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HomeMy WebLinkAboutR-419522■ M IDEVELOPMENT ENGINEERING jchavez 03/17/2022 3" COMPACTED DEPTH HMA CLASS Y2" PG 58-22 (CLASS 'B') ASPHALT CONCRETE PAVEMENT ASPHALT REINFORCEMENT - SYSTEM EXISTING ASPHALT 0R1;IIIN, Mqill-.1012_1111 I 3" HMA CLASS Y2" PG 58-22 (CLASS 'B') zi ASPHALT PAVEMENT (PARKING LOT) SECTION C 1.1 1' 1-1 /2" = -0" ON FULL SIZE (V x42") 4 ' COORDINATE POINT LOCATION= 'FACE OF CURB' (SEE NOTE #3) 6" FINISH GRADE (SEE PLAN) FINISH GRADE YZ"R v2"R SLOPE* CONC. CURB NOTES: 1. LIGHT BROOM FINISH ALL -_ EXPOSED FACES OF CURB. 2. INSTALL h" EXP. JOINTS AT 10' - - - _ O.C. AND AT CORNERS. =r P HOLE 3. TO LOCATE CURBS, COORDINATES/ DIMENSIONS ARE S 1 ° - - OWARDS TAKEN AT 'FACE OF CURB' AS = IDE INDICATED. P) 4. FINISH GRADE IS TOP OF CURB (2)#4 REBAR - UNLESS NOTED OTHERWISE. -I i i-i _I i-1 CONCRETE CURB, 5� CURVED SUSE IECTIONSLE RMS FOR ALL CONTINUOUS CLASS 3000 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 /25l CONCRETE VERTICAL CURB 1-1/2" = 1'-Cr ON FULL SIZE (30"x42") H H " 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 :eiIzI :7_IWzIQ1*� 1. ALL PAVEMENT MARKINGS 3. SEE PLAN FOR LOCATION SHALL BE THERMOPLASTIC AND EXACT CONFIGURATION OR METHACRYLIC 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" 22 PAVEMENT MARKINGS C1.1 1/4" = 1'-Cr ON FULL SIZE (3CI"x42") 0 12" 24" 48" 80 ORNAMENTAL 31 DISABLED PARKING SIGN -l-iI-lYiT!i- o-,8!CQ-iI CE-!�N-iI T-l�E- iIRlr�RE laD TYPE R7 .7FENCE ON PARKING STALL (TYP ) 24 2" ASPHALT C4.1 PAVING o oo o.o duo27 CONC. BARRIER EDCURBS TYP x LANDSCAPE': Bi�- C4.1 C342.1 ) •--- -III --IIII -----IIII-------IIIII ---IIIII ---1III ----1I --II ---II ---1II ---I--II ---III I---1II ----III---IIII ----IIII -I---I1III�-----I1II I---IIIII� ----III --1I---IIII �---I --IIII---1IIIE---II -II--I ----II ---II ---II --II--III �; -T-IIG ! !!-- II �-TII,`C-�I+ �---II{-- IIIII�2-----IIII-1----III „----1IIIII I----IIIII ----1IIII �---IIII �-�--IIII,-----1II III --II IIIII--II ----III ----I1II ---II ---II ---- -- III--- --III --II -- -- �- II 66 REMOVABLE MOVABLE3" ASPHALT BOLLARD --I- PAVING I REINFORCEDNOTE: FOR NEW x-29 6CONC. PAVINGASPHALT SIDEWAK C4.1 I- X OVEXISTING ASPHALT PAVING (SEE I--I--I,- I CHAIN LINK -1 -IT I- I (- C4.1 FENCE 4„ WHITE PAINT - STRIPES (TYP) ----Il--IIl-=-lIII ---Il1----lIII---IIIl----lIII -- -IIl--IlI-IIlfIIIC-Il/--lII ---IIl----IIIl -- --II1 - - - IiI 21 3" ASPHALT I'ITA�1- i� C4.111IIII-I-I-1 1-1---!