-3423 GRANDVIEW INC. MAY 1091999 I. Brief Project Description and Request: The proponent is requesting a building permit application for construction of a 3,000 sq. ft. single story office building located in the 100 block of N. Olympic Ave. in the NE '/4 of Sec 11, T31 N, R5E. W.M. The request is to ensure compliance with the Central Business District Design Guidelines. II. Staff Recommendation: Staff recommends approval of the conditions in this Staff Report Edward F. Davis, Director of Planning and Community Development Date III. General Information A. Applicant/Owner: Scott Wammack Grandview Inc. P.O.Box 159 Arlington, WA 98223 B. Contact Person: Scott Wammack Grandview Inc. P.O.Box 159 Arlington, WA 98223 C. General Location: Property is located on the 100 Block of N. Olympic Ave in the NE '/4 of Sec 11, T31 N, R 5 E, W.M. nearest intersection is Olympic Ave and Second St. D. Address of the property: the Building Department has not assigned Address to the project 98-0025/streport.doc Revised January 21,1999 Page 1 of 6 >? 1 n; E. Description of Proposal: 3,000 Sq. Ft. single story office building. F. Approximate Acreage: 4,500 Sq.Ft. G. Comprehensive Land Use Designations: Site: Central Business District North: Central Business District South: Central Business District East: Central Business District West: Central Business District H. Zoning Site: CBD#1 North: CBD#1 South: CBD#1 East: CBD#1 West: CBD#1 I. Public Utilities & Services Water: City of Arlington Sewer: City of Arlington Garbage: Waste Management Northwest Storm Water: City of Arlington Telephone: General Telephone Electricity: Snohomish County PUD#1 Gas: Cascade Natural Gas Cable TV: TCI Cable Police: City of Arlington Fire: City of Arlington School: Arlington School District#16 Hospital: Cascade Valley Hospital District#3 J. PUBLIC NOTIFICATION: Planning Council 1) Published in Newspaper 5/5/99 N/A 2) Property Posted 5/5/99 N/A 3) Mailed to Property/500 ft. 5/5/99 N/A 4) Notices posted at City Hall 5/5/99 N/A Library and Post Office 5/5/99 N/A 98-0025/streport.doc Revised January 21,1999 Page 2 of 6 �i r. Note: A list of property owners and residents within 500 ft. and a list of reviewing agencies are available for review. IV. ENVIRONMENTAL REVIEW The project is exempt as per WAC 197-11-800 l(b) V. BACKGROUND An application was submitted to the Department of Planning and Community Development for review to ensure compliance the Central Business District Design Guidelines The proponent is requesting a building permit application to construct a 3,000 square foot office facility on a 4,500 square foot lot- See Attachment A-1. This property is currently vacant and has access off the alley between First St. and Second St. The Developer is required to connect to the City water and sewer system. VI. FINDINGS OF FACT 1. The applicant has submitted a building permit application to construct a 3,000 square foot single story office facility. The application was deemed complete on March 16, 1999. 2. In accordance with the Unified Development Code (UDC Chapter IX P.La) the project was circulated for review in accordance with the City's review and permitting procedures. 3. The subject property is zoned Central Business District Zone 1 (CBD 1). This zoning allows for Business/Professional Services Establishments,Personal Service Establishments and other allowable uses. 4. The project is consistent and compatible with the uses and zoning of the surrounding properties. 5. The property is physically suited for the uses allowed in the proposed zoning classification. 6. The benefit or cost to the public health, safety and welfare is sufficient to warrant the action. 98-0025/streport.doc Revised January 21,1999 Page 3 of 6 (C Af r A I V VII. RECOMMENDED CONDITIONS OF APPROVAL 1. The project is subject to issuance of applicable permits, including building permits and Health Department approval. All conditions of permit issuance shall become conditions of the project. 2. Recommended conditions as deemed appropriate by the Planning Commission. VIII. FOLLOW-UP Upon planning Commission approval, the application will be circulated for review in accordance with the City's review and permitting procedures. IX. ATTACHMENTS A-1. Vicinity Map A-2 Site Plan A-3 Elevation Drawings 98-0025/streport.doc Revised January 21,1999 Page 4 of 6 • w r met J ga � N � 00 RECEIVED MAR 2 3 1999 d22- CITY OF ARLINGTON tii1, ,� v + �i I J FAX TRANSMISSION Q CITY OF ARLINGTON Planning & Community Development 238 N Olympic Ave Arlington, WA 98223 (360) 435-0724 Fax: (360) 435-3906 To: Peggy (Legal Notices) Date: April 30, 1999 Pages: 2 (Including cover sheet) Fax #: 435-0999 From: Ryan C. Larsen Subject: Notice of Public Meeting for the Design Review Committee COMMENTS: 1) Please publish this legal notice on May 5, 1999 2) Please call me to verify receiving it 435-0724 3) Please send an affidavit of publishing to: ATTN Reta Shepard 'ING & COMMUNITY DEVELOPMENT LYMPIC AVE YTON WA 98223 sepaldoc ✓ ( u J n*V1— C i i - City of Arlington Department of Planning and Community Development Design Review Committee Notice of Public Meeting Notice is hereby given that a Public Meeting will be held before the Arlington Planning Commission (,Design Review Committee) on May 18, 1999 at the hour of 7 P.M. in the 2nd Floor City Council Chambers, Arlington, City Hall, 238 North Olympic, Arlington, WA 98223. The purpose of this public meeting is to review a building permit to ensure its compliance with the Central Business District Design Guidelines on the Grandview Inc. construction of a single story 3,000 sf building for office space. file number: BP 99-3423 GrandView Inc. Project's general location: -The project is located on the 100 block of N. Olympic Ave in the NE 1/4 of Sec 11, T 31 N, R 5 F W M Nearest intersection is Olympic Ave and Second St. All interested parties are invited to attend the hearing and make comment. Files are available for review at the Department of Planning and Community Development at 238 North Olympic Avenue, Arlington, Washington 98223. Comments may also be submitted in writing to the before mentioned address. Written comments must be received no later than 5:00 P.M. May 18, 1999. Special Accommodations: The City of Arlington strives to provide accessible meetings for people with disabilities. Please contact the ADA Coordinator at (360) 435-0361 or 1-800-833- 8388 (TDD only) by noon the Friday prior to the meeting date. Should anyone require additional information, please contact The Department of Planning and Community Development at 435-0724. phnot ... ,�, ...,�, � ., _'� ., I CASCADE SURVEYING •°""`Y'"°• � SURVEYORS & ENGINEERING ., INC o ENGINEERS 105 E. Division • P.O. Box 326 • Arlington, WA 98223 °Z PLANNERS (360) 435.5551 • fax: (360) 435-4012 •"`o"'O 1 DRAINAGE CALCULATIONS FOR GRANDVIEW NORTH L.L.C. The proposal is to construct a 3000 sq. ft. office building on an existing city lot. There will be a parking area that will access from the alley. The storm system will consist of an infiltration trench which will be 20 feet long, 8 feet wide, and 2 feet deep. This system will infiltrate the 100 year storm for the entire site, building and parking area. Water quality for the very small parking area will be provided by a gL llywashcr catch basin insert. A soil log was dug on the site on June 14, 1999 in the proposed parking area. The infiltration rate was estimated to be between one and three minutes per inch, which equates to 20 inches per hour. 10 inches per hour was used for the sizing. Based on the bottom area of the trench (160 sq. ft.) and the perc rate of 10 inches per hour, the infiltration rate can be converted to 0.037 CFS. This is the infiltration rate used in the computer model. The computer model predicts that for the 100 year storm event, a storage volume of 104 cubic feet will be required for the design trench of 20 feet long, 8 feet wide, and 2 feet deep. The storage available in the trench, based on a 30 percent void area, is 98.8 cubic feet. The other 5.2 cubic feet will be in the catch basin which will have approximately 12 cubic feet of storage space available. ti kQ � ANAL EXPIRES 12/23/99 �: I CASCADE SURVEYING •°""`"~°° ENGINEERING, INC. ENGI/NEEORS RS 105 E. Division ° P.O. Box 326 • Arlington, WA 98223 PLANNERS (360) 435.5551 • fax: (360) 435-4012 °•'•'° 01 — NST)!2s"L—L TYPE w1Tk4 ttr- P,-rE SEPPSCz�`roL _. I NSTALk— Z c; LONG) In' r\1 I U�tJI hE ) _� W I T H (�" �L tiZ�=, P 1 ICE I I v I � 1 70 I I t I � c,o 5y op Told ti oK ,To 3 * 13 I h a _ v 1 CASCADE SURVEYING OJRVBYI"0 & ENGINEERING, INC. :ate o�yy SURVEYORS ENGINEERS 105 E. Division • P.O. Box 326 • Arlington, WA 98223 PLANNERS (360) 435.5551 a fax: (360) 435-4012 "° "'° GENERAL NOTES I . ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF ARLINGTON STANDARDS AND SPECIFICATIONS AND WASHINGTON STATE DEPARTMENT OF TRANSPORTATION 1998 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AND THE 1989 WSDOT HYDRAULICS MANUAL. 2, ALL WORK WITHIN THE SITE AND CITY RIGHT—OF—WAY SHALL BE SUBJECT TO THE INSPECTION OF THE CITY INSPECTOR OR 'HIS DESIGNATED REPRESENTATIVE. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. UTILITIES SHOWN HEREON ARE FOR THE PURPOSE OF ASSISTING THE CONTRACTOR IN LOCATING SAID FACILITIES. NO WARRANTY IS EXPRESSED OR IMPLIED AS TO THE ACCURACY OR COMPLETION SHOWN. THE CONTRACTOR SHALL CALL DIAL—DIG 48 HOURS PRIOR TO CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AND/OR REPAIRING ASPHALT AND GRAVEL SURFACES DISTURBED AS A RESULT OF THIS CONSTRUCTION UNTIL THEY ARE ACCEPTED BY THE CITY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL ' PERMITS FOR UTILITY CONSTRUCTION. 6. TESTING SHALL BE SET FORTH BY THE CITY OF ARLINGTON. .; 0 I" VENT HOLE WHEN 6" OR 8" PVC PLUG NOT CONNECTED TO SS 6" OR 8" PVC FACTORY TEE c w r G z I � MAX : 1 r •. I I FROM SO, TO SO/SSA 77- ZI �1 / ADAPTOR OR PIPE oI JOINT 6" PVC PIPE 1 s AC COLLAR Gal o" _ PVC PIPE AS REQUIRED TYPE 8 C8 REVISED STANDARD PLAN NUMBER STANDARD OIL/WATER SEPARATOR • � SD 8 A S 11r'/GRA VELL Y NA 77W BACKM COMPACTED TO 95Z MAX. DENSITY 1' MIN. OVERLAP MIRAF1 140 FIL TER FABRIC \ O VF'R TOP AND SIDES OF � TRENCH ONL Y (NONE ON TRENCH BOTTOM) 1--112" WASHED GRAVEL P VC PIPE SDR35 PERFORA MD MTH 11" DIA HOLES, 5_ 0.C. SPACED AT \ \\ 120: INSTALL WITH ONE" ROW OF HOLES AT 12 O'CL CCK AS SHOWN. TYPICAL INFIL TRA 77ON TRENCH DETAIL NO SCALE REVISED a y� l .ur■a: :arrrrrwuruaa.aou.a.vV .nn. son 0 :... 4.2 G:G:...uu.......P. .uouur:?.G - - ••• • - • - • • • -••................ - uuu■ru■u■■u.... . ..■.....u■■■■ uu.a..■u u■u o u.■o.oouuu.ouu.uuuuuuuuou■ - - oouuuuu.u.uu.ou..auuuw■r. • • • • ou■u.uouuuuouuuu■...uou■ ou r o■o.a■.a u.■u■o u u u u u..o. ■■u■uoour■.uuuuruuruuu.■u. :Gau.u r o u u u.u u u u.u u■■v u■u■ uuouuuuuuuu■uuuuou ■.■ u.■uu■■uu■ur■■■■u■uuruuu..�■■■ 00 uuuuuuuu...............u.... ... uor.ra. .0 u.uuuo■uoo.. .■ ■ • •• •- - - • • • • •• ■uu.uG.■r:u..■.■.....rr..r.r.:w ■CC ve!�!re •.fir_..._��. r,.�.rri�••�?. rr.rr.•oF.ii.,i�.fi.irGiIY�L�a •• • -• - - - i;r•,rrr• a.�r•wr•�I•.arr.v.�s�irii� fir vd'.. ii�>/.rrliilosr.S.ri•va.e.•i J.$.Iiv� i/i��y�✓r�/r,�.%if�il.Fj�i.lf'}ra��i��s�% • -• • - • a�.tfi"rn i.� r'i��i���i:iii� eii�ai ►'fi�ii _ "a�� _ •_• • •—• •• • •— • • • • • • - • - • • • • • • .•- • - - •. - •• • -• • •• •- •• • -• • • •• -• • • as - : •• •— •• • -• -- 7 =_ ■ • 3 Is SU 1� • .=.ate•;. aar;:.a 'A •-• •�• O• • - •• • •- • -•-• 1 1;� • • • CASCADE SURVEYING a om & ENGINEERING, INC. SURVEYORSENGINEERS 105 E. Division • P.O. Box 326 ° Arlington, WA 98223 °r PLANNERS (360) 435.5551 ° fax: (360) 435-4012 GRANDVIEW NORTH LLC June 14, 1999 SOIL LOG 1. 0-7" Fill 7-16" Comp. brown top soil io-36' Tan loamy sand 36-96" Tan gravely medium sand Dry No Sign of Water 13163.doc(log Cascade Surveying and Engineering, Inc . HYDRA Version 5 . 12 Arlington, Washington Page 1 ------------------------------------------------------------------------------ C: \HYDRA\CMD\GRANVIEW.CMD 14 : 00 14-Jun-99 Status of DEFAULTS at start of run. ( * May be reset by SET) Command file : C:\HYDRA\CMD\GRANVIEW.CMD Input units are read as USA * Output sent to display Brief * Output sent to printer Brief * Output sent to file Off Paper width in inches 8 . 000 String to reset printer 27 38 108 54 68 27 40 115 49 48 72 String to set printer to compressed 17 . 16 27 38 107 48 56 72 String to set printer to 8 lines/inch 8 27 38 108 56 68 Name of printer Hewlett-Packard, LaserJet/LaserJet Print heading at top of page True Number of steps in hydrograph 200 Step length in minutes 10 Significant flow in hydrograph 0 . 005 * Maximum plot value Selected by HYDRA Type of hydrographic plot Compact Sanitary flow by Diurnal Curve Delay to start of actual storm 0 . 00 Rational Method computations Off SCS computations Santa Barbara Continuous simulation computations On * Maximum d/D for pipe design/analysis 0 . 900 * Match point position on pipe 0 . 00 or Invert * Number of allowable diam drops 999 * Mimimum drop thru manhole 0 . 000 Routing technique Quick * Calculate sanitary flows False * Calculate infiltration flows : True * Calculate storm flows : True * Calculate misc flows : False +------ --------- -- -- - - - -- --- --- --------- ---- ------- ----- ---- ---- ----- 1: JOB INFILTRATION TRENCH CALC. 'S 2 : TOT 3 . 75 (2YR-1 . 80 10YR-2 . 75 25YR-3 . 20 100YR-3 .75) 3 : STE 10 4 : FIL T1A10 .INC ------START OF SUB-FILE------ 1 : REM TYPE 1A 24 HR HYETOGRAPH 10 MINUTE INTERVALS FROM D.O.E . 2 : 3 : 4 : HYE 10, .40, . 40, .40, . 40, .40, .40, .40, .40, .40, . 40, . 50, .50, .50, .50, .50, . 50, . 60, + 5 : . 60, . 60, . 60, . 60, . 60, . 70, .70, . 70, . 70, .70, . 70, . 82, . 82, . 82 , . 82, . 82, . 82 , . 95, . 95, + Cascade Surveying and Engineering, Inc. HYDRA Version 5 . 12 Arlington, Washington Page 2 -- --------------------------------------------- C: \HYDRA\CMD\GRANVIEW.CMD 14 : 00 14-Jun-99 6 : . 95, .95, . 95, . 95, 1.33, 1 .33 , 1.33, 1. 8, 1. 8, 3 .4, 5 . 4, 2 . 7, 1. 8 , 1.34, 1 .34, 1 .34, . 88, . 88, + 7 : . 88, .88, . 88, . 88, . 88, . 88, . 88, . 88, . 88, . 88, .72, . 72 , .72, . 72, .72, . 72 , . 72, .72, . 72, + 8 : . 72, .72, . 72, .57, .57, .57, . 57, .57, .57, .57, .57, .57, .57, . 57, .57, .50, . 5, .5, .5, . 5, + 9 : . 5, .5, .5, .5, . 5, .5, .5, . 4, . 4, .4, . 4, . 4, .4, .4, .4, . 4, .4, .4, . 4, .4, .4, . 4 , .4, .4, . 4, .4, + 10 : . 4, . 4, .4, .4, .4, .4, .4, .4, .4, .4, .4, . 4, .4, .4, .4, .4, .4, . 4, .4, .4, .4, .4 , .4, .4, . 4 Total in original hyetograph 16 . 66 Inches Total volume rain in production hyetograph 3 . 75 Inches Maximum i ntensi ter 1 . 22 Inches/Hr 11: --- -- - END OF SUB-FILE ------ 5 : UNP . 03, 0.5, 0 .1, 0 .1, 0 . 05, .5, 0 . 04, 2 . 0, 1.5, 45, 45, 0 . 0, 2, 6, 24 6 : PAV . 018, . 01, . 02, .2, .5, 30, 0 7 : PDA . 013, 4, 1.5, 1, 2, . 004 8 : NEW Assigned lateral name: Lateral Starting at Line 8 9: REM THIS IS JOB NO. 13163 10 : HYD 0 . 10, 90, . 005, 1 . 00 11: REM THIS IS A LOT THAT IS 37 .5 FT. BY 120 FT. COMPLETELY IMPERVIOUS 12 : RES 100 . 00, 0/0, 10/. 037, 2000/ . 037 NOTE: No flow to inlet . 13 : REM THIS INFILTRATION RATE IS BASED ON A PERC RATE OF 10 . 00 in/hr 14 : REM WHICH IS HALF OF THE DOE RATE FOR COURSE SAND AND A INFILTRATION 15 : REM TRENCH 2 FT. DEEP , 8 . 0 FT. WIDE , AND 20 FT. LONG 16 : REM THIS GIVES AN INFILTRATION 17 : REM RATE OF 0 . 037 CFS (8*20*10 . 00/43200=0 . 0370) 18 : END 1 y Cascade Surveying and Engineering, Inc. HYDRA Version 5 .12 Arlington, Washington Page 3 C: \HYDRA\CMD\GRANVIEW.CMD 14 : 00 14-Jun-99 -- -- - - S U M M A R Y O F A N A L Y S I S ------ Run number on command file 6 Number of links 1 Number of hydrographs 34 Total sanitary population 0 Total sanitary area 0 . 00 Acres Total storm area 0 . 10 Acres Number of pumps 0 Number of reservoirs 1 Number of diversion structures 0 Number of inlets 0 Lenatr of new nine 0 . 00 Feet Length of existing pipe 0 . 00 Feet Length of channel 0 . 00 Feet Length of gutter 0 . 00 Feet Length of transport units 0 . 00 Feet Length of pressure pipe 0 . 00 Feet Cascade Surveying and Engineering, Inc . HYDRA Version 5 .12 Arlington, Washington Page 1 ---------- -- ------------------------------------------------------------- C: \HYDRA\CMD\GRANVIEW.CMD 14 : 01 14-Jun-99 INFILTRATION TRENCH CALC. 'S *** Lateral Starting at Line 8 Reservoir Invert ---- --- - - ----- Maximum Flow Values --- - - - - ------- - --- Link Up/Dn San Inf Sto Mis Design Cost 1 Unknown Discharge : 0 . 00 0 . 00 0 . 04 0 . 00 0 . 04 0 Unknown Stored : 0 0 104 0 104 Incoming : 0 . 00 0 . 00 0 .12 0 . 00 0 . 12 - ------ - -- - ---- -- ---- --- ---- - -- -- -- - --- - -- - - ----- - -- Lateral length= 0 Upstream length= 0 v FORM NO. P66-719 REV.4 Supersedes Form No.P66-719 Rev.3 High-Efficiency Self-Contained • Commercial Heat Pump WeatherKing ma`sPA G�f/ car S y. _ =- 5 =e it i +►a y •ram 7.5 & 10 NOMINAL TON �y�y Ev�ly [26 & 35 kW] �. WPDC- SERIES be AeereMlyd hr ��.,u �� Nh1:IST1IAR N� r-q1 5' `�)• ACCJIEDITA710(: Inr cMlllulb. ��JN�Ma G4 lOAIW Ccnificalc Number:30164 - : aI ■ 1 ■ . ■ f 0 � I . . 1 _ u ME ■ M ■ ■ 1 7 ■ ■ LL9, 1 ■ ■ r , ., � ' � _ 1 r. . 1 � r I ; ., No1 1 ME1 L _ ■ 10 0 ` . ON L - r••--r- - ., , . ti - 1 mmmm MEN® - • - MIR 1 r • • . L 0 r% 0 E.Jj ■ , PHYSICAL DATA TABLE MODEL WPDC 71/2 TON[26.38 kW](07 ) 10 TON[35.17 kW](101) Compressors Hermetic (2)3500 RPM (2)3500 RPM Outdoor Fans (2)22"[558.8 mm]-32°-2 Blade (2)24"[609.6 mm]-24°-2 Blade Outdoor Fan Motors (2)1/3 H.P.