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HomeMy WebLinkAboutPlan, Final APPLICANT 4/9/2009m � Z HIGH SITE PLAN 'FOR. t : O /L 10 z IL co 0 w UR f` � � � o z TN STav Ro --- Z E_ if n P, TA T PA RK JACK B y GS to w n Q '� ? F ST = $ � j ESTtto w� ES y—W LEGEND , w m o. ST � FIRE HYDRANT r, ST cn ©ST Bus STOP o A ST a T A ST � 'a cra co rTHURSTON TATI N 0 cn , VICINIf .' 1�f��.P SCALE: I �� =z000� Q o t .LEGEND DESIGN TE.� SHEET INDEX � PROJECT BOUNDARY FENCE OWNER/ WILLAMALANE PARK AND SHEET CO COVER SHEET APPLICANT/ RECREA TION DISTRICT PROPOSED FENCE SHEET Cl SITE ASSESSMENT OF PLANNER 250 S. 32ND STREET CURB EXISTING CONDITIONS SPRINGFIELD. OREGON 9 74 78 ENTIRE SITE PROPOSED CURB CONTACT REBECCA GERSHOW EDGE OF AC (541 ) 736 -4052 SHEET C2 SITE ASSESSMENT OF RebeccoGOwillomolone.©rg EXISTING CONDITIONS PROPOSED EDGE OF AC DEMOLITION AREA EASEMENT LANDSCAPE WILLAMALANE PARK AND SHEET C3 PHASE 1 SITE AND CONCRETE ARCHITECT RE'CREA TION DISTRICT ...! .• - . 4 .� PROPOSED CONCRETE 250 S 32ND STREET UTILITIES PLAN WEST 1�oR TION � SPRINGFIELD. OREGON 9 74 78 C r.'.>> BUILDING To REMAIN �.. • - � CONTACT JAKE R{SLEY J SHEET C3.1 PHASE 1 GRADING PLAN ' PATH � � - �• PROPOSED BUILDING (541 ) 736 -4044 WEST PORTION z ... DRAINAGE WAY JokeROwillomolone.or � g NA SHEET C4 PHASE l SITE AND W Pi4ASE BOUNDARY --.,. AREA UTILITIES PLAN � CIVIL /TRAFFIC BRANCH ENGINEERING. INC. �► "A RIGHT of WAY ENGINEER A ND 310 5TH STREET EAST PORTION W >-- N FENCED OFF SITE PROPERTY LINES J . ... �...... DOG PARK SURVEYOR SPRINGFIELD. OR 97477 � C�J SHEET C5 PHASE 2 SITE, UTILITIES, .i ........,.. ON SITE PROPERTY LINES CONTACT: DAMIEN GILBERT, P.E. LLI AND GRADING PLAN �"� •. • ,-SA SE l GRAVEL PATH 1541) 746-0637 Z Z WEST PORTION -.� ° a l w PATH ``°� Q domien @bronchen ineerin .com W C P14A SE 2 GRAVEL PATH g 9 --`. � SHEET C6 PHASE 2 SITE PLAN rM cv PHASE I GRAVEL SERVICE ROAD � CL Co o • � ? � EAST POR TION © ,} SHEET E{ LIGHTING PLAN PATH -- . SHEET E2 LIGHTING PHOTOMETRICS o -... ot �., SHEET L! PLANTING PLAN CL ca t.t.. NATURAL C) AREA -SHEET L2 1RRIGA TION PLAN t Q. PATH MINA - - -- d Cry I- I I # f 1 I I , W Q �; L9 Lo I 1 PHASE 2 PARKING '�'~� ,� ��, o � C w FL co 17 gyp° _ - -- 62ND T. PLAY i BASKETBALL GROUND . ;. fi I r } } C.3 COURT w E '� PARKING �. s I } , , 0 •� � U 1 # �ij RESTROOM Y EXISTING PARKING ��_. ., o •�, e VOLLEYBALL. } }�} . - p COURT - :. } EXISTING ° PHASE �2 / SWIM CENTER r. -� 0 Cp LLt ,� : '. PARKING c . 7 • <' ` • m5 I PICNIC NATURAL �:.• � - � . �-- � w � o � �, � v o _--- AREA AREA � rn{ o -'' co Q _ t.? O t -- --''"" DATE JAN 12, 2009 .q EXISTING. ENTRANCE- ---6l, S'. SCALE = 100 Q3 +, DRAWN ARSE f1ALD BY + GRAPHIC SCALE DESIGNER DG 1 o0 0 50 100 200 CHECKED GM z I Q BY W c nv FEET PROJECT 07 -287 NUMBER # n SHEET NO. Q t Re 2 ,1. r r Final S i�t� — r — 20O OF 1 SHEET(S) 1101 AND TAX MAP 17 02 34 21. TAX LOTS 400 1 o - TAX MAP { 7 02 2 7. TAX LOTS { 004�� IV LY ME N N 0 i �A L- �A C �W�_ Po Z Q Q p p a a LEG SITE I1 �l �'A z o LEGEND, ow PROJECT BOUNDARY -E- ELECTRIC LINE -` z E_- - FENCE ---G- GAS LINE FWOD PLAN w o 0 BASED ON FLOOD INSURANCE RATE MAP NO. rn _ - ce- CURB — -T- __ TEL LINE 41039CII66 F, MOST OF THIS PROPERTY IS m EDGE OF AC -FO- ___ FIBER OPTIC CABLE OUTSIDE THE 500 YEAR FLOOD PLAIN. A PORTION AT THE NORTH OF THE PROPERTY IS EA SEMEN T __ _ -W- --- WA TER LINE WITHIN A 100 YEAR FL OOD WA Y AREA WITH .. SIGN --F- FIRE LINE BASE FLOOD ELEVATION DETERMINED. LIGHT POLE WITH ARM .WW WASTEWATER SEWER o � SITE LIGHT POLE __..... -ST__ _ STORMWA TER SEWER t olL T"Es - -�- POWER POLE DRAINAGE WAY ACCORDING TO THE SOILS SURVEY OF LANE T EXISTING COUNTY, THE EX S G SOILS ARE AS © ELECTRIC BOX GRADE BREAK FOLLOWS: t� .WATER VALVE 5 YEAR TIME OF TRAVEL (22) CAMAS GRA VEL L Y SANDY LOAM. THIS SOIL HAS A HIGH WATER TABLE DEPTH OF FIRE HYDRANT =0 mm 10 YEAR TIME OF TRA VEL OF >6. C� ® MANHOLE _ ... ,.. CITY LIMITS LINE t25) CHAPMAN URBAN LAND COMPLEX. THIS o SOIL HAS A HIGH WATER DEPTH OF > 6. CL CURB INLET URBAN GROWTH BOUNDARY (29) CLOQUATO SILT LOAM. THIS SOIL HAS CATCH BASIN TOT TIME OF TRAVEL A HIGH WATER DEPTH OF > 6. (48) FLUVENTS, NEARLY LEVEL AREA DRAIN PLO PUBLIC LAND AND OPENSPACE ZONE (96) NEWBERG LOAM. THIS SOIL HAS A HIGH _ �_._..... , . LDR LOW DENSITY RESIDENTIAL ZONE WATER DEPTH OF >6 0 . CONCRETE Q BUILDING TO REMAIN E30 EXCLUSIVE FARM USE ZONE PROTEC77ON EXISTING EVERGREEN TREE EX GRAVEL ACCESS ROAD AS ILLUSTRATED IN THE WELLHEAD EXISTING DECIDUOUS TREE PROTECTION AREAS MAP. PORTIONS OF THIS SITE ARE WITHIN THE 2. 5 AND 10 YR. TIME TREE TO BE REMOVED OF TRAVEL TO PLATT 2 AND THE 5 AND lO YR. TIME OF TRAVEL TO THURSTON MIDDLE � ' \2 p SCHOOL. Q 2 "� ha o� T3 �� v� THURSTON MIDDLE SCHOOL WATERCOiM +S Qti0 1 THE WATER QUALITY LIMITED WATERCOURSE 'C[ � <-- MAP NAMES THE STREAM AT THE NORTH F THE SITE AS SOUTH CEDAR CREEK �.. � �` � • ` °f TOt �• ,- _ AND CALLS IT OUT AS A .WATER QUALITY 2 YR TO PLATT 2I, t LIMITED WATERCOURSE ( <IOOOcfs). THE , •.. . RIPARIAN CORRIDOR IS 50 �E. 680' LONG-- ---,a�, DRAINAGE- -SWALE j_.... - <s� © a F%^— �► cr- clz a p •; jm A, a �, i ' t, EXISTING _4� Qti i �.-� ,° `� 6 CHAIN 0 `.,. ` ' . .�.g LINK FENCE 0''`r , RIPARIAN t''- ---'` �� ° �� ` • `°, Av t , •: It ,w. '•,„ ` r \I \02 cam 01 �.r o � Z -� �.,� o�- -�w- �`A ,� EXISTING i YR 11 M � � _�'` � 4 1 6 CHAIN EWEB ELECTRIC/ a P�-P� w..v.3,�„ S LINK FENCE '\�' ��' s o f r� caMMUA rforvs y �� t �. L ���a�"� � V• y�� �. ..• !�� � �� 'ftw 4wzj j, !mom _.� - -=— —— - _- — _— __ �.— _. - ---- - - - - -- COUNTY - -- -------- -- ---- -- Jp_. [/y _ :^�J i _ _ EASEMENT . r,- '''•��� _.. ..`.#.".�;d±,.s aK •" •'Ps.Y- •''a' a`ti,*'',., . •x.s 'n —_— r — ;> - ... `' ., ._. . . w ' ST _ 7_77 — -. i � CITY EXISTING 2 PRIVATE INGRESS- EGRESS AND UTILITY EASEMENT A TBT WIRELESS TELEPHONE p O p,0 . 1 BENEFITING TL 1000 EASEMENT FULL BOX �` 3 �T_. AND TL 1003 A Td T WIRELESS O ,� , . ®.-_� M -' , - -� _� — `` �v 't EASEMENT � ` CIO". �° _ - � ° - � •10° WW— '157 , ,� o .. ..,...- _ ` O u ( 10 F �� ==8 W==== � 1 n 6tny '°. . I S ~` 5 N FIRE �� FIRE HYDRANT HYDRANT .. m co ST 4Ll.s � 44' PAVING 7 M17 JJ I R` -' Ik opt p 1 SIR �,,. X G ��' EXISTING Ac PARKING - EXISTING WATER TL 408 IO" ST VAULT O � � ,. FIR � ,4 \�• r f �. .. -t- 0 �0 - _ I ` -\ _ .'., i (2) I � Q r.. P '`a; ,c i •'J i `V �:r j` ._L �'A 7 { 1 1 1 z ,__ - �-p� AQ �, \ � INGRESS- EGRESS EASEMENT �v 3 r - -- BENEFITING TAX LOTS 1000 AND EXISTING 1003 OVER EXISTING DIRT ROAD I EXISTING 711 nW � : �2 t ! �' 38.700 SF co 6 CHAIN -p ` } SWIM CENTER ; 1 -E,, X02 - L INK FENCE 1 _ - { ;109 j TO REMAIN ,o r � � I ,, t t TRSTON RD.;_.,= Fw 6100 HU . I f O �Q �`, ' EWER ACCESS EASEMENT r -: ti oat , SCREENED TRASH �r,SrON TO . .. •- ;: Nw:, t T BUS 00 ENCL OSURE (6 NI, S? .•.., 3 S T 4 OP _ _.WIRE FENCE .. .... oft IMM EXISTING 3 �: - �ti o�� P ENTRANCE l, _ v ..., SIGN p0 p/j,,.. 4_ �v... o�'C' t } rr "•� ` �vt,�, / 1 \©J`tC` `,\ o� -4O, \ ` 1 { ek? M 1 •,M.+'"'nwr \?/A `..».- a ,��, �� ��: _ t_.. ��., ',- --''" ��. ,� ``� EXISTING ENTRANCE �- V.Ill �. �... M . a _ CIT��: 12" ST- .,,....G* z COUNTY EXISTI 5' W REG 70 R/ i FENCEj N GRAPHIC SCALE _, a 02 ' 3 a \o o� I 1 o 1-11 z 100 0 50 100 200 A\\/ I i I OZ co w E tN FEET) - 1 ��\ 1 1 Q J 00 N TAX MAP 17- 02 -27, TAX LOTS 1004 1 t 01 AND TAX MAP 17- 02- 34 -21, TAX LOTS 400 d 1200 O o O N �0 N p Ljj:z Zr--. Lu Q Lu :z z: 0i: LLJ V) Lj /// Lu �-- LLJ F•.. CL -�. �V) �V) WW CL O 41 o O C'- ,:I N 0 � %- w • � QD U O � U t` -�4 0 0 �-+ G4 Mtn DATE JAN 12, 2009 SCALE 1 " = 100' DRAWN ARS /MLD BY DESIGNER DG CHECKED GM BY PROJECT N UMBER O7 287 SHEET NO. OF 12 SHEET(S) m � cc LAJ Q o °a a W to 'r z cn EXISTING UTILITY Off,' 02' r� V VAUL 7 �'�� OrL 00 �,0 �'�' � z F- 1 (APPROX �� �\ W 0 LOCATION) w x1\/ - p= — \ti W W 3Qn �X. ST MN EX. ST MN EXISTING Ix co RIM505.8 + / - ST 5- , � � _v x RIM =507.7 + /- 6' CHAIN If �- . � - + _ 21" FL(S) =499,8 + / LINK FENCE - Ev 30 FL�'N)�4.9.9.Q +/- � �'�� 2T" FL(N) =499.7 + /- EWEB ELECTRIC/ o _ COMMUNtCA T10NS W N __.. - .n.`w"'- -.a...4 _ EASEMENT co • , :. .. , e ', •�.w...ri . � —.' Tom_.. ... , w • .. .' >. ,.. - ice►'- ....i..., �.. - .., • / .,. _ _' �� ri ins � —"��'— — _,,,,.,«. _ - .. ,. L�XIST. GRAVEL _ , ROAD -.�.. _ GEND . - _,may..,„., .....w+..- .A...• t •u v .. - , ! ! i i ! ..• ' '..,.. -t_.' ... - :, .. a '. .. ...-' ::. ytie ...: �I r ! - ! !. ! ! ! !• ! ! !' w ! a ! ! ... - ! i ! i ! .... ! i Iil1!! i ! .lr - w,w .1r7•r ice. i. l.r• ! . +, - - � - - ~--- :, --- — — —. — -- — — — --- PROJECT BOUNDARY — ..;, REMCiV CURB AND 9 ',:' ,` .u..r .�,... +_..,..« a_�.'rn "_z • � ..—.. �.r+.�. /" a,+x•�.r.* nn.«..�.... tea.+., , .•:�. ���� w� .� t .��� N �. At�I „ � FENCE . 27 ST ^.. ,r ..-. � OF ,PHASE 2 t? -. A T8 T WIRELESS .�.,�...- � CURB . REMOVE , EASEMENT .; .,,_..:._ .... REMOVE LIGHT POLE -- _ ,, " OF A LIGHT POLE EDGE C f r- . EASEMENT . e _ 73 SITE HT POLE EX. WW MH E LIG RIM-506.8 ADJUST TO 506.3 ti, 10" FL (N) =4 99.0 + /- _ 0 ELECTRIC BOX 0" FLfS1 =498.9 + 1 - .� � f gal � f -- ; D4 WATER VALVE f O fj LL i - °10" ww -.-... .. . _. FIRE HYDRANT EX. U IL1 Y VAULT _3" ERR_ RIM =5 6.8 10" F 8" W- - MANHOLE T d mow._... EXF� REMOVE GONG. 8 ST ,� r > � CATCH BASIN - -._ - ..,...- u, TELEPHONE SIDEWALK TOi �--` - -- _ _^ --- -- _ td VAULT - NEAREST I E ..CONTROL JOINT # I 01 AREA DRAIN i REMOVE CONC. _._ ... CONCRETE ' SIDEWALK ;1.�J ! i.r�{��, f � .� �� . a BUILDING TO REMAIN EX GRA VEL ACCESS ROAD cr- - . -,E- ELECTRIC LINE REMOVE CURB AND € -rf f'f \ - -G GAS LINE ti. 1 . Ail AC PAVING AS PART I ! -`` i'f' n,� ,,_m t ` -T _ TELEPHONE LINE OF PHASE i _. z , -FO- FIBER OPTICS CABLE f - ,'`: -W �- WA TER LINE j� r �f � o� --F FIRE LINE ip Op ! -WW• --°�- WASTEWATER SEWER # 1.� ST STORMWA TER SEWER ` k ' $$ �,,� • , __,._ _... � � h � � � `� v� ... -.-� � � � � > � `..__ --- .____,,.% DRAINAGE WAY "-•. GRADE BREAK w Q R MOV LIGHT POLE�'`�..,` \k /f ``�. \, , ' �; � ._..._, _ �_ .�..'''jtjj,n :��_• 7;�.._ „� :.� :� �, � ._ ,r _ �. Cl T Y LIMITS LINE ”' m REMOVE CONC. � � � ,,� E•..• SIDEWALK URBAN GROWTH BOUNDAR Y ' 4 EXISTING \ <' - o LDR LOW DENSITY RESIDENTIAL Ljj QAD/NG AREA j; _ 2 p w } f 70 BE RELOCATED 2 € r ZONE -� �`••- ' - - - Vim..,'°" „'r_r`.'` ; f := = ^' _:,..,. _.. - - '.• J __.�...'. _;}.. ,-._. i1 f..!°` ; i ' o p ,�C O •�J V � `. `�, •s' __--- ----` �- ,� � '�t;,< .� _ ._._..� ,-- ---- -• � � ' I t tt,� fly. ,•. EXISTING € ,\ ELECTRIC BOX . _ _ _.4 sue, f �? � p N 41 t CX C7 r EX. ST MH RIM = 503.8; ADJUST TO 503.4 !8" FLfW1= 500.4 + /, \ , j, �_ EXISTING �O /� U o 18" FL (E) =500.3 + / \ r' -- v 38.700 SF SWIM CENTER ►—� cp ei0 0 l _ _ _ TO REMAIN u s� f ."„f it "-• �© �; ,� � 6100 THURSTON RD. ���. / r ' v� a, REMOVE - 1 CURB AND •`, i ` ,' .,.; ``•,, - � _ AC PAVING °, '�� � ell > .Fd Cis c- # '. AN I I I O { ! N -� , C7 t�S t� o 0 +� EX MATERIAL STORAGE_ -_ k_ -_t ti. 00 x (6 SCREENED WIRE FENCE) N #d} x , i EXISTING A i _ TR N 0 ,.. SF RMER �. �M ��-, � ,b__y�___�...- _,� ��a,�=.�_ �, � DATE JAN 12, 2009 NATURAL ARE -`° : E _ DRAWN s r ff , A� ¢� ,f BY ARSIMLD f� 0 �. ,. { f D ESI GNE R DG N GRAPHIC SCALE — { , ��� `" S i 30 Q I5 30 6Q ` - CH ED GM CURB AND ECK r AC PA VING Y. PROJECT w E IN FEET) a , NUMBERI '9 09 ._° • 9 SHEET NO. Date ° -- € APR 9 2009 f 00 o _ it Ui1 12 - - AND TAX MAP 17- 02- 34 -21. TAX LOTS 400 d 1200 OF SHEETS} 0 o TAX MAP 17 02 27, TAX LOTS 1004, � i101 o� N 0 C N c3 V) uj 0 Q r ` tw C) > 0 ”' o C) � `. `�, •s' __--- ----` �- ,� � '�t;,< .� _ ._._..� ,-- ---- -• � � ' I t tt,� fly. ,•. EXISTING € ,\ ELECTRIC BOX . _ _ _.4 sue, f �? � p N 41 t CX C7 r EX. ST MH RIM = 503.8; ADJUST TO 503.4 !8" FLfW1= 500.4 + /, \ , j, �_ EXISTING �O /� U o 18" FL (E) =500.3 + / \ r' -- v 38.700 SF SWIM CENTER ►—� cp ei0 0 l _ _ _ TO REMAIN u s� f ."„f it "-• �© �; ,� � 6100 THURSTON RD. ���. / r ' v� a, REMOVE - 1 CURB AND •`, i ` ,' .,.; ``•,, - � _ AC PAVING °, '�� � ell > .Fd Cis c- # '. AN I I I O { ! N -� , C7 t�S t� o 0 +� EX MATERIAL STORAGE_ -_ k_ -_t ti. 00 x (6 SCREENED WIRE FENCE) N #d} x , i EXISTING A i _ TR N 0 ,.. SF RMER �. �M ��-, � ,b__y�___�...- _,� ��a,�=.�_ �, � DATE JAN 12, 2009 NATURAL ARE -`° : E _ DRAWN s r ff , A� ¢� ,f BY ARSIMLD f� 0 �. ,. { f D ESI GNE R DG N GRAPHIC SCALE — { , ��� `" S i 30 Q I5 30 6Q ` - CH ED GM CURB AND ECK r AC PA VING Y. PROJECT w E IN FEET) a , NUMBERI '9 09 ._° • 9 SHEET NO. Date ° -- € APR 9 2009 f 00 o _ it Ui1 12 - - AND TAX MAP 17- 02- 34 -21. TAX LOTS 400 d 1200 OF SHEETS} 0 o TAX MAP 17 02 27, TAX LOTS 1004, � i101 o� N 0 C N c3 m � EXISTING 'x UTILITY VAULT , .. z z i z M (APROX O CL 5:zzc:o 0 � N S1 y E DATA t- � 0 P1Actt E LOCATION) W a� E 1 DESCRIPTION P� W ;;�� � EX. ST MH i EX. ST MN EXISTING Z N a ? �_- Z v PROPOSED CONSTRUCTION FOR PHASE ! IS TO CONSTRUCT ADDITIONAL PAVED ��;; RIM =505.8 +1- RIM-507.7+1- 6' CHAIN W o W ,= a PA ON THE NORTH SIDE OF THE BUILDING, 2 PICNIC SHELTERS AND A .- 27 FLtS) =499.r +l- _ — R W " 2l ' FLtS) =499.8 +l - LINK FENCE � ° z z P Ev 30" FL(N) =499.0 +l - e 27" FL(N) =499.7 +l - z 0 D a W FOOD PREP AREA, A PLAYGROUND AREA, A FENCED DOG PARK. AND _ NEW SIDEWALK. CONSTRUCTION IS ANTICIPATED TO BEGIN SPRING, 2009. _ w — SEE SHEET C4 FOR EAST SIDE' OF PHASE 1 - -- -- -- — — _ _ _ _ _ _ _ _ _ _ T =a mmw mom �" > N•I�wwv LIJ SITE COVERAGE TABULATION TOTAL SITE A E — R A: . . 1,343,378 SF= I00% OF TOTAL , ` Fps. . • W N 53.586 SF 4,0.x' OF TOTAL � �c =M` � � � � . � �.� -.�� - � - � -��.. -, -.�. � � a�- ,� � � m - � �� : � -� �. BUILDING FOOTPRINT AREA . PAVING AREAS 173.190 SF: 12.9% OF TOTAL PERVIOUS AREA. . 1,116,602 SF= 83.1X OF TOTAL PARMG� EX 'STANDARD RD S PACES 153 .• Ex. ww MH lu (n \ , . RIM 506.8 z EX HANDICAPPED SPACES .. , ...... l i EXISTING ASPHALT ' -� - ADJUST TO 506.3 STANDARD SPACES REMOVED ...... 20 10" FL(N)- 499.0 + / EX S � � �- �...�. PARKING LOT � .r EX HANDICAPPED SPACES REMOVED .. 1 ro FL(s)- 498.9 +! co Q I_. _ -_ -_: _w. _ -: 0- . CL PROPOSED PHASE 1 PAR MG PROPOSED STANDARD SPACES . 844xrz .._ ;.- .. 6 Ex. 17 Y VAULT PROPOSED HANDICAPPED SPACES . .... . 4 �, PROPOSED 7.5 SIDEIXAL 3 IRR — Qa MIA PARMN'G AFTER PHASE 1 CONSTRUCTION P Ld ROPOSED PHASE 1 4 • . STANDARD PARKING SPACES .... . . 217 GRAVEL PATH 4 HANDICAPPED SPACES ... , ..... co I i PARKTIVC DIIIIENSIONS RELOCATE EX. FIRE \o. ALL PARKING SHALL BE 9'X18' STALLS WITH A 29' CROSS HYDRANT TOE AISLE WIDTH. ALL DISABLED PARKING SHALL BE SERVED WITH - , c,�4. �\ bo A 8 WIDE ACCESS AISLE. --- ._._.. PROPOSED ' - �Oe� \ � - � \Ilf� 12,000 SF BICYCLE PARKING PLAY GROUND EXISTING BICYCLE PARKING ......... 11 SPACES PROPOSED TEMPORARY -v \\ PORTABLE RES TROOM \ `Ss, / '� °01 .. _.g" ST .(P R ANENT RESTROOM Ca _ E�IE"�S PROPOSED IN PHASE 2) \� EXISTING ON-SITE LOADING AREA ..... 3.550 SF �u . ,�, PP C� -_ - -- .�, , C, PROPOSED ON-SITE LOADING AREA . 9,984 SF -Sa PARKING AND VEHICULAR AREA ... 139.418 SF uj W No IQ LLJ TRMSIT F'AC =ES � ACCESSIBLE SIGN IN ,� . - . � N `\ /'� - 3 THE NEAREST BUS STOP IS ON THE SOUTH SIDE OF �--- PROPOSED FRONT OF ACCESSIBLE Q LOADING \ \ ��' JA CEN T T O THIS PROPERTY. SPACES (TYPICAL) �, ' AREAS \\ w THURSTON ROAD AD � ,. � � � ��,\ -..J �► ST Q - SU8 DRINKING WATER [ ,, \Lw — ....,,j PROTECTION SIGN V F••, LEGEND b, I `Qi=" SITE 'LIGHT POLE �.. .,.,, W PROJECT BOUNDARY ,� ��= . � CL EXISTING FENCE ---- ----- -�--- \ � • R � { I PROPOSED Q ELECTRIC � •.i � J BOX \ -� Q �, �, _ - 16X20' COVERED ,, li! (�,.� ••., PROPOSED FENCE �� -� { w TPASH ENCLOSURE - -- - �\ _ ELECTRIC TRANSFORMER �. IV . �' (SEE SHEET A31 �H - cR CL EXISTING CURB PROPOSED CURB EXISTING q� C D4 WATER VALVE '' ��� ,r ;�. ___ � __._ �__ ELECTRIC BOX EXISTING EDGE OF AC FIRE HYDRANT EXISTING EASEMENT EXISTING GRADE BREAK Q MANHOLE 4 \ � acv I¢ z o -_E- EXISTING ELECTRIC LINE 2- CHAMBER CATCH BASIN \ ! co p U `''w Q N PER DETAIL SHEET C3 \ Ex. ST MH S.a '�- w ,. --G- EXIS TING GAS LINE GRAPHIC SCALE �''�� RI / n � � RIM -5 K, , ADJUST TO 503.4 f �!� 1 �� ,� O Q@ AREA DRAIN \ _ -W- EXISTING WATER LINE . .� EXISTING CONCRETE 30 O 15 30 60 \ ,.,�- 18 FL(W)= 500.4 +1- � I \ -� -� EXISTING -F- EXISTING FIRE LINE \ �. 18" FL (E)= 500.3 +l -�' { 13 ,�; PROPOSED CONCRETE \ ,�,, ..€ SWIM �E TER � Gg� -WW - EXISTING WASTEWATER SEWER c IN FEET > \ Q \ '�' ,<, To REMAIN EXISTING BUILDING \ � ,,,� �/' ,� -p° 6100 THURSTON RD. r. ST z . EXISTING STORMWATER SEWER - PROPOSED BUILDING \ o --T_ EXISTING TELEPHONE LINE ,% o '... _ EX GRAVEL ACCESS ROAD \ / XISTING FIBER OPTICS CABLE to 0 ----W PROPOSED WATER LINE ,, �, ° PROPOSED WASTEWA TER SEWER —ST PROPOSED STORMWATER SEWER PROPOSED PICNIC ._. ._ � ' � � i= . •gyp � SHELTER �, � 3 0 -0 � .p .... _... _.. CITY LIMITS LINE G PROPOSED GAS LINE { it yy 0 Cd io ALL SURVACES "SHALL DRIVEWAY HAVE A BROOM FINISH 6 / '�X MATERIAL STORAGE ' ` 'd I + __ _ (6' SCREENED ; �,.