_I1-1--- PAVING TYPICAL DISABLED PARKING STALLS P COORDINATE POINT LOCATION= 'FACE OF CURB' (SEE NOTE #3) 6" 12" TOP OF CURB AT DEPRESSED CURB FINISH 5Y2" 1" RAMP LOCATIONS (TYP) (SEE PLAN) GRADE Y2" R. 1"R CONCRETE CURB AND GUTTER, CLASS 3000 (TYP) » SLOPE* �Y2 R CONCRETE CURB & GUTTER NOTES: :► ; R"--- 1. LIGHT BROOM FINISH ALL EXPOSED FACES �I wII d '° - ° CID D:.D -' .: ° ° - ° '. D'a OF CURB. 2. INSTALL Y8" EXP. JOINTS AT 10' O.C. AND 1"f �yyYlll°r'{rY"fff .D- ..- . _ ° °' AT CORNERS (SEAL JTS), HOLD EXP.JT. ° ' ° MATL. DOWN Y2"-1" TO ALLOW FOR JOINT - _ �- 11 SEALANT. _ _ L IF -_ - 3. TO LOCATE CURBS, COORDINATES/ _ COMPACT SUBGRADE DIMENSIONS ARE TAKEN AT 'FACE OF CURB' TO 95% OF MAX. DRY DENSITY (TYP) AS INDICATED. 4. PROVIDE CURB HEIGHT TRANSITION FROM 6" * GUTTER SLOPE NOTE: TO W, 36" FROM EXPOSED CURB ENDS. GUTTER SLOPE TO MATCH SLOPE OF ADJACENT 5. USE FLEXIBLE FORMS FOR ALL CURVED PAVING. PROVIDE A SMOOTH TRANSITION AT END SECTIONS - NO EXCEPTIONS. OF GUTTER BETWEEN CONC. CURB & GUTTER AND CONC. BARRIER CURB (TYP). TOP OF CURBS FLUSH. 26 CONCRETE CURB & GUTTER C1.1 .. �� 1-1/2" = 1'-CI" ON FULL SIZE (30"x42") 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 Y8"R TOOLED I EDGE (TYP) BROOM FINISH FINISH GRADE, SET TOOLED EDGE ys" R (TYP) TO EDGE OF PAVING (TYP) FLUSH W/TOP OF (TSEAyN ( ) CONC. PAVING (TYP) -III-III-III-III- '> '' 9 0 - - I - I- - o0p0000 00000 0000000poopoQo 0000o00o°QapOo 000°000°0000000°00 °00°°00°000 opOoo°pOo°°o° - °000 0000000000o0ooa0oa° °0000000000 0000000000000 0 °0p000o 000000000000000 00p0o00o000000 0 0 0 o ° 0 0 0 0 0 0 _ 0 0 0 0 0 0 0 0 0 0 °° °°° °°°� °°°�°°°�°°°°°° °°°�°°°�°°°�° °°°°°°°°°°°° °°°°°°°°°° 'No 4" COMPACTED DEPTH o 0 00 0 °o o° o° o 00 0° o o° o° o° °o - _ . ,Y8" MINUS CRUSHED III III III I III III �I I I- I I I SURFACING BASE COURSE "III �'s THICK EXPANSION Y47 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) 284" FIBER REINFORCED CONCRETE PAVING & JOINT DETAILS pm�1-1 /2" = 1'-0" ON FULL SIZE (30" x42" ) " 0 4 C1.2,C1.3 FG=423.33(f ) /// PLAYGROUND AC���\�•����••���•� \ ` " 12"DEPTH ENGINEERED CONCRETE RA� '� \� �\ ���`� �`� �`� '. � � �`� �`� �`� �`� � / , . ���`� , WOOD FIBER PLAY \/ PLACED CON AREA SURFACING ROUGH TEXTURL/ / / / / �- . •; . .,.. / / / / / / / / / , FINISH TYP ( )\\\\\\\ \\ \\\\\\\\ \ ao�. TR-423.50 TP=423.50 \ \ \ \ \ \ \ \ . - °': ` ` ` ` ` ` ` ` TP=423.50 C1.1 1/8" = 1'-0" ON FULL SIZE (30"x42") 0 24" 48" 96" FINISH GRADE IS TOP OF COORDINATE POINT LOCATION= CURB AT 'FACE OF CURB' (SEE NOTE #3) PLANTED 6" AREAS AND TOP OF CURB AT DEPRESSED CURB 5Y2" 1" WALKS Y2"R RAMP LOCATIONS (SEE PLAN) 1"R CONC. BARRIER CURB, CLASS 3000 PAVING (SEE PLAN) FINISH GRADE SLOPE* CONCRETE BARRIER CURB NOTES: _ (AT ADA 1. LIGHT BROOM FINISH ALL EXPOSED FACES ACCES OF CURB. :. °. 2. INSTALL �'e" EXP. JOINTS AT 10' O.C. AND - - AT CORNERS. 5 ° ' ° - a 3. TO LOCATE CURBS, COORDINATES/ ° ° DIMENSIONS ARE TAKEN AT FACE OF CURB 1- #4 REBAR I 7��_��Ej_I I AS INDICATED. 4. FINISH GRADE IS TOP OF CURB AT BETWEEN JTS. 111 PLANTED AREAS AND WALKS. COMPACT SUBGRADE TO 957 5. PROVIDE CURB HEIGHT TRANSITION FROM 6" OF MAX. DRY DENSITY (TYP) TO Y2", 36" FROM EXPOSED CURB ENDS. 6. USE FLEXIBLE FORMS FOR ALL CURVED * PAVING SLOPE NOTE: SEE GRADING SECTIONS - NO EXCEPTIONS. PLANS FOR SLOPE OF ADJACENT PAVING. K2"�7CONCRETE BARRIER CURB .. �� 1-1 /2" = 1'-CI« lslC I � I ON FULL SIZE (3CI" x42" ) 0 2" 4" 8" CONC. SEALANT PAVING (TYP) Y2" (TYP) TO OLED BROOM FINISH TO EDGES OF PAVING CONC. PAVING AND JOINT NOTES: _ - FINISH GRADE, SET & JOINTS (TYP) cO r 1. ANY DAMAGE TO WALK SHALL BE REPAIRED BY REMOVING FLUSH W/TOP OF ZL 6" DEPTH CONC. DAMAGED CONCRETE PAVING SECTIONS AT JOINT LINES AND CONC. PAVING (TYP) PAVING (TYP) Y8" R THICK ;Yb" R TOOLED REPLACING WITH NEW CONCRETE PAVING � PARTIAL I� 1 I EXP. JT. MATL. EDGES (TYP) PATCHING ALLOWED). D 2. JOINT SPACING AS SHOWN ON LAYOUT & MATERIALS PLANS. ,.to EXPANSION JOINTS 3. COORDINATE JOINT LOCATIONS IN ABUTTING WALLS AND/OR III III_ .:.•..: , ::¢' (WHERE SHOWN ON PLANS) CURBS WITH JOINTS IN CONCRETE PAVING (TYPICAL). 1 = oo°00000aooao o°° o° � » 4. WHEN A JOINT IS CLOSER THAN 12 TO A CASTING ADJUST o-z of o°0o°°00.,-O- a,-, °°oo Y4 THICK TOOLED opOo °°oopOo°°°o° °opO° poop°° ' CONC. °°°° °°°°°°°° CONTROL JOINT, 2"DEEP JOINT LOCATION TO ALIGN. WITH OR MEET THE CASTING AT PAVING 90 DEGREES. 4"COMPACTED DEPTH �I I I� I I 1 I 1-WITH �'s"R TOOLED EDGES (Np) 5. PROVIDE ISOLATION/EXPANSION JOINTS AT ALL UTILITY IY8 MINUS CRUSHED #4 REBAR AT APPURTENANCES (CATCH BASINS, STRUCTURES, ETC.). il ROCK BASE COURSE 12" O.C. EA. 6. HOLD EXPANSION JOINT MATERIAL DOWN Y2" -1" BELOW 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 t-tnKITDn1 InInITC SECTIONS - NO EXCEPTIONS. ("2_s1 6" STEEL REINFORCED CONCRETE PAVING & JOINT DETAILS. �11�I�� 1-1/2" = 1'-0�' ON FULL SIZE (30"x42") 0 2" 4" 8" C1.2,C1.3 ^t S11 P BR=423.00 ; ; \ \ -'� ---- \ \ \ \ \ BR=423.00 12" DEPTH ENGINEERED FG=423.46 : FG=423.46 ' \%%/\ WOOD FIBER PLAY 8"x12"xY4'THICK \ \ D' - ::• .. `.: .. ,' : - A .:. - . - AREA SURFACING µ, STL. PLATE WELDED TP=423.50 :�::q:'�1:�;; .:.A ;.����..:o.:� :off.. TP=423.50 �28CONCRETE TO POST, MOUNT I:. •' �4'=11"t' •.:'. 4.... GEOTEXTILE FABRIC c4.1 VERT. CURB SIGN TO PLATE W/ .. •. -- • : DEPTH 4 MIN •. r. , . b , ; ' .A. CONC. PAVING o1 EPDXY (TYP) CONCRETE PAVING...°: °. '.. °.'::-::�.:. ° - .• -0 R a :::._ • • . a.. DRAINAGE AGGREGATE (SEE PLANS) (SEE PLANS) ;..' - BASE (TYP) =N SL ` '• 'PAN ` V1 EW ° _- \\\\\7 7\\ \\\\\\\\\\\ \. 0 8" 16" 32" FULL SIZE (30"x42") �° FINISH MATCH TOP OF RAMP GRADE WITH 28 CONCRETE " " " " " " " " " " �' GRADE TOP OF ADJACENT CURB/PAVING c4.1 VERT. CURB , ,S`,L, , , , , , , , , , , , , \ \ ° • : =1 ' '- �I - o El I Hr NOTE: BROOM FINISH TOP OF MOWSTRIP _ AROUND POST = ° j. - ROL FOC 12"0 STOP SIGN DETAIL TRANSITION SHOULDER DOWNSLOPE SIDE 12" SIDEWALK WIDTH VARIES - SEE PLAN (10'-0" STANDARD) SEE GRADING PLAN FOR DIRECTION AND AMOUNT 6" OF MIN. CROSS SLOPE 6' SHOULDER UPSLOPE SIDE 12° , rFINISH GR4DE FINISH GRADE IRRIGATION LINES (WHERE \\­/\\��\\�/\\�/\\�/\\�/\\� \! - INDICATED ON PLANS) 11 2 COMPACTED BE�1r -I I I 111 1 I ER REP. MUST SUBDRAIN LINE (WHERE HMA CLASS h" 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 (TO 95% OF MAX DRY CRUSHED SURFACING BASE DENSITY) AFTER GRUBBING 25 CONC. VERT. NOTE: STAKE CL OF SIDEWALK FOR APPROVAL PRIOR TO PLACING c4.1 CURB TYP OF CRUSHED ROCK BASE COURSE. ANY DAMAGE TO SIDEWALK SHALL BE REPAIRED BY SAWCUTTING AND REPLACING DAMAGED AREAS. NO OVERLAY PATCHES. 2" HMA CLASS Y8" FIG 58-22 CLASS 'G' Ar%nI IAI T nAk/rkArkIT 1r%InrlAIAI VA c% n-rInAI -11"� 1 /2" = 1'-CIS ON FULL SIZE (V x42" ) C1.2, C1.3 6' RAISED EDGE DETAIL V-a- 6-1 SIDEWALK LEVEL it2" EXTEND SIDEWALK TRANSVERSE V - 0' V - 0" 112' (IN) R JOINTS TO INCLUDE RAISED EDGE • ROU DING O L 1 VT (IN) R- (TYP.) 4 11 .� - 1`1 •>' ,: .