[249 W]-1075 RPM (2)1/3 H.P.-1075 RPM Outdoor Coils (2)21.3 Sq.Ft.[2 m2]-20 F.P.I.-1112 Row (2)21.3 Sq.Ft.[2 m2]-20 F.P.I.-2 Row Indoor Blower (1)15-11 (1)15-11 Indoor Blower Motor (1)1 H.P.[746 W]Std./11/2 H.P.[1119 W]Opt. (1)2 H.P.[1491 W]Std./3 H.P.[2237 W]Opt. Indoor Coil (1) 15.6 Sq.Ft.[1 m21-3 Row-13 F.P.I. (1) 15.6 Sq. Ft.[i m2]-4 Row-13 F.P.I. (2)20x25x2 (2)20x25x2 Filters In. [308 x 635 x 511 [508 x 635 x 51] [mm] (2)25 x 25 x 2 (2)25 x 25x 2 [635 x 635 x 511 [635 x 635 x 51] Crated Dimensions In. 851/2 x 831/2 x 47 851/2 x 831/2 x 47 [mm] [2172 x 2121 x 1194] [2172 x 2121 x 1194] Weight-Shipping/Operating Lbs, 1205/1115 1295/1205 [kg] [546.6/505.8] [587.4/546.6] PERFORMANCE DATA RATINGS MODEL COOLING HIGH TEMP.HEAT LOW TEMP.HEAT RATED SOUND NET BTUH[kW] EER IPLV NET BTUH[kW] COP NET BTUH[kW] COP CFM[Us] RATING(GELS)O WPDC-075 93,000[27.2] 9.0 9.9 93,000[27.2] 3.0 51,000[14.9] 2.1 1 3000[1416] 8.8 WPDC-101 120,000[35.2] 8.9 10.3 126,000[36.9] 3.0 67,000[19.6] 2.1 3900[1841] 9.0 '0 Sound ratings in accordance with A.R.I.Standard 270. MINI' UL CERTIFIED UNDER THE NOTE:"V"-575 VOLT MODEL A.R.I.CERTIFICATION NOT U.L.LISTED PROGRAM.A.R.I.STANDARD 240 OR A.R,I.CERTIFIED SELECTION PROCEDURE FOR MODEL WPDC-075CL Select unit based on the following example: Job requirements as indicated by load calculations. Total Cooling Capacity = 89,000 BTUH 126.1 kW] Indoor Airflow - 3200 CFM[1510 Us] Sensible Cooling 68,000 BTUH[19.9 kW] E.S.P. _ .4 in.W.C. Heating Capacity 101,000 BTUH[29.6 kW] Summer Design Ambient = 95°F[35°C]D.B. Entering Air(Cooling) = 78°F(25.6°C] D.B./65°F[18.3°C]W.B. Winter Design Ambient = 10°F[-12.2°C]D.B. Entering Air(Heating) = 75°F[23.9°C]O.B. Supply Power = 230V,3 Phase 1. INTERPOLATE GROSS TOTAL CAPACITY 6. NET SENSIBLE CAPACITY For 65°(18.30C]W13-93789 MBH Double Interpolation 73345 MBH Correction for 3200 CFM[1510 Us]-1.02 Blower Heat 3925 2. TOTAL STATIC PRESSURE TO USE AIR FLOW 69240 MBH PERFORMANCE TABLE Correction for 3200 CFM[1510 US]-1.03 .4 In. H2O E.S.P. 7. HEATING CAPACITY .026 Wet Coil Interpolation(Unit) 44000 MBH .115 20 kW Heater Required 101000 MBH .541 In. H2O Electric Heat 57000 MBH 3. AIR FLOW PERFORMANCE"L"DRIVE 57000 = 16.7 kW 3200 CFM ® .541 In. H2O 3412 1150 WATTS Use Nominal 20 kW Heater 725 RPM 19.8 kW x (Actual V_oftagel2 1150 WATTS x 3.412=3925 MBH \ 240 Volts 4. NET CAPACITY 19.8 x (230)'=18.2 kW 93789-3925=89864 MBH 240J 5. TOTAL WATTS-UNIT(INTERPOLATE) Actual Heating Capacity 18.2 kW x 3412= 62100 MBH 9292 Unit 44000 MBH Blower 1150 106100 MBH 10442 WATTS I Correction for 3200 CFM[1510 Us]-1.01 [ ]Designates Metric Conversions i COOLING PERFORMANCE DATA WPDC-075 AT 3000 CFM [1416 L/s] COND EVAP TOTAL POWER EVAP EVAPORATOR ENTERING AIR DB-°F[°C] INLET INLET CAPACITY INPUT LEAVING 70[21] 75[24] 80[27] 85[29] 90[32] AIR DB AIR WB AIR WB MBH[kW] kW SENSIBLE CAPACITY °F[°C] °F[°C] °F[°C] MBH[kW] MBH[kW] MBH[kW] MBH[kW] MBH[kW] 59[15.0] 90.8[26.6) 7.5 47.4 [8.6) 69.2[20.3] 83.8[24.6] 90.8[26.6] 90.8[26.6] 90.8[26.6] 75 63[17.2] 99.4[29.1] 7.8 51.3[10.7] 57.8[16.9] 72.4[21.2] 87.0[25.5] 99.4[29.1] 99.4(29.1] 123.91 67[19.4] 107.3[31.4] 8.2 55.5(13.1] 47.5[13.9] 62.1 [18.2] 76.7[22.5] 91.3[26.8] 105.9[31.0] 71 [21.7] 116.8[34.2] 8.3 59.5[15.3] 0.0 [0.0) 49.6[14.5] 64.2[18.8]. 78.8[23.1] 93.4[27.4] 75 23.9 125.5 36.8 8.6 63.8[17.7) 0.0 [0.0] 38.3 11.2 52.9 15.5 67.5[19.81 82.0 24.0 59[15.0) 84.5[24.8] 81 48.3 [9.1] 67.0[19.6) 81.6[23.9J 84.5[24.8] 84.5(24.8] 84.5(24.8] 85 63[17.2] 93.2(27.3) 8.4 52.1 [11.2) 55.7[16.31 70.3[20.6] 84.8[24.8] 93.2[2 7.3J 93.2[27.3) [29 4] 67[19.4] 101.0(29.6] 8.6 56.2[13.4] 45.3[13.3] 59.9[17.6] 74.5[21.8] 89.1 [26.1) 101.0[29.6] 71 (21.7] 110.5[32.4J 8.9 60.2[15.7] 0.0 [0.0] 47.5[13.9) 62.1 [18.2] 76.7(22.5) 91.3(26.8) 75(23.9] 119.2[34.9 9.2 64.4[18.0] 0.0 [0.0] 36.1 [10.6] 50.7 14.9 65.3 119.1 79.9 23.4 59[15.0) 79.4[23.3) 8.7 49.0 [9.4) 64.4[18.9] 79.0[23.1] 79.4[23.3] 79.4[23.3) 79.4[23.31 95 63[17.2) 88.0[25.81 9.0 52.8[11.6] 53.0[15.5] 67.6[19.8] 82.2[24.1] 88.0(25.8J 88.0[25.8] [35] 67[19.4) 95.9[28.11 9.4 56.8[13.81 42.7[12.5] 57.3[16.8] 71.9[21.1] 86.5[25.3j 95.9[28.1] 71 [21.7] 105.4[30.9] 9.5 60.8[16.0] 0.0 [0.0] 44.8[13.1] 59.4[17.4] 74.0[21.7] 88.6[26.0] 75[23.9 114.1 [33.41 9.8 64.9[18.3) 0.0 [0.0] 33.5 [9.8] 48.1 114.1 62.7[18.41 1 77.3 22.6 59[15.01 73.7[21.6] 9.3 49.8 [9.9) 61.4[18.0] 73.7[21.6) 73.7(21.6) 73.7(21.6) 73.7[21.6) 105 63[17.2) 82.4[24.1] 9.6 53.5[11.9) 50.0[14.7] 64.6[18.9] 79.2[23.2) 82.4[24.1) 82.4[24.1) [40.6] 67(19.41 90.3[26.5] 10.1 57.5[14.2] 39.7[11.6] 54.3[15.9] 68.9[20.21 83.5[24.5j 1 90.3(26.5) 71 [21.7] 99.7[29.2J 10.1 61.4[16.3) 0.0 [0.0] 41.8[12.2] 56.4[16.5) 71.0(20.8) 85.6[25.1) 75 23.9] 108.4 31.8j 10.4 65.5[18.6] 0.0 [0.0]_ 30.4 [8.9] 45.0 13.21 59.6 17.51 74.2 21.7 59(15.0] 65.8(19.3) 16.6 50.8[10.4] 56.0[16.4] 65.8[19.31 65.8[19.3] 65.8[19.3) 65.8[19.3] 115 63[17.2) 74.5[21.8] 10.2 54.5[12.5] 45.3[13.3] 59.9[17.6] 74.5[21.8] 74.5[21.8] 74.5(21.8] [46.1] 67[19.41 82.4(24.11 10.7 58.4[14.7] 36.3[10.6] 50.9[14.9] 65.5[19.2] 80.1 (23.5] 82.4(24.1J 71 (21.7] 91.8[26.9] 10.7 62.2[16.8] 0.0 [0.0] 38.5[11.3] 53.1 [15.6] 67.7[19.81 82.3[24.11 75 23.9 100.5 29.4] 1 11.0 1 66.2[19.0] 1 0.0 [0.01 1 27.8 [8.11 42.4[12.4 57.0 16.7 71.6 21.0 WPDC-101 AT 3900 CFM [1841 L/s] COND EVAP EVAP EVAPORATOR ENTERING AIR DB-°F[°C] INLET INLET TOTAL POWER LEAVING 70[21] 1 75[24] 80[27] 85[29] 90[32 95 351 AIR DB AIR WB CAPACITY INPUT ] MBH[kW] kW AIR WB SENSIBLE CAPACITY °F[°C] °F 15 °F[°C] MBH[kW] MBH[kW] MBH[kW] MBH[kW] MBH[kW] MBH[kW] 59[15.0] 110.E(32.4) 9.4 48.2 [9.0) 82.9[24.3] 102.1 [29.9) 110.6[32.41 110.E(32.4) 110.6[32.4) 110.6(32.4) 75 63[17.2) 120.4[35.3] 9.8 52.2[11.2] 69.0[20.2) 88.2(25.8J 107.4[31.5) 120.4[35.3] 120.4[35.3] 120.4[35.3) 123.91 67[19.41 132.8(38.9j 10.3 56.1 (13.4) 58.6[17.2] 77.8(22.8] 97.0[28.41 116.1 (34.01 132.8[38.9] 132.8[38.9] 71 (21.7] 140.0[41.0) 10.7 60.5[15.8] 0.0 (0.0] 60.5[17.71 79.6[23.3) 98.8[28.9) 118.0(34.6) 137.2[40.2) 75[23.9 149.7 43.9) 11.1 64.8[18.2 0.0 (0.0J 46.6(13.7J 65.8 19.3) 84.9[24.91 104.1 [30,51 123.3 f36.11 59[15.0J 107.2[31.4) 10.2 48.6 [9.2] 80.7(23.6] 99.9[29.3) 107.2[31.4) 107.2[31.4) 107.2[31.4) 107.2[31.41 85 63[17.2] 117.0(34.3) 10.6 52.5[11.4] 66.8[19.6] 86.0[25.2) 105.2(30.8] 117.0[34.3) 117.0[34.31 117.0(34.3] 129.4] 67[19.4) 129.5(37.9] 11.1 56.4(13.6] 56.4[16.5J 75.6[22.21 94.7[27.7) 113.9(33.4) 129.5(37.9) 129.5[37.9] 71 [21.7j 136.6[40.0[ 11.5 60.8[16,01 0.0 [0.0] 58.2[17.1) 77.4[22.7] 96.6[28.3] 115.8(33.9J 134.9(39.5] 75[23.9 146.4(42.9 11.9 65.1 (18.4 0.0 0.01 44.3(13.0) 63.5 18.6 1 82.7 24.2 1 101.9129.91 121.1 35.5) 59[15.01 102.3(30.0J 11.0 49.1 [9.5) 79.9[23.4] 99.1 [29.0] 102.3(30.0] 102.3[30.0) 102.3(30.0] 102.3[30.0) 95 63[17.2] 112.1 [32.81 11.5 53.0[11.7j 66.0[19.3) 85.2[25.01 104.4[30.6] 112.1 (32.8) 112.1 [32.8] 112.1 [32.81 [35] 67(19.4) 124.6[36.5) 12.0 56.8[13.8) 55.6[16.3] 74.8[21.9] 94.0[27.5] 113.1 [33.1] 124.6(36.5j 124.6 136.51 71 [21.7) 131.7(38.6) 12.3 61.2(16.2] 0.0 (0.0) 57.4[16.81 76.6(22.4J 95.8[28.1] 115.0[33.71 131.7[38.6) 75 23.91 141.5 141.5 12.7 65.4[18.6J 0.0 (0.01 43.6[12.8) 62.7 18.4] 81.9 24.0 101.1 29.61 120.3[35.2] 59(15.0) 95.4(28.0] 11.8 49.8 [9.9J 77.8[22.8) 95.4[28.0) 95.4(28.0) 95.4[28.0] 95.4(28.0) 95.4[28.0J 105 63[17.21 105.1 (30.8J 12.3 53.7[12.1] 63.9[18.7) 83.1 [24.31 102.3(30.0) 105.1 [30.8] 105.1 (30.8) 105.1 [30.8] [40.6] 71[21.7] 124.7[36.5] 13.11 61.8[16.6] 53.5 0.0((0.0] 55.3[16.2] 74.5 91.8[211.8] 193.7[27.5] 112.9(3.5] 124.7[36.5] 75 23.91 134.5[39.4] 13.6 65.9(18.8) 0.0 [0 0 1 41.5[12.2 60.6 17.8) 79.8 23.4 99.0129.01 118.2(34.6J 59[15.0] 85.7[25.1) 12.7 50.8(10.4) 70.7(20.7J 85.7[25.1] 85.7[25.1) 85.7(25.1) 85.7[25.1) 85.7(25.1] 115 63[17.2j 95.5(28.0) 13.1 54.6[12.6] 57.1 [16.7) 76.3[22.4] 95.5(28.0) 95.5[28.0] 95.5(28.0) 95.5[28.01 [46.1] 71 [21.7] 1115.1[33.7] 14.0 62.6 13.6 [17.0)14.61 40.0(13.9[0.0] 49.1 [14.4] 68.3[20.0] 104.8 87.5[25.6] 106.6 107.9[31.2] 1115.1(33.7] 75 23.9 124.8 36.6] 14.4 66.7 19.3 0.0 0.0j 35.5(10.4 54.7 16.0 73.9[21.71 1 93.0127.21 1 112.2 32.9 NOTES: 1. Total and sensible capacity is gross,with no deduction for indoor blower motor heat. 2. Power Input Is gross,which does not include indoor blower motor. 3. Interpolation is permissible. Do not extrapolate. AIRFLOW CORRECTION FACTORS WPDC-075 AT 3000 CFM [1416 L/s] WPDC-101 AT 3900 CFM [1841 L/s] ACTUAL--CFM 2400 2600 2800 3000 3200 3400 3600 3100 3300 3500 3700 3900 4100 4300 4500 4700 4900 [L/sl 1133 1227 1321 1416 1510 16U5 1699 1463 1557 1652 1746 1841 19351 [20291 1212412218 2313 TOTAL MBH 0.95 0.97 0.98 1.00 1.02 1.03 1.05 0.95 0.96 0.97 0.99 1.00 1.01 1.03 1.04 1.05 1.06 kVV 0 281 10.28 0.29 0.29 0.30 0.30 0.31 0.28 0.28 0.28 0.29 0.29 0.30 0.30 0.30 0.31 0.31 SENSIBLE MBH 0.90 0.93 0.97 1.00 1.03 1.07 1.10 0.89 0.92 0.95 0.97 1.00 1.03 1.05 1.08 1.11 1.13 kW 0.26 0.27 0.28 0.29 0.30 0.31 0.32 0.26 0.27 0.28 0.28 0.29 0.30 0.31 0.32 0.33 0.33 POWER kW 0.98 0.99 0.99 1.00 1.01 1.01 1.02 0.98 0.99 0.99 1.00 1.00 1.00 1.01 1.01 1.02 1.02 NOTES: 1. Multiply correction factor times gross performance data. 2. Resulting sensible capacity cannot exceed total capacity. [ ]Designates Metric Conversions 5 I I I I f 3 1 1 1 1 1 1 m N l l l l N s o s y O m N m co at N ^ m 0 O a m �? y O O O � 00 coI I I I I I o o, I I I ( srN W N W _ O r O O O tD rn O o 0 0 0 0 0 -' `n 3 °2 'r I i l i O " ' i I I V -W oofno O O N In m W O N rn Z r-- m V m M N N N Q O O CD n N O O m O O rn O O rn II CD C) CD a- co I I l l vmoNvtn I I I �� o00 �, m m Do W m m m m �o — --.. v rn (n CD O O O O O O O o .. rQ- O O O tD 3 N N m 1 1 1 N rn m 1 n m n l l W ti O N tM - m - m N N N fY V! y W Lo [V LL W ? O N Y � u r r r r == r r N O O O O r O fD 0 O In In O rn O rn O O rn rn u uy r ¢ � m m m I I I co coo m rn rn rn rn I I W Y 'r-' 3 0 0 o coo• LO co Ld o Q z 3 _ c O 0 0 O O O O O O O O O cO L W O O T O m O 3 O N O m O rn 00 m m 00 O CD L z C C O oo y O O O �� rn N V a-) N N In I I M 7 (0 00 O c1• (D W I n Z O co N N N N N N X ` a C O co y In tf, N O M � 'V C W O O r C rn to r O Lo rn o o n o rn n rn o 0 0 0 o ro Z v_ o 0 0 (o rn o m r. d y T a M co rn v g r d r` m O N V I I m N v m O N V ti I d, �n r. co ao S r- r- co co m r- m co 00 m m m m II O 3 tt N in O M d d a T A o rn A o 0 o u co m m 0 0 0 0 0 o rn o 0 0 0 0 0 0 0 2 3 V M M O I m N M rn N rn m m m C �j M r y O O O LM N m O N v u] N v (D tb O M rn CD m c u N O O N N N N N N y m f7 O O N y O Z rn to O QI Of r r r r r r r r r � O � 0!) O^ R � N � ^ � � Q r17 O ll] O O O rn rn O O O O 0 0 fn \ O O Omf O O O N f0 V O 1 V to r-- m N r I n m m (o m O N 'r r- 0 r 2 r- r- � n m O t• 00 00 W m m m m O to u u �. N M co r M u In CD O V m rn ll-r O a o O O rn C O O O O O O O CD CD CD CD O O O O CD �. y u m w tD O v m d rn 00 fD rl V (D (D C ] Y O N O m O rn rn O _ 3 0o O O M V rn N M rn n_ m N N N N y O_ N n N N N 7 Ol La/ O O O O O O F fD 1Z I' m u N M Z 3 rL O O In O m rn rn I"' O rn co In O rn O O O N a 1��1 W IQ O fL N M V (D 00 M Q (D W C. M (o f� O N U O O m O V C) M V 0o co m m ' Z a) CD O V Z C N O - - O N O 01 V Z O O O O O O O W O O O O O O O O O O O m o 0 0 0 0 o ro r- o to o rn 6L m rn N V rn Z O N O M to In cD C_ L. o r N r Ul O J C N 3 m co m N M rn FQ- N M rn (D m M rn (D 6 1� N If! `� `• " �:, CD co 00 m a yi i r N N N N M r (D (D W O O In ` u r r r r C r r r r O co O co c N r• t o rn rn O o rn rn U rn o rn o 0 o rn o rn F= r E 3 y O d (D N v (O m M tD 00 V m rZ O N ILL _ OD M O v .2 W .y0.. 2 to n ti r- r� W .LL.1 fl aD m 00 ao m m r M a W m 0 O O1 O o O rN- (o U, to y J N IOD 0, u N M O O rl') O 10 O O O O O O O O O O O O O O O O rn 7 F1 r M V 0 0 O (o m C W d to m ro m N 3 N m co tx7 n In ti rn (/, M rn V O to co m m a 00 m O M 'V' Y N V N ti O N V 47 p tl) 0 0 O In a to N N N N N L ~ f0 u r a _ rZ • O y lD O In In In m L2 O rn In o O O U') O ("� W O O 0 0 O Or O 1N'' ti N O d M In (D N M I!'7 00 " m m N In CO t` O "' V 0 0 u u N M C to Co ID r` I'- rl- r- Z n r- r- r- 00 tD m W m u- Z M m O m O r 7 W O U N F O O O V Y O O rn O O rn O rn ~ O O o 0 0 o 0 0 0 cN y d 'o O cc O C 11. N N to O N r- CD O co rD O M N f� O N O fd E W N y jp r m �^ N C C ' 3 N 3 Op lb O N M O N `S In m M R C O W a. O O m d w G N N N {71 2 0 0 u 0 O O O rn t\ y O y 0 C C r r r r r r N M r d O O m O N G O LO CL O rn to to rl') O rn rL rn In In to In O O O O C Q Q - N V M m a O p, O N V f0 M 119 `$ m m M rn (D 00 N(a L Z y O O O M O M to (D to to r� r- r- tD r2 r_ r_ rl- 0o 00 0o m lU r U '^ W C V/ = O _ o to O m In O O rn O O O O O O rn O O O O O O O Co �_ O O y O O O O M a CD co CD N V m O rn O N N m m t` ao y in 0. Q co V Z u u u u N O C (D r- tp m O N O J o M (o 0o O N M W _ ^ r r r r r r r r r r N N N G �"' T O O O (�7 E W rnrnarnrntoCD 000rnotornoO E` er 3 d W � u O d r- w Cl) rn M to m N V 00 m m rn to /� Y 67 O O O 'R u N M N U to rn (D CD � (O CD n m 00 00 v C LL O O N A O O O O O N N u U p7 •O m M � �. u u a C N Z O rt7 O O rn O O O 117 O O O O O O N O Q N`� 0 0 0 co Q _ to Cl) (D (D N t` O m m N N O rn O V a s N. N N M M O L 3 co t` f� W O Cl) I O V cD m m N N m E L Z NJ N ti N N -D1� / o 0 C v m m rn v . r r r r r r r r rC U � H O O O to '� M C (l1 \ O N O O O O O m Q N co M L O O O O O In In I In to O In In O lf] O W u �. u co CO M r� r� y Lip O V tD co O M rn N ' O Q rn In In CD CD tD ti tOo (mD r1 f+ m W W Q 7 N r fD M M to O Y O co r r (Ctl co L• 0 0 o cy W c Si " Lo u WCC. ir; _ - C \ tV u u O O In O O O O rn 0 0 0 O O O O O }s OO V h V M tD 0 0 0 to m O- M r1') 0O N D~ O O E LO ti ^ co m O N I I N to r� m O U N {� O M O O O to (� n N W o N N CO C O O O O 00 CO FE C N O O rA In O In m U Q N r N u V O Q ro O O M rn r- m N rn I I 00 O m m O lIJ _•O O N M (n O O O N fn rn n rn n cD m to r,- ti f- r- m m W `� o 0 0 0 0 0 m 0 0 0 0 o p F o d N }� m rn F N o F I I I rn � m O O rn tl) l!'1 tD r� m O N M V tD OD Op r r r r r r r N N � ►/ C: J o g I o rn rn o o rn o o to rn o o MC Cc: Y/ E c m m rn r.- m ( I I 07 td g s v rn rn rn rn to ^ ^ E N o ¢ w 2 ty cc r� d Q 2 C OS N 4J O M 11 ^ ID O lt'7 T O In Qr M 00 N r� ^ l!7 a Y O C1 2 2 2 r C N N O m O m m co co ^ N M •M Y Y r r r f m m - - m 0 N Q a o�� " .� N N r� o E E o N v Q U- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �_ c o w oa (tl 0 0 0 0 0 0 0 O o 0 0 0 0 0 0 0 w N Z R (D 00 O N r CD N at (D 00 O N V tD 00 F- O U O O O O N N N M M M M M M M M V' V V V O T w m U r M Z 7 NET HEATING CAPACITIES BTU 71/2 TON [26 kW] SELF-CONTAINED 10 TON [35 kW] SELF-CONTAINED HEAT PUMP @ 2400 CFM [1133 L/s] HEAT PUMP @ 3200 CFM [1510 L/s] OUTDOOR INDOOR AIR ENTERING COIL°F['Cl OUTDOOR INDOOR AIR ENTERING COIL°F['Cl AMBIENT TEMP.°F 60[15.5] 70[21.1] 80[26.7] TEMP.°F AMBIENT 60[15.5] 70[21.1] 60[26.7] •�j [°C] MBH[kW] C.O.P MBH[kW] C.O.P. MBH[kW] C.O.P. [°C] MBH[kW] C.O.P MBH[kW] C.O.P. MBH[kW] C.O.P. 0 37.0 14 32.0 13 30.0 12 0 47.0 16 45.0 15 43.0 14 [-17.8] [10.8] , [9.4] [8.8] [-17.8] [13.8] [13.2] [12.6] 10 46.0 1.7 42.0 1.6 39.0 1.5 10 59.0 1.7 57.0 1.6 55.0 1.5 [-12.2] [13.5] [12.3] [11.4] [-12.2] [17.3] 116.71 [16.1) 20 56.0 2.1 53,0 2.0 49.0 1.9 20 71.0 2.1 69.0 2.0 68.0 1.9 [-6.6) (16.4] [15.5] [14.4] [-6.6] [20.8) [20.2] [19.9] 30 68.0 2.8 67.0 2.4 61.0 2.3 30 87.0 2.3 83.0 2.2 81.0 2.1 [-1.1] [19.9] [19.6) [17.9] [-1.1] [25.5] [24.3] [23.7] 40 62.0 81.0 75.0 40 109.0 103.0 99.0 [4.4] [24.0] 2,9 [23.7) 2.8 (22.0] 2.7 [4.4] [31.9] 2.5 [30.2] 2.4 [29.0] 2.3 50 99.0 3.2 96.0 3.1 91.0 3.0 50 133.0 3.7 128.0 3.6 123.0 3.5 [10] [29.0] [28.1] [26.7] [10] [39.0) [37.5] [36.0] 60 112.0 3.4 108.0 3.3 105.0 3.2 60 154.0 3.9 150.0 3.8 146.0 3.7 [15.6] [32.8] [31.6] [30.8] [15.6] [45.1] [44.0] [42.8] 71/2 TON [26 kW] SELF-CONTAINED 10 TON [35 kW] SELF-CONTAINED HEAT PUMP @ 3000 CFM [1416 L/s] HEAT PUMP @ 4000 CFM [1888 L/s] OUTDOOR INDOOR AIR ENTERING COIL°F[°C] OUTDOOR INDOOR AIR ENTERING COIL°F[°C] AMBIENT AMBIENT TEMP.°F 60[15.5] 70[21.1] 80[26.7] TEMP.°F 60[15.5] 70[21.1] 80[26.7] [°C] MBH[kW] C.O.P MBH[kW] C.O.P. MBH[kW] C.O.P. [°C] MBH[kW] C.O.P MBH[kW] C.O.P. MBH[kW] C.O.P. 0 39.0 35.0 32.0 0 49.0 47.0 45.0 [-17.8] [11.4] 1.5 [10.3] 1.4 [9.4) 1.3 [-17.8] [14.4] 1.7 [13.8] 1.6 [13.2] 1.5 10 48.0 18 45.0 17 42.0 16 10 61.0 18 58.0 17 57.0 16 [-12.2] [14.1] [13.2] [12.3] [-12.2] [17.9] [17.0] [116.7] 20 58.0 2 2 56.0 2 1 52.0 2 0 20 73.0 2 2 72.0 2 1 70.0 2 0 [6.6] [17.0] [16.4) [15.2] [-6.6] [21.4] [21.1] [20.5] t 30 71.0 2.6 68.0 2.5 63.0 2.4 30 83.0 2.4 87.0 2.3 84.0 2.2 [-1.1] [20.8] [19.9] [18.5] [-1.1] [24.3] [25.5] [24.6] 40 87.0 3.0 84.0 2.9 79.0 2.8 40 111.0 2.6 108.0 2 5 103.0 2.4 [4.4] [25.5] [24.6] [23.1) [4.4] [32.5] [31.6] [30.2] ` 50 102.0 3.3 99.0 3.2 95.0 3.1 50 137.0 3.8 133.0 3.7 128.0 3.6 [10] _ [29.9] [29.0] [27.8] [10] [40.1] [39.0] (37.5] 60 117.0 3.5 113.0 3.4 110.0 3.3 60 158.0 3.9 155.0 3.8 150.0 3.7 [15.6] [34.3] [33.1] (32.2) (15.6] [46.3] [45.4] [44.0] 71/2 TON [26 kW] SELF-CONTAINED 10 TON [35 kW] SELF-CONTAINED HEAT PUMP @ 3600 CFM [1699 L/s] HEAT PUMP @ 4800 CFM [2265 L/s] OUTDOOR INDOOR AIR ENTERING COIL°F[°C] OUTDOOR INDOOR AIR ENTERING COIL°F[°C) AMBIENT 60[15.5] 70[21.1] 80[26.7] AMBIENT 60[15.5] 70[21.1] 80[26.7] TEMP.°F TEMP.°F [°C] MBH[kW] C.O.P MBH[kW] C.O.P. MBH[kW] C.O.P. [°C] MBH[kW] C.O.P MBH[kW] C.O.P. MBH[kW] C.O.P. 0 41.0 1.6 37.0 1.5 33.0 1.4 0 50.0 1.8 49.0 1.7 47.0 1.5 [-17.8] [12.0] [10.8] [9.7] [-17.8] [14.7] [14.4] [13.8] 10 50.0 19 47.0 18 43.0 15 10 62.0 19 61.0 19 59.0 18 [-12.2] [14.7] [13.8] [12.6] [-12.2] [18.2] [17.9] [17.3] 20 60.0 2.3 58.0 2.2 53.0 1.9 20 76.0 2.3 73.0 2.2 71.0 2.1 [-6.6] [17.6] [17.0] [15.5] [-6.6] [22.3] [21.4] [20.8] 30 73.0 2.7 71.0 2.6 66.0 2.5 30 92.0 2.5 90.0 2.5 87.0 2.4 [-1.1] [21.4] [20.8] [19.3] [-1.1] [27.0] [26.4] [25.5] 40 88.0 3.1 87.0 3.0 81.0 2.9 40 115.0 2.7 111.0 2.6 107.0 2.5 [4.4] [25.8] [25.5] [23.7] [4.4] [33.7] [32.5] [31.4] 50 105.0 102.0 97.0 50 140.0 137.0 132.0 3.4 3.3 3.2 3.8 3.7 3.5 [10] [30.8] [29.9] [28.4] (10] [41.0] [40.1] [38.7] 60 119.0 115.0 112.0 60 161.0 160.0 153.0 [15.6] [34.9] 3.6 [33.7] 3.5 [32.8] 3.4 [15.6] [47.2] 3.9 [46.9] 3.B [44.8] 3.7 MBH =BTUH x 1,000 NOTE:To find KW above conditions,use the formula [ ]Designates Metric Conversions C.O.P.=Coefficient of Performance KW= MBH C.O.P.x 3.412 Where:KW=Total power input(watts x 1000) 6 I ELECTRICAL DATA MODEL 075"K 075•L 101'K 101'L VOLTAGE(3/60) 208/230 460 575 208/230 460 575 208/230 460 575 208/230 460 575 COMPRESSORS 2 2 2 2 2 2 2 2 2 2 2 2 RLA(ea) 17.1 9.4 5.5 17.1 9.4 5.5 19.4 9.6 7.0 19.4 9.6 7.0 LRA(ea) 84 42 .36 84 42 36 115 50 50 115 50 50 OUTDOOR MOTOR 2 2 2 2 2 2 2 2 2 2 2 2 J FLA(ea) 2.2 1.3 .8 2.2 1.3 .8 2.2 1.3 .6 2.2 1.3 .8 INDOOR MOTOR 1 1 1 1 1 1 1 1 1 1 1 1 H.P. 1 1 1 1.5 1.5 1.5 2 2 2 3 3 3 -FLA 3.8 1.9 1.5 5.8 2.8 2.3 7.0 3.5 2.6 9.6 4.6 3.7 MIN.CIR.AMP 47 26 16 49 26 16 56 32 22 58 33 23 MAX.FUSE SIZE 60 35 25 60 35 25 60 35 25 60 35 25 'C=208/230 Volts;D=460 Volts;Y=575 Volts NOTE: 575 volt units are not UL listed or A.R.I.certified. ELECTRICAL DATA-WPDC- WITH RXPJ- HEATER KITS HEATER KIT CAPACITY 71/2 TON[26.38 kW]HEAT PUMP 10 TON[35.17 kW]HEAT PUMP ELECTRIC POWER AMPS MIN. MAX. MIN. MAX. HEAT HEAT O SUPPLY HEATER 208V 240V ONLY CIRCUIT AMP. FUSE SIZE CIRCUIT AMP. FUSE SIZE STAGES kW I BTUH kW BTUH 208/240 480 208/240 480 208/240 480 208/240 1480 208/240V 10 kW 3-60 25/28 8.6 29,352 11.4 38,908 80 - 100 - 95 - 125 - 1 20 kW 3-60 42/48 14.9 50,854 19.8 67,577 105 - 125 - 120 - 150 - 2 30 kW 3-60 62/70 21.6 73,721 28.8 98,294 132 - 150 - 148 - 175 - 2 40 kW 3-60 83/95 29.7 101,366 39.6 135,155 164 - 175 - 179 - 200 - 2 480V 480V 10 kW 3-60 14 11.2 38,226 - - - 42 - 50 - 48 - 60 1 20 kW 3-60 23.1 19.2 65,530 - - - 53 - 60 - 59 - 70 2 30 kW 3-60 37 30.4 103,775 - - - 71 - 80 - 77 - 90 2 40 kW 3-60 46.2 38.4 131,059 - - - 82 - 90 - 88 - 100 2 600V 600V 20 kW 3-60 18.5 19.2 65,530 - - - 39 - 40 - 46 - 50 2 40 kW 3-60 37.0 38.4 131,060 - - - 63 -- 70 - 69 - 70 2 i0 Field installed accessory. WIRING NOTE: Field wiring must comply with National Electric Code, CONTROL WIRING Canadian Electrical Code and any applicable local Low voltage control wiring should not be run in same conduit ordinance. with power wiring,unless Class 1 wire of proper voltage rating is used. Route thermostat cable or equivalent single leads of No. ELECTRICAL POWER 18 AWG colored wire from thermostat sub-base terminals It is important that proper electrical power is available for the unit. through 7/8 inch [22.2 mm] bushing marked low voltage on unit Voltage must not vary more than 10 percent of that stamped on to low voltage in field wiring box.Make connections as shown on the rating plate. Interphase voltage variation on three-phase units unit wiring diagram and in figure showing control wiring. Use No. must not be more than 3 percent. Contact local power company 16 AWG, wire for lengths exceeding 50 feet[15.2 m]. for correction of improper voltage or phase unbalance. Do not short thermostat wires since this may blow fuse in control transformer. ELECTRICAL POWER SOURCE Power is supplied to the unit from a field supplied fused discon- THERMOSTAT nect switch installed by contractor within sight of the equipment. The recommended heat pump thermostats for this system are 2- Wiring is connected to the factory supplied power terminal block in stage cooling and 3-stage heating.All have fixed cooling and first- the unit. stage heating anticipators. Some models have an adjustable sec- ond-stage heating anticipator. For proper adjustment, add the FUSING current draw in amperes of all components controlled by the sec- The branch circuit feeding the unit must be fused as shown in and stage. Set the anticipator to this total. See the instructions Electrical Data Table. Use only fuse size shown. packed with the thermostat for specific information. [ ]Designates Metric Conversions 10 � �. :� i 4 City of Arlington Fax:360-435-3906 Jun 10 '99 10:24 P.03 MEMO To: Dave Anderson . From: Marc Hayes Subject: Grandview Office Building Date: June 7, I999 1. A site plan needs to be submitted. 2. A drainage plan nccds to be submitted. The drainage design must meet all D.O.E. requirements. 3. Applicant must sign and record a waiver of no protest to the formation of an L.I.D. /U Aa-MLIAJ4 DN S TG ,7—e_ A-4--j . 199906210593 06/21 /1999 12:53 PM Snohomish o P.0004 RECORDED y Return Name and Address: Sc r jfJ ��'pj,�r tii �L Please orint or type information Document Title(s) 1. ►)��:L'L Gf i1ltrILV r�111,� ��:u'�=�JArJI 2. 3. _ 4. / �nal names on page of document. -� �' '"> ' 1,y c�1` �I�tLi ,i��c► U Haamunal names on page of document. Legal description (abbreviated: i.e. lot, block, plat OR section, township, range, qtr./qtr.) 1+.;f I 6 Lo L 1,- �-- 1 12,J O i'`I r l YLZ I W 1 U F I Additional legal is on page of document Reference Number(s) (Auditor File Numbers) of Documents assigned or released: ❑Additional numbers on page of document. Assessor's Property Tax Parcel/Account Number ❑ Property Tax Parcel ID is not yet assigned ❑ Additional parcel numbers on page of document The Auditor/Recorder will rely on the information provided on the form. The staff will not read the document to verify the accuracv or comoleteness of the indexing information. ,..,.0 . �f 2 s I I I AFTER RECORDING PLEASE RETURN TO: CITY OF ARLINGTON ARLINGTON CITY HALL 238 NORTH OLYMPIC AVE ARLINGTON, WA 98223 POWER OF ATTORNEY AND COVENANT NOT TO PROTEST FORMATION OF IMPROVEMENT DISTRICT The undersigned are the owners of the following described real property in Snohomish County, Washington: See attached Exhibit"A" The undersigned has filed and application for the following permit, land use, or other development proposal: Building Permit#99-3423 Grandview Inc. 129 N. Olympic Ave Arlinaton, WA 98223 FOR AND IN CONSIDERATION of approval of the above described permit, land use, or proposal, the undersigned do hereby agree and declare as follows: (1) Power of Allgro ney. The undersigned hereby and make,constitute and appoint the City of Arlington as their true and lawful attorney in fact for the sole purpose of signing a letter, notice, petition, or other instrument initiating, furthering, or accomplishing the formation of a local improvement district under RCW35.43 as now enacted or later amended, for the purpose of the following: Any and all improvements benefitting the property_ (2) Release of Power of Attorney. Following installation of the ultimate improvements contemplated by this agreement, this City shall,on request of developer,deliver a signed release of this power of attorney. (3) Binding Effect. The foregoing power of attorney and agreement not to protest shall be binding upon the undersigned, their heirs, successors and assigns, and shall constitute covenants running with the above described property for a period of not more than ten years from the date of its execution. Developer agrees not to protest formation of said local improvement districts, provided that,however, this agreement shall not limit the rights of an owner to object to said owner's individual assessment or determination of special benefits, or owner's right to appeal to the Superior Court the decision of the City Council affirming the final assessment roll. .i :. 1 Owner Owner STATE OF WASHINGTON) )ss COUNTY OF SNOHOMISH) On this day personally appeared before me/ ,'�/,ilia! �'�1�!L to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that I-., signed the same as free and voluntary act and deed for the uses and purposes therein mentioned. Given un", Wha �Pfil�official seal this day of in r''��� �' :,� �;• � NOTARY: PUBLIC in and for the State of Washington, residing at STATE OF WASHINGTON) ) ss COUNTY OF SNOHOMISH) On this day personally appeared before me to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that signed the same as free and voluntary act and deed for the uses and purposes therein mentioned. Given under my hand and official seal this—day of .1999 NOTARY PUBLIC in and for the State of Washington, residing at r .,� S�CIIEDULE A PAGL: 2 Lot 18, Block 6, TOWN OF ARLINGTON, accoulin Volume 2 of Plats, Page 9, records of Snolronrisli (lie latter of recorded in Cc,t„lty. Situate in the County of Snolrornish, State of Washington. END OF SCI- EIMU A •"' """' 199906210593 06/21 / 1999 12:53 PM Snohomish P.0004 RECORDED y Return Name and Address: Please print or type information Document Title(s) 1 I)��;L�t Gf i17trIL;l� �11`� C� �'L=rJ9rJl 2. 3. _ 4. Grantor(s) 2. 3. 4. ❑ Additional names on page of document. Grantee(s) 1. tity LI IWu►J 2. 3. 4. ❑Additional names on page of document. Legal description (abbreviated: i.e. lot, block, plat OR section, township, range, qtr./qtr.) !,-..t 1y i3Li.:Lk (. i '7—,.i�J Lr itYUII`IC�1JF-1 CD Additional legal is on page of document Reference Number(s) (Auditor File Numbers)of Documents assigned or released: ❑ Additional numbers on page of document. Assessor's Property Tax ParcellAccount Number S 7e3cY --00 6 - 0/0' - c c)UT ❑ Property Tax Parcel ID is not yet assigned ❑ Additional parcel numbers on page of document The Auditor/Recorder will rely on the information provided on the form. The staff will not read the document to verify the accuracy or comoleteness of the indexing information. �. r AFTER RECORDING PLEASE RETURN TO: CITY OF ARLINGTON ARLINGTON CITY HALL 238 NORTH OLYMPIC AVE ARLINGTON, WA 98223 POWER-OF ATTORNEY AND COVENANT NOT TO PROTEST FORMATION OF IMPROVEMENT DISTRICT The undersigned are the owners of the following described real property in Snohomish County, Washington: See attached Exhibit"A" The undersigned has filed and application for the following permit, land use, or other development proposal: Building Permit#99-3423 Grandview Inc. 129 N. Olympic Ave Arlington, WA 98223 FOR AND IN CONSIDERATION of approval of the above described permit, land use, or proposal, the undersigned do hereby agree and declare as follows: (1) Power of Attorney. The undersigned hereby and make,constitute and appoint the City of Arlington as their true and lawful attorney in fact for the sole purpose of signing a letter, notice, petition, or other instrument initialing, furthering, or accomplishing the formation of a local improvement district under RCW35.43 as now enacted or later amended, for the purpose of the following: Any and all improvements benefitting the property (2) Release of Power of Attorney. Following installation of the ultimate improvements contemplated by this agreement, this City shall,on request of developer,deliver a signed release of this power of attorney. (3) Binding Effect. The foregoing power of attorney and agreement not to protest shall be binding upon the undersigned, their heirs, successors and assigns, and shall constitute covenants running with the above described property for a period of not more than ten years from the dale of its execution. Developer agrees not to protest formation of said local improvement districts,provided that,however,this agreement shall not limit the rights of an owner to object to said owner's individual assessment or determination of special benefits, or owner's right to appeal to the Superior Court the decision of the City Council affirming the final assessment roll. I t I I I I �� 1 I Owner ' Owner STATE OF WASHINGTON) ) ss COUNTY OF SNOHOMISH) � 1! On this day personally appeared before me`r /' l'j to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that signed the same as free and voluntary act and deed for the uses and purposes therein mentioned. Given un" amA nd official seal this)-' day of ���5sioriiF�4crp++/ o NO rqqP /+,P ''� ,'�.;� s NOTA(�Y PUBLIC in and for the State of Washington, residing at STATE OF WASHINGTON) ) ss COUNTY OF SNOHOMISH) On this day personally appeared before me to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that signed the same as free and voluntary act and deed for the uses and purposes therein mentioned. Given under my hand and official seal this_day of .1999 NOTARY PUBLIC in and for the State of Washington, residing at .� I _ - _ I I I u SCII MULE A. PAGE 2 t,ot 18, Block 6, 'TOWN OF ARLINGTON, according to the plat thereof recorded in Volume 2 of Plats, Page 9, records of Snohomish County, Washington. Situate in the County of Snohomish, State of Washington. END OF SCHEDULE A :e. 1 I ►itt►t►►it►t►t►it►ti►t►t►ii tt►i�t►►it iitti►�t►►tt►t�►�ii�►titt►►ii►tt� 199906210593 P600041RECORDED3 PM gCountysh Return Name and Address: �rL1-111G I��'� Wi�1 G1 L,� Please print or type information Document Title(s) 1. 2. 3. _ 4. Grantor(s) 1, iy VCA PIS v r:I j , ►�C. 2. 3. 4. ❑ Additional names on page of document. Grantee(s) 1. ( itY 6'1l i1%'t LI ►IG,lul1 2. 3. 4. ❑ Additional names on page of document. Legal description (abbreviated: i.e. lot, block, plat OR section, township, range, qtr./qtr.) /',r I , ✓SLo Ltc (' ) 'R_,,J0 PYLLIN(­W 1-I Fj Additional legal is on page of document Reference Number(s) (Auditor File Numbers) of Documents assigned or released: ❑ Additional numbers on page of document. Assessor's Property Tax Parcel/Account Number 7 39 _0'0v — GJ�� LAC>C-`� ❑ Property Tax Parcel ID is not yet assigned ❑ Additional parcel numbers on page of document The Auditor/Recorder will rely on the information provided on the form. The staff will not read the document to verify the accuracv or comoleteness of the indexing information. S 1 I I 1 AFTER RECORDING PLEASE RETURN TO: CITY OF ARLINGTON ARLINGTON CITY HALL 238 NORTH OLYMPIC AVE ARLINGTON, WA 98223 POWER OF ATTORNEY AND COVENANT NOT TO PROTEST FORMATION OF IMPROVEMENT DISTRICT The undersigned are the owners of the following described real property in Snohomish County, Washington: See attached Exhibit"A" The undersigned has filed and application for the following permit, land use, or other development proposal: Building Permit#99-3423 Grandview Inc 129 N. Olympic Ave Arlington WA 98223 FOR AND IN CONSIDERATION of approval of the above described permit, land use, or proposal, the undersigned do hereby agree and declare as follows: (1) Power of Attorney, The undersigned hereby and make,constitute and appoint the City of Arlington as their true and lawful attorney in fact for the sole purpose of signing a letter, notice, petition, or other instrument initiating, furthering, or accomplishing the formation of a local improvement district under RCW35.43 as now enacted or later amended, for the purpose of the following: Any and all imrovemenls benefittinq the roperty (2) Release of Power of Attorney. Following installation of the ultimate improvements contemplated by this agreement, this City shall,on request of developer,deliver a signed release of this power of attorney. (3) Bmdiny_Effect. The foregoing power of attorney and agreement not to protest shall be binding upon the undersigned, their heirs, successors and assigns, and shall constitute covenants running with the above described property for a period of not more than ten years from the date of its execution. Developer agrees not to protest formation of said local improvement districts,provided that,however,this agreement shall not limit the rights of an owner to object to said owner's individual assessment or determination of special benefits, or owner's right to appeal to the Superior Court the decision of the City Council affirming the final assessment roll. �� - - I. 1 Owner ' Owner STATE OF WASHINGTON) ) ss COUNTY OF SNOHOMISH) On this day personally appeared before mel w/f-1,di/! !!L to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that , signed the same as III,: free and voluntary act and deed for the uses and purposes therein mentioned. re c�official seal this day of s Given ull aI .F 1 !0 ssio . 9 b 0 Nr-.}r'qq�p5 I�� 01 in +, 9 .�. � .:,�. `�� NOTOY PUBLIC in and for the State of Washington, residing at STATE OF WASHINGTON) )ss COUNTY OF SNOHOMISH) On this day personally appeared before me to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that signed the same as free and voluntary act and deed for the uses and purposes therein mentioned. Given under my hand and official seal this_day of .1999 NOTARY PUBLIC in and for the State of Washington, residing at I 1 r SCIEDULE A._PAGE 2 Lot 18, Block 6, TOWN Or ARLINGTON, according to the plat thereof recorded in Volume 2 of Plats, Page 9, records of Snohomish County, Washington. Situate in the County of Snohomish, State of Washington. END OF SCHEDULE A { i '°"" 199906210593 06/21 /1999 12:53 PM Snohomish o P .0004 RECORDED y Return Name and Address: Please print or a infonnadon Document Title(s) 2. 3. _ 4. Grantor(s) 1. (y VCJ 40 0 v I aJ , ►d C. 2. 3. 4. ❑ Additional names on page of document. Grantee(s) 1. C i I-y C /` j-1 I I I(. CV t) 2. 3. 4. ❑Additional names on page of document. Legal description (abbreviated: i.e. lot, block, plat OR section, township, range, qtr./qtr.) -t Ic,• f3L�Llc (� ( A��,;iJ �f ;�-IYLZIhIC�,�V 1-I Additional legal is on page of document Reference Number(s) (Auditor File Numbers) of Documents assigned or released: ❑ Additional numbers on page of document. Assessor's Property Tax Parcel/Account Number ❑ Property Tax Parcel ID is not yet assigned ❑ Additional parcel numbers on page of document The Auditor/Recorder will rely on the information provided on the form. The staff will not read the document to verify the accuracv or comoleteness of the indexing information. AFTER RECORDING PLEASE RETURN TO: CITY OF ARLINGTON ARLINGTON CITY HALL 238 NORTH OLYMPIC AVE ARLINGTON, WA 98223 POWER OF ATTORNEY AND COVENANT NOT TO PROTEST FORMATION OF IMPROVEMENT DISTRICT The undersigned are the owners of the following described real property in Snohomish County, Washington: See attached Exhibit"A" The undersigned has filed and application for the following permit, land use, or other development proposal: Building-Permit#99-3423 Grandview Inc. 129 N. Olympic Ave Arlington. WA 98223 FOR AND IN CONSIDERATION of approval of the above described permit, land use, or proposal, the undersigned do hereby agree and declare as follows: (1) Power of Attorney. The undersigned hereby and make,constitute and appoint the City of Arlington as their true and lawful attorney in fact for the sole purpose of signing a letter, notice, petition, or other instrument initiating, furthering, or accomplishing the formation of a local improvement district under RCW35.43 as now enacted or later amended, for the purpose of the following:-Any e and all improvements benefitting the goperty, . (2) Release of Power of Attorney. Following installation of the ultimate improvements contemplated by this agreement, this City shall,on request of developer, deliver a signed release of this power of attorney. (3) Binding Effect. The foregoing power of attorney and agreement not to protest shall be binding upon the undersigned, their heirs, successors and assigns, and shall constitute covenants running with the above described property for a period of not more than ten years from the date of its execution. Developer agrees not to protest formation of said local improvement districts, provided that,however,this agreement shall not limit the rights of an owner to object to said owner's individual assessment or determination of special benefits, or owner's right to appeal to the Superior Court the decision of the City Council affirming the final assessment roll. I V Owner Owner STATE OF WASHINGTON) )ss COUNTY OF SNOHOMISH) On this day personally appeared before me r•,��IJ/��! %'�=;!C_ to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that signed the same as 11/_ free and voluntary act and deed for the uses and purposes therein mentioned. Given under �K#tat N g4official seal this day of .1999 �• '�SSI0.1j' ��I11 in: 03 NOTARY PUBLIC in and for the State of Washington, residing at STATE OF WASHINGTON) ) ss COUNTY OF SNOHOMISH) On this day personally appeared before me to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that signed the same as free and voluntary act and deed for the uses and purposes therein mentioned. Given under my hand and official seal this_day of .1999 NOTARY PUBLIC in and for the State of Washington, residing at ,�, I 1 I SCIIEDULE- A, rncE 2 Lot 18, Block 6, TOWN OF ARLINGTON, according to the plat thereof recorded in Volume 2 of Plats, Page 9, records of Snohomish County, Washington. Situate in the County of Snohomish, State of Washington. END OF SCHEDULE A .c r ,f. i CASCADE SURVEYING •°""`r'"°• & ENGINEERING, INC. a Aye SURVEYORS ENGINEERS 105 E. Division • P.O. Box 326 • Arlington, WA 98223 PLANNERS (360) 435.5551 • fax: (360) 435-4012 •"CM'°'o DRAINAGE CALCULATIONS FOR GRANDVIEW NORTH L.L.C. The proposal is to construct a 3000 sq. ft. office building on an existing city lot. There will be a parking area that will access from the alley. The storm system will consist of an infiltration trench which will be 20 feet long, 8 feet wide, and 2 feet deep. This system will infiltrate the 100 year storm for the entire site, building and parking area. Water quality for the very small parking area will be provided by a gullywasher catch basin insert. A soil log was dug on the site on June 14, 1999 in the proposed parking area. The infiltration rate was estimated to be between one and three minutes per inch, which equates to 20 inches per hour. 10 inches per hour was used for the sizing. Based on the bottom area of the trench (160 sq. ft.) and the perc rate of 10 inches per hour, the infiltration rate can be converted to 0.037 CFS. This is the infiltration rate used in the computer model. The computer model predicts that for the 100 year storm event, a storage volume of 104 cubic feet will be required for the design trench of 20 feet long, 8 feet wide, and 2 feet deep. The storage available in the trench, based on a 30 percent void area, is 98.8 cubic feet. The other 5.2 cubic feet will be in the catch basin which will have approximately 12 cubic feet of storage space available. � o �Q QCPiRM x�, 'd CASCADE SURVEYING •°"""`h°• & ENGINEERING INC. P� •y° SURVEYORS � � ENGINEERS 105 E. Division • P.O. Box 326 • Arlington, WA 98223 ' r °r PLANNERS (360) 435.5551 • fax: (360) 435-4012 cc it I�SE�-T (D--INSTAL� Zo Ln►-,,v, �g fl I � I I � I I � I _ I O So 3T5 Q LEa AL / j I S•o� � 13 I l�3 I I I CASCADE SURVEYING °""'Y'" & ENGINEERING, INC. ate. A SURVEYORS ° a ENGINEERS 105 E, Division • P.O. Box 326 • Arlington, WA 98223 °= PLANNERS (360) 435.5551 ° fax: (360) 435-4012 GENERAL NOTES I , ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF ARLINGTON STANDARDS AND SPECIFICATIONS AND WASHINGTON STATE DEPARTMENT OF TRANSPORTATION 1996 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AND THE 1989 WSDOT HYDRAULICS MANUAL. 2, ALL WORK WITHIN THE SITE AND CITY RIGHT—OF—WAY SHALL BE SUBJECT TO THE INSPECTION OF THE CITY INSPECTOR OR HIS DESIGNATED REPRESENTATIVE. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. UTILITIES SHOWN HEREON ARE FOR THE PURPOSE OF ASSISTING THE CONTRACTOR IN LOCATING SAID FACILITIES. NO WARRANTY IS EXPRESSED OR IMPLIED AS TO THE ACCURACY OR COMPLETION SHOWN. THE CONTRACTOR SHALL CALL DIAL—DIG 48 HOURS PRIOR TO CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AND/OR REPAIRING ASPHALT AND GRAVEL SURFACES DISTURBED AS A RESULT OF THIS CONSTRUCTION UNTIL THEY ARE ACCEPTED BY THE CITY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS FOR UTILITY CONSTRUCTION, 6, TESTING SHALL BE SET FORTH BY THE CITY OF ARLINGTON. 's .: I" VENT HOLE WHEN o" OR 8" PVC PLUG NOT CONNECTED TO SS 6FACTORY TEE 24 c w I I MAX � : 1 I FROM SD— TO SO/SS � zl ADAPTOR OR PIPE JOINT 6" PVC PIPE 1 AC COLLAR o" _ PVC PIPE AS REQUIRED TYPE B CB 32" REVISED STANDARD PLAN ��•. i� NUMBER STANDARD OIL/WATER SEPARATOR SD 8 1 \\\� S N -rIGRA YELL Y NA 77W / BACKr'7LL COMPACTED TO 95X MAX. DENSITY 1 MIN. OVERLAP MIRAF/ 140 FIL TER FABRIC OVER TOP AND SIDES OF TRENCH BOTTOM) NE ON 1-112" WASHED GRA VEL +o PVC PIPE (SDR35 PERFORATED WITH 11" DIA' HOLES, 5 O.C. SPACED AT 120: INSTALL WITH ONE ROPY OF HOLES AT 12 0 CL OCK AS SHOWN. S � TYPICAL INFIL TRA T/ON TRENCH DETAIL NO SCALE REVISED Adlk • i • aaoaa■wuou ■uurouo■iii: — — ••• • — • — • • • —••- .......■..w...........w.....r.......■r.. uuwouuuuuuuuuoruvworuur • • ■uouuuuuuo■u■u■r■wuu■ruuu • • • • :ruuuuouuuuuuuourvv■ruo •• ■u■ouuuuuuuauuo■or■■■uor■■ ■Mrr■rr■raua■ra■rr■■r■■■■rrr■■rrraar .■ ::■a■■uuoowuuuua■■ruruou■■rrr • •• •— — — • • • — • •• .......u■au■uaauro u■ur uo r■■ru■r ■urwuuu M■au■uuraw■ ■ u rrrrurr urw •�.�■u ����.�w■au�r r � '.err 11 flrr I I�SF.!/�'��F•i1 1����.�Il�J X� •• • -• - - - - �rJ A, Jib nS�SrJr r�ril��rs�:i W ii • — • • — • —• • �.lr s,r�Jvv....rJ iab.►..rrov.r.cr rasa MIN •poll • - •• - • • ••• • - • - • . •• - ■� • C.:CCCCCWCCC.IC':7:.770007:'.C7 C:.'C. .................. 77� • — — • — ••— — — • Cyy��Cp?`�7�S�N77� .•"."'CCCL77CCC.CC• • •—• •••• — • — • — • ——• •t?C'-��3F1 2�:_...a 2.�a�S�3�C.C...C: ;l ., -+:art, • • • • `• • —• CASCADE SURVEYING ° Aso SURVEYORS & ENGINEERING, INC. � r R. ENGINEERS 105 E. Division • P.O. Box 326 • Arlington, WA 98223 °r PLANNERS (360) 435.5551 • fax: (360) 435-4012 'wcc+''° GRANDVIEW NORTH LLC June 14, 1999 SOIL LOG 1. 0-7" Fill 7-16" Comp. brown top soil i6-36' Tan ioamy sand 36-96" Tan gravely medium sand Dry No Sign of Water I3163.doc(log i� Cascade Surveying and Engineering, Inc . HYDRA Version 5 .12 Arlington, Washington Page 1 C: \HYDRA\CMD\GRANVIEW.CMD 14 : 00 14-Jun-99 Status of DEFAULTS at start of run. ( * May be reset by SET) Command file : C:\HYDRA\CMD\GRANVIEW.CMD Input units are read as USA * Output sent to display Brief * Output sent to printer Brief * Output sent to file Off Paper width in inches 8 . 000 String to reset printer 27 38 108 54 68 27 40 115 49 48 72 String to set printer to compressed 17 . 16 27 38 107 48 56 72 String to set printer to 8 lines/inch 8 27 38 108 56 68 Name of printer Hewlett-Packard, LaserJet/LaserJet Print heading at top of page True Number of steps in hydrograph 200 Step length in minutes 10 Significant flow in hydrograph 0 . 005 * Maximum plot value Selected by HYDRA Type of hydrographic plot Compact Sanitary flow by Diurnal Curve Delay to start of actual storm 0 . 00 Rational Method computations Off SCS computations Santa Barbara Continuous simulation computations On * Maximum d/D for pipe design/analysis 0 . 900 * Match point position on pipe 0 . 00 or Invert * Number of allowable diam drops 999 * Mimimum drop thru manhole 0 . 000 Routing technique Quick * Calculate sanitary flows False * Calculate infiltration flows True * Calculate storm flows True * Calculate misc flows False +- --- - - ---------- - --- --- - --- --- --------------- - -- ------- ------ - --- --- 1 : JOB INFILTRATION TRENCH CALC. 'S 2 : TOT 3 . 75 (2YR-1 . 80 10YR-2 .75 25YR-3 .20 100YR-3 . 75) 3 : STE 10 4 : FIL T1A10 .INC ------START OF SUB-FILE------ 1: REM TYPE lA 24 HR HYETOGRAPH 10 MINUTE INTERVALS FROM D.O.E . 2 : 3 : 4 : HYE 10, .40, . 40, .40, .40, .40, .40, .40, .40, . 40, . 40, . 50, .50, .50, .50, . 50, . 50, . 60, + 5 : . 60, . 60, . 60, . 60, . 60, . 70, .70, . 70, . 70, . 70, . 70, . 82, . 82 , . 82 , . 82, . 82, . 82, . 95, . 95, + ,n Cascade Surveying and Engineering, Inc. HYDRA Version 5 .12 Arlington, Washington Page 2 ----------- - ------------------------------------------------------------- C: \HYDRA\CMD\GRANVIEW.CMD 14 : 00 14-Jun-99 6 : . 95, .95, . 95, . 95, 1 .33, 1 .33, 1 .33, 1 . 8, 1. 8, 3 .4, 5 . 4, 2 . 7, 1. 8 , 1.34, 1 .34, 1 .34, . 88, . 88, + 7 : . 88, .88, . 88, . 88, . 88, . 88, . 88, . 88, . 88, . 88, .72, .72 , . 72, . 72, . 72, . 72 , . 72 , . 72, . 72, + 8 : . 72, .72, . 72, .57, . 57, .57, .57, .57, . 57, .57, .57, .57, .57, . 57, .57, .50, . 5 , .5, .5, .5, + 9 : . 5, .5, .5, .5, .5, .5, .5, .4, .4, .4, . 4, . 4, .4, . 4, .4, . 4, . 4, . 4, .4, .4, .4, . 4 , .4, .4, .4, .4, + 10 : . 4, .4, .4, .4, .4, . 4, .4, .4, .4, .4, . 4, . 4, . 4, .4, .4, .4, .4, .4, .4, .4, .4, . 4 , . 4, .4, .4 Total in original hyetograph : 16 . 66 Inches Total volume rain in production hyetograph : 3 . 75 Inches Maximum intensity t 22 Inches/Hr 11: - -- --- END OF SUB-FILE --- --- 5 : UNP . 03, 0.5, 0 . 1, 0 . 1, 0 . 05, .5, 0 . 04, 2 . 0, 1.5, 45, 45, 0 . 0, 2, 6, 24 6 : PAV . 018, . 01, . 02, .2, .5, 30, 0 7 : PDA . 013 , 4, 1 .5, 1, 2, . 004 8 : NEW Assigned lateral name: Lateral Starting at Line 8 9: REM THIS IS JOB NO. 13163 10 : HYD 0 . 10, 90, . 005, 1. 00 11: REM THIS IS A LOT THAT IS 37.5 FT. BY 120 FT. COMPLETELY IMPERVIOUS 12 : RES 100 . 00, 0/0, 10/ . 037, 2000/ . 037 NOTE: No flow to inlet . 13 : REM THIS INFILTRATION RATE IS BASED ON A PERC RATE OF 10 . 00 in/hr 14 : REM WHICH IS HALF OF THE DOE RATE FOR COURSE SAND AND A INFILTRATION 15 : REM TRENCH 2 FT. DEEP , 8 . 0 FT. WIDE , AND 20 FT. LONG 16 : REM THIS GIVES AN INFILTRATION 17 : REM RATE OF 0 . 037 CFS (8*20*10 . 00/43200=0 .0370) 18 : END Cascade Surveying and Engineering, Inc. HYDRA Version 5 .12 Arlington, Washington Page 3 ------------ ----------------------------------------------------------------- C: \HYDRA\CMD\GRANVIEW.CMD 14: 00 14-Jun-99 -- - - - - S U M M A R Y O F A N A L Y S I S ----- - Run number on command file 6 Number of links 1 Number of hydrographs 34 Total sanitary population 0 Total sanitary area 0 . 00 Acres Total storm area 0 . 10 Acres Number of pumps 0 Number of reservoirs 1 Number of diversion structures 0 Number of inlets 0 Length of new pine 0 . 00 Feet Length of existing pipe 0 . 00 Feet Length of channel 0 . 00 Feet Length of gutter 0 . 00 Feet Length of transport units 0 . 00 Feet Length of pressure pipe 0 . 00 Feet � r .. I I Cascade Surveying and Engineering, Inc. HYDRA Version 5 .12 Arlington, Washington Page 1 C:\HYDRA\CMD\GRANVIEW.CMD 14 01 14-Jun-99 INFILTRATION TRENCH CALC. 'S *** Lateral Starting at Line 8 Reservoir Invert -- - --- ------ - - Maximum Flow Values --- --------- - ---- Link Up/Dn San Inf Sto Mis Design Cost 1 Unknown Discharge 0 . 00 0 . 00 0 . 04 0 . 00 0 . 04 0 Unknown Stored 0 0 104 0 104 Incoming 0 . 00 0 . 00 0 . 12 0 . 00 0 . 12 ---- - --- --- ------ - --- - - - ------- --- -- ---- --- - - ---- - - - Lateral length= 0 Upstream length= 0 BUZZ ETG PERK= APPLlCAT- ;- CH CIKL= RES & DUPLE1 COMM & LAID A PPL.IC A-110N AP'-PLlrCA=GN SITE PLAY = PL��1 ARCF- DRAWINGS ARCS. DRAWINGS STRUCT DRAWINGS SiRRIICT DRY W-GS ?CAL DES TON =E AL DES _10N E:,47ERGY C.A_LCS =GY CA_LCS STORM DRAINAGE STORM DRAli A Cr-_ S=-LC T_Atig DESIGN MP A CHECXLIS ti IISTY DRA�'GS STRI.UCT CALCS Three ( J ) copies of eacft ar-, Four ( ,I?) �) copies or e we rem_ red. nor avviication for mulication ZONING .,s BAGS: -FRONT USE L0T COy-'—P7�AGE SIDE Project Type: Daze Z- veci t�-,93 -95 DIST T-= DIS'TRIBL"TID " R-- PufiiiC Wares Fr�g r Fire Deus 1oluz Faaens Dare re=med for ca=cdons Date =ubmirted witfi cvn=dOns Date ready to issue: Date issue:-_ Suad\facrosV-hccldsr ,� ,L� � �, CITY OF ARLINGTON Building Department PLANNING AND ZONING REVIEW I. ZONING COMPLIANCE: A. Zone Classification B. Permit Use: Yes No C. If no, extension of non conforming use: D. Minimum lot size required: Shown E. Yard Requirements: Required Shown 1. Front 2. Side 3. Rear F. Height limitations, Maximum G. Landscaping and plan required: Yes No H. Parking: 1. Off street parking required: Yes No 2. Plan provided: Yes No 3. Adequate parking provided: Yes No II. LOT COVERAGE: A. Allowed: More/Less Shown: Approved DETERIVIINATION OF S.E.P.A. CATEGORICAL EXEMPTION Action / Application Title: SFR Brief Description Of Action: EXEMPT Code reference allowing exemption: W.A.C.197-11-800 1(b) Person making determination: Date: CITY OF ARLINGTON WATER & SEWER DEPARTMENT APPLICATION Application is hereby made b1 the undersigned property owner for all water and sewer services required or used for any purpose at: Service Address: 129 N. Olympic Avenue I Lot Number: Plat Name: Lot 18 Block 6 Property Tax Number: 3788-006-018-0009 By in or near Arlington, Washington, for which I agree to pay in advance and in accordance with existing ordinances and regulations of the City, the following estimated charges, the exact charges will be determined and payable immediately upon completion of the installation. Building Permit # 99-3423 allows for 1 ERUs. Water Tap-In Charge $ 2,150.00 Water Service Connection Charge (Metering Charge) 5/8" $ 500.00 Sewer Tap-In Charge $ 2,500.00 Side Sewer Permit(s) $ 125.00 Street Repairs $ 0.00 Fire Hydrant Installation �l $ 0.00 Other DOT 19gn $ 0.00 Total Cil-V OF $ 5,275.00 '�RLll�GI C,1u Special Conditions: None. I further agree that all rates and charges for water and sewer service to the above property shall be paid in accordance with existing ordinances and regulations of the City, or any such ordinances and regulations passed hereafter. I hereby authorize the following tenant, Grandview, Inc. to have all accounts for water kept in his name under Account No. with the understanding that water bills mailed to said tenant shall not relieve the property from liability for water charges incurred. I understand that the City will use all reasonable effort to maintain uninterrupted service, but reserves the right to shut off the water at any time without notice for repairs, extensions, non-payment of rates or any other reason and assumes no liability for any damage as a result of interruption of service from any cause whatsoever. W/S Application Number: 2140 SA-. Owner: _ V t Q/ I Date: Address: City of Arlington Building De j vb4 (l,%/ PUBLIC WORKS DEPARTMENT CHECKLIST PERMIT # q q ' c'� DATE 15 JQ ! 9 ACCOUNT # NAME: (PIA N b V I �`✓�1 ADDRESS: la9 � Ou IM P I C _ (A U LEGAL: .37 V—00(. —n a -a w j; BUILDING USE: —LA) b 1�� # OF BUILDING UNITS: TOTAL ERU DESIGN UNITS: Item is inspected and complete Eidsting Required SIGNATURE: Date WATER METER REQUIRED: ✓ _ '/ � 2. ✓h�K c Copy HEALTH DEPT. APPROVAL: SIDE SEWER PERMIT REQUIRED: _ GARBAGE CONTAINER PAD: ✓ _ �% CROSS-CONNECTION CONTROL: BACKWATER VALVE: rl/lk ® C7—2 — SEWER REQUIRED: Off site ✓ p� �`�''�� /T� S �-� On site Igo-e G$ye16 j *CURBS: Off site On site - SIDE WALK: Off site R On site F� PAVING: Off site c, On site s�°l'g �Sr,9 STORM DRAINAGE: Off site gRIiN�TO On site �_ H PRETREATMENT DISCHARGE PERMIT: YES NO WATER/SEWER FEES PAID: YES NO Build\forms\u-check 4— N E—tD 1j 6 TC ?1-./z V I "Ou a -ck pwix�/) - - - - �� .-err •-�+, j �.� '��. '' t �' � I I I I I I '' I I :« I � F� ��.;" .� :. t � � I � i I I _- I I I I I �I � - . - I I � I - � II �� I I I I •I �� LJ I '., I I_.'� I I I . Ir , , � I I �, • . I I ' � II 7 l I I I I �f I' -- I I r ' .it •� I 1• '� � ,, I � I _ I �l MEMO To: Dave Anderson From: Marc Hayes Subject: Grandview Office Building Date: June 7, 1999 1. A site plan needs to be submitted. 2. A drainage plan needs to be submitted. The drainage design must meet all D.O.E. requirements. 3. Applicant must sign and record a waiver of no protest to the formation of an L.I.D. .� . . �� 1 , � x �, . . . CITY OF ARLINGTON WATER DEPARTMENT MEMORANDUM TO: Grandview, Inc. FROM: Karen Latimer, Water Quality Technician Ir DATE: May 24, 1999 SUBJ: Cross Connection Control Review Building Permit#99-3423 1 have completed my review of the drawings submitted with building permit#99-3423. Listed below are my comments. 1. Fill out and return the Cross Connection Survey and Industrial/Commercial Waste Discharge Permit Application. 2. A Double Check Valve Assembly (DCVA) must be installed after the water meter, before the first point of use. Install per city standard W-13. After the DCVA has been installed it must be tested by a state certified Backflow Assembly Tester at the owner's expense, then be inspected by me. Provide a copy of the test report prior to calling for inspection. 3. A walk through inspection is required at plumbing rough-in and before final occupancy. Please provide minimum 24 notice. 4. Provide a listing of the type of customers that will occupy the building. How many separate businesses will be in the building? 5. 1 have assumed a 5/8"water service for the purpose of calculating a water/sewer fee estimate. Please let me know if you require a larger size water service. Please call me at (360) 403-3505 if you have any questions. ��` _ ' i .. v, .� .. ,, Z 3 � ' 2 coN Z Z 5 3" MIN 3" MIN ' N FLOW Z_ Z FLOW o PLAN 4 ELEVATION LEGEND: 0 STATE APROVED DOUBLE CHECK VALVE ASSEMBLY, INCLUDING TWO RESILIENT SEATED SHUTOFF VALVES AND FOUR RESILIENT SEATED TEST COCKS. 2O ENCLOSE THE DOUBLE CHECK VALVE ASSEMBLY IN TWO METER BOXES STACKED ON TOP OF EACH OTHER. MUST HAVE REMOVABLE STEEL COVER. 3O IN TRAFFIC AREAS USE PRECAST CONCRETE VAULT (UTILITY VAULT CO 233-LA. OR EQUAL). WITH STEEL COVER. O IF A DAYLIGHT DRAIN CANNOT BE PROVIDED THERE MUST BE A 6" MIN LAYER OF FREE DRAINING GRAVEL AT THE BOTTOM OF BOX. O ANGLES MAY BE IN OR OUT OF BOX SO LONG AS SUFFICIENT ROOM IS ALLOWED AT EACH END FOR VALVE OPERATION AND DCVA REPAIR OR MAINT. O PROVIDE FREE DRAINING SOIL NOTES: 1. INSTALL ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 2. INSTALL ONLY IN HORIZONTAL CONFIGURATION, UNLESS APPROVED OTHERWISE BY CITY. 3. INSTALL WITH TEST COCKS FACING UP OR TO ONE SIDE. 4. INSTALL BRASS PLUGS IN ALL TEST COCKS. 5. FOR 3/4" TO 1" ASSEMBLIES, USE A 10" x 13" BOX. 6. FOR 1-1/4" TO 2" ASSEMBLIES, USE A 14" x 20" BOX. 7. ASSEMBLY REQUIRES CERTIFICATION UPON INSTALLATION AND RECERTIFICATION ANNUALLY. PZMED STANDARD PLAN NUMBER DOUBLE CHECK VALVE ASSEMBLY �1 I (DCVA) FOR 2" AND SMALLER SERVICES W 13 _ a' �' _, CERTIFIED BACKFLOW PREVENTION ASS-MBLY TESTERS Roger Summy ADVANCE TESTING& SERVICE IGRASPO Box 1485 1022 Everett WA 98206 evens 82Phone: (425) 337-4175 .334-9692Fax: (425) 337-0208 206) 568-0937 Tom Baggott Toni Scherer AFFORDABLE BACKFLOW TESTING NORTHWEST MECHANICAL 23827 24th Drive SE PO Box 70177 Bothell WA 98021 Seattle WA 98107 Phone: 1-800-822-9607 Phone: (206) 782-7520 (425) 806-0475 Fax: (206) 781-0887 Fax: (425) 487-8629 Tom Wahlman Mike Patten BACKFLOW TESTING& SERVICE ORCA BACKFLOW TESTING SERVICES P.O. Box 42 PO Box 41 Lake Stevens WA 98258 Buckley WA 98321 Phone: (425) 334-3350 Phone: (253) 863-7001 Fax: (360) 829-9371 Pager: 1-800-299-5 828 Rick Butner Brett Angelocci BACKFLOWS ONLY QUALITY WATER CARE PO Box 846 Phone: (360) 387-7000 Kirkland WA 98083-0846 Fax: (360) 387-0700 Phone: 1-800-734-9626 Bruce Davis Dick Unger DAY &NITE PLUMBING WATER SPECIALTIES COMPANY Phone: (360) 653-6464 12853 NE 83rd Street Kirkland WA 98033 Phone: (425) 827-4964 r ��. �.. WATER . .0 SEWER FEE CALCULATI(._ WORKSHEET (Estimate) Building Permit No. 99-3423 W/S Application No. 2140 Date 5-24-99 Service Address 129 N. Olympic Avenue Lot Number Plat Name Lot 18 Block 6 Applicant Name Grandview, Inc. Acct. No. No. SFR Units 0 No. HFR Units 0 No. ERU's 1 WATER AND SEWER FEES (ERU = Equivalent Residential Units) METER SIZE 5/8 inch No. ERUs 1 OUTSIDE CITY LIMIT No WATER TAP-IN CHARGE First ERU $ 2, 150.00 Additional ERUs 0 X $2, 150.00 $ 0.00 WATER CONNECTION CHARGE $ 500.00 SEWER TAP-IN CHARGE $2,500.00 Per ERU $ 2,500.00 SIDE SEWER PERMIT CHARGE First ERU @ $125 .00 $ 125 .00 Additional ERU's X $25.00 $ 0.00 STREET REPAIRS $ 0.00 FIRE HYDRANT INSTALLATION $ 0.00 OTHER $ 0.00 TOTAL CHARGES $ 5, 275 . 00 :. ;�'. i City of Arlington Building Dep" FIRE DEPARTMENT CHECKlao f PERMIT # _ L DATE: NAME:�—� Q V �_�W _JLr� c ADDRESS: ©tx m P i c A u� LEGAL:,3'S "-00(o—Q o�J BUILDING USE: OCCUPANCY CLASSIFICATION: A B E F H 572 12.1131 4 1 1 2 1 3 1 1 2 1 2 1 3 1 4 1 5 1 6 1 7 I M R S U 1.1 1 1.2 2 1 3 1 1 3 1 1 2 3 4 5 1 2 TYPE OF CONSTRUCTION I II III 1V V F.R. F.R. I ONE-HOUR N ONE-HOUR N H.T. ONE-HOUR N Item inspected&completed Signature & Date: Site Plan: Approved Denied Access Requirements: Required: Fire lane: Sprinkler system: Alarm system: Knox Box: Fire extinquishers: Hydrant: # of hydrants required: Location of Hydrant: Location of Knox Box: Location of Fire Extinquishers: Fire Flow requirements: Location of address on building: FIRE DEPT: Date: Signature Build\form\fdchecklist ^■■■ NONE 1 -tea■ ���F.�� _ Mwiw_ _ -WINE mm�■11 w ■ ■ 1 7�ia ■a� r .fr.�1.. - ,Y� ��� �. ON is T1 LI JL r ' r ..� r Z- "Nm 21 r oil I"Yr m , 1 - 14-r11►■ � I LK-b r IITT, I Ir 01 L _ ■ 1� i UW4 ti'1. 'i., t Imo: I — — — — — — ' -IIhWrAJ i Irk 19 141 S • - - — - - a' 11 �� 11 ZF II _ 1 1 df •r I nL �A I I ',"—) City of Arlington Building De�� PUBLIC WORKS DEPARTMENT CH19CKLIST PERMIT # l I —J L� cA 3 DATE TE3 1© " -1 1 ACCOUNT # ii . 11 NAME: s "N b y i E W --:F-7,P V C. ADDRESS: laq Y�) OI..U►A P I C_ LEGAL: 37?2'-Cn t, BUILDING USE: CCU # OF BUILDING UNITS: TOTAL ERU DESIGN UNITS: Item is inspected and complete Eidsting Required SIGNATURE: Date WATER METER REQUIRED: HEALTH DEPT. APPROVAL: SIDE SEWER PERMIT REQUIRED: GARBAGE CONTAINER PAD: CROSS-CONNECTION CONTROL: BACKWATER VALVE: SEWER REQUIRED: Off site On site CURBS: Off site On site SIDE WALK: Off site On site PAVING: Off site On site STORM DRAINAGE: Off site On site PRETREATMENT DISCHARGE PERMIT: YES NO WATER/SEWER FEES PAID: YES NO Build\fortns\u-check I!I I 1 1 11= 1 1■ iTpniiI ■ 1n III 1 1 i It Ta ■ - I I I • 1 1 I Aj� _1 . 1 1 '� 1 1■ I I fill Iq ` I _ ! � �, - - - - - TJ r I r 1 1 7i' I L1 1 J 1 •'� 1 1 V ►= 1 1 r 1 1 r 11 -I 7, VPI1' AN L I ■ 1r1 ■ �111 �1 1 ■■11i. 1 n ■ I — n pr 1 1 ■L -�I Il■ ■ Lpd pq7Tu ml!r 1Dfj-TW TT T oat ., -!1 1 i LLd-eu III II I J L■ 1 I'INV= 11 ' 1 A 1II 11 ' a 1 ' - f 1r 1 1 ■ I I jII 1 1 1 1 ■ ifa I ■ I I IJ If Q I 1 11 11401 J %? IPILEI 1 I 1 LE u l IT 11 1 1 I Ian - i■ '• I 1 ' 1 II rl . I'I I 1 1 - _ I +I i :12r1 - IL h : I 1 . IJ elm C'r I r,l III rI I'I .I ' ft IM 'I 1 ■ ■ r. Ti m -tte ru■ III 1 1-0 1 1 ■ ■ 1 M- r �= • 1994 Washington State•Nonresidential Energy Code Corn fiance Form • • - +wahtnpton State Nonreudonnat Envoy Code Compliance Form. April,1994 1. )jectAddress OL`Crn I4_ ill Dale 2 I lacc Heat-I' pe ❑ Electric resistance All other For Building epartmont Use lazing Area as%gross exterior wall area 40 ,1 % oncrete./MasoOption U Yes No ttes:If glazing area exceeds maximum allowed In Table,then calculate adjusted areas on back(over). If Concrete/Masonry Option is used, trget U-factors.SHGC and Glazing%will be different than shown below. Refer to Table 13-2 for correct values. Building Component Proposed UA Target UA List components by assembly ID 8 page# U-factor x Area(A) =UA(U x A) U-faclor x Area(A) =UA(U x A) U= Plan ID: p ` 13 .,I «t V Z' U= Plan ID: ' 1 O Glazing% Electric Resist. Other.Healing rn U= Plan ID: 0-15% 0.40 ;0.90::;.:; U= Plan ID: >15-20% 0.40. L7 U= Plan ID: >20-25% not allowed 0.60 U= Plan ID: >25-30% not allowed 0.50 U= Plan ID: (see Table 13-2 for Corlc/Masonry values): Us Plan ID: U= Plan ID: Glazing% Electric Resist. Otter Healing rn U= Plan ID: 0-15% 0,80 1.45 ` >15-20% 0.80 1.40 R U. Plan ID: 0 U= Plan ID: >20-25% not allowed 1.30. U= Plan ID: >25-30% not allowed 1.25.. U= Plan ID: (see Table 13-2 for Cone/Masonry values) U= Plan ID: '4 1 060 �j ?j if ' 12 Electric Resist: Other Heating a 8 U= Plan ID: 0.60 0 U= Plan ID: R= Plan ID: �A C �3 1 coo ' R= Plan ID: o 6 3eoe I J Electrk Resist. Other Heating � R= Plan ID: 0.031 0.1731 a R= Plan ID: v o R= Plan ID: Electric Resist. Other Heating R= Plan ID: 0.034 0.040 R= Plan ID: WH�'� ;G519 ?�. +7- ?A 6 R= Plan ID: W Z � 2d 27 Z r I 21 G3 �.Q, _ R- Plan ID: 3 r �� 3 3�. Electric Resist. Other Heating WAILL R= Plan ID: ✓ Ordinary 0.044 0.11 OCTC R= Plan ID: Metal stud 0.10 O.i 1 R= Plan ID: Conc(int) 0.19 0.19 R= Plan ID: Conc(oth) 0.25 0•25 H R= Plan ID: o R= Plan ID: ri E C E I V E D Electric Resist. Other Heating to v R= Plan ID: Ordinary 0.044 0.11 12 R= Plan 10: h 1Q Metal stud 0.10 0.11 �; a R= Plan ID: > c R= Plan ID: Electric Resist. Other Heating n 0 3 R= Plan ID: CI `OF. n° 114GTh� o.o2s o.04� Y R= Plan ID: 1 Z-7 R= Plan ID: 5-4- o R= Plan ID: p��pv� '13 �� 1� ` Electric Resist. Other Healing rn RX Plan ID: F=.0.54 F=0.54 V) R= Plan ID: (see Table 13-2 for radiant floor values) 'For CMU walls.Indicate core Insulation material. Totals 1 a; Totals A Z. For compliance: I L 1)Proposed Total Area shall equal Target Total Area,and 2)Proposed Total UA shall not exceed Target Total UA. ,�. ��' .l I U-VALUE WORKSHEET- Short Form FORM 1A Energy Code-Nonresidential Buildings Note: This form is used for elements without framing, and for framed assemblies-, found in Appendix A3 of the Tacoma Manual, Effective R-values of Framing/Cavity. GZNERAL IWORKATION Project Title rnMi �C- 1t Project Address C- N o Documentation Author/Firm LL Building Element Designation (eg. WALL-1) k 1 Description (include framing type, size, spacing, insulation. eg. 2x4s A 16" c.c. with R-11 battsl S1ZTCH W! -tg% &k,-T,5 Alp, ln?hcf— LAYERS Thickness R Layer (inches) per inch R-value 1. Outside air. film 6, 11 2. _fJ 3. 4 . kI $. Eftective R-value pf framin Cavity (from Appendix A3 TEC Mailuail G w� -—_ 7 . e. 9. rn2ide air film Total R-value o1 1/R - U-value .105 ., C r � � � U-VALUE WORKSHEET- ShQr( Form FORM 1A Energy Code -Nonresidential Buildings Note. This form is used for elements without framing, and for framed assemblies found in Appendix A3 of the Tacoma Manual, Effective R-values of Framing/Cavity. GXNXRJLL XWORI167►TION Project Title M M c- ' U Project Address C:)L 1L„ Documentation Author/Firm l.l_ Building Element Designation (eq. WALL-1) "— Description (include framinq type, size, spacing, insulation, eq. 2x4s E 16" o.c. with R-11 battsl SKETCH P � I A Ian Thickness R Layer (inches) per inch R-value 1. Ou sidpair film 2. _ ( , II 3. ' O!� 4. Ai p/�E- Effectivy R-value of framing/Cavity (from Appendix A3, TEC Manual) 6. yS'1 G(W(U , cam 7. 8. 9. Inside air film Total R-value 1/R - U-value , 465* - � -�i ti :� _ _ r: - _ �_ _ _ _ I I U-VALUE WORKSHEET- S17grt Form FORM IA Energy Code -Nonresidential Buildings Note: This form is used for elements without framing, and for framed assemblies-. found in Appendix A3 of the Tacoma Manual, Effective R-values of Framing/Cavity. GXNZR]1L XWORK&TION Project Title �{y�1�nA(„ C, �)LXC, , Project Address L- Documentation Author/Firm k—E 1W CLL Building Element Designation (eq. WALL-1) A. Description (include framing type, size, spacing, insulation, eg. 2x4s N 16" c.c. with R-11 batty) SKETCH -__._..______ ce cos ice„ G LAYERS Thickness R Layer Ou aid air film (inches) per inch R—value l. a. 3. ) z' c.D x 4 . S. Ef ive R-value of framing/cavity (from Appcndlx AJ TEC Manual) 6. a. ` 7. 8 . 9. Inside air film �4�8 Total R-value ((0.4011 1/R - U—value '040 :w „ I J U-VALUE WORKSHEET- Short Form FORM 1A Energy Code Nonresidentlal Buildings Note: This form is used for elements without framing, and for framed assemblies found in Appendix A3 of the Tacoma Manual, Effective R-values of Framing/Cavity. GbN=RAL XWORMATION Project Title MKN Q (C-- b-Vej Project Address 0L. fg— Documentation Author/Firm _ C�J L4=- N N w LL S Building Element Designation (eg. WALL-1) Description (include framing type, size, spacing, Insulation, eg. 2x4s @ 16" o.c, with R-11 batty) SKETCH LAYERS Thickness R Layer 1• Outoide air film (inches) per inch R-value 2.3. 7 1Zo01= N�, 3 4. S. Effective R-value of framing/cayity__(from Append! TEc Manual) 20 6. 7. 9. Inside air film � !G Total R-value 1/R - U-value .• f c �;. ... �- 1 STRUCTURAL CALCULATIONS FOR THE WAMMACK OFFICE BUILDING AND GLENN C.WELLS,AIA PROJECT NO. 99099 RECEIVED MAR 16 1999 CITY OF ARLINGTON qq -3LI �3 �I I �' I :� ,� - �- - - - - I MC SQUARED, ft, Job:. �src."w r0j OLYMPIA, WASHINGTON 98506 (360)754-9339 Date: !d-o 991 By: N(, SZ2AM� FAX(360)352-2044 Sheet: Page � of 'y�4 GlT RV4J V i-A (—At C vt-ATf ON S *F Ole- Al 99099 ; r lv c_ .. _�... PAS EXPIRES 07/1 1 I T 9 J I I I I I - -�. �< I MC SQUARED, IN( Job: ���,��b� ca��, �'�,,��,IJc, . 99099 OLYMPIA, WASHINGTON 98506 (360) 764-9339 Date:FAX(360)352-2044 Sheet: Page Z o[ yG ���_Si�J �I,�j1 � j `�v..E�ti;..�.. C� ! LSv►�-v��s�. I _i � I .. -- �-- �_._.' 47 111 I , 3 0-.-) i_ tit �. 1 A» _ • .fir—....__.w.._..�.—� _._ --�•---»---..... :.�_..__�_._. _.._.._ _..._..._�__1 __ I I I I I ... , �; I I - - - - ��, IVIC SQUARED, IN( Job: A)AAIMICA' -,j3e b 6- 990 '9"9 OLYMPIA, WASHINGTON 98506 (360)754-9339 Date- By: FAX(360)352-2044 Sheet: Page of It- IN11 JLA 6R-ct t4j.1 di. ...... 4- 1 I 'lF 41 , f-7 `. -� 'V� �� i I I MC SQUARED, IN( Job:����iuN1AG� oFr�c l3GOG 99094 OLYMPIA, WASHINGTON 98506 (360)764-9339 Date: 3 3-99 $y: /V- SZ/INME.0 FAX(360)352-2044 / Sheet: Page el of y(Q - - ---D.. -- L.7. . ........ o, ; f J._ �. _.,�"�IW.l4-!�+►� i�s� ti $lt IL 'Z 20, ��.o2ytr L'O ` � .• 1 MC SQUARED, IN'--" 99o9 9 OLYMPIA, WASHINGTON 98506 (360)754-9339 Date.. 3-3`q9 By:_&.5Z/L91V64 FAX(360)352-2044 Sheet: Page --` of y�0 _ Lv` y 1 10 ��' _ ' Ib +J I .� 'bv C!(► - -I I`b .(? g_,-- s _ i 7 I _ k_- o. 1 ( I I I I I I MC SQUARED, IN'' Job: A)AZY-N-264 0412� p5P07 OLYMPIA, WASHINGTON 98506 (360)754-9339 Dater 3-99 _ By: ,y 5zz9iy F,C FAX(360)352-2044 > Sheet: Page CD of � LO i ¢ _ 90 ' i — I L -1 _ - - -- - - _ 1 Tj C, 71DJ'� \ I.......... '`� ry �� I i I I MC SQUARED, IN' �, Job: k)1? A11yCX 66,12C OLYMPIA, WASHINGTON 98506 (360)764-9339 Date: 3 3' 99 By: �15�P.AMF r FAX(360)352-2044 Sheet: Page 7 of 1 } e, — •-- -- --_ . - -- - — - -- —1 I I I ( I I . `. I I MC SQUARED, IN- Job: kMAYAC,K 06r A9O9y OLYMPIA, WASHINGTON 98506 (360) 754-9339 Date. 3-J- 9 9 By: 11-5-4 ° J6 FAX(360) 352-2044 � Sheet: Page R of y� _L !. 441 --rl W - � �o , 1 t I i I I I I I I �, . ti y I I I MC SQUARED, IN! Job: i n '6- 99099 OLYMPIA, WASHINGTON 98506 (360) 754-9339 Date:-3--3 -99 _By:�Y. FAX(360)352-2044 q. Sheet:_ Page___Lof y� 4 I I I I I I � � � � '�• •s I li. I I I I I I MC SQUARED, INr Job: /47 99 OLYMPIA, WASHINGTON 98506 (360) 754-9339 Date: 3 3'99 By:_—�SZMF� FAX(360)352-2044 � Sheet: Page of ---4 - - - I -- 4--}---I— t _ �� ''� �; � �'� I ' � I I � I II I �I MC SQUARED, IN, Job: WIMP" or. El 8V--0 99��99 OLYMPIA, WASHINGTON 98506 (360) 764-9339 Date: __ _- _ By: FAX(360)352-2044 / Sheer: Page�_oE yW rpO.- 1 G(J,aw l✓ LtJfla0 . fir' ' 17,0 3 Ic7 = l�o tF 2' 3(-a _iA crun 5 7-5 Zo ; 4- vs� to 13.1 C 14) � _ 32,'10 lFr Lj G3J . 1 i Z1 1 , Ixr iZ7 4-v� CI=� 231 X d yc IZ, -Loll I S' •S .. .L_' I Z31 \e Ti 3�� I GS Its 3z''n(. S,S $�r►+ slogs . I I I I I I A � ,1 � �' Il �� s 1 MC SQUARED, IN Job: y)�MMAC/�' o��i �3�oG 9l05�9 OLYMPIA, WASHINGTON 98506 (360) 754-9339 Date: 3-3-5�9 By H 54XAN6,6 l FAX(360)352-2044 1 Sheet: Page_L_o[ y� w►w ST�OS V-L 12.5 —pp - (Z`'I2 15 x 4- _ lv0'-0 ( m..n rs ���2 ZS 4 41 ��sT✓p ly�W � , !�2 Cl•3) (h.lr �t.D) •a 13:'!. pSF � 12.52' v�[ �I'S = 3e.3 � lG"0L I i i L-Dr- r , ' 4S psi _ .. l z -'s Z.oa : ? �• _ o I�'{o o ; • r , , I I I I I I .. � i i, i MC SQUIRED, IN Job: wSNMA 99099 OLYMPIA, WASHINGTON 98506 (360)764-9339 Date: 3 3-99 FAX(360) 352-2044 } Sheet: Page 13 of ( ,) = L �,levO T 6,3 Q__- i 0'I? E , Of ' 7-0 VOL) t._ Zo 0o U T . l.. S ✓ 2.S .. �I I I MC SQUARED, IN Job: hAMMACK oF�/� ` i3�plr 9r�99 OLYMPIA, WASHINGTON 98506 (360)754-9339 Date: 3"3 �9 By: FAX(360) 352-2044 Sheet: Page_ of ARP FT O 12ooG; Dt. (20(z� 15 ISp Lu&., OoF s.,o.J !� C 1s� 90 CLO 15v i �(Zr- %zo `1240 `A ZS017 t'J/Z1GK- t7 QjR1cyL l =� �. �I I MC SQUARED, It' Job:__1a/,�L!1 7 'F 99d99 OLYMPIA, WASHINGTON 98506 (360)764-9339 Date:_ __3 3" 9g By:-A SZ oM111F,,C FAX(360)352-2044 Sheet: Page /-5 of o L F -- — '2. -- - jj_ ; I 7-7-11 ,.. J . i � -�--- -- - --; -- t---=•— ?---�- - mil__.... __ ' �� ,� I j MC SQUARED, IN Job: AAA#Yo ,C O"W -.840d- 99099 OLYMPIA, WASHINGTON 98506 (360)764-9339 Date: "3 By: FAX(360) 352-2044 Sheet: _ Page of .10 L,o l.-o ON- T2A K W F VAL . i 1��.+Tirws I �Iz ��stozs lofo00 `7AL tT t3l01,* ��CAncI IcZ 32— ,� Y C C. G,� coo zo �/� 1 i19 k-- ,3�- = •b 9 5. S 0 o 6�6 x -z V� 4' 1.bzs . � '��. ,y 1 I I .. �. I MC SQUARED, IN( Job:_1Ur f ��= act/cob 99os9 OLYMPIA, WASHINGTON 98506 (360)754-9339 Date:. 3 3'99 - -- --- By: /y• >`2/�MEC FAX(360)352-2044 Sheet: Page Z 7_of y C 5f i . � .: 1, I MC SQUARED, IN ' Job: �eJp/'�/'�A'—QED.. ._-r� r�Gn� gwgy ? OLYMPIA, WASHINGTON 98506 (360)754-9339 Date: 3 :3 -" By: FAX(360) 352-2044 Sheet: Page /9 of y� rz I - - , (8�u��): LV1Lip V ��FT; a D.(7? 12b� ,S�ly•/t,Lt,p ' 5 i Z7 .S NLT IV G7 S t I 1 I y9o99 MC-2 Engineering RISA-2D (R) Version 4 . 0� Job /9/y� 1235 E. 4th Avenue, Suite 101 Page : 13 Olympia, WA 98506 Date : 2/26/99 File : ARLCANPY ARLINGTON CANOPY Units . . . . . . . . . . . . . . . . . . . . . . . . . . . . . US Standard Steel Code . . . . . . . . . . . . . . . . . . . . . . . . AISC 9th Edition ASD Allowable Stress Increase Factor. . 1 . 333 Include Shear Deformation. . . . . . . . . Yes No. of Sections for Member Calcs . . 5 Do Redesign. . . . . . . . . . . . . . . . . . . . . . . Yes P-Delta Analysis Tolerance . . . . . . . . 0 . 50% Joint Coordinates Joint X Y Joint No Coordinate Coordinate Temperature ------------------ft------------ft------------OF---------------------------- 1 0 . 000 0 . 000 0 . 00 2 3 . 000 0 . 000 0 . 00 3 6 . 000 0 . 000 0 . 00 4 0 . 000 0 . 500 0 . 00 5 0 . 000 5 . 500 0 . 00 6 0 . 000 6 . 000 0 . 00 7 3 . 000 3 . 500 0 . 00 8 6 . 000 1 . 000 0 . 00 Boundary Conditions Joint +----- Translation -----+ No X Y Rotation - - - - - - - - - - - -K in- - - - - - - -K/in------K-ft/rad---------------------------------- 4 Reaction Reaction 5 Reaction Reaction Materials (General) Material Young' s Shear Poisson' s Thermal Weight Yield Label Modulus Modulus Ratio Coef. Density Stress -------------Ksi----------Ksi----------------10^5°F----K/ft3-------Ksi------ STL 29000 . 00 11154 . 00 0 . 3000 0 . 65000 0 . 490 38 . 00 Sections >-------------------------------- -------------------------------- Section Database Material As As I I T Label Shape Label Area 0, 2 1, 3 1, 3 0, 2 C - - - - - - - - - --- - - - - - - - - - - - - - - - - - -in"2----------------in"4----------in^4--- - - - - - BIG TU2X1X. 065 STL 3 . 73e-1 1 .2 1 . 2 6 .4e-2 1 . 93e-1 LITTLE TU. 87X. 87X. 065STL 2 . 11e-1 1 . 2 1 . 2 2 . 32e-2 2 . 32e-2 Members Memb Joints Rotate Section Releases Offsets Inactive? No. I J 900 Set I :AVM J:AVM I-End J-End Label � Length - -------- ------- - -- ---- --- --------- --- ----- -in-------in---------------ft---- 1 1 2 LITTLE 3 . 00 2 2 3 LITTLE 3 . 00 3 6 7 LITTLE 3 . 91 � � I I I 1 -� 99099 RISA-2D (R) Version 4 . 0.L 20/ MC-2 Engineering Job �0 1235 E. 4th Avenue, Suite 101 Page : 14 Olympia, WA 98506 Date : 2/26/99 File : ARLCANPY ARLINGTON CANOPY Members ----------------- Memb Joints Rotate Section Releases Offsets Inactive? No. I J 900 Set I :AVM J:AVM I-End J-End Label y Length --------------------------------------------in-------in---- -----------ft---- 4 7 8 LITTLE 3 . 91 5 1 7 LITTLE 4 . 61 6 2 7 LITTLE 3 . 50 7 2 8 LITTLE 3 . 16 8 3 8 LITTLE 1 . 00 9 1 4 LITTLE 0 . 50 10 4 5 LITTLE 5 . 00 11 5 6 LITTLE 0 . 50 AISC,NDS Parameters Section Length Lb-out Lb-in Lcomp K K Cm Cb,B Sway Member Set le-out le-in le-bend out in CH o i ---------------ft------ft------ft------ft----------------------------------- 1 LITTLE 3 . 00 6 . 00 6 . 00 6 . 00 2 LITTLE 3 . 00 6 . 00 6 . 00 6 . 00 3 LITTLE 3 . 91 4 LITTLE 3 . 91 5 LITTLE 4 . 61 6 LITTLE 3 . 50 7 LITTLE 3 . 16 8 LITTLE 1 . 00 9 LITTLE 0 . 50 10 LITTLE 5 . 00 11 LITTLE 0 . 50 Basic Load Case Data BLC Basic Load Case Load Type Totals No. Description Nodal Point Dist . - - -- -- - - -- - - -- - - - - - - -- - - - - - - -- - - - - - - - - - - - --- -------- ------------------------ 1 DEAD AND SNOW 3 2 DEAD AND WIND UPLIFT 3 Joint Loads/Enforced Displacements, BLC 1 Joint Is this a Load or Direction Number a Displacement? (X,Y,Mz) Magnitude ------------------------------------------------------K, K-ft, in, rad--------- 6 L Y -0 . 113 7 L Y -0 . 225 8 L Y -0 . 113 Joint Loads/Enforced Displacements, BLC 2 Joint Is this a Load or Direction Number a Displacement? (X,Y, Mz) Magnitude - - - - - - - - - - - - - - - - - - ------------ ------------------- -----K, K-ft , in, rad--------- 6 L Y 0 . 088 7 L Y 0 . 177 I I I ,� 1 .,,, 99099 MC"2 Engineering RISA-2D (R) Version 4 - 0- 21/y 6 Job 1235 E. 4th Avenue, Suite 101 Page : 15 Olympia, WA 98506 Date : 2/26/99 ARLINGTON CANOPY File : ARLCANPY Joint Loads/Enforced Displacements, BLC 2 Joint Is this a Load or Direction Number a Displacement? (X, Y,Mz) Magnitude ---- -------------- ------------------------ ----------K, K-ft, in, rad--------- 8 L Y 0 . 088 Load Patterns Pattern Magnitudes Locations Label Dir Start End Start End --------- ----------K/ft, F----------K/ft, F- - - - - - - -ft or %-------ft or %--- UNIFORM Y -1 . 000 -1 . 000 0 . 000 0 . 000 Load Combinations RWPE No. Description BLC Fac BLC Fac BLC Fac BLC Fac BLC Fac SSdv - - - - - - - - - - - - -- - ---- - -- ----- - - - - -- - -- - - - - -- - - - - - - - - - - - - -- 1 DEAD AND SNOW Y -1 1 1 2 DEAD AND WIND UP 2 1 y Dynamics Input : Number of Modes . . . . . . . . . . . . 3 Load Combination Number. . . . 1 Acceleration of Gravity. . . . 32 .20 ft/sec"2 Convergence Tolerance. . . . . . 0 . 001 Converge Work Vectors . . . . . . No Joint Displacements, LC 1 : DEAD AND SNOW Joint +------- Translation - - - - - - -+ Rotation No X Y 6z -------------in-------------in------------rad------------------------------- 1 -0 . 066 0 . 000 -0 . 00949 2 -0 . 066 -0 . 086 -0 . 00167 3 -0 . 066 -0 . 169 -0 . 00227 4 0 . 000 0 . 000 -0 . 00960 5 0 . 000 0 . 000 -0 . 01447 6 0 . 098 0 . 000 -0 . 01533 7 0 . 030 -0 . 085 0 . 00008 8 -0 . 039 -0 . 169 -0 . 00252 Story Drift, LC 1 : DEAD AND SNOW Story +--- X Direction ---+ No. Joint Drift % of Ht ---------------in----------------------------------------------------------- No Stories Defined. . . �� a: 1 9909 9 RISA-2D (R) Version 4 . ZzIY6 MC^2 Engineering Job 1235 E . 4th Avenue, Suite 101 Page : 16 Olympia, WA 98506 Date : 2/26/99 File : ARLCANPY ARLINGTON CANOPY Reactions, LC 1 : DEAD AND SNOW Joint + - - - - - - - Forces ----------+ Moment No X Y Mz -------------K--------------K------ -------K-ft----------------------- ---- - -- 4 0 .28 0 . 17 0 . 00 5 -0 .28 0 . 30 0 . 00 Totals : 0 . 00 0 .47 Center of Gravity Coords (X,Y, Z) (ft) 2 . 974 , 3 .423 , 0 . 000 Member Section Forces, LC 1 : DEAD AND SNOW Member Joints Section I - J y Axial Shear Moment ----------------------------K--------------K------- ------K-ft--------------- 1 1- 2 1 0 . 09 -0 . 02 -0 . 04 2 0 . 09 -0 . 02 -0 . 03 3 0 . 09 -0 . 02 -0 . 01 4 0 . 09 -0 . 02 0 . 00 5 0 . 09 -0 . 02 0 . 02 - -- -- - -- -- -- - - - - -- - - - - - - - - - - - - - -- -- -- --- - --------- ------ - -- - - - - - - - - - -- - - - - - -- - - - - - - 2 2- 3 1 0 . 01 0 . 00 0 . 00 2 0 . 01 0 . 00 0 . 00 3 0 . 01 0 . 00 0 . 00 4 0 . 01 0 . 00 0 .100 5 0 . 01 0 . 00 0 . 00 -- - - - - - - - -- - -- - - -- - - - - - - - - - - - - - - - -- ------- --- - - - - - - - - - - - - - - - - -- - - - - -- 3 6- 7 1 -0 . 32 -0 . 02 -0 . 06 2 -0 . 32 -0 . 02 -0 . 04 3 -0 . 32 -0 . 02 -0 . 02 4 -0 . 32 -0 . 02 0 . 00 5 -0 . 31 -0 . 02 0 . 02 - - - - - - - -- - - - - - - - - - - - - -- - - - - - - - -- - -- - - - - - - - - - - - - - - - - - - - - -- - - -- - - - - - - - - 4 7- 8 1 -0 . 13 0 . 01 0 . 01 2 -0 . 13 0 . 00 0 . 01 3 -0 . 13 0 . 00 0 . 00 4 -0 . 13 0 . 00 0 . 00 5 -0 . 13 0 . 00 0 . 00 - - - - - - - - - - - - - - - - - - -- ---- - ---- ----- - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - 5 1- 7 1 0 . 25 -0 . 01 -0 . 02 2 0 . 25 -0 . 01 -0 . 02 3 0 . 25 -0 . 01 -0 . 01 4 0 . 25 -0 . 01 0 . 00 5 0 . 25 -0 . 01 0 . 01 - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------- - - --- -- 6 2- 7 1 -0 . 06 0 . 01 0 . 01 2 -0 . 06 0 . 01 0 . 00 3 -0 . 06 0 . 01 0 . 00 4 -0 . 06 0 . 01 -0 . 01 5 -0 . 06 0 . 01 -0 . 01 - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7 2- 8 1 0 . 09 0 . 00 0 . 00 �ti I 9909 9 RISA-2D (R) Version 4 . 431 y(o MC^2 Engineering Job 1235 E. 4th Avenue, Suite 101 Page : 17 Olympia, WA 98506 Date : 2/26/99 File : ARLCANPY ARLINGTON CANOPY Member Section Forces, LC 1 : DEAD AND SNOW Member Joints Section I - J y Axial Shear Moment ----------------------------K------- -------K------- ------K-ft--------------- 2 0 : 09 0 . 00 0 . 00 3 0 . 09 0 . 00 0 . 00 4 0 . 09 0 . 00 0 . 00 5 0 . 09 0 . 00 0 . 00 - - - - - - - - - -- - - ----- - -- - 8 3- 8 1 0 . 00 -0 . 01 0 . 00 2 0 . 00 -0 . 01 0 . 00 3 0 . 00 -0 . 01 0 . 00 4 0 . 00 -0 . 01 0 . 00 5 0 . 00 -0 . 01 0 . 00 ----------- ---- - 9 1- 4 1 -0 . 17 0 . 26 0 . 06 2 -0 . 17 0 .26 0 . 03 3 -0 . 17 0 .26 0 . 00 4 -0 . 17 0 . 26 -0 . 03 5 -0 . 17 0 . 26 -0 . 06 - -- - - - - - - - - - - - - - - - - - - 10 4- 5 1 0 . 00 -0 . 03 -0 . 06 2 0 . 00 -0 . 03 -0 -03 3 0 . 00 -0 . 03 0 . 00 4 0 . 00 -0 . 03 0 . 04 5 0 . 00 -0 . 03 0 . 07 - - - - - - ---- - - - - - - - - - - --- --- -- - - - - - - - -- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - -- - -- - - - 11 5- 6 1 0 . 30 0 . 26 0 . 07 2 0 . 30 0 . 26 0 . 04 3 0 . 30 0 . 26 0 . 01 4 0 . 30 0 . 26 -0 . 02 5 0 . 30 0 . 26 -0 . 06 - -- - -- - - - - - - - - - - -- - - - - - - - - - - - -- -- - - -- -- - - - - - - - - - - - - - - - - - - - - --- - - - - - - _________________< Member Stresses, LC 1 : DEAD AND SNOW Member Joints Section Bending Bending I - J y Axial Shear Top Bottom - - - - - - - - - - - - - --------------Ksi-----------Ksi-----------Ksi----------Ksi----- 1 1 2 1 0 .42 -0 . 20 9 . 38 -9 . 38 2 0 . 42 -0 . 20 6 . 14 -6 . 14 3 0 .42 -0 .21 2 . 82 -2 . 82 4 0 . 42 -0 . 22 -0 . 60 0 . 60 5 0 . 42 -0 . 22 -4 . 11 4 . 11 - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - -- - - - 2 2 3 1 0 . 03 0 . 03 -1 . 08 1 . 08 2 0 . 03 0 . 03 -0 . 57 0 . 57 3 0 . 03 0 . 02 -0 . 15 0 . 15 4 0 . 03 0 . 02 0 . 18 -0 . 18 5 0 . 03 0 . 01 0 . 42 -0 . 42 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J 99099 RISA-2D (R) Version 4 . 0- MC^2 Engineering Job 1235 E. 4th Avenue, Suite 101 Page : 18 Olympia, WA 98506 Date : 2/26/99 File : ARLCANPY ARLINGTON CANOPY Member Stresses, LC 1 : DEAD AND SNOW Member Joints Section Bending Bending I - J y Axial Shear Top Bottom -------------- - ------------Ksi-----------Ksi-----------Ksi-- --------Ksi----- 3 6 7 1 -1 . 50 -0 . 19 12 . 62 -12 . 62 2 -1 . 50 -0 . 20 8 . 49 -8 .49 3 -1 . 50 -0 .21 4 . 25 -4 . 25 4 -1 . 50 -0'. 21 -0 . 11 0 . 11 5 -1 . 50 -0 .22 -4 . 59 4 . 59 --- - - ------- -- 4 7 8 1 -0 . 61 0 . 05 -2 . 64 2 . 64 2 -0 . 60 0 . 05 -1 . 57 1 . 57 3 -0 . 60 0 . 04 -0 . 62 0 . 62 4 -0 . 60 0 . 04 0 . 21 -0 . 21 5 -0 . 60 0 . 03 0 . 92 -0 . 92 -- - - - - - --- -- - -- - -- - - - - - --- - -- - - - - - - - - - - - - - - - - - - -- -- - - - - -- - - - - - - - - - - - - - - - - - ----- -- 5 1 7 1 1 . 19 -0 . 06 5 . 29 -5 . 29 2 1 . 19 -0 . 06 3 . 86 -3 . 86 3 1 . 18 -0 . 07 2 . 29 -2 . 29 4 1 . 18 -0 . 07 0 . 58 -0 . 58 5 1 . 18 -0 . 08 -1 . 28 1 .28 -- - - - - - - -- - - - - - - - -- - - - - - - 6 2 7 1 -0 . 27 0 . 07 -2 . 17 - 2 . 17 2 -0 . 27 0 . 07 -0 . 82 0 . 82 3 -0 . 27 0 . 07 0 . 53 -0 . 53 4 -0 .28 0 . 07 1 . 88 -1 . 88 5 -0 . 28 0 . 07 3 . 22 -3 .22 - - - - - - - - - - - - - - ---- - --- -- -- -- - - - - - - - - - - - -- - - - - ------- - - -- - --- - - - - - -- - - - 7 2 8 1 0 . 45 0 . 02 -0 . 86 0 . 86 2 0 . 45 0 . 02 -0 . 49 0 . 49 3 0 . 45 0 . 01 -0 . 22 0 . 22 4 0 . 45 0 . 01 -0 . 04 0 . 04 5 0 . 44 0 . 00 0 . 04 -0 . 04 - - - - - - -- - - - - - - - - - -- - - -- - - - - - - - - - - - - - - - - - -- - - - -- -- - - - - - - - - - - - - - - - - - - 8 3 8 1 0 . 01 -0 . 06 0 . 42 -0 .42 2 0 . 00 -0 . 06 0 . 08 -0 . 08 3 0 . 00 -0 . 06 -0 . 27 0 . 27 4 0 . 00 -0 . 06 -0 . 61 0 . 61 5 0 . 00 -0 . 06 -0 . 96 0 . 96 - - - - - - - - - - - - - - -- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - -- - - - 9 1 4 1 -0 . 80 2 . 69 -14 . 67 14 . 67 2 -0 . 80 2 . 69 -7 .45 7 . 45 3 -0 . 80 2 . 69 -0 . 23 0 . 23 4 -0 . 80 2 . 69 6 . 99 -6 . 99 5 -0 . 80 2 . 69 14 .21 -14 . 21 - - - - - - - - - - - - - - - - - - - - - - - - ----- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - -- - - - - - 10 4 5 1 0 . 01 -0 . 28 14 . 21 -14 .21 2 0 . 00 -0 . 28 6 . 59 -6 . 59 3 0 . 00 -0 . 28 -1 . 03 1 . 03 4 0 . 00 -0 . 28 -8 . 65 8 . 65 - •:• . I I 1 �� 1 10011`l RISA-2D (R) Version 4 . 0_ 2!5& MC-2 Engineering Job 1235 E. 4th Avenue, Suite 101 Page : 19 Olympia, WA 98506 Date : 2/26/99 File : ARLCANPY ARLINGTON CANOPY Member Stresses, LC 1 : DEAD AND SNOW Member Joints Section Bending Bending I - J y Axial Shear Top Bottom ----- --------------- -------Ksi-----------Ksi-----------Ksi----------Ksi----- 5 -0 . 01 -0 . 28 -16 . 27 16 . 27 11 5 6 1 1 . 43 2 . 69 -16 . 27 16 . 27` 2 1 .43 2 . 69 -9 . 05 9 . 05 3 1 . 43 2 . 69 -1 . 83 1 . 83 4 1 .43 2 . 69 5 . 40 -5 .40 5 1 . 43 2 . 69 12 . 62 -12 . 62 --__-----__--_-__=< Member Deflections, LC 1 : DEAD AND SNOW Member Joints Section I - J y x y L/n - - - - - - - - - - - - - - -- - - - - - -- - -- - -in----------in----------------------------------- 1 1 2 1 -0 . 066 0 . 000 NC 2 -0 . 066 -0 . 059 963 . 1 3 -0 . 066 -0 . 078 1012 . 0 4 -0 . 066 -0 . 080 2272 . 9 5 -0 . 066 -0 . 086 NC 2 2 3 1 -0 . 066 -0 . 086 NC 2 -0 . 066 -0 . 104 2004 . 9 3 -0 . 066 -0 . 125 909 . 0 4 -0 . 066 -0 . 148 578 . 3 5 -0 . 066 -0 . 169 429 . 7 - - - - -- - - - - -- - - - - - - - - - - - - - - - - - --- -- - - - - - - --- -- - -- -- - -- -- - - - - - - - -- - - -- - - - - - - - - - - - 3 6 7 1 0 . 075 0 . 062 NC 2 0 . 076 -0 . 056 512 .4 3 0 . 076 -0 . 083 514 . 2 4 0 . 077 -0 . 064 1043 . 1 5 0 . 078 -0 : 046 NC - - - -- - - - - - - - - - - - - - - - - - - - - - -- - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4 7 8 1 0 . 078 -0 . 046 NC 2 0 . 078 -0 . 058 4094 . 5 3 0 . 078 -0 . 086 1170 . 9 4 0 . 078 -0 . 122 621 . 0 5 0 . 079 -0 . 155 430 . 8 - - - - - - - - - - - - -- - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - -- 5 1 7 1 -0 . 043 0 . 050 NC 2 -0 . 043 -0 . 045 880 . 9 3 -0 . 044 -0 . 082 818 . 6 4 -0 . 044 -0 . 084 1454 .4 5 -0 . 045 -0 . 078 NC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 6 2 7 1 -0 . 086 0 . 066 436 . 6 2 -0 . 085 0 . 041 590 . 6 3 -0 . 085 0 . 009 1079 . 3 I 990 9 9 2bl f6l RISA-2D (R) Version 4 . 0i MC^2 Engineering Job 1235 E. 4th Avenue, Suite 101 Page : 20 Olympia, WA 98506 Date : 2/26/99 File : ARLCANPY ARLINGTON CANOPY Member Deflections, LC 1 : DEAD AND SNOW Member Joints Section x y L/n - - - - - - - - - - - ._. . - - - - - in----------in----------------------------------- 4 -0 . 085 -0 . 019 3715 . 1 5 -0 . 085 -0 . 030 NC 7 2 8 1 -0 . 090 -0 . 060 NC 2 -0 . 090 -0 . 079 2054 . 7 3 -0 . 090 -0 . 101 937 . 1 4 -0 . 090 -0 . 124 591 . 7 5 -0 . 090 -0 . 148 430 . 6 8 3 8 1 -0 . 169 0 . 066 NC 2 -0 . 169 0 . 059 NC 3 -0 . 169 0 . 053 NC 4 -0 . 169 0 . 046 NC 5 -0 . 169 0 . 039 NC - - - - - - - -- - - - - - - -- 9 1 4 1 0 . 000 0 . 066 NC 2 0 . 000 0 . 050 8543 . 2 3 0 . 000 0 . 033 NC 4 0 . 000 0 . 016 NC 5 0 . 000 0 . 000 NC - - - -- - - - - -- - - - - - - - - - - - - -- - 10 4 5 1 0 . 000 0 . 000 NC 2 0 . 000 -0 . 040 1493 . 6 3 0 . 000 0 . 037 1643 . 2 4 0 . 000 0 . 095 632 . 0 5 0 . 000 0 . 000 NC - - - - - - - - - - - - - - - - - - - -- - - - - - - -- - - - - - -- - - - - -- - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - -- - - - - - 11 5 6 1 0 . 000 0 . 000 NC 2 0 . 000 -0 . 023 257 . 6 3 0 . 000 -0 . 048 124 . 5 4 0 . 000 -0 . 073 81 . 7 5 0 . 000 -0 . 098 61 . 4 - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - -- - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - ____________< Member AISC Unity Checks, LC 1 : DEAD AND SNOW Member Joints Unity Shear ASD I - J Chk Loc Chk Loc Fa Fb Cb Cm Eqn. - -- - - - -- - - - - - - - - - - - - - - - - ---------------Ksi------Ksi- - - - - - - - - - - - - - - -- - - - -- - - - 1 1 2 0 . 535 1 0 . 015 5 3 . 17 22 . 80 1 . 00 0 . 85 H1-1 2 2 3 0 . 050 1 0 . 002 1 3 . 17 22 . 80 1 . 00 0 . 85 H1-1 3 6 7 0 . 619 1 0 . 014 5 7 .48 22 . 80 1 . 00 0 . 85 H2-1 4 7 8 0 . 142 1 0 . 004 1 7 .48 22 . 80 1 . 00 0 . 85 H2-1 5 1 7 0 . 475 1 0 . 005 5 5 . 37 22 . 80 1 . 00 0 . 85 H1-1 6 2 7 0 . 141 5 0 . 005 1 9 . 32 25 . 08 1 . 00 0 . 33 H2-1 7 2 8 0 . 073 1 0 . 002 1 11 . 23 22 . 80 1 . 00 0 . 85 H1-1 8 3 8 0 . 038 5 0 . 004 1 20 . 49 25 . 08 1 . 00 0 . 42 H1-2 q9o99 RISA-2D (R) Version 4 . �71 y� MC^2 Engineering Job 1235 E . 4th Avenue, Suite 101 Page : 21 Olympia, WA 98506 Date : 2/26/99 File : ARLCANPY ARLINGTON CANOPY Member AISC Unity Checks, LC 1 : DEAD AND SNOW Member Joints Unity Shear ASD I - J Chk Loc Chk Loc Fa Fb Cb Cm Eqn. ---------------------------------------Ksi------Ksi------------------------- 9 1 4 0 . 620 1 0 . 177 1 21 . 83 25 .'08 1 . 00 0 . 21 H2-1 10 4 5 0 . 714 5 0 . 019 1 4 . 57 22 . 80 1 . 00 0 .25 H2-1 11 5 6 0 . 712 1 0 . 177 1 21 . 83 25 . 08 1 . 00 0 . 29 H1-2 Member NDS Unity Checks, LC 1 : DEAD AND SNOW Unity Shear Memb Chk Loc Chk Loc Fc ' Ft ' Fb' Fv' RB CL CP Eqn --------------------------Ksi----Ksi----Ksi----Ksi-- - - - - - - - - - - - - -- - - - - - -- - - - - - - _________________< Redesign Shapes, LC 1 : DEAD AND SNOW Section Suggested Alternate Shapes Set Member 1st Choice 2nd Choice 3rd Choice 4th Choice - - - - - - - - - -- - - - - -- --- -- -- - -- - - - -- -- - - - - .- -- - - - - - - - -- - -- - - - - -- - - - -- - - - - - - - - - -- - -- - - Redesign not performed. . . Material Takeoff, LC 1 : DEAD AND SNOW Section Database Total Total Set Shape Length Weight -----------------------------------ft----------------K---------,------------- BIG TU2X1X. 065 0 . 00 0 . 00 LITTLE TU. 87X. 87X. 065 32 . 08 0 . 02 Total Wts : 0 . 02 I 99099 RISA-2D (R) Version 4 . 0y ) 28�y(0 MC�2 Engineering Job 1235 E . 4th Avenue, Suite 101 Page : 22 Olympia, WA 98506 Date : 2/26/99 File : ARLCANPY ARLINGTON CANOPY Joint Displacements, LC 2 : DEAD AND WIND UP Joint +--- - -- - Translation -------+ Rotation No X Y 6z - - - - - - - - - - - - - ' 1 0 . 049 0 . 000 0 . 00705 2 0 . 049 0 . 064 0 . 00123 3 0 . 049 0 . 126 0 . 00170 4 0 . 000 0 . 000 0 . 00716 5 0 . 000 0 . 000 0 . 01082 6 -0 . 073 0 . 000 0 . 01144 7 -0 . 023 0 . 064 -0 . 00002 8 0 . 029 0 . 126 0 . 00191 Story Drift, LC 2 DEAD AND WIND UP Story +--- X Direction ---+ No. Joint Drift % of Ht - - - - - - - - - - - - - - -in--------------------------------------------------- No Stories Defined. . . Reactions, LC 2 : DEAD AND WIND UP Joint +--------- Forces ----------+ Moment No X Y Mz -------------K--------------K-------------K-ft----------------- - - - - - - - - - - - - 4 -0 . 21 -0 . 12 0 . 00 5 0 . 21 -0 . 23 0 . 00 Totals : 0 . 00 -0 . 35 Center of Gravity Coords (X,Y, Z) (ft) 3 . 000, 3 . 500, 0 . 000 Member Section Forces, LC 2 : DEAD AND WIND UP Member Joints Section I - J y Axial Shear Moment ----------------------------K--------------K----- - -- - - - - -K-ft--------------- 1 1- 2 1 -0 . 07 0 . 01 0 . 03 2 -0 . 07 0 . 01 0 . 02 3 -0 . 07 0 . 01 0 . 01 4 -0 . 07 0 . 01 0 . 00 5 -0 . 07 0 . 01 -0 . 01 - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - -- 2 2- 3 1 -0 . 01 0 . 00 0 . 00 2 -0 . 01 0 . 00 0 . 00 3 -0 . 01 0 . 00 0 . 00 4 -0 . 01 0 . 00 0 . 00 5 -0 . 01 0 . 00 0 . 00 - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - -- - - - - -- - - - - - - -- -- -- - --- - - - - -- - - - - - - -- - - - - - - - - - 3 6- 7 1 0 . 24 0 . 01 0 . 04 2 0 . 24 0 . 01 0 . 03 3 0 . 24 0 . 01 0 . 01 4 0 . 24 0 . 01 0 . 00 5 0 . 24 0 . 01 -0 . 01 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �i I I I I �I �l y96 99 RISA-2D (R) Version 4 . 29/y6 MC-2 Engineering Job 1235 E. 4th Avenue, Suite 101 Page : 23 Olympia, WA 98506 Date : 2/26/99 File : ARLCANPY ARLINGTON CANOPY Member Section Forces, LC 2 : DEAD AND WIND UP Member Joints Section I - J y Axial Shear Moment - - --- ---------- -------------K--------------K---------- ---K-ft--------------- 4 7- 8 1 0 . 10 0 . 00 -0 . 01 2 0 . 10 0 . 00 -0 . 01 3 0 . 10 0 . 00 0 . 00 4 0 . 10 0 . 00 0 . 00 5 0 . 10 0 . 00 0 . 00 ----- - - - ----- -- - - - - - - - - 5 1- 7 1 -0 . 19 0 . 00 0 . 02 2 -0 . 19 0 . 00 0 . 01 3 -0 . 19 0 . 00 0 . 01 4 -0 . 19 0 . 00 0 . 00 5 -0 . 19 0 . 00 0 . 00 - - - - - - - - - - - - - - - - - - - - - - -- - 6 2- 7 1 0 . 04 -0 . 01 -0 . 01 2 0 . 04 -0 . 01 0 . 00 3 0 . 04 -0 . 01 0 . 00 4 0 . 04 -0 . 01 0 . 01 5 0 . 04 -0 . 01 0 . 01 - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7 2- 8 1 -0 . 07 0 . 00 0 .,00 2 -0 . 07 0 . 00 0 . 00 3 -0 . 07 0 . 00 0 . 00 4 -0 . 07 0 . 00 0 . 00 5 -0 . 07 0 . 00 0 . 00 - - - - - -- - - - - - - -- - - - - -- -- - -- -- -- - -- -- - - 8 3- 8 1 0 . 00 0 . 01 0 . 00 2 0 . 00 0 . 01 0 . 00 3 0 . 00 0 . 01 0 . 00 4 0 . 00 0 . 01 0 . 00 5 0 . 00 0 . 01 0 . 00 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - -- - - - - - -- - - - - - - - 9 1- 4 1 0 . 12 -0 . 19 -0 . 05 2 0 . 12 -0 . 19 -0 . 03 3 0 . 12 -0 . 19 0 . 00 4 0 . 12 -0 . 19 0 . 02 5 0 . 12 -0 . 19 0 . 05 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 10 4- 5 1 0 . 00 0 . 02 0 . 05 2 0 . 00 0 . 02 0 . 02 3 0 . 00 0 . 02 0 . 00 4 0 . 00 0 . 02 -0 . 03 5 0 . 00 0 . 02 -0 . 05 - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - -- - - - - - - - - -- - - - - - - -- - - - - - - - - - - - - - - 11 5- 6 1 -0 . 23 -0 . 19 -0 . 05 2 -0 . 23 -0 . 19 -0 . 03 3 -0 . 23 -0 . 19 -0 . 01 4 -0 . 23 -0 . 19 0 . 02 II 990 9 9 RISA-2D (R) Version 4 3D/y6 MC�2 Engineering Job 1235 E. 4th Avenue, Suite 101 Page : 24 Olympia, WA 98506 Date : 2/26/99 File : ARLCANPY ARLINGTON CANOPY Member Section Forces, LC 2 : DEAD AND WIND UP Member Joints Section I - J y Axial Shear Moment ----------------------------K--------------K-------------K-ft--------------- 5 -0 . 23 -0 . 19 0 . 04 Member Stresses, LC 2 : DEAD AND WIND UP Member Joints Section Bending Bending I - J y Axial Shear Top Bottom ---------------------------Ksi-----------Ksi-----------Ksi----------Ksi----- 1 1 2 1 -0 . 32 0 . 15 -7 . 03 7 . 03 2 -0 . 32 0 . 15 -4 . 54 4 . 54 3 -0 . 32 0 . 15 -2 . 05 2 . 05 4 -0 . 32 0 . 15 0 .44 -0 . 44 5 -0 . 32 0 . 15 2 . 92 -2 . 92 - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - -- -- - - - - - - - - - - - - -- -- - - - - - - - - -- - - - - - - - - - - - - - - -- - - - - 2 2 3 1 -0 . 03 -0 . 02 0 . 74 -0 . 74 2 -0 . 03 -0 . 02 0 .46 -0 .46 3 -0 . 03 -0 . 02 0 . 17 -0 . 17 4 -0 . 03 -0 . 02 -0 . 12 0 . 12 5 -0 . 03 -0 . 02 -0 . 41 0 . 41 - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - - ------- ---- - - - - - - - - - - - 3 6 7 1 1 . 13 0 . 15 -9 . 55 9 . 55 2 1 . 13 0 . 15 -6 . 33 6 . 33 3 1 . 13 0 . 15 -3 . 10 3 . 10 4 1 . 13 0 . 15 0 . 12 -0 . 12 5 1 . 13 0 . 15 3 . 34 -3 . 34 - -- --- - - - - - - - - -- - - - - - - -- - - - - - - - - - - -- - - - -------------- --- ---------- -- - - -- - - - - - - 4 7 8 1 0 . 45 -0 . 03 1 . 80 -1 . 80 2 0 .45 -0 . 03 1 . 16 -1 . 16 3 0 . 45 -0 . 03 0 . 52 -0 . 52 4 0 . 45 -0 . 03 -0 . 11 0 . 11 5 0 .45 -0 . 03 -0 . 75 0 . 75 - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - ------ - - - - - - -- - - - - - - - - - - -- - - - - 5 1 7 1 -0 . 89 0 . 05 -4 . 07 4 . 07 2 -0 . 89 0 . 05 -2 . 85 2 . 85 3 -0 . 89 0 . 05 -1 . 62 1 . 62 4 -0 . 89 0 . 05 -0 .40 0 .40 5 -0 . 89 0 . 05 0 . 83 -0 . 83 - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - -- - - - - - - - - - - - - - - - - - - - - - - 6 2 7 1 0 . 19 -0 . 05 1 . 62 -1 . 62 2 0 . 19 -0 . 05 0 . 62 -0 . 62 3 0 . 19 -0 . 05 -0 . 38 0 . 38 4 0 . 19 -0 . 05 -1 . 38 1 . 38 5 0 . 19 -0 . 05 -2 . 38 2 . 38 - - - - - - -- - - - - - - - - - - - - - - - - - -------- --- - - -- - - - - -- - - - - - - - - - - - - - - - - - - - - -- - ------- 7 2 8 1 -0 . 33 -0 . 01 0 . 56 -0 . 56 2 -0 . 33 -0 . 01 0 . 39 -0 . 39 3 -0 . 33 -0 . 01 0 . 23 -0 .23 I I 9909 7 RISA-2D (R) Version 4 g�� MC�2 Engineering Job y6 1235 E. 4th Avenue, Suite 101 Page : 25 Olympia, WA 98506 Date : 2/26/99 File : ARLCANPY ARLINGTON CANOPY Member Stresses, LC 2 : DEAD AND WIND UP Member Joints Section Bending Bending I - J I Axial Shear Top Bottom ------------ ----- -------- --Ksi------- ----Ksi-----------Ksi----------Ksi----- 4 -0 . 33 -0 . 01 0 . 06 -0 . 06 5 -0 . 33 -0 . 01 -0 . 10 0 . 10 8 3 8 1 -0 . 01 0 . 06 -0 . 41 0 . 41 2 -0 . 01 0 . 06 -0 . 09 0 . 09 3 -0 . 01 0 . 06 0 . 22 -0 .22 4 -0 . 01 0 . 06 0 . 54 -0 . 54 5 -0 . 01 0 . 06 0 . 85 -0 . 85 - - -- - - - - - - - - - - -- - - - - - - - - - - -- - - - - - - 9 1 4 1 0 . 59 -2 . 02 11 . 10 -11 . 10 2 0 . 59 -2 . 02 5 . 67 -5 . 67 3 0 . 59 -2 . 02 0 . 24 -0 . 24 4 0 . 59 -2 . 02 -5 . 18 5 . 18 5 0 . 59 -2 . 02 -10 . 61 10 . 61 - - - - - - - - - - - - - - - - - - - - - - - - .- _ _ - ----------- - - --- - - ----- - - -- -- - - - - - - --- - - - - - - - - ----- - 10 4 5 1 0 . 00 0 .21 -10 . 61 10 . 61 2 0 . 00 0 . 21 -4 . 92 4 . 92 3 0 . 00 0 .21 0 . 77 -0 . 77 4 0 . 00 0 .21 6 .47 , -6 .47 5 0 . 00 0 . 21 12 . 16 -12 . 16 -- - - - -- - - - -- -- - - - - - - - -- - - - - - - - - - - - -- -- -- - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - --- 11 5 6 1 -1 . 09 -2 . 02 12 . 16 -12 . 16 2 -1 . 09 -2 . 02 6 . 73 -6 . 73 3 -1 . 09 -2 . 02 1 . 31 -1 . 31 4 -1 . 09 -2 . 02 -4 . 12 4 . 12 5 -1 . 09 -2 . 02 -9 . 55 9 . 55 - - - - - - - - -- -- - - - - - - - - -- - - - - - - - - - - - - - - - - - -- - - - -- - - - - - - -- -- - - - - - - -- - - - - - - - - - - - - - ______________< Member Deflections, LC 2 : DEAD AND WIND UP Member Joints Section I - J y x y L/n - - - - - -- - -- - - - - - - - - - - - - - - - - -in----------in----------------------------------- 1 1 2 1 0 . 049 0 . 000 NC 2 0 . 049 0 . 044 1305 . 1 3 0 . 049 0 . 058 1374 . 5 4 0 . 049 0 . 060 3075 . 9 5 0 . 049 0 . 064 NC - - - - - - - - - - - - - - ------- - - - - - --- ------ -- - - - -- - - - - -- - - - - - - - - - - - -- - - - - - - - - - - - - - - -- 2 2 3 1 0 . 049 0 . 064 NC 2 0 . 049 0 . 077 2743 . 8 3 0 . 049 0 . 093 1235 . 0 4 0 . 049 0 . 110 778 .4 5 0 . 049 0 . 126 575 . 2 - - - - - - - - - - - - - - - - - - - - - - - - - - - -------- - -- -------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3 6 7 1 -0 . 056 -0 . 047 NC 2 -0 . 057 0 . 041 691 . 2 I I �-, 99099 RISA-2D (R) Version 4 . 0- -12116 MC-2 Engineering Job 1235 E. 4th Avenue, Suite 101 Page : 26 Olympia, WA 98506 Date : 2/26/99 File : ARLCANPY ARLINGTON CANOPY Member Deflections, LC 2 : DEAD AND WIND UP Member Joints Section I - J y x y L/n ---------------------------in----------in-------------- --------------------- 3 -0 . 057 0 . 061 697 . 9 4 -0 . 058 0 . 047 1423 . 4 5 -0 . 058 0 . 034 NC - - - - - - -- - - - - - - - - - 4 7 8 1 -0 . 058 0 . 034 NC 2 -0 . 058 0 . 043 5605 . 4 3 -0 . 058 0 . 064 1600 . 6 4 -0 . 059 0 . 090 838 . 9 5 -0 . 059 0 . 116 577 . 1 - - -- -- - - - - - - - - - - - 5 1 7 1 0 . 032 -0 . 037 NC 2 0 . 032 0 . 033 1205 . 3 3 0 . 033 0 . 060 1131 . 8 4 0 . 033 0 . 062 2017 . 5 5 0 . 034 0 . 059 NC - - -- - - - - - - - - - - - - - - -- -- - - - 6 2 7 1 0 . 064 -0 . 049 584 . 7 2 0 . 064 -0 . 031 788 . 0 3 0 . 064 -0 . 007 1430 . 3 4 0 . 064 0 . 014 4826 . 5 5 0 . 064 0 . 023 NC - - - -- - -- - - - --- - -- - - - - - - - - - - 7 2 8 1 0 . 067 0 . 045 NC 2 0 . 067 0 . 058 2825 . 0 3 0 . 067 0 . 075 1279 .4 4 0 . 067 0 . 093 798 . 7 5 0 . 067 0 . 111 576 . 5 - -- - - - - - - - -- - - - - -- - -- ---- - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - -- - 8 3 8 1 0 . 126 -0 . 049 NC 2 0 . 126 -0 . 044 NC 3 0 . 126 -0 . 039 NC 4 0 . 126 -0 . 034 NC 5 0 . 126 -0 . 029 NC - - - - - - - - - - - - -- - - - - - - - - - - - - -- - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 9 1 4 1 0 . 000 -0 . 049 NC 2 0 . 000 -0 . 037 NC 3 0 . 000 -0 . 025 NC 4 0 . 000 -0 . 012 NC 5 0 . 000 0 . 000 NC - - - - - - - - - - - - - - - - - - - - - - - -- - - - -- - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - 10 4 5 1 0 . 000 0 . 000 NC 2 0 . 000 0 . 030 2007 . 9 3 0 . 000 -0 . 027 2184 . 7 4 0 . 000 -0 . 071 844 .2 5 0 . 000 0 . 000 NC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - .. a 1 I I 99099 RISA-2D (R) Version 4 . MC�2 Engineering Job 1235 E. 4th Avenue, Suite 101 Page : 27 Olympia, WA 98506 Date : 2/26/99 File : ARLCANPY ARLINGTON CANOPY Member Deflections, LC 2 : DEAD AND WIND UP Member Joints Section I - J y x y L/n - - - - - - - --- - - - - - -- - - - - - - - - --in----------in------- ----------------------- - 11 5 6 1 0 . 000 0 . 000 NC 2 0 . 000 0 . 017 344 . 3 3 0 . 000 0 . 036 166 . 5 4 0 . 000 0 . 055 109 .3 5 0 . 000 0 . 073 82 . 2 - - --- --- - - - - - - - - - -- - - - - - - -- - - - - - - - - - - - - - - -- - - -- - - - - - -- - - - - - - - - - - - - -- - - - - -- - - - - - ___________< Member AISC Unity Checks, LC 2 : DEAD AND WIND UP >___________ Member Joints Unity Shear ASD I - J Chk Loc Chk Loc Fa Fb Cb Cm Eqn. ---------------------------------------Ksi------Ksi------------------------- 1 1 2 0 . 242 1 0 . 008 1 4 . 23 30 . 39 1 . 00 0 . 43 H2-1 2 2 3 0 . 025 1 0 . 001 1 4 . 23 30 . 39 1 . 00 0 . 38 H2-1 3 6 7 0 . 351 1 0 . 008 1 9 . 98 30 . 39 1 . 00 0 .46 H1-2 4 7 8 0 . 074 1 0 . 002 1 9 . 98 30 . 39 1 . 00 0 .43 H1-2 5 1 7 0 . 163 1 0 . 002 1 7 . 16 30 . 39 1 . 00 0 . 52 H2-1 6 2 7 0 . 077 5 0 . 003 1 12 . 42 33 .43 1 . 00 0 . 33 H1-2 7 2 8 0 . 028 1 0 . 000 1 14 . 96 33 . 43 1 . 00 0 . 53 H2-1 8 3 8 0 . 026 5 0 . 003 1 27 . 31 33 .43 1 . 00 , 0 . 41 H2-1 9 1 4 0 . 351 1 0 . 100 1 29 . 10 33 .43 1 . 00 0 . 22 H1-2 10 4 5 0 . 400 5 0 . 010 1 6 . 09 30 . 39 1 . 00 0 . 25 H1-2 11 5 6 0 . 399 1 0 . 100 1 29 . 10 33 . 43 1 . 00 0 . 29 H2-1 ___________< Member NDS Unity Checks, LC 2 : DEAD AND WIND UP Unity Shear Memb Chk Loc Chk Loc Fc ' Ft ' Fb' Fv' RB CL CP Eqn --------------------------Ksi----Ksi----Ksi----Ksi-------------------------- _______________< Redesign Shapes, LC 2 : DEAD AND WIND UP Section Suggested Alternate Shapes Set Member 1st Choice 2nd Choice 3rd Choice 4th Choice - - - - - -- - - - - - - - - - - - - - - - -- - - - - - - -- - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - Redesign not performed. . . Material Takeoff, LC 2 : DEAD AND WIND UP Section Database Total Total Set Shape Length Weight - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - --------------------- BIG TU2X1X. 065 0 . 00 0 . 00 LITTLE TU. 87X. 87X. 065 32 . 08 0 . 02 Total Wts : 0 . 02 I �I MC SQUARED, IN'-'' Job: wANPIRC4 OF mac, 2"4D6- 99097 OLYMPIA, WASHINGTON 98506 (360)764-9339 Date:a-3-9 9 ----By: /y -5z'rw/z/G,C FAX(360)352-2044 Sheet: Page 34 of y� �om Ij 1N 0.J S. 7 T --d , f • D+ 414 -� i----a�• i _ � . sue.E�. __.,_.�,. , to r 1 . 1 I I I I I y_ I� 6 ,� MC SQUARED, INf Job; WA/yMAc+�c oF` P�w� 99U99 OLYMPIA, WASHINGTON 98506 (360)754-9339 Date- 3 3 " 9 By: FAX(360)352-2044 Sheet: Page Hof L�i 9 � T , i -1. V�' o � t's 4 -t— - - --�+_' - . - -. I-I IT 01 �.. -- lilt - — � - _ 41.1 _ 3. 1! _4 404 _1 I '`• �:��; "'�,� -�- - �� _-Lai a _ aov_ � +�- �- - - i � �_ . -.—..._...� _ ' .. ...._ .. •_._.. - 'may_.._• {- _ - _l.-_— r ,. .—._.—.. ..._ . .. I I I I r ` ��: MC SQUARED, IN Job: ln1AM12lAC4 990 OLYMPIA,WASHINGTON 98506 (360)764-9339 Drite:_ By: 1ti1.�`Z,Pi9/L1f,C FAX(360)352-2044 � Sheet: Page -301 of pro �u f � q --I- AN Ib T Z403_ - - -�- -Z dK- .. , �� 1, MC SQUARED, IN Job: OLYMPIA, WASHINGTON 98506 3 1) -3-99 (360)754-9339 Date: _By:.-_ `7__ r-✓_ �-- FAX(360)352-2044 Sheet: _ Page2-7—of� __�_. .�_ _- i I -J � � I 1 1 1111 11 ''� I� I -� 1 I I V I __� YPICAL SHEAR WALL NO S 1105 9 3 9/� Use 5/8" dia. by 12" Anchor Bolts (AB's) with 3X plates spaced as shown on the drawings. AB's shall have 7" of embedment into footing, shall be centered in the stud wall, and shall project through the bottom plate of the wall. All wall sheathing shall be 1/2" CDX plywood or 7/16" OSB with exterior exposure glue and span rated "SR 24/0" or better. All free sheathing edges shall be blocked with 2x4 or 2x6 flat blocking except where noted on the drawings or below. All nails shall be 10d common (10d common nails diameter must be 0.148 inches, Senco MD23 Nails are equivalent when used with '/z" plywood). Nail size and spacing at all sheathing edges shall be as required below or as in the drawings. Nail spacings shall be 12" o.c. for all field nailing except as noted. Hold downs are Simpson "Strong Tie" and shall be installed per the manufacture's recommendation. Equivalent holdowns by United Steel Products Company "Kant-Sag" that have ICBO approval can be substituted in place of Simpson holdowns. ALL FRAMING MEMBERS MUST BE DOUG-FIR. SHEAR WALL SCHEDULE �j sheathing nailed with 10d's at 2" on center all edges and 3X or 4X studs at panel edges. sheathing nailed with (2) rows of 10d's at 3" on center all edges into 4X or 6X studs at panel edges. HOLDOWN SCHEDULE HD10A Attaches to concrete foundation with a Simpson SSTB34 with a 7/8" dia. coupler nut and a 7/8" dia. piece of threaded rod. SSTB34 has 24" minimum embedment into the concrete foundation. A 7/8 " dia bolt with 24" minimum embedment into the concrete foundation is an acceptable alternative to SSTB34. HD10A attaches to 4X stud with (4) 7/8" dia. bolts in wall above. HD14A Attaches to concrete foundation with a 1" dia bolt with 27" minimum embedment into the concrete foundation. HD 14A attaches to 6X member with (4) 1" dia. bolts in wall above. MC SQUARED, IN Job: IVAIV111.46L y�� � �ui�r�✓�G 99099 OLYMPIA, WASHINGTON 98506 (360)754-9339 Date: 99 By:���Z2fliyzC FAX(360)352-2044 Sheet: _ _ Page�of y� U = 13Lot- -I'L •I � I �i i j I -? i i i , 1 i I I I `-� ii1�. `� } f'J:� MC SQUARED, IN----': Job: h)XIMMIX 99o9 9 OLYMPIA, WASHINGTON 98506 (360)754-9339 Date: 'J'1`9 --- By:,�J FAX(360)352-2044 Sheet: Page of I i i I-J - -- - - I - 4"4• - - - I I — - lu - - - - -I - __ , i__ 4. 17 - -- - »_._ 400 X. ti. '; �, .. I IVIC SQUARED, IN Job: 9b),df1V d 6K 66 510cf-, ?'qLqyg OLYMPIA, WASHINGTON 98506 (360)754-9339 Date: 3 '31 '99 By:.. FAX(360) 352-2044 Sheet: Page of tc F 7. cop Z, 47.)le- ;t T_ --J --F- .. ......... T r,},t - - - �� MC SQUARED, IN'--", Joe: 114�X OLYMPIA, WASHINGTON 98506 (360)764-9339 Dater'�9 By: 5_Zfi91-leX FAX(360) 352-2044 yG Sheet: page 113 of T_ - 4:0 _17- �Z_kill 14 lz_i el- - 46 -�. ►�. ,+ w l MC SQUARED, I Job: 4'A/111114e odf" f3wG. 99099 OLYMPIA, WASHINGTON 90o06 (360)754-9339 Date:- :L2-99 FAX(360)352-2044 Sheet: Page of y� PT { I— I 1 i- - - - - ' c tv �.. - 4=7-Sao. J__t-' -- �-5.!�._i -•-•-�-,gyp L --- - - -`-- - 'y_ _ di _oa. - -_ b - 7 s x - Ait On - �- ., _ ,gip; Aso, 3,OI Iz� -- • -- --!- - -�. . .. i? Ylo�� • � i r' u -, I I MC SQUARED, INS Joh:_XZ1 Na OLYMPIA, WASHINGTON 98506 (360) 754-9339 Date: 33'9 By: 5s, 1+Fr FAX(360) 352-2044 Sheet: Page 0 of '16 Sv b V,A P"rZA Cti s. , I �• i �x 1S• 1 ! i i-- �s 79L, 2. LL ! 1 f Or _- us C- S ' so-1 MrZ v C,. s 4s A D O� YGN6EDG'(� ZO Z� lib 'FA Z I I I I I I WS lz RECEIVED MAR 2 3 1999 - CITY OF ARLINGTON 7 T-3 �a3 •� I - � _ L�� ' l • ( f SIR E C E-1 MAR 2 3 1999 �- CITY 0;_.A.Pil ING-ro i'Y3 --) . f-\ i i I i I - - .. , �a.a..._,_ I tom'• �' c ta J — I 2Np , I 1. a� L�vt; f i r r I ut Li r I ai L i sr- f I fir. .F• j .• ' iKaoLE c RAY= i op • s arm �i �9O^r tom✓ - 'r t 1 'fin -v � r`'. -r ny� y. t � •`� �^..f�j�,`�3 Dr .����'+i! �} -•L ��7•• ti7+y lit'` ..��G•d- �J •' t�.�• - "t� atT�•}�'T ♦1 G RIu •Al � ri77} ::ice VC •'71'• FEW. r � (� V� 1 i to _ (. I 2 ND I I ! j Lu <� u: ISTL Er i ST ?A' c s ps' � 'f4j.•M` ..1: `ra � t � �'i'- < �,r'• �•. ,_r••• r�'il•ZS�i'..e�. +qi•. t • 1�tkYsa..'4 r.f.1CJ'-' r.� t�• ��,t < .+z.3l�ti. r _.d-f•� � � tr T.� y. so-� _ r�J, - - ..,..i� •�.01"r � ,•�. r<' "t C:.a E� y, 7 r-a}C -yt a: .� _N� �1l �•Jf t <Ri MM.�T:( hd''� I �- � tiNit i 1!w� Y w �'i•� y �r�'r i7rT b af, ♦c� r' Y.*.r V e�_- ��• �,,�it'E.'Jy i. y�'• '�. :�' l E� .. �,, yt'- 'S� 6�l.Yi. �'::Y•'.f` � :�i�i i�''•".� ?� •� -bF.•i. •�' _ 1 ..:�i ,'.t•:t1t:3Ati 'Lr`•2;i -.. N CASCADE SURVEYING )°YfYI"QUA & ENGINEERING, INC. SURVEYORS � ENGINEERS 105 E. Division • P.O. Box 326 • Arlington, WA 98223 PLANNERS (360) 435.5551 • fax: (360) 435-4012 DRAINAGE CALCULATIONS FOR GRANDVIEW NORTH L.L.C. The proposal is to construct a 3000 sq. ft. office building on an existing city lot. There will be a parking area that will access from the alley. The storm system will consist of an infiltration trench which will be 20 feet long, 8 feet wide, and 2 feet deep. This system will infiltrate the 100 year storm for the entire site, building and parking area. Water quality for the very small parking area will be provided by a gullywasher catch basin insert. A soil log was dug on the site on June 14, 1999 in the proposed parking area. The infiltration rate was estimated to be between one and three minutes per inch, which equates to 20 inches per hour. 10 inches per hour was used for the sizing. Based on the bottom area of the trench (160 sq. ft.) and the perc rate of 10 inches per hour, the infiltration rate can be converted to 0.037 CFS. This is the infiltration rate used in the computer model. The computer model predicts that for the 100 year storm event, a storage volume of 104 cubic feet will be required for the design trench of 20 feet long, 8 feet wide, and 2 feet deep. The storage available in the trench, based on a 30 percent void area, is 98.8 cubic feet. The other 5.2 cubic feet will be in the catch basin which will have approximately 12 cubic feet of storage space available. Q � k i '� M ' 't . .. , � CASCADE SURVEYING ••""`"° �° SURVEYORS & ENGINEERING, INC. ENGINEERS 105 E. Division • P.O. Box 326 • Arlington, WA 98223 PLANNERS (360) 435.5551 • fax: (360) 435-4012 •'"'°"�'° /41 D 14LL.0 I�sSEr�T I NSTA�-�- Zo Lot-�c- I L.0 10 E ) I N F I I-.T F-Pt-7 I b t A T" L�A I i- I W 1TH � - " PE:K F, kPF= I I �J I I � i /I FRo pn ETD 25,0 ray 3-7.15 Q rJ LEGb, OP Tow f � ) 1 oUo�T, ©GYM �c Iq vE � _, �� •a: u CASCADE SURVEYING eoavav,p ° i.: fze SURVEYORS & ENGINEERING INC. � s " ! ENGINEERS o ° 105 E. Division • P.O. Box 326 • Arlington, WA 98223 °r PLANNERS (360) 435.5551 • fax: (360) 435-4012 •`"ell'°'° GENERAL NOTES I . ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF ARLINGTON STANDARDS AND SPECIFICATIONS AND WASHINGTON STATE DEPARTMENT OF TRANSPORTATION 1998 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AND THE 1989 WSDOT HYDRAULICS MANUAL. 2. ALL WORK WITHIN THE SITE AND CITY RIGHT—OF—WAY SHALL BE SUBJECT TO THE INSPECTION OF THE CITY INSPECTOR OR HIS DESIGNATED REPRESENTATIVE. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. UTILITIES SHOWN HEREON ARE FOR THE PURPOSE OF ASSISTING THE CONTRACTOR IN LOCATING SAID FACILITIES. NO WARRANTY IS EXPRESSED OR IMPLIED AS TO THE ACCURACY OR COMPLETION SHOWN. THE CONTRACTOR SHALL CALL DIAL—DIG 48 HOURS PRIOR TO CONSTRUCTION. 4, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AND/OR REPAIRING ASPHALT AND GRAVEL SURFACES DISTURBED AS A RESULT OF THIS CONSTRUCTION UNTIL THEY ARE ACCEPTED BY THE CITY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS FOR UTILITY CONSTRUCTION, 6, TESTING SHALL BE SET FORTH BY THE CITY OF ARLINGTON. I" VENT HOLE WHEN 6" OR 8" PVC PLUG NOT CONNECTED TO SS 6FACTORY TEE 2" c w c 2 z � I � MAX / FROM SDI TO SD/SS 2 Z I 1 / "-� ADAPTOR OR PIPE v ' JOINT P 6" PVC PIPE AC COLLAR co 6" _ PVC PIPE AS REQUIRED TYPE 8 C8 32" REVISED STANDARD PLAN • �^ i� NUISER STANDARD OIL/WATER SEPARATOR SD 8 o r � SGRA lam?'/ VELL Y NA JT VE' BACKfTLL COMPACTED TO 95X MAX. DENSITY 1' MIN. OVERLAP MIRAFI 140 FIL TER FABRIC �l \ OVER TOP AND SIDES OF TRENCH ONL Y (NONE ON TRENCH 80770M) 1-112" WASHED GRAVEL P VC PIPE\� (SDRJ5\ PERFORA TED WITH 11" DIA' HOLES, 5" 0.C. SPACED AT 120: INSTALL NTH ONE ROW OF O'CLOCK AS HOLESOWN.12 S ► TYPICAL INEIL TPA T/ON TRENCH DETAIL NO SCALE REVISED / �'� ' v r 5 .■■ua" .uuwar.u..Q■iroru..ww. . ■.. oru.�ouuoo..rruuurr.ra.�i. .■ _ .ECG CQSC — • — — • •• • • — QCQQ �i • � _ — Q-QA-QQiiiiQCQQQiQQ QQiiQiQQ�QQQQQ'rQQQQ �QQQ'QQQQQQQQQQQQQOr-Q.iiQ-QQQiQiQQir. .. rI'.:QQCCS QQCQQ:TCCQQQCCQ�"M �QQCQ�'�.�".� • • • • — • •• • • — rQma QQ .•�':C==QQQ'QQ'QQCQQ'QQQiC:Q • • • • '•..11.1"�CCQCoiCQCC:QCi'CQQ::•:'m...QQC000 .■wuuor .■uuuruo..uQr.rra..w■or • •• •— • • • • •• 01 o.■ rrwrCCQQ.C-.-. uw.ou a■ww.o■. •• • —• • • •. —• p of eee=e M .: 3°eB9; 3EeE • — — — • — • •— • — e:�5=s.5e E"eeeieiceEEeceee3eeEE o°e=as:29e7°e:3eieee°0'sii=°0°ie • •—• •••• — • — • — • ——• �-. Q _•_ e1..�.. . r_ V CASCADE SUtAVEYING "`�" & ENGINEERING , INC. ° SURVEYORS _ � _ -�` � ENGINEERS $ r a 105 E. Division - P.O. Box 326 - Arlington, WA 98223 ° PLANNERS (360) 435.5551 - fax: (360) 435-4012 ��"°° GRANDVIEW NORTH LLC June 14, 1999 SOIL LOG 1. 0-7" Fill 7-16" Comp. brown top soil 16-36" Tan loamy sand 36-96" Tan gravely medium sand Dry No Sign of Water 13163.doc(log � O Cascade Surveying and Engi .:ering, Inc . HYDRA Version 5 . 12 Arlington, Washington Page 1 ---------- ---- ------------------------------------------------ C: \HYDRA\CMD\GRANVIEW.CMD 14 : 00 14-Jun-99 Status of DEFAULTS at start of run. ( * May be reset by SET) Command file : C:\HYDRA\CMD\GRANVIEW.CMD Input units are read as USA * Output sent to display Brief * Output sent to printer Brief * Output sent to file Off Paper width in inches 8 . 000 String to reset printer : 27 38 108 54 68 27 40 115 49 48 72 String to set printer to compressed : 17 . 16 27 38 107 48 56 72 String to set printer to 8 lines/inch : 8 27 38 108 56 68 Name of printer : Hewlett-Packard, LaserJet/LaserJet Print heading at top of page : True Number of steps in hydrograph : 200 Step length in minutes : 10 Significant flow in hydrograph : 0 . 005 * Maximum plot value : Selected by HYDRA Type of hydrographic plot : Compact Sanitary flow by : Diurnal Curve Delay to start of actual storm : 0 . 00 Rational Method computations : Off SCS computations : Santa Barbara Continuous simulation computations : On * Maximum d/D for pipe design/analysis : 0 . 900 * Match point position on pipe 0 . 00 or Invert * Number of allowable diam drops 999 * Mimimum drop thru manhole 0 . 000 Routing technique Quick * Calculate sanitary flows False * Calculate infiltration flows True * Calculate storm flows True * Calculate misc flows False +-- -- - - --- - - - - -- -- - - - - - - - - - - - -- - ------ - -- - - - -- -- -- - ---- -- -- - --- - - ---- 1: JOB INFILTRATION TRENCH CALC. 'S 2 : TOT 3 . 75 (2YR-1 . 80 10YR-2 . 75 25YR-3 .20 100YR-3 .75) 3 : STE 10 4 : FIL T1A10 . INC ------START OF SUB-FILE------ 1 : REM TYPE lA 24 HR HYETOGRAPH 10 MINUTE INTERVALS FROM D.O.E . 2 : 3 : 4 : HYE 10, .40, . 40, .40, . 40, .40, .40, . 40, .40, .40, .40, .50, .50, .50, . 50, . 50, . 50, . 60, + 5 : . 60, . 60, . 60, . 60, . 60, . 70, . 70, . 70, . 70, . 70, . 70, . 82, . 82, . 82 , . 82, . 82, . 82, . 95, . 95, + Y Q L Cascade Surveying and Engineering, Inc . HYDRA Version 5 .12 Arlington, Washington Page 2 C: \HYDRA\CMD\GRANVIEW.CMD 14 : 00 14-Jun-99 6 : . 95, . 95, . 95, . 95 , 1 .33, 1 .33 , 1 . 33, 1 . 8, 1 . 8, 3 .4, 5 . 4, 2 . 7, 1 . 8 , 1 .34, 1 .34, 1 .34, . 88, . 88, + 7 : . 88, .88, . 88, . 88, . 88, . 88, . 88, . 88, . 88, . 88, . 72, . 72 , . 72, . 72, . 72, . 72 , . 72, . 72, . 72, + 8 : . 72, .72, . 72, .57, .57, .57, . 57, .57, . 57 , .57, . 57, .57, .57, . 57, .57, . 50, . 5, . 5, .5, . 5, + 9 : . 5, .5, . 5, .5, .5, .5, .5, . 4, .4, .4, . 4, .4, .4, .4, .4, . 4, .4, .4, . 4, .4, .4, .4 , . 4, .4, .4, .4, + 10 : .4, . 4, . 4, .4, .4, . 4, .4, . 4, .4, . 4, . 4, . 4, . 4, .4, .4, . 4, .4, .4, .4, .4, .4, .4 , .4, .4, .4 Total in original hyetograph 16 . 66 Inches Total volume rain in production hyetograph 3 . 75 Inches Maximum intensity 1 . 22 Inches/Hr 11 : ------ END OF SUB-FILE ------ 5 : UNP . 03 , 0 .5, 0 .1, 0 .1, 0 . 05, . 5, 0 . 04, 2 . 0, 1 . 5, 45, 45, 0 . 0, 2, 6, 24 6 : PAV . 018, . 01, . 02, .2, .5, 30, 0 7 : PDA . 013 , 4, 1 . 5, 1, 2, . 004 8 : NEW Assigned lateral name: Lateral Starting at Line 8 9 : REM THIS IS JOB NO. 13163 10 : HYD 0 . 10, 90, . 005, 1 . 00 11 : REM THIS IS A LOT THAT IS 37 .5 FT. BY 120 FT. COMPLETELY IMPERVIOUS 12 : RES 100 . 00, 0/0, 10/ . 037, 2000/ . 037 NOTE: No flow to inlet . 13 : REM THIS INFILTRATION RATE IS BASED ON A PERC RATE OF 10 . 00 in/hr 14 : REM WHICH IS HALF OF THE DOE RATE FOR COURSE SAND AND A INFILTRATION 15 : REM TRENCH 2 FT. DEEP , 8 . 0 FT. WIDE , AND 20 FT. LONG 16 : REM THIS GIVES AN INFILTRATION 17 : REM RATE OF 0 . 037 CFS (8*20*10 . 00/43200=0 . 0370) 18 : END O I C f 4 Cascade Surveying and Engineering, Inc. HYDRA Version 5 .12 Arlington, Washington Page 3 C: \HYDRA\CMD\GRANVIEW.CMD 14 : 00 14-Jun-99 ---- - - S U M M A R Y O F A N A L Y S I S ------ Run number on command file 6 Number of links 1 Number of hydrographs 34 Total sanitary population 0 Total sanitary area 0 . 00 Acres Total storm area 0 . 10 Acres Number of pumps 0 Number of reservoirs 1 Number of diversion structures 0 Number of inlets 0 Length of new pipe 0 . 00 Feet Length of existing pipe 0 . 00 Feet Length of channel 0 . 00 Feet Length of gutter 0 . 00 Feet Length of transport units 0 . 00 Feet Length of pressure pipe 0 . 00 Feet •1 n t Cascade Surveying and Engineering, Inc. HYDRA Version 5 .12 Arlington, Washington Page 1 ------------------------------------------------------------------------------ ---------------------------------------------------------------------------- C:\HYDRA\CMD\GRANVIEW.CMD 14 :01 14-Jun-99 INFILTRATION TRENCH CALC. 'S *** Lateral Starting at Line 8 Reservoir Invert - - - - - - - - - -- -- - Maximum Flow Values -- -- ---- --- - - - - - - Link Up/Dn San Inf Sto Mis Design Cost 1 Unknown Discharge 0 . 00 0 . 00 0 . 04 0 . 00 0 . 04 0 Unknown Stored 0 0 104 0 104 Incoming 0 . 00 0 . 00 0 . 12 0 . 00 0 . 12 ----------- ---- --------- --------- -- - --- - - - - - - --- - - - - Lateral length= 0 Upstream length= 0 t fl ♦ � �. g > � = � pOw JOO � } Z v L` N vUi 3 O F_ H Z 8 C� mmo N< W N x LL _ V O J O N CL AdL Z W W W a Z 1 ZLU � � = UO WQQ tl t! ld M li u 5F < I I < a C U V O Z = Z _ 5 M < oz � � < � � � � � � � Z Z w Z Z LL w w O 0 tl a Z 7 cc a o. a a' o. O d - QQ• � NwZF_ w x F � V = 0mw = ~ O � } co u D 2 ° m ° < oio u a UF- � > F- w� £Z- < U m uWi W Z`-. LLI O Z W Z O N C U C. Z 7 a tl S W V� vd<i J < < � Z3 � � � xo i ° u _ x = u i u 2 w U w x y m a N y a O = (� F- 7 d �' F+ v� yr = O \ 1 U y 0 W < W O J _ Y a = Z m m d y Z O Z tl > d (� 0 V 0 § W ~Q w ° 0 z 7 tynyn U g < U D U 9 < fA Z � w U J C O F O o U fn 12 tl F D 5 g = Z O z } < w -< Z G r z F �a > �- z c z F [r - o D u o p ❑ a � z3 � g ,vZ � �- o S 1 0 < c ° o o a Z m' W pD W < Y LLp Z Z m wY Jpp � � � ° c D a s O 5 tl 4 Z k Y ri oQ W d uV z r' Y ❑ } zCWzLLJ a 6 0 < o z > ° °� ° W � _ ° z z � � o �' m �-� _ °° < m � F- � Ho� 1 U m < m Y a W p 15 V F' LU j u W !u Sou u Z wZ Z JZJgZ < " u < Ouu < W Z < ~ d 3 a m Z U J {'L O = � O � � O0u ° � a m Q. W e 3 .� a J — � N3U > � UY X r� z I l z Z s ° Z < L� `ll ❑ W r a m z o O • Z I� �,;J O WW K � Y ❑ C� V V < l J i L' m N � 3 IJ0 z H _ -Y oc IIIv G u o n i._. d y a r K > i W , W cl: W W �a, -�, < < O cc ❑ W W W W J C ;;a.. �J ce ce Ld l } < C1 5 CD o Z 1 Li a -e aZa N m LL Gtl En -- cn z .n z u z o f o F o < z a s as tl a < i o ° o< � S _ � F � ZGH � < cz � Z � < o , o < 7N ' `w u n � m �z c''i n a w z z a �! z a s y 0 z W < z QO W z a � ° � � � c a < ,'ea ° ° � J m m roc `c Y Ov Z Y ❑W o'cc O i s m O < 3 3 0 ''," Z_ Z O° V p p! L N O J O p ° ��VJJ j m O ✓, v < < 5 d 4 .] < a a W < d Z _ i z N u w_! u ,Vj 3 p O s- Z ::�Z_ x v © W N 13 TTTI 11 cc of O < V 0 u Y�I > •w ' 6 J J ~ O v J V "' SM08EIV N33M136 S3NIl llV 313"IdWOO F >1 � � F ppU I a a 3 ~ Z Q U \ U U 1`"' O ¢ J 0 , p N < N a W M N = < N W V 1 J J J U } Ci O 5 W O LL p W LL Z W < V Q N Z W LAJ WZ� � \ 1 O W Q zUWXQopZ —LEI ii z Wvaja ccZw Z LL W p z Z Z 2= Z 0 Y O LLI w O d � 0� QwNwaN � � W W y 14 F a jr r l \ wmw2 ~ KNa C7 V m w mu u O z � 0UWO >0N ,,, o < 7� O h tit O > ~ Q = NCL E:a 1 6 w � H � Z N V\N N N N Lj _ = 0 �! W F• o z VJ m I o m� 6 U '�] w q 1' z u � ., a Z H 7 0 w U a 0 y Z 0 p; Ci �ii `W� tl Z C Z o`i = oc c7 U O a Q J ZQ Z G e` 5 F < a F > a o o .] tl C7 W W 7 w Q ^ > LL¢ ❑ p >N � Q U I o aa HCC a F o o a v� m W o W a Y O J � Z > � u U � pz O 'n < u3 a Z u Z 9 f U. U O W C W O Z Z \ p a °m z x o :Z m ,� a ,C Z Y Q J o r w a d z W Q Q Z Y 7, Y Y Y j ❑co m O O O ¢ O F7 o C o z > ° W �G C w a < . 2 ED V Z m ¢ m O J a J Q m¢ ^ � ZZwZ � QZ < z ¢ J 7 w G W z ¢ CL O 20O >J � COpu z a m d f w a 3 < d - _ — P N > U J U �n cc a Z D• O o z Z ' ❑ W ~ W ❑ ? < W ❑ Q Z N J J V O W k D w Y V oc v 3 w W a < ^ o i w a V , d i Q I m < Y O X W Y 'w Li O w r (�` a w � ~ W < El < ❑ � '? N VI V1 t/i V1 y0. zp W W W W W 4, O r<- X " A . G O O a s O .a E W az:. 9 ce a a al < a � z o } � < � O Z a a W OW W O JO Y Oi ia= � O<LiZ CL0ul E 0 In O J d p� W m a 2 * a ❑ l _ U. v a 2 4 m z U_ o a J Z ,�„ oC \ _O b a cO� � y„ a 0 Z Z U a z o a 1 Y V� �� o V [ o a m `-_' 3 u a tl a Y ¢ Z W Q < \ m z Z a0 z N a z o F a u O a O w m °C o Y ❑ 3 Y . o b m o < 3 x 3 Z _ z z o o ;� = N o z ', � o O r s j �� � �o < > 0 � �, � o xa � < oz o Z uwi O I- � V 3 ZO 3 �.. z �. z z J z " m W Q U �u a z a p 3 m r� ` O(v��`�, El z ' u Z v j ¢ Z O J - a m O N �-1 O 3 OC W J J J cc J F O n J O < V f d V Q > O a - - �' SMODUV N33M138 S3NIl IIV 313ldWOO �- _.,t. . ._... ... . .__..... ..- .. : .. —-. - -. .. .. _. .r. .... __ ._,r... -._.. ;... •w.. r.n.+.rr:-z••aanor•:. ..._.._ .r._._____ ....._.. _._ _._.__ _.. _ • -• I 1 I I MATCH LI►J'•r ''. SEC HTO 2 F I I L Llnd I � ! • I � 2u � � I ` 1-7 ! 1 � 15 14- 13 2O 19 /.S lco 13 , I �Z I /2. DEED' 51h.r h j CI�� I I(,'1�1� 6„)-lv- 7 7r I .4 V. I I IIF • u z� I F02 \VA(EL>NWr� I.dYO�f M N 'm l 17 Z M H rx �g-\V M 6ut 1.3 DEEA � >c � �� w h" r >K•Z4 250' ° % G N %N P 39 v N Zx q to ;r IT V3 I If 438'—I G 5,� -C�••-- Mu - i '�'ftr—.43 �—�05•? I 17 1l0 15 14 13 tZ tt ;3 7-0 19 I is 17 llo 15 I4• 13 O G Y M P / C A VC= T OWN, - - O F- - A t N"G_T_O N DITANCES AT TEES ARE FROM CENTERS OF ADJACENT • MANHO:ES. IN MEASURING TO IOCATE TEES FOR FUTURE S N O H O M I S H COUNTY wYA S H 1 I�' T O N CONNECTIONS BOTH THE DISTANCE 'UP' AND THE DISTANCE �M 'DOWN' FROM ADJACENT MANHOLES SHOULD BE MEASURED TO AVOID ERROR. �E C0 R D Q R A W I N G_ i - LSO NOT RELY ON ONLY ONE MEASURFmENT Nov, tysa - - sc�LE l"=ao• `t - DATE-. I -. a'aGRAY & OSBORNE - .,..... DRAWNt-E'GG ter•^ �. CONSULTING ENGINEERS SHEET 25 j;�•_ .. rf1 GHKD:L.:N'' .J YAKIMA• WASHINGTON o� 6�•- f MATC.R N•I I n I , ► Jr I L x ~ ( L"'a I I Ef � 1-71 (o 15 1 4- 3 fn f 5 f r�l2ll� Gvnc 1� I , DEEP a 9 77r II �E� �►�>ctT w ,m i �L z�ZN FcQ wATM"wa L-&'iOVT MN 7 i8 DEEP Iw 24 '' vi rUs q r Ln Zr l I ' z III - l ' • 1 1 I -?�--4� -10 5•� -06-'— =:r Zo Ig 18 1 ) (0 15 14 13 IZ 11 Q 9 7 7 I I � A V �; • T0WN ---- pF - A�-N-G•T0N DISTANCES AT TEES ARE FROM CENTERS OF ADJACENT S N O H O M I S H COUNTY --W A S H I N T O N MANHOLES. IN MEASURING TO LOCATE TEES FOR FUTURE CONNECTIONS BOTH THE DISTANCE 'UP' AND THE DISTANCE �� \VA'�� r SE V Fr--c 6Y���� \ ~ 'DOWN' FROM ADJACENT MANHOLES SHOULD BE MEASURED TO AVOID ERROR, . E C 0 R D Q R AW 1 N G DO NOT RELY ON ONLY ONE MEASURFMENT ------ l'=so' • - - DATE;NOV, Iysa sc�►>.r=. '.1 I RAY & OSBORNE • DRAWN�E�7G ' • ' DRAWNZ 4* �I CONSULTING ENGINEERS SHc 25 L` 1 YAKIMA. WASHINGTON OF �+'Q ( " C ►Li gnaw-, ` - ZZ II LiT7 ._ . _ � l MATCH Lint j' Sf� hT , 2 4� z0 19 I 1.6 _ 17 — 1co 15 ! 14 13 _ tZ ' 1 1 Ao It A A H t l/4 { /Z. ' DEEP j'h'r I I 77or V. 4-, ? zH { FOQ WATM Mwa L�`�at M 4 °� !l 7 �� ��I •o� O �1—� 1 l f,e'l�C C P I ` rl ! c 3 9 Y N ----t� - ' -•- 6's,p W 11.! 1 � ? elf1n i { bIJ - I i i 30 31.8 1 I � i 4'3a'-lL<a.�'�••��-- I Mxa ' zo 1 I 1 ) (o IS 14 13 IZ ll � 2c 19 � 13 i 17 15 . 13 . •i - O GI Y A VG". - T Q1N N•----0 _ N-G T 0 N ' DISTANCES AT TEES ARE FROM CENTERS OF ADJACENT S N O H O M I S H COUNTY --W A S H lkGTo N MANHOLES. IN MEASURING TO LOCATE TEES FOR FUTURE —�— CONNECTIONS BOTH THE DISTANCE 'UP' AND THE DISTANCE \V4 - 'DOWN' FROM ADJACENT MANHOLES SHOULD BE MEASURED E C O R D Q R A I N G = TO AVOID ERROR. --- UO NOT RELY ON ONLY ONE MEASUREMENT NOV• 1958 Tsi-XI-0DATE: GRAY & OSBORNEDRAWNEGG CONSULTING ENGINEERSHEET 25 '. _ - I • OGMKO. FYAKI , WASHINGTON r Q` ; II� 1 U) -- -- --- --� l�j I Q D L1 D D Q M 0 b. CT El 0 CT CT L 1 Cl Ci _ - TI N - EmA L E G T _