� •W co N OOD PREP \� i- � -' -�-- L � a, SUB DRINKING WATER _ _ __ WIRE FENCE) v 44 %m 4 v O _ _ '. Q - -� PROTECTION SIGN f, f'` 1 I \O 5 w 4r O \ g MIN. •:,, � `'`'.,; � .. . 2\ --�___ �' �_._ { __�.._.. ,, REMOVABLE BICYCLE - PROOF co . C i1 ctS V .... EXISTING s�oEwa�ac. 5• MAN. RRMP SCOPE\ ` �� , `\ OIL 8 GREASE GRATE . Y TRANSFORM 12:1 S`tP1CAl _� - _ _ FIL TRA TION SYSTEM LOCKABLE COVER __.._ _+ + 3 3 up NATURAL AREA ° Ct1R® & G\SiTER 1 •• EX GAS'METER •: � g• '�KROPi W�O�h� 6' .. G -- .:. . - . ` r� • : . _ `� — DATE JAN i 2, 2009 WWB cvi woo- s _ SITE 36., STORMWA TER �p2, \\ 1\ \; \\ � _ d PIPING OG� � / SCALE 1 J = .30 i a t t too i� \/ = ' /\ 50 X85 !2! TYP. 50! MAX SLOPE / /� / / \// _ a 24" MIN /,� HUBLESS ARS ML.D \ \ \ o \\ \ "FERNCO" ;ROPOSED PICNIC DRAWN 5 MIN 5 MIN. 8 THICK 3500 PSI FIELD STRENGTH / \�, / \\ 24" \\ \/ CONNECTOR SHELTER BY / (4025 PSI LAB STRENGTH) 6,3 SACK \ / / \ / / \// d , - .- d //\ rr PROPOSED NOTES: 00 `v 3 4" LIP MIX REINFORCED CONCRETE \ \\ \\ \\ ... e:, o d �. \ \ / \ \/\ 6 SQ. GREASE Q LOADING DESIGNER DG { / / / / TRAP WITH HINGED AREA I,) SEE LANDSCAPE PLANS FOR IRRIGATION , 4 REBAR - 12" ON CENTER \ \/ \ / /\ \ / / \ \ / \\ \ \ / \ \� \ \ / \� \�. /\ \\ \ \ / \ \ / / \ \ / / \ \ / / \ \// CLEANOUT LID s 5p' a :Q BOTH WAYS PLACED 2,r i //� f / \ / / \ / // \ / / \ / / \/ \ � /i� /i� � � SLEEVES AND LIGHTING PLAN FOR ELECTRICAL CHECKED GM z <t n GIBBON STEEL OR •..- : ABOVE THE BOTTOM OF THE SLAB /'� /� /\ \��\ "L YNCH rr o� CONDUIT FOR PARKING LOT LIGHTING. BY -' � ,, G 2" OF 3/4 MINUS UNDISTURBED SOIL OR MANUFACTUR rr rr PROJECT ED 10 ga. STEEL CATCH 3 COMPACTED CRUSHED ROCK ENGINEERED FILL BASIN 24 x48 x36 D l 2.) VERIFICA TION OF THE L OCA TION OF EXISTING 07 -287 `� 3" MINIMUM BEDDING PROPOSED SAS FIBER OPTIC CABLE WILL BE REQUIRED (POT NUMBER SECTION A--A f � LINE FOR BBQ, ��}� SIZED AND HOLED) PRIOR TO THE EXCAVATION REQUIRED SHEET NO. IL DRI VE A A. ' 01 "— C. �t� I�. ' CATCH BASIN III. TAIIi .� F�� OTHERS INSTALLED BY FOR THE CONCS TRUC TION OF THE PROPOSED NOT TO SCALE \ TRASH ENCLOSURE. � NOT TO SCALE � Date Received. N O 1-11 - - - TS 400 1200 AX LO - 200 of SHEET (S) 0 o TAX MAP. 17-02-27, TAX LOTS 1004 � !!01 AND TAX MAP 17 02 34 21. T o -a N �{tea 04 N PRIOR UbMiftai - ' EXISTING ' UTILITY VAULT I l ti: (APPROX y,. LOCA TTON A` '� o E1 ) •• z 11� z 0 0 -- rja)C ST MH i EX. ST MH EXISTING c� to PROJECT BOUNDARY 0�� Sl TE -LIGHT POLE , :,.��L i! 11 � `° F :fin RIM,7: 505.8 + /-- RIM =507, 7+ — 6' CHAIN ot--. z x 3 27 FL. S = 499.1 +/— 21 " FL(5)= 99.8+ — LINK FENCE V? x z z EXISTING FENCE � .t / Y o ELECTRIC BOX EV 30 FL( )= _4,9.9 0 +/- 27 FL(N)= 499.7 + /— Z 0 z i= g{C d W R PROPOSED FENCE � , � '�__ _ d o ELECTRIC TRANSFORMER SEE SHEET C4 FOR EAST SIDE OF PHASE 1 - - - - - - - -- -- Y�-- EXISTING CURB - . _ - , - __._ _ _ _. - = -- = _ - = .�. - _ _. - _. - _ _ ..._ - - - - _... _._ _ > o cn im , _ -__ _ PROPOSED CURB °� /�/ P4 WATER VALVE --_.' `:.... : := _- -- _...- __...__..._..�.__.______.nwr __._._ - _ - . _ r _ w _ _ . r _ w -•e: _ r s- _ .n. _ _ r�ctrr a .r. w....s. s, r •... ' . �e r _ r _ _ _ ..+ W S .' LL. v , O —' " .. :.;, ' .: ��• W its Q _ EXISTING EDGE OF AC -' ix FIRE HYDRANT - r . M . .... ..,. . .. «m. a . .,,.. • a,®.... EXISTING .EASEMENT .-: . x EXISTING GRADE BREAK ~. • :.,.: ~ . `ti �1� "DRI� MANHO LE T N NCRETE SU8 ING WATER EXIS l G CO .....,.P CP -_._�� a , ROTECTI SIGN •co 10 CA TCH. BASIN- PROPOSED � CONCRETE ® AREA DRAIN PROPOSED EMERGENCY 505 EXISTING CONTOUR \ : .... ACCESS AISLE DRIVE { RIM =506.8 EXISTING ASPHALT r • ... ADJUST TO 506.3 T `° PARKING LOT ►, © ` f ---505 --- PROPOSED CON OUR , , "�,-- 10 FL N = 499.0+ :EXISTING BUILDING S 10 FL(S)=498.9+ PROPOSED evltDlrvG .� ``- - •-__: � __ _... _�. .. Mpg -= . _ ._..__.._ ...... __ _.. _. EX GRA VEL ACCESS ROAD A� PROPOSED SPOT ELEVATION M [ §4j ST - EXISTING STORMWATER SEWER X LITY VAULT V / r a PROPOSED • 7.5' SI DE"LK 4 -- : ...... . 06 S T PROPOSED S TORM WA TER SEWER 9q Q Q ............ CITY LIMITS LINE PROPOSED DIRECTION OF FLOW PROPOSED PHASE 1 PROPOSED TEMP ACCESS RD GRAVEL PATH ' �,a : MATCH Ex. - r � � SIDEWALK •.AT d PROPOSED GRAVEL PATH P � � NEAREST CONST. JOINT �� I - s CCU" AM R. U PROPOSED CU T.- 5,450 CY +% 12,000 SF Q ry -� FILL.' 3,500 CY -- PLAY GROUND S�'0.� RUNOFF' PROPOSED TEMPORARY 1h PORTABLE RESTROOM r ALL NEW IMPERVIOUS RUNOFF WILL BE PIPED TO THE EXISTING PERMANENT IN PHASE 2 ) ERMANENT RESTROOM DRAINAGE SYSTEM TO, THE EAST aF THE SWIM CENTER. THIS SYSTEM INCLUDES VEGETATED TREATMENT BEFORE DISCHARGING.Q -¥ _ _ -9 �,< `"-f • q, -j - -,_ _, - _ �y --.. INTO CEDAR CREEK. a "� STORK PLpRs r r/ �._ ACCESSIBLE SIGN IN_ FRONT OF ACCESSIBLE - ` t : ° .. PROPOSED Z L, ALL STORMWATER PIPES TO BE PVC WITH A 0.004'/FT p \ I LOADING s SPACES (TYPICAL) -- AREAS Z MIN. SLOPE. PIPES TO BE REINFORCED WHERE COVER IS ••.. f, —r — LESS THAN 3 FEET. PIPE COVER TO BE A MIN. OF 18 4 ST t SUB DRINKING WATER %�► [� — _ . C� \ . • , - -i -'- PROTECTION SIGN - ��-- -_ -_ � Z� � >.. •� - r3 Q 4" AC PAVING ._- ---504 © -,, r y ••' . Q:, • , . a 10 ' STS �., _ w _ -s,A ••...� 2 _' 0 CRUSHED ROCK, -� 4 _ .. _ LCL RI o n axF - j PROPOSED 1-- Q. Co O MAT H EX. � �.._._ 16'X20" COVERED �-- -- ----- , SIDE ALK A T F TRASH ENCLOSURE ! �� ` F— CL NEAREST CONST. �.�-- �, �J . '�• � JOINT • � (SEE SHEET A3) ._ .. _. � � t �„� , �+ , EXISTING° �, ,,,,.,, C� LLJ y < ELEt. rRIC sox CL 3t r f , COMPACTED SUBGRADE C.' 1 T MH EMERGENCY ACCESS DRIVE Z .. :. _ M_.._... LI , TO 503.4 r ! � o O Nw - r AISLE PAVEMENT' SECTION — �'. 500.4 + / W...,- �____._ , 500.3+ X, SCALE: NONE } ^ 01 / _ 38,700 NSF p W 1 4 - - sWIM CENTER � o 70 REMAIN 4 `- : ` ,`' .p t�, I 6100 THURSTON RD. 3 AC PAVING �,, 9 - 0 CRUSHED ROCK , - -� ►, SEE EMERGENCY ACCESS LRI VE C { f s ' ? 7 C , !� :° t y AISLE PAVEMENT SECTION. - m •� a C , 9 50 X85 - ', •- _�-__- _ � � t PROPOSED PICNIC ,, 1 NEL TER S ' r ' i it ~� t t ` FFE =504.5 d' , «' 1 `� �` `` \ �` . SEE PARKING AND DRIVE q � ` , Q !. t -- / f sl Q. Oc• : AISLE PAVEMENT SECTION. - � 3 COMPACTED SUBGRADE �'t _` FOOD PREP`F ��` _ i _ EX MATERIAL STORAGE �- r (6 SCREENED � O t l SUB KINKING WATER =505 '` - _ � B iy ! _ w _._ , WIRE FENCE) __ S „ cC •-+ E-� t t P, ROTECTION SIGN 5 i _.. 'd © • lei PARKING AND DRIVE "f AISLE ys t,� �Tr� �^�t�t �T EXISTING , v PA Vf:��#'.[l r 11� SECTION It a in TRANSFORMER .' v �•+ r "� SCALE: NONE Id ra NATURAL AREA, .v-;'� f ' `. _..._- r _ 0 / t 3 ° _. M .... f- - I PROVIDE 1 1 2 „ t f �• 4 -THICK CONCRETE a DEEP TOOLED SIDEWALK t11/I TH CONTRACTION MEDIUM BROOM `4 REBAR -- 12 ON CENTER iq° ~� 1 ' {� f JOINT 5' OC MIN. Fc -~ ; DATE JAN 12, 2009 t' FINISH BOTH WAYS PLACED 2 ABOVE �,_ _ .._: w _ .- 50"X85' , } :. RUPOSED PICNIC r U. d. L� SCALE 1 " — 30' - THE BOTTOM OF THE ,SLAB. AB �� �` ``� 1. SHELTER � 'f • a r 1 d - • - — / t r ` = t .. - a -- FFE .504.5. • RAW AR f MLD B Y S DESIGNER DG 1� l CHECKED GM CRUSHED ROCK. GRAPHIC SCALE } PROJECT 0/T -2S% COMPACTED SUBGRADE � � NUMBER 30 0 15 30 60 f� SHEET NO. CONCRETE SIDEWALK' SECTION (tN FEET , �� � � a` � � eag SCALE. NONE CIO,• -.:. - TAX MAP 17 02 -27 TAX LOTS 1004 & 1101 AND TAX MAP 17- 02- 34 --21 TAX LOTS 400 & 1200 OF 1 z SHEET(S) A, �d 4 5.`01x �•--- �- �_�....�a__ _., m_�_�._..,.:.:�.,,,�..w...,�;.. j 4 ✓ ..0 •• k 7 L .�� �.a � . - Y .;. . .. }>. ,� - *,. �".,,•i . .'r.¢ ' �. .._.:.*.+• r +. a �;r r �<ti xa � . , i..,�r•.,s.. s.. .,�i.� t�. .. F'� !.. `a." -. f� .b�R.�f*,a., ..s- .,,'ts7.�s6^ i 333.1' � t, �A F j G) n} /4p �.- r ! i O PROPOSED y ' 4 CHAIN • LINK FENCE; NATURAL AREA s =;. li t L � �J PROPOSED 5' WIDE GRAVEL PATH \ eav~� 1 B�, EXISTING 55-651 ` r r ok WIDE, 680' LONG tl , DRAINAGE SWALE ,•" '` '' , '. `' , - .. '•4 1\` �� `�� '� � �•�, �' 1, �,1t � ::a c ' NATURAL AREA ` � �, `t. �. �`•. '��, ,� '�.. � : �,: T. GEN ` PROJECT BOUNDARY KIOSK > "*• EXIS TINE FENCE PROPOSED FENCE \ ��� ��~ -ti v~ ��^ `- �! - soy. (z _ EXISTING CURB _- ° ` EXISTING EDGE OF AC _ :— — — EXISTING n EASEMENT \ ' -;. 4 _ • .. o „. .... EXISTING DRAINAGE WAY �� z �_ - _ F - GRADE BREAK ..._��.�' __._. -90 EXISTING G � �-.___ \ � a _ 1' 0- , _FO- EXISTING FIBER OPTICS CABLE ` -� _ ~_ �w_ st ° ST- EXISTING STORMWATER SEWER - ---W -- PROPOSED WATER LINE___. MANHOLE 1 Ex. ST OUTLET 1 STRUCTURE FL-498.5 ° 4 -s5 EXISTING CONCRETE 1 ' EXISTING BUILDING 1 f` PROPOSED BUILDING EX GRAVEL ACCESS ROAD � _ a — ,_•_ ._.._ _-.- -- -- ..... -- :EXIST.. GRAVEL,:..:: ;,: -,:' ,.. ,..... CITY LIMITS LINE •ACCESS RD ; URBAN GROWTH BOUNDARY ._.�.. �_� .. o PRIVATE INGRESS-EGRESS _ — PLO PUBLIC LAND AND OPENSPACE ZONE AND UTILITY EASEMENT rn BENEFITING TL 1000 a EDGE OF PROPOSED GRAVEL PA TH AND TL 1003 � PROPOSED TEMP ACCESS RD AT &T WIRELESS �- PROPOSED GRA VEL PA TH EASEMENT 4” 114 (0) MIN. CRUSHED ROCK. Q 1 Q� .� -iii' t °•` l � °"i ='' -• -- A\\ '-° rr••^' /` for 1 t a z FIL TER FABRIC GRAPHIC SCALE l 30 0 15 30 COMPACTED SUBGRADE Q t IN FEET ) J JP, Vir A� A AA - SCALE= NONE N n 0 O TAX MAP 17- 02 -27, TAX LOTS 1004 1101 AND 'TAX MAP 17- 02- 34 -21, TAX LOTS 400 d 12003 0-0 N c - N O PHASE I PHASE 2 THURSTON MIDDLE SCHOOL A QQ • . PROPOSED PHASE I —' A GRAVEL PATH SEE SHEET C3 FOR WEST SIDE OF PHASE I >- N m _ Q z O Q a, nom. V v O Z _ w ce d p W to CO LL. p p a LA p rr '' �t31'y' }h•'S •.�c"�1.°'h-'.r. ��:. Y'Y, -to .a - - /� Z _ Q � . "c < ■ W W ■ zzJti X f4� 4 {? Cl 1 4i Cl ao oi s b c, TH } �hhK�ry Q >- "J l� e CO v 1 0 1 a Q Y 1 Q ' 2_ [ 2 CL to 4 LLJ t �1 CL r ts? a zs'F4x MfsL'� T"C °...,�.}s ti Sf. f .�;' - 1 _ O` 1/ ;.�ry'`� r'7 \ �-' Z a �cci w EXISTING i © >- u 6' CHAIN Ice LINK FENCE TO REMAIN ,. O c; EXISTING �".� to v •�, • .� UTILITY, _,, , VAUL T C .� (APPROX 1 to LOCATION) 1 -` EX. ST MH 1 �."� q O RtM =505.8 *1- {U •e� 27 Ev 30" FLIN) 4,90 +1— 27" ST .- y� — .,.._. •,cam -�- -- ____ — -- — — — — — — _.._ ._ — — — .__. �v_. — ..�_... — ._ _._ — � � �'' � � � rn EXISTING ASPHALT PARKING LOT C) !n' r DATE JAN 12s 2009 f ..r<...r.— SCALE 1 " = 30' DRAWN ARS/MLD BY DESIGNER DG CHECKED GM BY CU PHASE 2 .. . SHEET C6 FOR AST Sl �` �X z _.�.. - ,•�•� --- (f''�"�%j''�'�� S. a Y '+ i i. � •1 ..., a - f . .t,.t mi} ate -. -.. ..'y ujy S ^Y -::,. sa ..... ,, :-m s"'v.r:r.._ .*.. .,., >,. >:.. - -... s..•e..^s.f .: ... .�i_..,�'",: ", ,. a, },_ .,, $ r a9t> a..a . }}yy G=' - .f s e ".4 ,. 3 ... t . .....,r .. "k _ .:r•., . �.o y4 _ cf v; Y •>. w . , .. ,X rv. . w .A wt ..>. .r. as v . ,.'.'!;_vat a'z �.. � r ,...- F. Js.,f+. ,s•+,,i 3. ....i ie. `?,.. .!- -> �n.k 3` ., "i.'+. .. z'4 l* ,..2c.... •.. .`2 '`,i .+ .u, . ,. :sa .. i. r..3 "-4 .mow -n.. .s>..> .'._+ r,.. .,..> , $ ..,..:ks: Ci r>:✓'� . RI 3C r "PRIVATE PROPERTY" AND "NO Nc �« 2.t.. -0mow^ - THOR/ZED VEHICLES —UNAUTHORIZED IF -_ __ - - -- : AV ��� T R EL SIGNS XIS G POINT" SI � � -- �..�.- TNt N >w BEYOND S B BE _ E C S RD PRIVATE INGRESS EGRESS — — --- -~ — — MENTz, . : •f : • (SEfl PN. S£ k L�L PATH:: !1` A 'RC?POSED, AND UTILITY EASE ,f c BENEFITING TL 1000 1003 ,.., .. \ `\ AND TL \1 PRIVATE PROPERTY AND N ' 1 f AT&T WIRELESS UNAUTHORIZED VEHICLES---., EASEMENT PROVIDE GRAVEL '` ': . �t 0 THIS POINT" SIGNS D ACCESS, CONNECT �;� ;• OBEY iND •f LEG�aN ' TO EXISTING • •.....,• .,�::......•..•.. ; ..,.. EXISTING GRAVEL ACCE ROAD T • _ �•: . " S D 0 •,. - :..':. : �:: • : ;. • .. -• , , r :.• •• • ; �'�' REMAIN IN PLACE AND TIO .; i�t PROPOSED TEMP ACCESS RD , .. . U' Z F C NAL PROJECT BOUNDARY t ., . . -- �' _ - UNTIL PHASE 2 BASE RO /N PLACE. '' � _ � �`~'� 5 N � PROPOSED • `• ::. •.: `O may"' `. _ •: r s;$, - GRAVEL yt :..... 5 SEE SHEETS L/ L2 FOR L NOSCAPE - --- - :.:.. PROPOSED PATH PHASE I EXISTING FENCE �:., . ,- �--�. • a•. IMPROVEN TS � PROPOSED FENCE :,:...... PROPOSED GRAVEL PATH PHASE EXISTING CURB �ir,� o SITE LIGHT POLE LL PROPOSED CURB - ... , EXISTING EDGE OF AC - 0 ELECTRIC BOX : PHASE f �p ......., PROPOSED EDGE OF AC ELECTRIC TRANSFORMER" PHA SE 2 4' G — — EXISTING EASEMENT Q` p4 WATER VALVE :.:, ACCESSIBLE SIGN IN EXISTING GRADE BREAK FRONT OF ACCESSIBLE -'E- EXISTING ELECTRIC LINE FIRE HYDRANT seacES (TYPICAL) -G- EXISTING GAS LINE _W_ __ EXISTING WA TER LINE Q MANHOLE 2- CHAMBER CA TCH BASIN -F- EXISTING ..FIRE LINE ED PER DETAIL SHEET C3 z � ,. 0 AREA DRAIN EXISTING WASTEWATER SEWER \ - � PHASE I u M ::n. -� EXISTING CONCRETE, __.._ ST EXISTING STORMWATER SEWER •• • - �1 � -. � PLAY GROUND - -ti -T EXISTING TELEPHONE LJNE PROPOSED CONCRETE `y NG FIBER OPTICS CABLE EXISTING BUILDING ,,`• -FO- EXISTING PROPOSED _ 5(1'X94' PROPOSED BUILDING y ; -- -W-- -- PROPOSED WATER ..LINE CoNCRErE EX GRA VEL ACCESS ROAD :. BASKEtBALL WW--- PROPOSED WASTEWATER SEWER : '.,� _.:.... COURT ,. 505 , EXISTING CONTOUR, -S T --- PROPOSED ST ORMWA TER SEWER -- — -- — CITY LIMITS LINE -- -505 -- PROPOSED CONTOUR -- ® ss URBAN GROWTH BOUNDARY h� \ :.: ^ - ,.•!'''�� /' *�., �t = \ � `fir E30 EXCLUSIVE FARM USE ZONE •\1V PROPOSED SPOT ELEVATION 1',- �M k I-- — 4" ST- PATH Y .. ` EDGE OF PROPOSED GRAVEL P � REPLACE TEMPORARY .: PORTABLE RESTROOM PROPOSED DIRECTION OF FLOW r WITH NEW PERMANENT . RESTROOM S ��A�iG 2 SIB', DATA PHASE 2 f� CRIPT 7ON { 1 PROPOSED CONSTRUCTION FOR PHASE 2 -WILL BE TO REPLACE THE ,. •- R WITH A PERMANENT RESTROOM, OM ., . �,; PORTABLE .BATHROOM ENCLOSURE � . ,r ,. �, �- ., � �, \ � � Q , .�� PROPOSED TO CONSTRUCT AC PAVED ADDITIONAL PARKING TO THE EAST OF 40X70 SAND ,- �.� `J `t `r `� t VOLLEYBALL THE PLAY GROUND, TO. CONSTRUCT A SAND VOLLEY BALL COURT ,f .a t ! `� �T `` COURT AND A CONCRETE BASKET BALL COURT AND TO CONS TRUC T ' A ° y ' CRUSHED ROCK .PATH THROUGHOUT THE NATURAL WOODED AREAS IN - , THE PARK. SITE COVERAGE TABVLA7'I`ON F{ y • OF TOTAL - TOTAL SITE AREA: . . . . . . 1:343.378 SF: I00% _.� BUILDING FOOTPRINT AREA. 53.586 SF:. 4.0X OF TOTAL . . . .. 202.861 SF:. . 15.1 X OF TOTAL PAVING AREAS PER V10US AREA:. , 1,086,931 SF:. 80.9% OF TOTAL ` - -;Q� IMPERVIOUS AREA: 90:424 SF TOTAL NEW IMPERV ` (PHASES f 2) ddd r f 1 � •w . � r PROPOSED PHASE 2 PARKZN'G i r PROPOSED STANDARD SPACES :. 76 t i ! / i 6, PROPOSED HANDICAPPED SPACES .. , .. 3 j1 Ix .� E 1 do 2' CONST'RUCHO>�V' F ;' _, 4; , PHASE I f j ' PARKVV•G AITER P 1 i cy ~ ` E •; i � GNIG SNE R 293 - � STANDARD PARKING SPACES .......... ° ' r HANDICAPPF© sPACES t .. t 17 - l <�, s �j i ( BICYCLIC' P,� PARKING ...... . 1l SPACES EXISTING BICYCLE P rr t i' PHASE 1 BICYCLE PARKING ............ O SPACES d ff . !r PHASE 2 BICYCLE PARKING . ...... 6 SPACES ! ' r . r 17 SPACES TOTAL �: `• �° `° - _ s ' ON -SITE LOADING AREA . . 9,984 SF �.� � PARKING AND VEHICULAR AREAS . . . , 160,698 SF o if , -> ,NATURAL AREA - ;A rn PROPOSED PHASE 2 0 5 GRAVEL PATH o CUT' "D � ,:. co PHASE 2 CUT: 1,400 CY +/- PHASE 2 FILL: 1.500 CY +l- TOTAL CUT: 6,100 CY / TOTAL FILL: 5.000 CY - 1 -` PA► t��NG DnIENSIONS N ALL PARKING SHALL BE 9`X18` STALLS WITH A 29` CROSS Q \ ..at AISLE WIDTH. ALL DISABLED PARKING SHALL BE SERVED WITH A 8' WIDE ACCESS AISLE. ST'OM RI�1NO �~ ALL NEW IMPERVIOUS RUNOFF WILL BE PIPED TO THE EXISTING T SWIM CENTER..- THIS - .�......,� f....... ,,. -;,� •: •'_•=; . . ---- -• t c DRAINAGE SYSTEM TO THE EAST OF HE N SYSTEM. INCLUDES VEGETATED TREATMENT BEFORE DISCHARGING INTO CEDAR CREEK. z \ GRAPHIC SCALE PROPOSED PHASE 2 STIOM PIPES GRAVEL PATH ALL STORM WA TER PIPES TO BE PVC WITH A 0.004'!FT 3a o 5 30 60 :_ r SLOPE MIN PIPES TO BE REINFORCED WHERE COVER IS `' Q LESS THAN 3 FEET. PIPE COVER TO BE A MIN. OF I8`: t IN FEET) .: co N 1 0 TAX MAP 17-02-27. TAX LOTS 1004 d 1101 ' AND TAX MAP 17- 02- 34 -21, TAX LOTS x#00 d 1200 o a N C /° N EX. ST MH m N Ix a + l RIM 507.7 - LL Q 21" FL(S) =499.8/- vi 27" FL(N) =499.7 +1 - v ADJtJ3Tf A WAS-4YEEDED- .. Z • O Q ix N _,._.. . a> t o ...... ,�..�.. .� �� �. VI _ 7x �� - m O w °" z <z z > z p ZWJ - 4 W W �av_ �' W LY CL _ ce <t o w t -•o. s PHASE 1 TRASH ENCLOSURE EXISTING ELECTRIC BOX J Q. �C �C LAJ �t . • N -q O �- Q.. W EXISTING 38.700 SF \� SWIM CENTER TO REMAIN 6 /0C} TNURSTOAt RD w� Z / :R /AL STORAGE .0 ENED VCE) VG FORMER �"' p ;`• aS -G -- rn DATE JAN 12, 2009 SCALE 1 " = 30' DRAWN ARS/MLD BY DESIGNER DG CHECKED GM BY PROJECT 07 --287 NUMBER SHEET NO. Date ec ! 04y C 4 A - 9 200 OF 12 SHEET(S) Final SuDm0ttal Lv oa 0 �'+ 41 N LL Z co (a ._ to W o. vi ry O v :R /AL STORAGE .0 ENED VCE) VG FORMER �"' p ;`• aS -G -- rn DATE JAN 12, 2009 SCALE 1 " = 30' DRAWN ARS/MLD BY DESIGNER DG CHECKED GM BY PROJECT 07 --287 NUMBER SHEET NO. Date ec ! 04y C 4 A - 9 200 OF 12 SHEET(S) Final SuDm0ttal S p� i i • �r FUTURE OPTIONAL. FOOTBRIDGE TO B E DESIGNED UNDER THE r f c.OUNTr BUILDING • `� I : =' PERMIT PROCESS-5P t ••_....__ -_-., Lei. `•- --- •.,.,,.'° -- ,. v 41 w w .� .� y w. _..y_ww_ . Y_ L__,. a_(7? —y r y w _,�. w ^— • =y { j w w�f` .yi.'" w ,Y w � w w w w `Y w w '.,y..:._,_.._. V!._,„ i _v.- _.. ""'��..••- ...�'.... -..._ w v •v w w �; N_ _ w__e,_.� `� _} w s w w_._w' PROTECTION SIGN 1 ~_ 4 ` LLJ.• •'mow r V Lli 50' RIPARIAN SETBACK c � • t .. . ffi ` L , .f; l NATURAL AREA 1 cc ' ]I Z z O ` rn Q 1 �- � :z I '•V �"v.• ~:. f: � •,, ..-� -..•mow -►.••Y :,.. ••! %� • .// U- ` • 1 o r C3} 0 N ;SWALE -SEED MIX IN LO MIX 70% LOl 20% FEI, 10% AGR ;THE APPLICI THE 3' WIDE WILL BE SEE Q 00 `i GRAPHIC SCALE z 30 0 15 30 60 J w f IN FEET Q J N i TAX MAP 17-02-27, TAX LOTS 1 004 d 1101 AND TAX MAP 17-02-34-21, TAX LOTS 400 1200 O N � �c No >' N _ m � 4 O •• !., UGB O a N N �.. t .,a i. >. 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FSx. .,. ,a- ...t.` y...+.tY....4.�.. r S..� .,•' ,.. / g{ y'i� ie..' r.ey £ 22x.t.. {ar. �* ?§ 4`.,, w., 5= *3"`i-- ri-�,,s.5+,A�n. >.�'M ^'f..... �- •- ... {i� d ���. `'�.x .. / F-- a W ui V/ 0— Co Cl t' PROPOSED PHASE 2 f GRAVEL PA TH rig TURAL AREA ' ._. ' #szn �► 9 kJ SE I M r•S t -.• !.,_. '\.., ,. , �; rz � PARK -\ W •,.TM _ y - ,k -- - _ -- ` ` _ PHASE I GRAVEL PA TH i . - ~-- .......... °'fir --•, w �'_-- •- .....v, & cc w �.v °—• •v_ --_._. v. w � .4 * F.� � \ �. ��„` 1 • Eov c .0 Q " °^,_,,,,. "^..... "w //S� \. . .1 . =;ems• 3'* b- ,•. { , --^ . i ii «x -.•ti y y ..,y . W �, 4.O `, (7 a.. w ~\` /y k.$ . . •K"'; ••". t. 'r+. •. •w C(' "'e,....! °\• fj[ • ° -.,`l \ `\ 4 4\\ \ �\,ael. .•W rx ;1 ~•.. - - \ \ \j • i• ,.,,"Y ,Y `[} « ,y 4 \ w \ w '. \ '\ - \ 't` , ; ^ '}waz:x +i r 4 _ Rte n%. \ s •,,, ",li .\ tit /•k -.G` kv ) • •,•i •, . •t • '• t ;•nom .°-+.,ti,._ r'. .\ '-+,\ '" x / , _ \ '� ^ •\ \ •C• ` }'4 r r _6� ru fix'•, 1 EXISTING 55-6,5' w - t •...! WIDE. 680 LONG ��\ \ , r W \, w yr wr -p) _ DRAINAGE SWALE \ r *•• ,j, � '\, �� \ �• fir � : � � ;� � / EXISTING SWALE TO BE {� \ v J •� PLANTED WITH SEED MIX �., � AS PART OF PHASE 2 '\ \ �'w \ '..; •:; `°\ '' Ci. LLI .44;k • ,� w \ V\i4� o`w \ L \t . .,'«+� `\ 1 `t ; ..per,. Y: • _ • . `+i.� • ••• ..•• ��• - -f � �. •� IMPROVEMENTS SEE SEED , `\ �� MIX SPECIFICATIONS ` �\ \ \\ \ , 1' ....! •. /'. BELOW w \ \ ~ \ i .'� 4 (•� CL ,M: yak O • r• w _ \ ``\ . •--' _ z `CL LLJ ..,• .•. , _� .:> - ».. .,. ••;.. r�z \ \_ � • • 3. z •s ...5. Via.. -.4.L. y „.' 4rz ... a.. ,.Y £ 1 a. ...- � A� Y. •J�. .r G ., �.. ,E.. L ,t x.:> z. £x�..*.° }} k ,3 � ,, \ , \« •,, °'^... -,, ':.� rarx.'r- .oYr�. .�? _ Y,�v;r -7 ';._..burr „otr.,.zsizc' ` xi�:•s. '�. �dG' ?- "` � .,+.• , 4 ` .r•^'■� -,.5 ^4 w4:- a ` ♦` ♦J ct LLJ //•` ` ,`Y w \ w\ \ -,,. ^ - - .,K""',. ' )> . .,.' ,..,.. :: -�' � sY*o . � _.. _ ..• •., f5;;�k, •,err:.. x .:tv P Z• Sw �'y ui.!C t /) " f • 4 L . e- , '� ,� - .•`""^•a, -' •— •%.v' -• z +� . ♦ 'se' 'S���,+�"� . t'. vs-# t w F •4 V �,v:+ r ,t x„` •y.. h -i`t � � \.\ ••-- r:.. -1•' '\ nt• •af.:• ,<t.?' -� •,i. ,a., ..+F,.�' i'v�Sy., La,. tr -: +^' _ ':,x? ...ti ix w.. .. •t� �?`' c�(n /�{' \ \ •• ` '} • T� �,,; �'� k n svcs?,ta5s,,z� . , [��irr� : r \y` \\ •\ •\ \L LLJ CL g v� 90(z -^ ..._ -. J'"T�'•`. }r -{ - '+ ” ` F '• ` \ - \ '\ w .y'' -. w w "` w w '`"..w„ - '"` --4 * xA � . �q �Y, e ��' \ / \\ Y' /yJ /'( 0� PROPOSED PHASE 2 ( - � GU Z p 5 r GRAVEL PATH - Y _ t� W a for Cty .� -,•._ --. ft's .�' s• � (�, c) # [2! `- Qr _ EX. ST OUTLET ' ....:• STRUCTURE ;...:t . : '- ; ... ; '_"'•"= 4 FL -498.5 v ' -•�...;:: • . ,• ; :- :.; `-f� !; �".. `"awy.. '"'G t" %ic, ^x..3 •.".,.f m�g„:�s'y' =^s^t .a' t.. y"'t'•,- � SUB DRINKING WATER � �� �- �: -� ~ # #� � =�_ � � +; •+-+ - ^ - - -� t . *`t` -F3,- 'f`T � s x "vit..Y*•+� .�a' i...YiXi3x . PROTECTION SIGN 1 TL 1/0D "PRIVATE PROPERTY" AND "NV_ — _ _ s y .:�� -- -� -,'- ---_ : - .-- --- — �— -- dam+ ��o p _ — __ ._.. -- UNAUTHORIZED VEHICLES ' "'�-: -:� :. = :: �y :..:. >:;.. , ., : = .:. ^ :• ... - ... • .. , ... ., : , -. �-+ .-r O LANE COUNTY JURISDICTION _ _ _ -- „ ..:.:,. °- — -- -- -- — BEYOND THIS POINT SIGNS EXIST. GRAVEL `. ACCESS RD ,q -- -- -- -- PRIVATE INGRESS- EGRESS O A AND UTILITY EASEMENT ti BEN E FITI N G TL 1000 R� + :. �� p AND TL 1003 `_ ?..,:., ; 1,0 AT&T WIRELESS PRIVATE PROPERTY AND NQ U2 C PROVIDE GRAVEL : UNAUTHORIZED VEHICLES ---� J �-+ ,� 'w EASEMENT _ .: ,`:a BEYOND TF!!S , PQINT" SIGNS "1 *� v 00 ACCESS. CONNECT .. ____- CJ �+' (D TO EXISTING _,; a: .�, ILEGENrD J '� `SCI.. } :,• ♦ t,-:r .�„jO , •r"l .{ ° MIX PROJECT BOUNDARY CL ^0 BE HOBBS AND HOPKINS PRO -TIME *825 —DWARF BIO— FILTER EXISTING FENCE S D FENCE 7-NNE PR8820 "PERENIAL RYEGRASS" PRO P 0 E x 'f EXISTING CURB 3RA CREEPING RED FESCUE . X- s LUIS HIGHLAND COLONIAL BENTGRASS \�£r. EXISTING EDGE OF AC E FOR THIS SEED MIX IS 5 -7 POUNDS PER 1.000 SQUARE FEET. PHA - _ SE IF t• DATE JAN 12, 2109 OF THE SWALE AND AN AREA 2-3 FEET UP EACH SIDE SLOPE EXISTING EASEMEN T '� .. _ .....�... PHASE 2 ... �� THE BIO— FILTER MIX, EXISTING DRAINAGE WAY _ �� SCALE 1 " = 30' EXISTING GRADE BREAK SEE SHEET C5 FOR WEST SIDE OF PHA SE 2 ,...._.. S� , _.,.. EXISTING STORMWATER SEWER DRAWN BY ARS/MLD — —w PROPOSED WATER LINE — — -- CITY LIMITS LINE DESIGNER DG URBAN GROWTH BOUNDARY CHECKED .. ®+ .�. PARCEL WITHIN LANE COUNTY JURISDICTION BY GM EDGE OF PROPOSED GRAVEL PATH PROJECT 07 -287 NUMBER EX GRAVEL ACCESS ROAD i'� A SHEET NO. PROPOSED TEMP ACCESS RD PROPOSED GRAVEL PATH PHASE I APR 9 200 PROPOSED GRAVEL PATH PHASE 2 w PROPOSED GRASS SEED MIX Finai Submittai OF 12 SHEET(S) g� i CO N p 'D it M . v 0 Z a O C7 • • Syr -- - -- — — - - . tv ,r 6s ) i { i I r � ! ' S t" El ILI E i lot V: n.r . • • _.. , ; ' Oi Lf • Syr -- - -- — — - - . tv ,r 6s ) i { i I r � ! ' S t" • Syr -- - -- — — - - - - - -- 0 Q' f;'�IV F j tp f'= "' m AL CPS 0 .4 T .. �� ai �►� i it A� n1 �..rw. ....�.... -. . _... _ __ i i 0 oil Ft r�i .. ,A i-� Date Received. '. APR - 9 2009 ,� submittal s ' i - - - -- 0 Q' f;'�IV F j tp f'= "' m AL CPS 0 .4 T .. �� ai �►� i it A� n1 �..rw. ....�.... -. . _... _ __ i i 0 oil Ft r�i .. ,A i-� Date Received. '. APR - 9 2009 ,� submittal r . \ �• v ,r `,: , �. , r ✓ t� e .. w r ,. .. r � ,. } x .� . � % . f � 1` ; � ` a � i `�, � � Y r. / 4 ' ,` � � . :. - , .,,�,e� ' / J �.F ,� <, �,, �� .: J_ �- . r. �. ' , ?''� i ( .. - �' _ � . _ ;, .. � ...k .. .. . \\ ., �. � 1 / 4 \��y C t IIR��Ci����,�_._��i��0��lll�l��� �Illll1llli��l COMMON LEXAN WINDOWS (PHOTOCELL ACTIVATED LIGHTS 18'x36' SS MIRROR HAND DRYER = FASTAIRE REMOTE PRIOR TO PLACEMENT OF BUILDING, SUBGRADE SHALL BE PROPERLY PREPARED. DUPLEX OUTLET AT .A MINIMUM, 6' OF CRUSHED 3/4' MINUS MATERIAL SHALL BE PROVIDED. CRUSHED BASE DIGITAL TIMER OPERATED EXHAUST FAN rao,uTnns MONTRQSE SHALL BE COMPACTED TO 95% OF OPTIMUM DENSITY IN ACCORDANCE WITH ASTM D 1557. o (GRAVEL PAD NOT BY CXT) Trore 2' -0' 26` -0' 2' -0' partiador purpose. CONCEALED TYPE FLUSH VALVE W/ CXT bcorparoted TOILET TISSUE METAL PUSH BUTTON, TYP 30' 54 112' 77 1/2' 18' . .. DO DISPENSER sE,: bF506'1Dd1 arraa,ua DATE SCALE 3 B'-"-0-' DATE 03 -28-05 RAWN FILE NO. 1 1/2' STAINLESS STEEL ECKED PLOT 32 INTERIOR ELEVATIONS INTERIOR ELEVATION - MEN'S RESTROOM GRAB BAR to 0 O C7 � e v v : O s M M (U f!�7r OPTIONAL ADA DRINKING FOUNTAIN 19` 1' -6' 36' 18' 77 291-01 54 1/2' 30' FRONT ELEVATION 4' D1A PLUMBING VENT PIPE OPTIONAL SKYLIGHTS ELEVATION - MEN'S RESTROOM INTERIOR ELEVATION - WOMEN'S RESTROOM (TYP 4 PLCS) HAND DRYER — FASTAIRE REMOTE 18•x36' SS MIRROR POWER MODEL - HD03 EXHAUST FANS AS MFR. BY HUMPHREY, INC. DUPLEX OUTLET W/ DIGITAL TIMER OVERIDE LOCATED IN CHASE) (TYP 2 PLCS) 12 BARNWOOD TEXTURE DIGITAL TIMER OPERATED -.:. TYP ALL EXTERIOR WALLS. 3 �_ � i i i � 3068 11 f b DOOR uta " rie dooM Precast Products IDD vAacaT rnu MQNTRQSE CXT STANDARD BUILDING Ll rwncE The Infomiiii contoined herein b praprktary and the M D tl+e alyhd edphnt, for the opui 6tended. Reprodoe ar distrlbutia+ of this tnfortnatkn b stric8y Ned without the prier Witten eo 1 of 71 CXf Meorpomted By oNowhg nu of tills htwmation CXT tnea prxoted to no warTaltIt "re" or imptisd lodudn9 o r,=anty of mer6antabl ty or of ftese for a pistWer purposa - - txT t,wry«atd SCALE tESUarna„ 3 8-1- DATE ,wrnaru DATE to -2s-Ds DRAWN FILE NO. PD -M04 CHECKED PLOT 32 BUILDING ELEVATIONS REAR ELEVATION DWG NO. SHEET REV. M -04 COMMON LEXAN WINDOWS (PHOTOCELL ACTIVATED LIGHTS 18'x36' SS MIRROR HAND DRYER = FASTAIRE REMOTE PRIOR TO PLACEMENT OF BUILDING, SUBGRADE SHALL BE PROPERLY PREPARED. DUPLEX OUTLET AT .A MINIMUM, 6' OF CRUSHED 3/4' MINUS MATERIAL SHALL BE PROVIDED. CRUSHED BASE DIGITAL TIMER OPERATED EXHAUST FAN rao,uTnns MONTRQSE SHALL BE COMPACTED TO 95% OF OPTIMUM DENSITY IN ACCORDANCE WITH ASTM D 1557. o (GRAVEL PAD NOT BY CXT) Trore 2' -0' 26` -0' 2' -0' COMMON LEXAN WINDOWS (PHOTOCELL ACTIVATED LIGHTS 18'x36' SS MIRROR HAND DRYER = FASTAIRE REMOTE W/ DIGITAL TIMER OVERIDE LOCATED IN CHASE) DUPLEX OUTLET POWER MODEL - HD03 AS MFR. BY HUMPHREY, INC. DIGITAL TIMER OPERATED EXHAUST FAN rao,uTnns MONTRQSE 1 1/2' STAINLESS STEEL GRAB BAR o CXT STANDARD BUILDING Trore s O w ct �t { ? • - - - ' �-a The i+fonnatksT eontahtd heretn,b praprkt°o'ry�M' and We % aN7 be wed by e, arig�hd rec3ptent for the purpose Intended Reproduction cr dbtnbution of this Infarmau- is stri prohtbHed without the prior witten eansent of CXT incorporated. By olbwing use of Ns k1formaum. CXT Incorporated qants rro warrant . egress or irpiled. koudnq o warranty of merehantobMy or of fitness for a partiador purpose. CONCEALED TYPE FLUSH VALVE W/ CXT bcorparoted TOILET TISSUE METAL PUSH BUTTON, TYP 30' 54 112' 77 1/2' 18' . .. DISPENSER sE,: bF506'1Dd1 arraa,ua DATE SCALE 3 B'-"-0-' DATE 03 -28-05 RAWN FILE NO. 1 1/2' STAINLESS STEEL ECKED PLOT 32 INTERIOR ELEVATIONS INTERIOR ELEVATION - MEN'S RESTROOM GRAB BAR 0 O C7 � e v v : O s M M (U f!�7r 19` 36' 18' 77 112' 54 1/2' 30' INTERIOR ELEVATION - MEN'S RESTROOM INTERIOR ELEVATION - WOMEN'S RESTROOM WOMENS OPPOSITE HAND HAND DRYER — FASTAIRE REMOTE 18•x36' SS MIRROR POWER MODEL - HD03 COMMON TEXAN WINDOWS (PHOTOCELL ACTIVATED LIGHTS AS MFR. BY HUMPHREY, INC. DUPLEX OUTLET W/ DIGITAL TIMER OVERIDE LOCATED IN CHASE) DIGITAL TIMER OPERATED We No SHEET M -06 EXHAUST FAN CONCEALED TYPE FLUSH VALVE W/ METAL PUSH BUTTON, TYP Precast Products rao,uTnns MONTRQSE 1 1/2' STAINLESS STEEL GRAB BAR o CXT STANDARD BUILDING Trore s O w ct �t { ? • - - - ' �-a The i+fonnatksT eontahtd heretn,b praprkt°o'ry�M' and We % aN7 be wed by e, arig�hd rec3ptent for the purpose Intended Reproduction cr dbtnbution of this Infarmau- is stri prohtbHed without the prior witten eansent of CXT incorporated. By olbwing use of Ns k1formaum. CXT Incorporated qants rro warrant . egress or irpiled. koudnq o warranty of merehantobMy or of fitness for a partiador purpose. CXT bcorparoted 30' 54 112' 77 1/2' 18' . .. sE,: bF506'1Dd1 arraa,ua DATE SCALE 3 B'-"-0-' DATE 03 -28-05 RAWN FILE NO. PD -M06 ECKED PLOT 32 INTERIOR ELEVATIONS INTERIOR ELEVATION - MEN'S RESTROOM We No SHEET M -06