• • .S••i'.•: ''.r 1• (1N) R s .'► . (� .A►" I ft 1' - 0' SIDEWALK SEE RAISED EDGE DETAIL - THIS SHE [TYPICAL LINDE SIDEWALK ALL CUT MEN. SLOPES WITH RAISED EDGE 12" (IN) R. [iYP.) •� 2.0% 1 FOR CURB DETAILS `v 1.5% SEE STD PLAN 101 - -. - •'• rT__'--� ADJACENT TO CURB BRIDGE OR PEDESTRIAN 5� �� RAILING ^� BARRIER - SEE SIDEWALK CONTRACT PUNS 112- (IN) R. (TYP.) FLUSH ' I r 15X• VERTICAL WALL - , SEE DETAIL &8- (IN) PREMOLDED i JOINT FILLER ADJACENT TO CURB AND RAILING OR WALL FOR SIDE BUFFER STRIP TREATMENT SIDEWALK bLLUIHLR (SEE NOTE 10) SIDEWALK SECTIONS 112" (IN) R. 1 , 15% (TYP) 2' - 0" SIDEWALK 1'-0" 1'-0" MIN 11T (IN) R. (TYP.) Rout DING �2.0% 1 1.596 I NNW FOR CURB DETAILS ADJACENT TO CURB SEE STD PLAN 101 (STEEP FILL SLOPES) � /---WALL OR BARRIER ( I _1 SIDEWAL.K 112' (IN) PREMOLDED JOINT FILLER SIDEWALK ADJACENT TO WALL DETAIL FOR CURB DETAILS 1.5-% MIN. SEE STD PLAN 101 318' (IN) PREMOLDED JOINT FILLER TYPICAL WHERE APPLICABLE / FOR CURB DETAILS SEE STO PLAN 101 STING ROADWAY CRUSHED ROCK BASI t CRUSHED SURFACING TOP COURSE (CSTC) COMPACT TO 95% MODIFIED PROCTOR (UNLESS REQUIREMENT WANED BY ENGINEER) TYPICAL UNDER ALL CURB, GUTTER S SIDEWALK. CSTC UNDER CURB & GUTTER TO BE G THICKNESS OR MATCH EXISTING ROADWAY CRUSHED ROCK BASE, WHICHEVER IS GREATER (TYP. FOR ALL CURB 8 GUTTER). 1 FINISHED GRADE 1' (IN) BELOW TOP OF CONCRETE SURFACE FOR CURB DETAILS SEE STD PLAN 101 \ •: �, 'Z`\j�`• M. r r BROOMED FINISH OR MATCH EXISTING 00 4- WIDE, SMOOTH �' TROWELED PERIMETER FINISHED GRADE 1- (IN) BELOW TOP OF CONCRETE AN SURFACE FOR PLANTING - FLUSH IF PAVED �, 00 f , � `1-� ip' �� � (CUARB ANDENT ONCRETE GUTTER SHOWN) ADJACENT TO BUFFER STRIP 0. FOR CURB DETAILS SEE STD PLAN 101 1-1J 5- E 118• TO 114' NOTES f \� f. Four be theeminimum pedestrian widthet of the sidewalk shall CONTRACTION JOINT , .r • * •��, • • - P \ IN SIDEWALK ONLY •�'! !� , accessible route (PA;;} free of vertical ► o • . ,• , • .. •e . and horizontal obstructions. Gratings, FULL -DEPTH EXPANSION JOINT IN BOTH -• 1, Access Covers, Junction Boxes, CURET AND SIDEWALK (SEE STD PLAN 101.1) Cable Vaults, Pull Boxes and other appurtenances within the sidewalk �l�F tee- C CONTRACTION JOINT must be flush with surface, and match grade of the sidewalk. JOINT DETAILFINISH • . ' • 2. Monolithic Cement Concrete Curb and s • ` •,,',.ram r0 Sidewalk is not permitted In new For other referenced NOTES see construction, When replacement work STD PLAN 1042 necessitates a Monolithic Cement PREMOL.DE Concrete Curb build per WSDOT JOINT. FILLER FR Standard Plan F-30.10-03. Paved surfaces must comply with E FULL -DEPTH 3. Concrete to be 4,000 PSI. STD PLAN 102.1 as applicable. EXPANSION JOINT Ift PUBLIC WORKS STD PLAN - 102 DEPARTMENT NOTE: DISABLED SIGN AT CONC. PAVING SHOWN, POST CAP NOTE: INSTALLATION IN OTHER FOR TYPICAL SIGN LOCATIONS IS SIMILAR. NEW 1.66"O.D. CALLOUTS SEE STOP POST CAP 11 TOP RAIL (TYP) TYPE R 1-1 (24"x24") SIGN INSTALLATION STOP SIGN (SIMILAR) 12708" SIGN WITH INTERNATIONAL SYMBOL 9 GA. 2" MESH 2.875"O.D. SCH. 40 .� R�sFR.�o OF ACCESS & 'STATE OPPOSITE PARK GALV. STEEL POST I'AIRKING DISABLED PARKING HOLD MESH AT NOTE: PAINT POST & PERMIT REQUIRED' TEXT OF TOP RAIL (1 BACK OF SIGNS (TYP) �'-- 2.875"O.D. SCH. 40NGA GALV. STEEL POST N FEN EE POST 0'\I EPDXY PIPE COLLAR NOTE: PAINT POST & `° POSTS (TYP) TO CONC. POST BASE BACK OF SIGNS (TYP) NEW 1.66"O.D. I 2" BOTTOM RAIL (1 EPDXY PIPE COLLAR 2» FINISH TO CONC. POST BASE EXISTING SLOPE GRADE GRADE ii ND CONCRETE ROUND CONCRETE FING t -I FOOTING DISABLED SIGN DETAIL 31\ REGULATORY SIGN MOUNTING DETAILS 'I = EXISTING 1= FENCE POST ' CEMENT CONCRETE I} SIDEWALK, f iC 7 -1 FEXISTING I GRADE i i I I� FOOTING 27 CONC. BARRIER Ln I I:UM,:. UUKtS EXISTING CURB C4.1 &GUTTER FENCE POST C4,1 FOOTING *NOTE: 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 TAMP TO CRISP NEAT EDGES EDGES AT 75' ANGLE ca.i r3i 6' HIGH CHAIN LINK FENCE AT PARKING LOT r^ C C m E v J aJ o� O w y n a ° oin N N - a� w 0: 6U ��2 U o 2°~ V C!� 0 ° a a� rr1 U� Mn\JJ �'a C ° LN 3 N Q m N Lo o o X W LLJ C) C) U Q C) M zo Z N Co � L-Oo � �o WZ \ wZNat_ z� w p ,,Z FNU < cno = J- (n � W �11■1 I� � J 0 +� LLI a '4 10 06 1--1 Z O c U a � w V W cd 07 nsoi SCn�E: NOTED C4ml R-419522 Sheet 22 of 40 C4.6 �..� 'It = 1'-0" ON FULL SIZE (V x42") (UNLESS NOTED OTHERWISE) 0 6" 12" 24" C 1.1 PE��� 1 It 1'-0" ON FULL SIZE (30" x42" ) 0 6" 12" 24" C1,1 1 /2" = 1'-6" ON FULL SIZE (36" x24" ) 0 6 127 24" PERMIT SET Copyright©2021 - Bruce Dees & Associates (All Rights Reserved) CADD filename: R: \DRAWINGS\l7501 - RENTON KIWANIS PARK IMPROVEMENTS\10 - REV PERMIT SET\17501-C4.1-C4.7.DWG Plotted. 1.18.22-12:55 By(sjensen) BID #: