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HomeMy WebLinkAboutCEDAR RIVER TRAIL PHASE 2A. 7-5 LI LZ L� L4 STAkING, CoNqnwcvoN LIC3HTNG' °N- 5'frzuGrtUr LS u3�-mt.-J& PLzq"j.Nai LI,41 L/5, L(a LlGH-PNC, P4AN, L. 8JG4TION pLAN. PLAN. LID NibNPL,4f,4. PLAFLZ& L11 PLANTINO BEAN . PLAN77N& L ( 4 nr ;�i6c0i4 &vet--. Ljrv8AI-'2'CGLLANL-� F 4e%A 1 z A. 4a4 OPT (�.. 400 Qom`` t�H • S WtO 4 .1 7m 19 Im I 54 VE AA1O p^oT�T pA• r�rc� �ofzra�.i orc i �, /5&"vP- max/ 5T/A�1 EX/ST/N� ,q�/y4CGT /434,0 40q.3 �of-1 S/ T Tre) ;V7' ib VAe •44v4;) ll'KDTOT TEG T EX/-57/ v cvLVEA7 To , a /0-1 9 �7 3 1i&-lA1A.7 444VEE A&AD / • / Rq, o o OPIAss + /77 f3Fi"bVE Ems(/vT/N r--- - 20 r c� p—�— k F`i'eNCF . * -- -- PA, p �,► Z pA�_ 24 y �`10 Vt LAW a,c, l�,o , wj,o r I 32 -lees p q" , rs,c, /g• 8 LAw LAWN WN �g r V pA' 2%` P.� \� 3 •_� � � W f3�i"10vE �X/ST/�v �.�C/CE `- , LAW 2O, N 23 O AL 4- / AVIAv ✓ N 20, 3 2 p . N �f+,q �,�, AP= �F�.l��t-,{ k/ M4 .4 " R � �j ,s,C. / r, 3 Zo, 22 /,.Al vl c/i /tiJ Tip-�t.� .4tW • / / VVQT� fJ1t/C m z 0 > w cc m 0 W Y U w U m z a 0 O z 0 em Wl- o I f,�'jpG°E EXI.`�%%NG CaVG�1� -- --- _ _ cai �'m \�) i �CUB j�L�ril KS LXkST1N /"/Lf,�N�► T/M,! --+� — - To 4KJJ775 r.� T G, 20, T/r-if�i�: ?�-f�CS �/"S,E�1 ONLY I /-m=- c VZ ALL EX/ST/N� �7"f�UGTtJJKE.S, EXIST/�X �TEI�: L./Ai* � I �_ ,ETC, FROM T � •�4si�4, ALL En!�T�, 'Or -VomI .5� W v�o �uc��r.� ro,gF�I.4/.v; � v,� 1550 GALLON CAS TANK, PUMP OUT FILL WITH f=LOK/ 5AN0 Aiwa CAF: OR AT cGWTr�CT0f2'S - cDPTION A26VIOVE 5*CM slrE AND BACfkFILL EXCAVATION r�r'lov� Mi�G. GONG. WITH Apr-)CoVEID FILL, zLa (n O >m Z Nz ,Q Q � w t UJ >z"IMCD aIL uj W � Z Z. IL <z Q °W , � °�wa �W a � ~ 0 r p 40 60 120 160 ►a- V) W Q Y LU Q Z u u W a C P(D)n Liao &*1450 LIEv) Li T & G DECKLEO THE FOLLOWING NOTES APPLY EXCEPT WHERE SHOWN OTHERWISE - CONCRETE COVER OF REINFORCING -` 3" and thicker to be Douglas Fir or Hemlock, heavy wall and roof plank "Select Dex". 3" Concrete poured against earth. All boards to bear T & G on at least one supporting member. Every third board to -10C47'E /2 65NGHE5, 8 /t,/owe w,��, 6 %/ `,7f-� /�5 ,�/I� 4 ��1 �/V CODE: Uniform Building Code 1976 2 Formed concrete with earth backfill. " be continuous between supports. Lengths of intermediate boards to be selected so A-5 ,D/1PC--.CT�V ey CAN05C'�p&� Akey/T�cr• sEE cov � LIVE "LOADS 12" Beams and columns (stirrups, ties) walls exposed to ;weather, slabs on that joints in adjacent boards are at least 4'-0" apart. Decking to be nailed ;with • C0WL�LY5T.�1KC- W G�/VT�L/N _ oF-- /A77i/A\/b,gLLOL:� f�/�IUFzTO H (J� AP�/AL- b� LA% �C=Ruof 25 PSF moisture barrier. two 40d nails per board at each support. �'O/V1/Vl C/NG CONSTr� G7�G'�J �Ol� �J • LANc►� AKG�ir eT jk?17 C fi�v�s THE �Iet�r To At�usTM�N7� / THL f -0 Wind 20 PSF 1" Walls, inside face. 3/4" Formed slabs. PRECAST CONCRETE WALL PANELS A5 I-i� pL�/�IJ �% Seismic Zone 3 Lap column verticals, Class "A" concrete 32 diameters. Lap all other reinforcing approved method of lifting panels into place shall be used. Detail) shall be O /NO(CA7F-5 HOk/ZQNTA'64elO L/NE5 FOUNDATIONS - 24 diameters. Splices at tension regions shall not be permitted. prepared by the contractor and submitted to the Architect for review. Wall panels Maximum soil pressure 2000 PSF. Exterior footings and exterior Isandrel betas shall be adequately supported with bracing until secured to supporting structure. ^^ ��p/�T Vn��-/� 1'-6" (minimum) below finish grade. All footings to bear on compacted. fill, TIMBER Wall reinforcing to be rigidly supported on concrete blocks or approved equal. f't Backfill to be thoroughly compacted per Specifications. Prwid� 2 - �65 (minl.mun� Structural timber and lumber to be stress grade Hem -Fir or Douglas Fir as follows: Curio and bond breaking material shall be of such a nature as will permit painting g g 011\1101CA7 �S G-T-A/L FOL N0 IN P1QWLCT /V1A/ JUAL.continuous bottom of all walls and footings. of concrete wall surfaces and also will not affect bonding between the base slab USE SPECIES GRADE fb and cement water -proofing compound and/or asphalt the cement. L2 /Np!cATc-5 4)C--r�!L- FoO/V/D Iry coNr,PAcr a1-44wrrv6'I CONCRETE MINIMUM 4 x 12 and larger Douglas Fir No. 1 1500 psi Reinforcing around all openings in panels to be 2 - #4 top, bottom and each side CLASS AND USE f'c SLUMP SACKS/C.Y. REMARKS6 x beams Douglas Fir Select Structure 1600 psi . '- " extending 30 diameter... beyond corner and 1 - ��4 x 4 0 diagonal at each corner. �"'' e /�/�j/��J /jeL,VA5F*1VIL7" /,�,_A`v /V A - Footing and foundations 2500 4 - 5 5 Exterior wall studs Hem -Fir No. 1 1400 psi 450 Additional reinforcing to be added if required for lifting operation. Inserts used to , INU(CAT�S Ti�N�.J/77QVQ Z�/`!E �� 8 MO TU I� w/�E /�T�t %j2A/L'Sl-/%lam' B- Slabs on grade 2500 3- 4 5 Interior studs Hem -Fir Standard psi � ---- better shall be properly covered after use so as to be invisible and treated prevent p p y Plans for etc. --WOOTf { WITHOUT AJ-WUf:1_ IN 14:ADTH' C - Structural concrete above All other lumber Hem -Fir Standard or surface stains. See Mechanical and Electrical sleeves, ,,ALL 15C- ground floor 3000 3 - 4 52 Bolt heads and nuts bearing against wood to be provided with M.I. washers except SLABS AND BEAMS D - Precast wall panels and columns 4000 2 - 3 62 on sill plates use cut washers. Wood bearing on or installed within 1" of masonry blocks or approved chairs. Use ® /Nai�Te--� ��H LG�4TIo�r� ,cTAIL.3 E - Sidewalk slabs, exterior stairs 2500 3 - 4 5 or concrete to be treated with an approved preservative. Beam and joist hangers Steel shall be rigidly supported using concrete Where is to a beam or wall F - Setting bearing plates to have capacity equal to shear strength of beam or joist unless noted otherwise. "Strong #5 raiser bar for all slabs. slab steel parallel provide #4 x 5'-0" at 12" o,c. in top of slab across beam csr wall. Where slab is � WO/CATE5 PICNIC T� SEE= l�TA/Le and panels 2500 Dry Pack --- Master Flow All metal framing anchors and hangers shown on drawings shall be Tie #4 3'-0" 12" At openings at 713 or equal in to Connectors as manufactured b Simpson Company or approved equal. " y P" P .� PP q on one side only, top elbow bars shall be x at o.c. �� each side and diagonally at corners. Non structural slabs on grade to be 4 thick p - IN01647E5 L/�T- 5T�[_A� AN0 IYANO hCt- - 5a--- CETAIL 17 1. Air -entraining agent (3% to 6%) to be used all concrete exposed weather. Where STRUCTURAL GLUED -LAMINATED LUMBER placed on gravel fill and reinforced with 6 x 6, W1.4 x W1.4 welded wire fabric. 2. Pozzolith 30ON (4 oz. per 100# of cement) to be used in all concrete. �Nt�/GAT �7445H �+�CL special placing conditions are required, consult engineer for variations of Shall be Douglas Fir fabricated to the requirements of U.S. Product Standard PS56-73 STRUCTURAL STEEL this specification. Lumber shall be of such grade to provide normal working stress values of 2400 psi in Structural Grade ASTM A36, fs = 22,000 psi. All steel except steel embedded in O INLXA- T 3. Mix may be designed in accordance with the provisions of Section 2604 cf the UBC. bending; 1600 psi in tension; 1500 psi in compression parallel to grain; 450 psi of approved Welds 3/16" minimum REINFORCING STEEL compression perpendicular to grain and 145 psi horizontal shear. Laminated members concrete shall be given one shop coat paint. continuous fillet by certified welders, heavy coated electrodes. Field connections — details be !y an to be AITC certified. The fabricator shall be approved by the Architect. not shown shall be bolted framed beam connections per AISC. All bolts to be A307. ASTM A615 grade 40 or 60. Reinforcing steel shall prepared experienced professional -detailer approved by the Architect and conform t(- standard _ Where expansion anchors are specified, the contractor shall submit to the structural practice outlined in ACI Raport 315-65. angineer a sample of the anchor to be used with laboratory data of pull-out and shear strength. CON MIT 4�* 88 I C I O (T2OU.Nv, D T v I O 1 Z m 3 4- Co 7 8 9 /a l ! /Z /3 /4 /�5 16 /7 qk 40 STY Alk _ p H14 a 0 I I - -- - v O � I /�/C�/c .4TES VEf�T/GAL �4�E UNIT goo T-v 2)�_ e) 1 � Iv Cilecvhr) TY, i li�lp/G4TE,:� ,Ex/s T/ivC/ ,E,tr,E/b r/wc�pH T `AZ M T TY� I � /iv�7/C,4TF� YID --- - - - r I t*-WNvurr -z o N FaVS�71N6t C4� N � VE91FY W/TH L-LEGTi4?ICAL EV6i1\1Et:-A2 NW i F //VM9ZFi4CC- r-��44.4KS 64AI L tAE A44Z%4 4 wl e F' ��a��O[N�� GOGUI�4G�MrG��0�9f� As Built January 22, 1980 0 40 90 120 16C 6 I.- ILOo= C) 0== WQ W ZNw a=c�� F Nwv W3�N Z Q z O w cc 2 'o I cr-) . . ....... ............. . �Nr a NZ testy e-ireoulqD -tYe� CONDUIT 24 2Z l7 Jla 1 H2 S' l'�per` 2 FGarv�-I,4,vvjE�Z �'�'i �o R - -- -- -. - - I Cc 46� ?Y�' 5 R I Gl� cb �NEW wA� �� ��N ❑ ❑CE NEw' WA lz LINE v / y2 „ CONDU/T '`f � / •i' 0t=' (--/CVUNU 7 71; � ZO�T� iLOCATION 7 / kz- C7CA �V EAsuilt ary 22, 1980 p 40 ®O leo ISO I I W W I= z� 0 U) Q > E9 I Un z EL (n JI 1 LM Q Q W 0m W� >z _W zco ([aim VN �LL w ' 0 W 0 0Ln Z IL 0 0 = .0 p �L.j 0z D �WQ zW a +'"-?'W 0 t I �� CL. nu et O3 0 0I _ Z hi�v w Q u J 4J o rn 4 H x O o° H U) o U 4- QJ r O �o 4- Q- I S. 4- o C- 0 0 41 a W a° o M- 4--) r IT v +� r (n r S- E rt) O N aJ S- U C- 4- S 4.. _ o l0 x - O o 4-, o a., x �rCz o Q (1) +) _ r (6 Ln 4--)O O� I ra l{_ C a--) +� O Lf)-P II 3 N O N 3 a n o a) - O - S- S_ Lf) Y _U II a I�FX '4� 771&AJ METE/C �kJv oi'KOX, /00 /\/0/C7/-4 r U Cr S4 P_ \ 2v + Z _._Zo _ TO A146AI) fa*!EbTi //I/ IA^/ ATiOA/ 3 �� (` ,'sic aC"�.OGcJ Ot` cam( , + Z a I ►U Z s [T'\\\-Jn7f /3/40•g" A4D . �V V�/,4L �A/57', /'r J;VEIC SC+'�EGUS. !Vl VAic%D.4L- - — AUToM,4T/C VALUE "?4-1AJ&1^0 ,-r-4 Z" 7Y/". Cer-41 L q� C - 2.3 .A /N57A- LL. /N /1-141A)/Ljl/H (fZ -5 2Gb /c;VC _, A4.IF :5/7-E ,4.--) 11,1 1,CAT,E4), L.4T60K4 . 6LA65a /4�0 f'I/G, /.L5F A� i v4:�Vc,47i-SO, • — - f�0/.t/? O� CONNP_CT/©N SEE CIE 7-A/L 2) ,d^4/,/ VALVE - 1�,IAV-/'' F',�OVIDOE 3 - R4/NL3'�/� M VX 3D VALVE KrYS :;iFe ,Ulf TAIL 22 7Nrzc�7' 45Z-OCK6 .5/ZE 146 fi QU//` L� . 2 cv, -c7 c_ C&4' , /A✓STAI-L A ALL U/ "i/Gw L vZA7' Hk�/Z , �c r�Af�c� � ,v AT E1,10 or- //vdiCATes f M9 TO �o Tttr4u mac , I PEMGE � i WWO u MY 09IVEWAY I — • c oNN� T c' ex/6T/Nq 3" Tee� ✓FPS/F�/ PEi�GaSF ,CG�C,r4T/4N . Double Check Valve Assembly L,, i ' �� +�I � 'TJ4�3 Po/NTi ff� �►,� co�vN�ScTio�v __� _ 20 Tv i"!A/w VAZ-VE 1-03ox rVl (6) LpN77'SOL w/i Ls AAID (oo'o/') � ,15 7IrA4G . IlAx& WATT Tlcvggr 4VIJ ExTeN.O TO GONT,�o�IaE,G A/ IV041U /'�eSTXkn0NJ 044r,, , .0 8 r-q� i < r > II S N H r N U) S- $•-. a a) a ai p r --_ o Z5 -- ---18 �� �- O / O U «5 z N ro 1] r, -0 I N v N � r �. (1) (U I I O L i S r N t{_ QLnO 4 4- -a O k O U) O 4- QJ E " S- r S - O QJ •r a-.� U - r6 cn O v) S -0 a1 O U n - U S. U al 3 3 ro U C*n4 O L lJ� L S.-O U Y o a LO N L(� l.0 M � aJ f N lu r roS- a, S_ r N i• — r As Quilt January 22, 1980 O 40 60 120 160 W k. O n OCX w r L" N W <3: ►-cnWa 0 Z J W z 0 W cc a' .. Z • 010 RK 0 z m 0 W H a W J a U W y7b i Q) Q 0 U U ro a) O Q) Q)0 4- s E � O N O Z r 4- _ I � 00 r _I M I N LO ^ N L ^ O = _ ro m = E ro - Q) � � Q1 D E a) O i 4- O O 4- M 4 _ N II 00 _I LO LO /�07 > ro pp ro 3 •^ Z � U E Q) 0— a) i O -0 4- 0- a--) pl Z . ro U -P U = N 4- +) a) O •r p Z d ro ro Z (3) Q) (3) (3) i •r E = 0- 0 O U i Z 4- 4- 3 •r Z ro E rn E I O Sz- Z •r l0 4- I� L X U = O a) I = I� > Q) Z - ro — -- (D 4.- Q) = O E O Z 4- 4- O a) :3 O Z N N (1) E I c O Q) - Z i 7 . - O 4- -o I� U I I 00 N I I k Ln O N N X O 11 O • > ro ro Z 4j ro O N ro 0- N i-� Q) Q) E O Z 7 U Q) r Q) L) Z O r Q U ro• a E ro Z O - Q) i N 3 -'z U O I Z O M O 0-4-- S.-i 4- 4- Q) O c i - I-_ O D r- U r II II i Q) Q) Q r- O U U 1C N _U Q) � O D' o N 4j aJ Q) N y o� a) � •r U Z U 5= r Q) O •- Q U i �•r O 4-- N r ro s Q1 r- a) U Z Z Q) •r � U 3 4- 4-3 -I--I r- C = ro •r O O I? (D a) O -P � i Z 3 4- O 41 _ O E S.- 0 : Z U U +-) -P co ro ro I I i Q) Q O U U (D ro 4- U r O N 10 Z r T3 U Z O 0 U O E 0 O Cn r ro 4- 4- E Q s - 4- O O LO 4- C C) 4- co OX I v _ LO 4-)Ln Iv U M > w O a) U > ro i a) ro U 4- o s :3 ro o ro 6 �.� E N U =� O Q L +-� r O E 4- i ro •r � O O _ E :3 O `- -- - _ -- 0- �- -) .,� r - I - 5- r •r 1 (15 - - co Q) 0 - = O l0 _ 4- Q)LO _0M� ro U - I (a) W (1) Z X r tl� i a1 O 4- ro E rO S.- 4-) O Z E 4- Z N > O 4- 3 U r •r oN LO - i U 4-)1 > E C) CD.— .r N N -6 a--) Q) I ILo II (U OE-- - - E 7) - 44, Q) > ro Q 3 O — F L7u > [� U(n Y ct N U � Z � _) o - 3 AS guilt January 22, 1980 0 a) Li -O ro a) i E O Z 4- co I - O t] ro Z7 Z ro a) Q) > � •r Z O 4- Z 4- 4- O Ib CY) — — - -- - - -- — — - - - — 4 X.- 0 Ri Q) ro ro > F- ro 40 80 120 160 1- W O Z� Z ILoo= 0�-wv <o Iz oW¢ 0w w + �w zr OU Q I 3 �w z Q u (Fri N z _0 _N w cr m n w Y U w U m z 3 a Iz 0 RS"JL,TO 4,01 AWSZO TZ A>✓ -2SWE0 O 1- IQG-�81g • aG -12 �, IW5TaLLGHNGWAAT LOC4 .44(4.GLA1I�I 'qlI A'70+ WU!rlV&47 SGHErA)LS - 6 4N6FE '10 eAV • 4 N619P 3"! - 96 (FULL. 0942 &) �AI�1l�IRn 37•I�G (pAI�T GI�tGLiE� 0 4- 0 co v 3 Ln 11 N Q 75 O U U O Q 4- O n O U O N 0 v M � T1 i Lr O + v 4 -> 4- o 4- LZ r Ol 4- - a 4- O N X 4- 4- O r r QJ 0- �� 4—E r l0 o >) r' 4- (n I S. r O Lc) L > ro r I 11 r Q- /7 > > (/ Z Zo As Built 0O�o� dZ January 22, 1980 I - j�� ��WQ cW _� W Z ►- r °u Q U)LL 0 40 BO 120 160 `�/' 0p � N K f- 3 Z 0Ir lowW Q u • Y J U) z 0 U) W cc m 0 w Y U W x V D LLI } m z 3 a CC a 6 0 z m 0 W F- a I O rir 0, 20 i SYMBOL HF-D 7nse [��_ : U< 3 QUANT I TY BOTANICAL NAME/COMMON NAME REMARKS' TREES Acer rub rum/Red Maple 1-3/4'' - 2" cal.,BB or BR,well branched 1-1/2" - 1-3/4" B.R. Aesculus carnea 'Briottii'/Red Horsechestnut 8' - 10' BB, branched 5'- 6' branched Cercis canadensis/Redbud 1-1/4'' - 1-1/2'' cal BB 1" - 1-1/4'' branched Cornus nuttallii/Pacific Dogwood 7' - 8' multi. -stemmed 5'- 6' multi -stemmed Crataegus phaen,jpyrum/Washington Thorn 2" - 2-1/4" BB 1-1/2'' - 1-3/4" Ginkgo biloba/Maidenhair Tree 4" cal. BB 2-1/2 - 3" /r°>? Magnolia grandiflora/Southern Magnolia 15 gal., 8' - 10' 15 gal. 8 - 10, Paulownia tomentosa/Empress Tree 8' - 10', BB 8' - 10',BB Fk,,u:; contorta/Shore Pine 150 @ 8' - 9' 150(3'-6') 8,, (7!81) 50 @ 9' - 10, 35 @ 10' -12' Platanus acerifolia/London Plane 2" - 2-1/2" BR, well branched 1_3/4"-2', BR - Pseudotsuga menziesii/Douglas fir 15 @ 8-91, 12 @ 10-12' 15 (5°-6')12(7'-81) — -- Quercus virginiana/Live Oak 15 gal., 8 - 10' 15 gal., 8 - 10' Salix babylonica/Weeping Willow 3" cal. BB or BR 2" cal. WStewartia pseudocamellia/Japanese Stewartia 5'- 6', BB - 6', BB - S H RU B S \LTF�-i LATE #5: 5HRU5 QILANTITY CHA?',JG-5 = fzEC UGe- ^' , , f3�/ 4O �� (51Zr= 5 TKO �N �(HE Cornus flaviramea/Yellowtwig Dogwood 3' 4', BR. 4'.triangular spacing Cornus stolonifera/Red-osier Dogwood 3' - 4' BR-4' triang.jl r spacing 'Cytisus 'Burkwoodii' l gal. 1211- 15'' - 4' triangular spacing r��Ai' Cytisus 'Dorothy Walpole'/Hybrid Brooms 1 gal, l2"- 15" - 4' triangular spacing Cytisus 'St. Marys' 1 gal. 12"- 15'' - 4' triat+gilar spacing _+Salix gracilistyla/Big Catkin Pussywillow 3' - 4' BR, Plant as shown. 75 Fuchsia magellonica 'Ricartoonii'/Hardy Fuchsia 1 gal. - 4' triangular spacing Forsythia Intermedia Spring Glory/Spring Glory 1�; r n�ul�r spacing Forsythia 3 4 BR r g P g -�2 Ilex cornuta bufordii/Buford Holly 1 gal, 12'' - 15"- 4' triangular spacing ��- Laburnum watereri/Golden chain 5' - 6', BB Plant as shown Hydrangea quercifolia/Oakleaf Hydrangea 2 - 3' BR - 4' triangular spacing . Ribes sanguineum/Red Flowering Currant 3 - 4', BR - 4' triangular spacing � 1 Spartium junceum/Spanish Broom 1 gal. 12'' - 15'- 4' triangular spacing -- 24J7 Spiraea thunbergii/Spiraea 2' - 3' BR - 4' triangular spacing t ' - 4' BR - ',ant as shown ��----17•- Sal ix purpurea/Purple Osier Willow 3 - - � =Syr inga vulgaris/Lilac 3' - 4',BR Plaint ;i shown r Viburnum opulus/European H-ighbus.h Granberry 3' - 4',BB Plant as shown - ��-- Ligustrum ovalifolium/California Privet 3' - 4' BR, (non -variegated) 4' triangular spacing As Built January 22, 1980 i 0 dw 120 ISO c 2 O Ln W Cr >I ml W Y L) iv • v `7 — - e�e� . . . . • • • —r—+— i _ � > •---; --y — • _ ��-T— T - •- — ��s�- �----T--. — � • • �� — i i • • _ `—:� • i —T—r • -s— T� ---->T 'i__� . . • '� � Z c • a . • • • - •,_— . _ _. . • • 1 ��w.nn....4• �.'�..-ti.v-.ob... •-,n-,--m-�^. --- -- . �. ,K. .- -' �'�--^--+,..-.�.�.� _..�----- _ `�_��� • ,.,.E+3t-ate+ �a.az^.� 'mot-��n -.. • • . Lai-`^'`n^�""'.w '"�• • ., . - -- - - • • V I • Y - ------------ EC�m ii1 FF \ 8 y C As Built j January 22, 1980 [_ O 40 E30 120 160 W O Z ~ z IL On (0 (�WQ C7W OU Q=moo 3 �W Z J U Z O w cc Wz LU FO U) Nz a JN Ix� �Z¢ W�m >W zm Q¢ �M � QLL WN QO N Cc ¢r� WHoo U a w 0 / (o y ~ / 1' * 1 O O 2 O �• : t LA K 2� N o210 ,- _— --- -= - — — — - ----- — — v � l Y r �►.Yy ♦. mot.. vA-�nM/�n,.y��1nM,�'f�Tl . � , R. y� As Built January 22, 1980 .77T.—.ti..��c..�.:. fix.-c-va.4Y.L.oC"•70�---- �.,,4-ca�ay..-L t� <--�+-t --�—_ --� = ., 0 p 40 SO 120 160 U Zt IL 0 0f U CC cr �wG �z�W 0 Z Q tOj � -9 Jn Z r m 0 w Y U w x U r m 2 a cc 0 AL. Wz W N Nz CL U) JI a3 ¢oW W m iW Zco m �a uN lio 0 Ln O) a0 Wra UuW 3i 22 " �F Ft 15Vb x 110yZ ULb SI.oPI N G 5AF x 2 CaL.511 3-OP►NO RADIU5 CORucRS I'/2'' 1�115x IG C1i.15 F 51/o" x IZ" GL J L A (2 ID 3x��O T ti G pEGKI N Gam' /q=� PLASH C GLAZING I(o GA, x 2" 5,5, w/ 1/f " 15UJ-YL SE771 NC0 5 A'f 7 EN 6FO 50-TH SIDES DLOCK A7 2 x ZA lUCoA. S.S. 5C REv�! ANGLE - 5%x 2 GL� �LOp1NG I I L Sn�><-7lll� 2ADIU5 C0(ZNEIZS 1'/2" 5 Co 1 500 HEAD- ---0- - 13 g. lD MITERS 0 co F-NE its 6 10 ---- t2)Sig'050Lls Ea. SIDs SAW CUT /#'WIDE DRIP I� ZZ GA.Ia F-LA6HO,4 a C0Nrl N UOU5 3 5X& -%, DEC4INe- W/2.466 EA,PLANK I�2 Le7x(0 X'; ISO �l lo?C(o p0 BEYOND RADIUS ALL CAP, C09NE- 1 I/21+_ZYP, Ii \ -3 (oX (o X Z) 5 5 0 50L15 t"rYo.) -- SEE PARiI AL P�LDG.SEGTION -A CON1N,70 TOP OF- WALL. FASCIA E 5/SXiiO/2 ' 6LU LAM 50 GONGI� �YON C CHAW1 EpaE6 PE CONT AROUND WALL K Z 5EVEL c0(2pE5 %e OVAL. '/2" PREMOULDED EXPANSION JC�I NZ MA'(ERILkL --- ----- 1YP CON[„ FLOOR SLAJD - - # 12 COUND r4F-AD S,S I '7 I- 07�1I WOOD SCREW W/ DISHED WASHER- 1) I 1, ID'I C ff'1 O.C. SET IN SffALANT - '� III- a° ----- ----- 'I i URN 13ATi=N I-)ovVN T ALLOW 1/4.n E-XFANSION %8" BUTYL - I S-x 10 --I- --' -3 -� 19.2 �- - --- .I ZC-C- CUPOLA FRAMING PLANS I I 1!4" �.A.S"G Calp,Z1� I I- "LL p I + m� M I I Im t I \\ 3Xc0 W/ \\ t 1 51Mn5oN HUc38 � ( \\ 1 � f EA, END I I R00t. PLAN F!�AMIN0 PLAN Cu# �o► A , Ag (2) 5/6d� WL1S kA, LE-& I 51/8 X I (v/Z G L.Pb ' 13 � t o� i N x oc�EN j - -- oC �_ k ING i� SEALANT—, I I �� I �� 4 �� I P12ovIDE v2"coNDUIT 3 IN WALL FOR':TO, I L 5X RADIUS _ I �, - CORNEIZS FIxZdfRE / IOr'Z CA Lb (H ' (rYP r-CRe � / x I C--2 L;fLCW SDvE OF PRECAST CONC, WALL. oil NO-TE ; oP FCNICSHEL-Teg AL1�Ns w Krz5T41 I 61LU-L,, / Li �I 2-U- // ; II �i L.LJJ-LA,AA A7 NEC NO II IlP. _ �}"C0N ,SLAp0NRADE NON -SLIP FINISH 5L0 p I I I I� { _ 1p°STEPS �R PLAN % ROOF: �r"�wIN� PLAN FOR ELECTRICAL SEE SHEET 1(4 A PF(L►METER CONG,�OC�E L - 13 , STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT DIRK JONG&JAM CERTIIICATE NO. e P12ECAST CONC.i�,� N/AL,1.5 CN'pu�FE� ALL ��� �Q cNIC CA 15 rl° -DR a .W f-- 0 d V tY — �KYLiC�rfii rf In z m� m 0 w X U w U h m z a 0 0 z to 0 w Q Il Il U (P N N W w SI-E PLAN FOIL LOCATION - - _- - (2�.4 FASCIA Al ENDS ALSO) / - Zi GSM®N ""? � O �� C+�ANI EIS _ - - - --- - - IAT eA, WALL -- - 2-�'S,c2'-OBI / PAINT STRIPE --_ REBAR ANGHOR5 WELDED (o"FIR PI-rWALL w/ -P�iNT STwQE w 70 FLANC�I-IS ,i 3QI'/- C, Eq,WAY } 5c12 o.c. CRAM R ALL FOC�ES 3/qi1 ul°12ECA5"t vERT. P12C-CA57 W 8 CONC• WALL - �oFwALL 3 C MF ED 5 n e L II /4 HA ER I@ o d PANS CHAMFER ALL eDC�ES 3,�- W 2*5 T 2 2 �J I FILLER ROD- I I W�S.5C0 Ln s SLOPS I I L z Q� _ ` scow W O -J 1 1i3.5 III-�y� TYPEkwo'LL co �N 1 -�9A�" -----yfe(t) SHIM 0 :. __ W W/ 2 - 5AR 5A 1/4 _ � c, � - LEVEI. AhIE� BO?TOM OF P1C�, clp _ - - .'2 > L :..... - - SOILSEPARAToR �} — -- — — � .M�LARf i P I — - - — -- — -- CoRANULAR FILL N. ANCHORSI:MP�CDDED a0 3/I '(}{ENFIILV� EL.EY 1�.DD IN ZoPOP FTC , ------ yJ CONIC, GRO� -C coMP GrZaNULAR FILL. ," T�16) o�p ��C S�R��,fy'f�, Q (I I SiRUGTu9AL_ FILL '� 5U ( L0311 NCI ELO�:'V�� ll N �° \��' G� o � c L I� :.a 1 0 2 CY Q- YYP. rT�. �1AL 51JI�.,DI NO ISEGT10t 1 A , W �_- a C�TI LJWALLA Gi�c�2 $WALI.ANGHo2 �41= I�-OI 13 Janguaryt22, 1980 o��X3110 �\�� UW 4 ( I A L I-0 N I v (2 ANCHORS PEt� s� N A �� I� I�2iIL I—oiI WALL) - CONC. FL=Z ►0� PIC 4 G5HEtTEiz /2" PPC-NAOULDcD W/Cv 4- W,WFI EXPANSION JOINT MA7C-('IAL 144 I a0 IT loll COMP �RANULAtLFILL�� 2 PEi�IME�E� CONC, EO�E 14 !2'' o ---TREA7GD 4�c4 SLEEPER _� /op E I�A�I� GII.AZaNI� 1411Y_ 25'_IIII 11-3I/2''L 31- 4'I GYP. 0 Vq' PLAS71 C GLAVI`4&1 r i W INDOVV F12AME' FROM 3><3'S(SEtr ELEYS, FofZ a(} " I,bCATIQNS) W/ I x I APPLIED ' ' 9D,55E7 1 x 2 APPLIED STOP, W/'/a" 5LIT-fL TINC� STOPPED - -- - ---- `c' 22 Ok&r FLASH COUI�ITEIR FLASH LI - WOOD -SH1tQ0LE 2_2&A.&.1, FLASHINE �� � 3 x (a Tf�C� OEGKIN� --�• ,, 2 x I o FASCIA v 1Z f�SOI.'r5 W/ t i EG W GOILIN 6 \ I ` SEE tLEV. FOK • ,�\ Ali LOGAi►ON / ----WOOD 5N1 NeLE5 T I� FCL"T 7i�G DECKING _ �\ 2- 406 EA, PLANK N d- ' L- Lr> POST 22&A,GI FLASHING li KEQF bH K I,I � - - - • CONT►>JLlOL15 NAILER •PIZOM FI15EP\OLA55 WALL PANELS �I 4x 5/� cF ---- - - - - a (JOINTS AT 24 o,C,) ON 5OLTS W/7--C-2W /2i1 P_Ll'WD, S�i�PtTHIN� COIL 1�15&R't5 FAIN'vRM �N - TYPICAL Al PUBLIC SIDE OF 2 -o ,��1 INTERIOR WOOS? STUO ' /ALL " �!2 "oM /AL--TYP, SURFACES . S � AfdTIT10NS - OILET W/ PLASTIC LAMINATE PRECASZ 6' CONC,WALL E=-INISH� POSEt� X E00C-6 _ LAV (9 / / GouN7EK - i Q' SLOPE 4'%;T. I 15a groLASS G-t WALL, I'�ANE•L COL ! c) JOIN'( T101 r� I yj' SERVIGe 10 ELD&, SEE iRIZI OA110N PLAN P2ovI�E 2-�'4'PLYwa PRovIDEAPPROVED SHELVES ON 2K4 PRESSURE REI�UCINdo CLEAT5 EA, 5lDE VALVE, II=REQukRED - `' ONE 3l0" 4ONc- 1'8" y�j''sTOP `HASTE STATE OF A13oVE F Oc7R — — �- WASHINGTOM INCONC,VAIVC-PD,c REGISTERED (pxLOCOL.� PAVINt�' (p)(bCOL. LANDS�APE ARCHITECT - c °p - CDIdE f A , t 45ARAE PIPS M DIRK JONGEJAN _ CERTIFICATE NO, S T? HOLOER - rJE ?,P. HoI DE C, _a Rou I(� d �+oI.DER 9 vg /f "r F/XSIII�E L AN) lNA1E a TY , ti I 4N HIGH FtELVE%A MEDIUM LE'TE(�5 =r_ MEN` �• � `�' ( I ppNpRFIWaIMENu aN wamaNS 0=9 I PAI, WT WtitTI✓ C7tZANLILAR PILL. - IIII _ ----- STRUCTURAL FILLA. I �_ 1 II .� 4 comf EXIST• UIL DING S'TlE�iCTION(A-A NOTE% TO SHOW CUPOLA 7ED 14- 4-y- 5 CONC. CLJ(ZP� /4'CCINC LAB W/ u WOOD Co Lo l.4 ir4 w,v✓F. uA 5 STUD �wi�LLS I /4 ' 3/4 VENT HOLES 7HRu CUP-5 @ I nvO,c, TQP OF dI SEE ELEVS, FOR LOCAT ELEV. 20•6v curb - N �. SL EFL - ::°� 20.1 ._.� a.' ' j(' �•j�� �a(� X % ��0 x� _ K---.X A-X X-X-----y �i��_'i► �ri,� HA�V91'F(1--�jfarlrj; Wl'�5�'L4 'D,L ate, SEE RAKE SET 1. 5LOC-51,SECT AIA SEE P LD&, SECT, A-4 100 FOR fbACICFI L L iZEQu►2EMENTS 2-*�4 ICod_ FAR71AL. fbUILC LINO 5Z—C70N B- 3/411= I'-O� NoTG ; SECTION IS ols'Totz��D To TfP, �� ..II III : 2-�X5 RE>3 CZIANGI-IORS `/2'' + SHIM LF_VEL. �� 3/r}"� IRO lC'� OAR 4 DrNPAGK FILLER EXSIDE Q ^. I 1 ° (2) e)AR �x'/4ANGHORS •• PROVIDES) I''-(o" FROM - '� EA, END OF 1P.A, PANEL P al%. b OP 000R OPENING /1Z11co1i-0II or COL, q" _ C�LAZI NCB -SEE SECT ION e) L ---� I ---- _ - 4xlo GUT P05T AT To P - - - - - %2° Iwuori SAWN PLYWOOD AROUND - ELEv, II II_I_aI FLAN 4 FAIN' j 5T{�l E CONE. WAL L (PRE CAST) — CS@ FACE OF 4,u v I'%'' 14' PLASZ IG �l.A lt�la Sr•IINC-7LE5 -2x10 FAS�iA _60u 4.W = VENT HOLES SEE SECTION 5 ' 6 N OR7 H W E-5T E L EVATI o N � O U I N EAST 0�r. ENT'HOLE5 SE -•SECT 51B. — — - — �- N0I2TH EAST ELEVATION w,C., I i URINAL - — x � �F -2 Cc Gvl, ELe 1--ax6o Go bRA►N -q INrLoaR . N S L.A5 (-Typ, &D q T LAV, 1SFAMOARGA) LAV ortceR vALL T DRYER I �• F � gI. p l xIIIE3/D0�12 —$-� `I XTURE -r- P F-� W FLGO/ fOAS_ I4 LAMINXE: -00NC.6LA5 W, I 1 CLADDING (7YPF0R3) NON 5LIP s1v R k � r i l it 1I- /2 4- I 4 1 4 2 z p 1 Ile 11 I II FLOOF, PLAN V4 I� r-09 C LECTRIGAL SCE SHM 140 IL1,i I- I1211 121 �" FOOF- FFsAN 4x� /4" = 1'- O u Hue.. -W r--Aji�wff, I PLAST I C 50U7H WEST ELEVAMON m z 0 Fn > W m m 0 W Y U W U 'ol r m z a 0 0 z m 0 V LW � � J a on >0 WOOD SNIN&LES 12 Quo J I 4''HICoH5RONZE /I�\ .� - NELVETICA LETTERS 0 N MC-N � WOMAN Q 2x10 PASCIA . CAINT 5TR1PC H GONG, WALL W (PRECAST; 0 m CHAMFER Go�ES �i4 ` W Ln W z LL o� -- W N O.McLARE,/ I0 Ln r oNz y&c 9�� OWA 1 0 s 99 I QPA 'I/0N Al �� W 31/9x4c' OLU-LAM PIcKETs @ "o.c, SEE DETAIL (D FOKN07ES Aims — QIZ) 54't ANCHO( S PER CARRIAGE c: 'STAIR CARRIAGE )r" 7 31'e'xLd"L;,:.u-L41\3 (EASE EOCGE5) 5/804'A.BOLT- ONEq" FROM EA,END4 ONE CENTERED / FROM WELDED ~ C 12x25 CARRIAGE $OLi @>=A,S�AIRZREAD 4 N (2) 5/61 Lv c I Z x 25 _ ARRIA&E 5OLTS 15 • 4l I `j -- W/(2) 5/2)"eP ANCHORS -OWE L - ----q"FROM - -- EA, ENO ONE CENTERS t It == 15 1/ell.I_ C Eb RISER AD ,,� D Oil I 15 7KeAD 5HAPE AS REQUAw METAL STAiK e)6FE711Y PW64, G.S, ML Al. BREW r-;OM AbovC. r N EXT TAD 15 I%2'=I`d 9 3-,•V i --- — 7y4"X3i4'CHA R PAINT 57RIPE -F-ORM W/ 141.2 EEVEI. E-c*E51/64 FOIC RE MOVA L --TYP ) 7YFCAL RAIN dR 15 I'/2'' = I `- L NOOO SHINGLES 5%2" EXPOSURE 15� INTERLAYMENT � 3K(p T£DECkNl&\ (=LASHING —� 2c (D �ASCaA I1' K G(tF SACK,' rJ.lay' VGr9G 1D 1A// I rL 5AR 3" * */ 'MITER � WELD CORNER �C2" LQC2 SCIZEVV 3/g� (o' GLu-LAM e�P EASE ED6E5) -- BAR 3A3/g (C�RINO co��s sMooTH) 3/41 ■ ROD @ 9" o. c, — 5A9 3 x 3/8 (CONT.) \ %8 - I�.ATFrD1�M SEA. � - FRAN11 I 5/8'1�) A. 50LT5 @ 1610,C,(CENTER EC-?WEEN EVERY 1 07HE9 PICKET) CUKB FRC►M 3x(v 22C�A, CAP FLASH N GA� FLASHING'. \ II If — ���'� �Yp 5 PL) Id 2 - 5/ 5 0 Z-OL Q r--a. CONN. L `O \ n X 11"4- �11 v_ LO ' EACH 511DE W/ Cp ec`L.-% EA L-EL PLAN OF DE7_7 PICKET 4 - I • � Q I C 15 I" : II_o,l � w w 31�2* (TYP,) F1N15NCL� �ORAaE s,.ev, 5KY L I &HT WOOp SHIN&LES 3xlo g" CONC. WALL. SOUTH EAeT ELE.VAMON NORTH WEiE:-)7 ELEVA-TiON OPP, HAND V = I'- d' 12 22(;7A,C,I FLASHING 3LoPEY4/F7, 3 k4ol4i& t=GKINCo�"' --1;7�77 'jREATEO 2><4 � Wy (2 4)> 10 A. 8OVS AM) Y 10 (2) 2AC I - 8 14 I 5 15 42" HIGH HANDRAIL eOUTH WE-57 ELEyAToN 1/411= 1'-04 Top 0 F CONC O 0 0 �I Lj ' PAINT STRIPC - - -- — PAINT 61-RJP —=- CONE, WAt is I. 1it —s - -T cC3MP. GftANtJ LAR FILL-- • \�\ 1-3'-D"A 12'-d'412'THICKCONC, MAT W/ - \� STRUGTUiZ�L Fill. �� 5T BS ,o,c. 7o MAT H \/MiiCrAL WALOM L NO C�-T H EP�6T EL EyA�-T` IDN �24" sT EEL %}-'' =1'- O" COMPACT EXIST, SU150RAD& 5UI LING SEC71ON A —A - 1/4,1, It oil L 4A404 xO'- (P 3/bx4A0'--7"w/ 811CONCWALL g"caNc. Vv/ 1� 4 A 4 x '/4 q K 2'-0" ANCHOlz WALL 2-1X10"� g. i W/(2)5/g"C an (Z)ft/4x5o$0'4' � (2) /S P�OLiS E A . L ECG WA2? 5�" BOLTS / FOR OTHER 1 PLACES) HF10E AQ 0075 �P 5 NOTES SEE l - - 3 DETAIL -I-15 \ p � 5)e04" A. o T _ 1 3/4''C4AIviP>✓2=GYP, a �75 LOA 4`9 A l4 W/#4x''_o PLATE (o >l4x'/44 (2) 5/S L' 001.FS RADIUS CORNE>Za 2 �.Y4XloX�•Id' � N ' . 51CYL1GHT FLASHING \ 1►0 1 c 12x25 STARCAR'RIA6,E 9-I 101 FILLWRNERWf-iS3*1,W1 - COVER tA71010W LIJALL c ki SILYLIG'HT I2" _ � I- I UPI 12�1 AROUN O-C�RINt7 4„ z 2 10 0__, I � 101 cncq CP o (5, Q ILLI WGY�D 5H I NU L�5 f'Likc�LU '� r �E / I o, 15 ► 5 Q -- - - - - • --- - I fu 3,- lu * � I -t i 04 • 75 5 jx%4 COWMN I SLIDE POLE • I5 in 7_.. 5@ 12"o.c, 4 q � I . VeRT 2 'I - = !' A ACID cn _y�l(,�D NANDRaIL 1� I I2 --- o 'I uP # 59 15" HD+ZIZON"rA�►.- . • PAINT 5TRI p� - I -�' — FIN. C-RADE 7 ,� 14*0 7 Vf�CAI- r-AV/N�i I 3TE5 S (a' OC • ' 1YQ � 4 Cr��UMN 5UiZ o GDNGICLG WALL.$ — _ _ _ 131-011,c 12'-O" X It" CONE. MAT 51:E P UILDINv SECTION A -A ch ,4iI _ ►'_0'1Uj Ii1 I q I 11 � Uj z • 5-a 8-tv 3-O Uj �- m iNSIDE FACE OF w 3x 10 ABOVELU ' Y U - : - RooF F�A/v?aVG I �Icn - -- - - - - r i �! • a w � •- 4rrp`u' ��� r I � -- � 5 @ �O O G N'�ZTG,.E ' a[O 7 6 1@_ly' ,c' IZ• J -- -_ 11 �rUj � = i 0� CONC. ntAr SEE Io I• I AA di ► � � � r S1-�T /Io FOR LNG ; I2 1. I � ; zz -m C I4,�I(o151413 1• m SLIDE hOLE to O 1 I 2#5 vERT Uj O Q W 4-2 HD1'I L, WOO D IeAI � - • I � F- D ,13 14 IS �2 I„_ILO I 15 W ICO NSDX 10E E) W LtV5L FLANZ_ it = II-10 11 %41 PLA5'(IC CKAZIN(v vNISIMPSON HUCINP eA, END W ll S 1 12 15 - I3LQ _ 15 75 to k �p �_ /4 \ - 8"CdNC• WALL UNDER (3Q �_ _ _ I'>m 3: Mz a VL � RADIu�COFZNERS ►'/�,'► �XIC-1; FLAT �' 6o1T �EaO I(o --- SLOPE 1/4i1/r't, oil As Built January 22, 1980 4@ rV 0 EA,\NA-� -rap 6 50 TOM - TYf' 5 >3 s Ec7 ioN A FAIN OUZWARO FROM INTER iq2 SUPPORT S�CTIoN � �— —w— �SEct�aN c - • -_ 3 ( too TFN05AS5HOWN) i -44C 12' o, E-A WAY ITOP 4 501TTO M - "T I T`rPIGAL. SECTION AT COLUMNS SEAM 15•3 015,5F.F.-VA710N TOWER DFN-L6 L E C _7 CA� PANEL SCHEDULE NO. LOCATION: EST SERVING:I'ZE'S7(�M.gIELR � A 1 '� 3 ' ' 5 9 ' 11 13_ 15- 17 19 21 — 23 � �25_ B �- 2 '� 4 6 8 10 12 _14 16 18 _20 22 '�-24 30 I2o/ IaC� 2�-o AMP VOLTS I WIRE MAIN I�KEAK�R CIRCUIT DESCRIPTION KVAAMP AMP KVA CIRCUIT DESCRIPTION RC-STRM, PIPE CHASE LIGHTS , RECPL TORK �l40� PA7H wA`( LT, CONTACT, NAND DRYER RE5TRG17M SPA K E HEAT MAT NALL HFATr=g AR,eA L1C7HZS A 11 AREA LIGHTS vi S PAGE ON L~{(�29 ,5 . I i•D 0,40 1,5 1,4 2O 20 1 5 8 1,0 C.w (,l 0,� �'.S r Re51 ¢M, LI(0►�15--FORK 7200 PICNIC SHELTER LIGHTS HANQFZYER RESTROOM SPAK5 510A Ice HEAT MA? " AREA LIGHTS AREA I.IcvH-t5 n " SPACE ONL-,( �F-26 CONNECTED LOAD: DEMAND: �00 `?o 1 IA- KVA 441 AMPS DEMAND LOAD: KVA AMPS o� I � 1 - �-- (F A �11) F dt' I � �-- — III �2 --1 �-- — — 11 — --1 - G&x8, i �F_ /0 iII I II �x lrL SLOPE I I; 140R12 , L8 2- 51 +�0e� 7HR8 E BLEC-7 3" 9ADI L45 EXPOSc-0 3" 9 � � GOKNERS 8 x a x 318 5 III= II -oil SF_E 0ET5A7HI55HT �gR2x�/gWELDED F4R ADDITIONAL i�. TO KERF 7HRLI TO BE WELoeo XTZOP D DECK 2x4-PLA7E) 4x69P057 SEE oET,1, SNT /4 39 I „oF,6/01<co"WIDc BLOCK * j I OCK OU7 -3/4'' CHAMFER-7Y�' ATE xPOSEO EDGES G cc-2 wco�c INSERTS 1 8 "cavC, WA L L �I f 11 �}7 NIP FRAM INCH �,�CH EDLaL� �/" ' *3 �@121I -I n12 2- 57 e? ___ SEE 3Cl/GD/NG � FORNOrEs- � >?�•2 8x�2 2 5T6e;, *3C�@12� -'0 8x 12 2- 8 7.357 @ 12� (ENDD] 2- � ��@ P)" I+ iWEEN wAtl �- I+ 2 513, 5 8x1� 2- ST 5L944 2'I ToKK 1100z m ?ADIUS END I%2" -r(p 3"x3/a" E5AR WF�o �e PIPE :AI' ('IPC- ENO /4'Nom,(:t EXTKA ZRotj(o PIPE HREADED COUPLING 'INISHED GRADE ONG, MAT �3 ANCHOR v 14 SLIDE POL E 12oV,/240 v, M coNAG OK CDILS 1oleK * 7200 REST PIo, C L?I�S Sig-{i5iZ ELECTRICAL KEY MO METF_2 1 PARTIAL WRNO DTAIL-_ MAIN PANEL Ilk' ND SGALF, M L1(vI-TING? 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