Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink AboutR-419522LO _O O W 3" COMPACTED DEPTH HMA CLASS Y2" PG 58-22 (CLASS To) ASPHALT CONCRETE PAVEMENT ASPHALT REINFORCEMENT - SYSTEM EXISTING ASPHALT-----' 3" HMA CLASS Yz' PG 58-22 (CLASS 'B') 21 ASPHALT PAVEMENT (PARKING LOT) SECTION C1.1 1-1/2" = 1'-0» ON FULL SIZE (30»x42") 0 2" 4" 8" COORDINATE POINT LOCATION= 'FACE OF CURB' (SEE NOTE #3) 6" FINISH GRADE (SEE PLAN) FINISH GRADE Y2"R Y2"R SLOPE* CONC. CURB NOTES: Eii III=1 _ 1. LIGHT BROOM FINISH ALL D. A - EXPOSED FACES OF CURB. ° -41 2. INSTALL -Y8" EXP. JOINTS AT 10' - O.C. AND AT CORNERS. S .. Q.::D = =r HOLE 3. TO LOCATE CURBS, _ - _ ,_LOPE COORDINATES/ DIMENSIONS ARE i = - = OWARDS TAKEN AT 'FACE OF CURB' AS p: ' - .D-_ INDICATED. _I TYP) 4. FINISH GRADE IS TOP OF CURB (2)#4 REB = UNLESS NOTED OTHERWISE. CONCRETE CURB, 5. USE FLEXIBLE FORMS FOR ALL CONTINUOUS- I I-� I -I i '- CLASS 3000 CURVED SECTIONS - NO COMPACT SUBGRADE EXCEPTIONS. TO 95% OF MAX. DRY DENSITY (TYP) * TOP OF CURB SLOPE NOTE: SEE GRADING PLANS FOR SLOPE OF ADJACENT SURFACING AND MATCH TOP OF CURB SLOPE /25\ CONCRETE VERTICAL CURB C 1.1 rm6mImENE1 1-1 /2" = 1'-O" ON FULL SIZE (30» x42" ) » » » C1.2•C1.3 0 2 4 8 CONC. PAVING - WIDTH VARIES (SEE PLAN A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE DIRECTIONAL ARROW 1. ALL PAVEMENT MARKINGS 3. SEE PLAN FOR LOCATION SHALL BE THERMOPLASTIC AND EXACT CONFIGURATION OR MEfHACRYLIC RESIN. OF PAVEMENT MARKINGS. 2. ALL PAVEMENT MARKINGS 4. ALL PAVEMENT MARKINGS SHALL MEET METRIC SHALL BE COLOR=WHITE, STANDARDS. UNLESS NOTED ON PLAN. 5. DETAIL GRID = 12" :2:2:: PAVEMENT MARKINGS 80 ORNAMENTAL 31 DISABLED PARKING SIGN C4.7 FENCE c4.1 TYPE R7-8 CENTERED ON PARKING STALL (TYP) 24 2" ASPHALT Ii / C4.1 PAVI N G 27 CONC. BARRIERi : .. p-oFL p Q O c4.1 CURBS TYP x LANDSCAPE `PjITII�G. BED' „ r2f'3 ASPHALT ` -I-I---ICI-I- X �I-iI-------I-I-I 66 REMOVABLE C4PAVING .1 -I- - - --I-I-V-I-I- -I!-I-I-I-I-I-I-I-I-I- - C4.5 BOLLARD -I!-I�I -!I- NOTE: FOR NEW - i I i - i i i I i- L_ 1 1- I!� �- I I I I i 1 -- --- 29 6" REINFORCED SIDEWA - I 41 CONC. PAVING OVER EXISTING PHALT x --II--I-1I--I-II--I-1I--I-II--I •--I--I-1I--I-II - -II -I -I - Ir;IASPHALT I--I-I-I -I - --II2-- "q-I --I--- I- I --I I- I- - I I- - I-IPAVING (SEE 32 I - I --I r -II I- -I-I- -I-I 32 CHAIN LINK I- C4.1 I-ITFENCE I- 4„ WHITE PAINT- - I- STRIPES (TYP) I/ -I -I - I -I- -I -I -I-I -I-I- -I-I-I I-I-I-IsIT �I��II�I�I�I�I�11f�111-� 21 3" ASPHALT ;---I-I-I-1-I- 1-1-I-I-I-I-I- I -I -I- C4.1 PAVING-1-1 _ TYPICAL DISABLED PARKING STALLS C1.1 1/47 = 1'-0» ON FULL SIZE (30»x42») C1,1 1/8» = 1'-0» ON FULL SIZE (30»x42») 0 12" 24" 48" 0 24" 48" 96" COORDINATE POINT LOCATION= FINISH GRADE COORDINATE POINT LOCATION 'FACE OF CURB' (SEE NOTE #3) IS TOP OF - - 6" 12" TOP OF CURB AT DEPRESSED CURB CURB AT 'FACE OF CURB' (SEE NOTE #3) FINISH 5Y211 1" RAMP LOCATIONS (TYP) (SEE PLAN) AREAS AND PLANTED 69 TOP OF CURB AT DEPRESSED CURB GRADE Y2 » R� 1„ R CONCRETE CURB AND GUTTER, WALKS Y2" R 5Y2 1 of RAMP LOCATIONS (SEE PLAN) CLASS 3000 (TYP) I I 1"R CONC. BARRIER CURB, CLASS 3000 D . PAVING (SEE PLAN) • SLOPE* Y2 R CONCRETE CURB & GUTTER NOTES: FINISH ° -, 1. LIGHT BROOM FINISH ALL EXPOSED FACES GRADE A SLOPE* a OF CURB. - �: a._°..D� .° CONCRETE BARRIER CURB NOTES: _ E ° 2. INSTALL -Y8» EXP. JOINTS AT 10, AT ADA O.C. AND ( = 1. LIGHT BROOM FINISH ALL EXPOSED FACES AT CORNERS (SEAL JTS), HOLD EXP.JT. ACCES = �. ° OF CURB. ' d MAIL. DOWN Y2"-1" TO ALLOW FOR JOINT = D. 2. INSTALL h EXP. JOINTS AT 10 O.C. AND = SEALANT. _ AT CORNERS. 3. TO LOCATE CURBS, COORDINATES/ - 3. TO LOCATE CURBS, COORDINATES/ COMPACT SUBGRADE DIMENSIONS ARE TAKEN AT 'FACE OF CURB' - ° ° ` 6 DIMENSIONS ARE TAKEN AT 'FACE OF CURB' TO 95� OF MAX. DRY DENSITY (TYP) AS INDICATED. 4 REBAR14 i 1- AS INDICATED. 4. PROVIDE CURB HEIGHT TRANSITION FROM 6" #- I 1 4. FINISH GRADE IS TOP OF CURB AT * GUTTER SLOPE NOTE: TO Y2", 36" FROM EXPOSED CURB ENDS. BETWEEN JTS. - PLANTED AREAS AND WALKS. GUTTER SLOPE TO MATCH SLOPE OF ADJACENT 5. USE FLEXIBLE FORMS FOR ALL CURVED 5. PROVIDE CURB HEIGHT TRANSITION FROM 6" PAVING. PROVIDE A SMOOTH TRANSITION AT END SECTIONS - NO EXCEPTIONS. COMPACT SUBGRADE TO 95� TO Y2", 36" FROM EXPOSED CURB ENDS. OF GUTTER BETWEEN CONC. CURB & GUTTER AND OF MAX. DRY DENSITY (TYP) 6. USE FLEXIBLE FORMS FOR ALL CURVED CONC. BARRIER CURB (TYP). TOP OF CURBS FLUSH. * PAVING SLOPE NOTE: SEE GRADING SECTIONS - NO EXCEPTIONS. PLANS FOR SLOPE OF ADJACENT PAVING. 26 CONCRETE CURB & GUTTER ("2_�7CONCRETE BARRIER CURB C1.1 6mmEN9 1-1/2" = 1'-0» ON FULL SIZE (30»x42") C1.1 rm6mPmENE1 1-1/2" = 1'-0" ON FULL SIZE (30"x42") 0 2" 4" 8" 0 2" 4" 8" 4" DEPTH CONC. PAVING (TYP) SEE PLAN FOR SEE PLAN FOR SEE PLAN FOR JOINT SPACING (TYP.) JOINT SPACING (TYP.) JOINT SPACING (TYP.) _'s R TOOLED 1 I EDGE (TYP) BROOM FINISH FINISH GRADE, SET TOOLED EDGE _ys" R (TYP) TO EDGE OF TYPNT PAVING (TYP) FLUSH W/TOP OF (TYP)N CONC. PAVING (TYP) ".D .... F 67 ell I .. ° °...° o 0 - - oo�°o o° °�0000°°000 °000 o� °000 o°o� °000°000 000°000°ono goo o0000 ° '0 1( oopO°oOOOooOooO °ooOooO oo ° o 0 0 ° o ° °°pO°pOp°°pO°° °°pOp°°pO°pO°°ppO°° pO° opO °°oopOo oopO°°°pOopO°pO » - 000 oopO00000 ,Q- 0oa°ooa000 4 COMPACTED DEPTH - °° °° ° o° °° o° o° °°000°000°0000 °000°000°00000 o_ °°0000°°°°pOp°000pO - o° o°° °°°°o°° °° °°°°o°°°°°°°°°°° °o°°°oo°°o oo°°oo°°o�°oo _ !'s" MINUS CRUSHED III III III -III I I III=1 I=1 I III III SURFACING BASE COURSE h" THICK EXPANSION Y4" THICK TOOLED JOINTS (SEE PLANS CONTROL JOINT, 2"DEEP COMPACT SUBGRADE TO 95% FOR LOCATIONS) WITH -Y8" R TOOLED EDGES OF MAX. DRY DENSITY (TYPICAL) EXPANSION JOINT CONTROL JOINT (SEE PLANS FOR SPACING) (SEE PLANS FOR SPACING) NOTE: ANY DAMAGE TO WALK SHALL BE REPAIRED BY REMOVING DAMAGED CONCRETE PAVING SECTIONS AT NOTE: COORDINATE JOINT LOCATIONS IN JOINT LINES AND REPLACING WITH NEW CONCRETE ABUTTING WALLS AND/OR CURBS WITH PAVING � PARTIAL PATCHING ALLOWED). JOINTS IN CONCRETE PAVING (TYPICAL) 28 4" FIBER REINFORCED CONCRETE PAVING & JOINT DETAILS 1-1/2" = 1'-0" ON FULL SIZE (30»x42") 0 2 4 C1.2,C1.3 FG=423.33(f ) QRr423.00 PLAYGROUND AC�'�5S\��':�'��':.'��"� 12" DEPTH ENGINEERED CONCRETE RA*/ ;�; ;�; ; '� �; ;�; •' �� , .' �• WOOD FIBER PLAY ��..��..� PLACED CON�� `�`��`��`��`- > �.��.��. \\\\\\\\ \\\� ��. AREA SURFACING ROUGH TEXTVRI�� . FINISH (TYP) /`/\ /`/\ /`/\ TR-423.50 ' ' ' ' ' ' ' ' ' TR=423.50 TP=423.50 TP=423.50 ':: �' .:. �. ' �� , CONC. SEALANT PAVING (TYP) Y2" (TYP) TOOLED EDGE BROOM FINISH TO Ys"R (TYP) EDGES OF PAVING CONC. PAVING AND JOINT NOTES: FINISH GRADE SET &JOINTS TYP C° ° � ° FLUSH W/TOP OF ( ) ° ° 1. ANY DAMAGE TO WALK SHALL BE REPAIRED BY REMOVING 6" DEPTH CONC. ' ° DAMAGED CONCRETE PAVING SECTIONS AT JOINT LINES AND CONC. PAVING (TYP) I 'I II I I I I 1 PAVING (TYP) -W R THICK �8" R TOOLED REPLACING WITH NEW CONCRETE PAVING (RO PARTIAL EXP. JT. MATE. EDGES (TYP) PATCHING ALLOWED). 2. JOINT SPACING AS SHOWN ON LAYOUT & MATERIALS PLANS. EXPANSION JOINTS 3. COORDINATE JOINT LOCATIONS IN ABUTTING WALLS AND/OR d. WHERE SHOWN ON PLANS ( ) CURBS WITH JOINTS IN CONCRETE PAVING (TYPICAL). °° °o o °°o° °° °°°°°° » 4. WHEN A JOINT IS CLOSER THAN 12 TO A CASTING, ADJUST 000°oo°°000°000°oo°°o°°°o °°o°°°°°° Y4 THICK TOOLED CONC. o°oo °o°°o°° °°° °°oo° » JOINT LOCATION TO ALIGN. WITH OR MEET THE CASTING AT -_ oo° °o°000°000°000 °oo° o°°oo°000°a CONTROL JOINT, 2 DEEP PAVING ° °°° °°° °°° °°° °°°°°° °°°° WITH -Y8" R TOOLED EDGES 90 DEGREES. 4"COMPACTED DEPTH III=1 I III=1 I -I (TYP 5. PROVIDE ISOLATION/EXPANSION JOINTS AT ALL UTILITY ,Y8" MINUS CRUSHED #4 REBAR AT APPURTENANCES (CATCH BASINS, STRUCTURES, ETC.). ROCK BASE COURSE 127O.C. EA. D ° ° 6. HOLD EXPANSION JOINT MATERIAL DOWN Y2"-1" BELOW D I> COMPACT SUBGRADE TO 95% WAY (TYP) °` �� '�'":� TOP OF PAVING. OF MAX. DRY DENSITY (TYP) ° 7. USE FLEXIBLE FORMS FOR ALL CURVED PAVEMENT TYPICAL CONCRETE SECTION SECTIONS - NO EXCEPTIONS. /1 /l k 1 T r) !l I I rl I k I T r� z9 6" STEEL REINFORCED CONCRETE PAVING & JOINT DETAILS 1-1 /2" = 1'-O" ON FULL SIZE (3O" x42" ) 0 2" 4" 8" C 1.2,C 1.3 BR=423.00 ; ; ; ; , f BR=423.00 12" DEPTH ENGINEERED 46. 423 = FG=423.46 FG; ' : WOOD FIBER PLAY 8" x12" %THICK AREA SURFACING STL. PLATE WELDED TP=423.50 �., ; » .... TP=423.50 28 CONCRETE TO POST, MOUNT P ' ' t4..-11� f... 4 :- F 1 GEOTEXTILE FABRIC c4.1 VERT. CURB SIGN TO PLATE W/ °.: °..; ",..'- '� - °��4»MIN DEPTH ' r CONC. PAVING o EPDXY TYP • A • ( ) CONCRETE PAVING. - DRAINAGE AGGREGATE l ..... (SEE PLANS) (SEE PLANS) ..°:. BASE (TYP) =N SL D > . • .:. PLAN n VI ENV �. 3/6' = 1'_0" ON 7 7 7 D D . o s" 16" 32" FULL SIZE (30"x42") �° FINISH MATCH TOP OF RAMP GRADE WITH r28 CONCRETE �� / �o��o��o �� III GRADE l I TOP OF ADJACENT CURB/PAVING c4.1 VERT. CURB =1 ' Oil - 191 :. . •., •-•ICI, ��, ,e �� • ��I •• .�/\��/�• .�/�• ��/,• .�/ , - - - - - 1 1 - 1 °'a a = IT- ll o NOTE: _� °I: I BROOM FINISH D D[::.I. TOP OF MOWSTRIP Al . POST CAP NOTE: FOR TYPICAL SIGN CALLOUTS SEE STOP TYPE R1-1 (24"x24 ") SIGN INSTALLATION STOP SIGN (SIMILAR) 2.875"O.D. SCH. 40 GALV. STEEL POST NOTE: PAINT POST & N BACK OF SIGNS (TYP) EPDXY PIPE COLLAR TO CONC. POST BASE FINISH GRADE AROUND h'U51 ROUND CONCRETE FOOTING 120 STOP SIGN DETAIL NOTE: DISABLED SIGN AT CONC. PAVING SHOWN, INSTALLATION IN OTHER LOCATIONS IS SIMILAR. POST CAP 12"x18" SIGN WITH INTERNATIONAL SYMBOL OF ACCESS & 'STATE DISABLED PARKING �1 PERMIT REQUIRED' TEXT AEo 2 875"O.D. SCH. 40 GALV. STEEL POST NOTE: PAINT POST & BACK OF SIGNS (TYP) �EPDXY PIPE COLLAR TO CONC. POST BASE I I II -I I I -I I aa a I;.. i�o - 1.-1A-- El __ D �I.°l ROUND CONCRETE FOOTING 12� DISABLED SIGN DETAIL 31\ REGULATORY SIGN MOUNTING DETAILS 1/2" = 1'-0" ON FULL SIZE (30"x42") 0 6" 12" 24" TRANSITION SIDEWALK WIDTH VARIES -SEE PLAN TRANSITION SHOULDER 10 -0 STANDARD)SHOULDER DOWNSLOPE UPSLOPE SIDE SEE GRADING PLAN FOR SIDE DIRECTION AND AMOUNT FINISH 12" 6"� OF MIN. CROSS SLOP�6^ 12^ GRADE FINISH GRADEmilli �// 'IRRIGATION LINES (WHERE X�/�at �/��/��/��/��/ �/ III -INDICATED ON PLANS inn I,,, 2" COMPACTEb"BE�t - III III I I IERS RE UST y�`SUBDR4IN LINE (WHERE HMA CLASS �'e" PG 58-22 BE PRESENT DURING INDICATED ON PLANS) (CLASS 'G') ASPHALT PAVING ALL APPLICATIONS. / `ELECTRICAL CONDUIT (WHERE COMPACTED SUBGRADE INDICATED ON PLANS) 4" COMPACTED DEPTH L(TO 95% OF MAX DRY CRUSHED SURFACING BASE DENSITY) AFTER GRUBBING 25 CONC. VERT. NOTE: STAKE � OF SIDEWALK FOR APPROVAL PRIOR TO PLACING c4.i CURB TYP OF CRUSHED ROCK BASE COURSE. ANY DAMAGE TO SIDEWALK SHALL BE REPAIRED BY SAWCUTfING AND REPLACING DAMAGED AREAS. NO OVERLAY PATCHES. 2" HMA CLASS �'s" PG 58-22 (CLASS 'G') 24 ASPHALT PAVEMENT (SIDEWALK) SECTION 1/2" = 1'-0" ON FULL SIZE (Wx42») 0 6" 12" 24" C 1.2, C 1.3 RAISED EDGE DETAIL 1 ¢ r LEVEL 1 r2• LXTEN0 StO0VA;_K TRMSVERSF 1' • 7 1' • O' trr ON) R JOaWTS TO INCLUDE RAISED EDGE ROU DING ' r it SIX RAISED EUCE- 1'. o` SIDEWALK DETAIL - TIES SHEEP ALL CUT k, N SLG+P'c5 1rr ON) R. (TYP.) 2D4S 1 FOR CURB DETAILS SEE STD PLAN 10. 1.'- •=tiww.rA.er�..r.sr F� - - - t:h': r.� ADJACENT TO CURB i trr pN] R (rYP.) y 1 r! 1 I LTY111II11 Um SIDEWALK IMTH RAISED EDGE 112- (IN) Ft. (TYP.I .� 1 7E Y .1.5 ,.I BIMOGE OR PF.DESYR" RAILIhaG _ � •� FOR CURB DETAILS ADJACENT TO CURB BARRIER - SEE SIDEWALK SEE STD PLAN 101 {STEEP FILL SLOPES) CONTRACT PLATr"5 ___41 /--vAI L OR BARRIER rf 1 1r2• (IN) R. (TYP., SIM FIUSH f YrAL1C �.' .. a• i~ H Ur N) R. VERTICAL WALL- n ,�'� �• 't,� , . SEE DETAIL r ' `• JCt YT FILLER ADJACENT TO CURB ANO RAILING OR WALL PREMOLDED Jt11HT FILLER FOR SID£ TREATMENT SIDEWALK BUFFER STRIP SIDEWALK ADJACENT TO WALL DEi'A1L SLE OTHER SIDEWALK (SEE NOTE 14) SECTIO.�I$ 1 4 1.55E 6yp.) FOR CURB DETAILS 7.57E MIN SEE STD PLAN 101 ■ w'�' tit+i) PitLlfCkDCD n 17, 1,•I 1,.cr MIN ROU ING �2 0% .- 51 F;NLSHFD GRADE I'(IN) BELOW TOP OF CONCRETE SURFACE FOR PLANTING -FLUSH IF PAVED f d ° � � ty r � ti ADJACENT TO BUFFER STRIP S L� /-3-'a' ON) PREMOLDED.OINT FILLER A TYPICAL WHERE APPLICABLE ' FOR CURB DETAXS SEE STD PLAN 101 STING ROADWAY CRUSHED ROCK BAS CRUSHED SURFACING TOP COURSE (CSTC) CGU�'ACT TO 95% MCOI=IED PROCTOR [[UNLESS FMCIVREMEHT WANED BY ENGtKEER) TYPICAL UNDER ALL CURB, GUTTER & SIDEWALK CSTC UNDER CURB & GUTTER TO BE W THICKNESS OR MATCH EMTING ROADWAY CRUSUED ROCK BASE. WIRCHEVER IS GRCATEF! (TYP_ FOR ALL CURB b GLMER) 1 FINISHED GRADE 1• (IN) BELOW TOP OF CONCRETE SURFACE FOR CURB DETAILS SEE STO PLA, 101 BROOMED FINISH OR MATCH EXISTING t• "CC. SnAOOTH TROWELm PERIMETER CEMENT CONCRETE CURB (CURET AND GUTTER SH C7:: i) FOR CURB DIET NtS SEE Sit] PLJUi 101 NOTES / 1J9• TO 114' de 1 Four l f I -•� . ou Too o the sidewa k width sllali be the minimum pedoslrian soce881ING (OU* (FAM free of vertical and horizontal obstructions. Gratings, Access Covors, Junction Boxes, Gable Vaults, Pul{ Boxes and other appurtenances wtihin the sidewalk must be flush with sulace, anc march grade of the sidewalk. 2. Monolithic Cement Concrete Curb and Sidewalk is not permitted in new construction. When replacement work necessitates a Monolithic Cement Concrete Curb build per W500T Standard Plan F-30.I0•43. 3. Concrete to be 4,000 PSI. PUBLIC �4ORK DEPARTMENT NEW 1.6CO. D. TOP RAIL (TYP) CV ED , ryaN14- �. For other referenced NOTES see STD PLAN 104.2. Paved surfaces must comply with ST❑ PLAN 102.1 as applicable. GOl.TRACTION J009 ■ • IN S1DlEWALI[ 0%LY 5 • ' r - FULL-oEPTIi MCPANSION JOWT IN BOTH -• ■ s . •r CURB AND $IDEIYAEK [SET STd PtAN 101.1) �+8• C CONTRACTION JOINT JOINT AND FINISH DETAIL • , .' �•,, PRE�IaLDe T � • • J04W FILLER E FULL -DEPTH EXPANSION JOINT STD PLAN -- 102 CEMENT CONCRETEit, SIDEWALK 14/ r• NOTE: CHAIN LINK FENCE NOTES APPLY TO BOTH FENCES SHOWN, ATTACH FABRIC TO RAILS AND POSTS W/11 GA. STL. TIES AT 12"O.C., DOUBLE WRAP BOTH ENDS OFF TIES (TYP) 11 1 ASPHALT* �\ C4.1 )PAVING (SIM) 2' 2" EXISTING SLOPE REMOVED (TYP) SLOPE110) GRADE EXISTING ° - GRADE EXISTING - EXISTING I EXISTING PAVING III FENCE POST -Qq FOOTING r2ZN�CONC. BARRIER 26 CONC. CURB EXISTING CURB c4.1 & GUTTER FENCE POST c4.1 FOOTING 9 GA. 2" MESH, ON SIDE OPPOSITE PARKING LOT, HOLD MESH AT CENTER OF TOP RAIL (TYP) SLEEVE NEW GALV. STEEL FENCE POST OVER EXISTING POSTS (TYP) 2„ NEW 1.66'0.D. BOTTOM RAIL (TYP) 2' EXIST. EXTRUDED CURBS TO BE 'N.QIE_ NEW ASPHALT SIDEWALKS OVER EXISTING ASPHALT PAVING OVER ASPHALT PAVING, NEW ASPHALT DEPTH AS REQUIRED EXISTING MILLED PAVING (SEE PLANS & SIM) TO MEET FINISH GRADES SHOWN ON PLANS, HAND 21 TAMP TO CRISP NEAT EDGES EDGES AT 75' ANGLE r32 6' HIGH CHAIN LINK FENCE AT PARKING LOT C1.1 1/2" = 1'-O" ON FULL SIZE (36"x24) 0 6" 12" 24" rc ME a o w") N o� o • LL � r-I 2 LD rn o Q c 3 - w �U �1 U � E UV) EU O C �w�^ zz= a� N C U p V J Na �� Lo rm w� 33 J (n n3 m tri U) \ tri r /A V r ww/N 0 Q H Z Y H 0 C, I C, 1 U 1 <1 N OJ N o°w wzW zo z �(=U CnO (n9J UE2 �s �IIYI Vl Vl i-•1 J 0 +� W �-4 0 a 06 M--1 m Z 1-4 O CO O a p W a� G4 Cn ' W co Cn 17501 SCALE: NOTED C4.1 R-419522 Sheet 22 of 40 CONSTRUCTION SET Copyright©2022 - Bruce Dees & Associates (AIL Rights Reserved) CADD filename: R:\DRAKINGS\17501 - RENTON KIWANIS PARK IMPROVEMENTS\13 - CONST. SET\17501-C4.1-C4.7.DWG Plotted: 4.07.22-10.09 By.(rvissia) BID #: