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Home My WebLink AboutR-371526U) CL f Z U z w W O a W O a W F- U) J O O U) Q z W W J W W J '0 V a Q W Q z 0 W cc x HMA CLASS 3/8'. PG 6422 -�- CRUSHED SURFACING `a BASE COURSE PER WSDOT 9.03 -9(3) \ \ / -12' COMPACTED // \� \ //• \� SUBGRADE TO 95% NOTES: 1. ALL DEPTHS SHOWN ARE COMPACTED DEPTHS. 2. THE CONTRACTOR SHALL EXPOSE EXISTING FILL, PROOF ROLL AND COMPACT TO 95 %. IF YIELDING CONDITIONS ARE ENCOUNTERED, YIELDING MATERIALS SHALL BE REPLACED WITH IMPORTED STRUCTURAL FILL MATERIAL. THE DEPTH OF MATERIAL REPLACEMENT SHALL BE DETERMINED BY THE GEOTECHNICAL ENGINEER. LIGHT DUTY ASPHALT CEMENT PAVEMENT SECTION NOT TO SCALE I CEMENT 6' CONCRETE, SEE ARCHITECT PLANS FOR CONSTRUCTION CLASS 4000 2' TOOLED JOINT LA OUT JOINT 2% SLOPE MAX (1/4" DROP PER 1') III III III III III III II - I I COMPACTED 2" CRUSHED SUBGRADE SURFACING BASE COURSE NOTES 1. SUBGRADE COMPACTION FOR CONCRETE CURB AND WALKS SHALL BE 95% OF MAXIMUM DENSITY. 2. EXPANSION JOINTS CONSISTING OF 3/16" BY 2" PREMOLDED JOINT MATERIAL SHALL BE PLACED AT 16 FOOT INTERVALS. 3. PROVIDE INTERMEDIATE TOOLED CONTRACTION JOINTS WITH SHINER AT 4 FOOT INTERVALS. 4. WALK SHALL BE BROOM FINISHED WITH 4" TROWELED EDGES. COORDINATE WITH ARCHITECT TO VERIFY FINISH MATCHES EXISTING WALKS. '\ INTEGRAL CURB AND WALK 4' SHINER EACH SIDE OF EXPANSION JOINT (TYP) RAMP TEXTURE (SEE NOTE 1) 3/8' EXPANSION JOINT SIDEWALK CLASS 4000 CEMENT CONCRETE PAVEMENT CRUSHED SURFACING BASE COURSE PER / \` \`� \� \` \`� \� WSDOT 9.03 -9(3) 12" COMPACTED SUBGRADE TO 95% NOTES: 1. DEPTHS ARE COMPACTED THICKNESS. 2. DUMMY JOINTS CONSISTING OF 3/16" BE 2" PREMOLDED JOINT MATERIAL SHALL BE PLACED AT MAXIMUM 18 FOOT INTERVALS. 3. PROVIDE A TOOLED CONSTRUCTION JOINT AT MAXIMUM 6 FOOT INTERVAL. 4. THE CONTRACTOR SHALL EXPOSE EXISTING FILL, PROOF ROLL AND COMPACT TO 95 %. IF YIELDING CONDITIONS ARE ENCOUNTERED, YIELDING MATERIALS SHALL BE REPLACED WITH IMPORTED STRUCTURAL FILL MATERIAL. THE DEPTH OF MATERIAL REPLACEMENT SHALL BE DETERMINED BY THE GEOTECHNICAL ENGINEER. LIGHT DUTY CEMENT CONCRETE SIDEWALK SECTION 10" 1-1/2"R (TYP) DEPTH OF .- THRU JOINT 1" R (NP) �. •' NOTE: THE ADHESIVE SHALL MEET THE REQUIREMENTS OF SECTION ADHESIVE, SEE NOTE 9 -26.1 FOR TYPE -II EPDXY BONDING AGENT EXTRUDED CURB NOTES A� RAMP 1. PATTERN AREA SHALL BE 2' LONG. B 2. PATTERN AREA SHALL BE THE WIDTH OF THE WALKWAY OR ACCESS AISLE. 3. PATTERN AREA SHALL BE SAFETY O YELLOW IN COLOR UNLESS NOTED - I B OTHERWISE O TRUNCATED DOME DETAIL V NOT TO SCALE CURB LIP SHALL NOT EXCEED 1/2" SEE NOTE 3 R7-8a SIGN AT VAN - NOTES: ACCESSIBLESTALL 1. RAMP TEXTURING SHALL CONSIST OF TRUNCATED DOMES ACCORDING TO DETAIL 10 ON THIS SHEET 2. CURB RAMP WILL NOT BE POURED INTEGRAL WITH SIDEWALK AND SHALL BE 2" DIA GIP SCH 40 ISOLATED BY EXPANSION JOINT MATERIAL ON ALL SIDES, BUT NOT AT END OF RAMP ADJACENT TO THE ASPHALT PAVING. 3. ALL EDGES SHALL BE BEVELED 4. THIS RAMP IS FOR INTERNAL USE ON SITE. CURB RAMPRB RAMP CONCRETE- S Know whars below. Cal before you dig. PROPOSED GRADE AT FLOOR OF PARKING SPACE HMA CLASS 318 ", PG 64 -22 RUSHED SURFACING SE COURSE PER \, X 1SUBCRADAE°o 95% NOTES: \ \/i �� \ / \/i ��\ 1. ALL DEPTHS SHOWN ARE COMPACTED DEPTHS. 2. THE CONTRACTOR SHALL EXPOSE EXISTING FILL, PROOF ROLL AND COMPACT TO 95 %. IF YIELDING CONDITIONS ARE ENCOUNTERED, YIELDING MATERIALS SHALL BE REPLACED WITH IMPORTED STRUCTURAL FILL MATERIAL. THE DEPTH OF MATERIAL REPLACEMENT SHALL BE DETERMINED BY THE GEOTECHNICAL ENGINEER. HEAVY DUTY ASPHALT CEMENT PAVEMENT SECTION NU I I U 3UALC /-CROSSWALK MARKINGS SHALL BE THERMO PLASTIC WIDTH (TYPICAL) NOTES: 1. PAVEMENT MARKING SHALL CONFORM TO MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES(MUTCD) STANDARDS. 2. PROVIDE WIDTH PER PLAN. CROSSWALK DETAIL CLASS 4000 CEMENT CONCRETE PAVEMENT o. CRUSHED SURFACING BASE COURSE PER WSDOT 9.03 -9(3) \ / 12" COMPACTED NOTES: SUBGRADE TO 95% 1. DEPTHS ARE COMPACTED THICKNESS. 2. DUMMY JOINTS CONSISTING OF 3/16" BE 2" PREMOLDED JOINT MATERIAL SHALL BE PLACED AT MAXIMUM 18 FOOT INTERVALS. 3. PROVIDE A TOOLED CONSTRUCTION JOINT AT MAXIMUM 6 FOOT INTERVAL. 4. THE CONTRACTOR SHALL EXPOSE EXISTING FILL, PROOF ROLL AND COMPACT TO 95 %. IF YIELDING CONDITIONS ARE ENCOUNTERED, YIELDING MATERIALS SHALL BE REPLACED WITH IMPORTED STRUCTURAL FILL MATERIAL. THE DEPTH OF MATERIAL REPLACEMENT SHALL BE DETERMINED BY THE GEOTECHNICAL ENGINEER. HEAVY DUTY CEMENT CONCRETE SIDEWALK SECTION 6, -0" 9., O O 1" DIA HOLES 3:1 SAND & CEMENT GROUT 1 "DEPTH NON - SHRINK GROUT - 41/2" 2" CLEARANCE (TYP) � � (2)#61 NOTES: REFER TO PLAN FOR LOCATION OF WHEEL STOPS. '\ WHEEL STOP POST AT FENCE & GATE LOCATIONS- SEE PLAN CONCRETE MOW STRIP W/ EXP 1/4' SLOPE - TYP JOINTS AT 15' -0" O.C. W/ SCORED CONTROL JOINTS EVENLY SPACED BETWEEN EXPANSION 3/4" EASED EDGE JOINTS AT 5' O.C. FINISHED SHRUBS GRADE MULCH LAWN NOTE: 8" PROVIDE PVC SLEEVING AS (1) #4 BARS CONT. REQ'D FOR IRRIGATION WORK STOP AT EXP JOINTS ACCESSIBLE PARKING SPACE SIGNAGE 24" AT FENCE LOCATIONS, 18" WHERE NO FENCE MOW CURB DETAIL MIN MAX A 1 518" 2 3/8" B 518" 1 1/2" C 7/16" 3/4" D 7/8" 1 7/16" TRUNCATED DOME DETAIL V NOT TO SCALE CURB LIP SHALL NOT EXCEED 1/2" SEE NOTE 3 R7-8a SIGN AT VAN - NOTES: ACCESSIBLESTALL 1. RAMP TEXTURING SHALL CONSIST OF TRUNCATED DOMES ACCORDING TO DETAIL 10 ON THIS SHEET 2. CURB RAMP WILL NOT BE POURED INTEGRAL WITH SIDEWALK AND SHALL BE 2" DIA GIP SCH 40 ISOLATED BY EXPANSION JOINT MATERIAL ON ALL SIDES, BUT NOT AT END OF RAMP ADJACENT TO THE ASPHALT PAVING. 3. ALL EDGES SHALL BE BEVELED 4. THIS RAMP IS FOR INTERNAL USE ON SITE. CURB RAMPRB RAMP CONCRETE- S Know whars below. Cal before you dig. PROPOSED GRADE AT FLOOR OF PARKING SPACE HMA CLASS 318 ", PG 64 -22 RUSHED SURFACING SE COURSE PER \, X 1SUBCRADAE°o 95% NOTES: \ \/i �� \ / \/i ��\ 1. ALL DEPTHS SHOWN ARE COMPACTED DEPTHS. 2. THE CONTRACTOR SHALL EXPOSE EXISTING FILL, PROOF ROLL AND COMPACT TO 95 %. IF YIELDING CONDITIONS ARE ENCOUNTERED, YIELDING MATERIALS SHALL BE REPLACED WITH IMPORTED STRUCTURAL FILL MATERIAL. THE DEPTH OF MATERIAL REPLACEMENT SHALL BE DETERMINED BY THE GEOTECHNICAL ENGINEER. HEAVY DUTY ASPHALT CEMENT PAVEMENT SECTION NU I I U 3UALC /-CROSSWALK MARKINGS SHALL BE THERMO PLASTIC WIDTH (TYPICAL) NOTES: 1. PAVEMENT MARKING SHALL CONFORM TO MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES(MUTCD) STANDARDS. 2. PROVIDE WIDTH PER PLAN. CROSSWALK DETAIL CLASS 4000 CEMENT CONCRETE PAVEMENT o. CRUSHED SURFACING BASE COURSE PER WSDOT 9.03 -9(3) \ / 12" COMPACTED NOTES: SUBGRADE TO 95% 1. DEPTHS ARE COMPACTED THICKNESS. 2. DUMMY JOINTS CONSISTING OF 3/16" BE 2" PREMOLDED JOINT MATERIAL SHALL BE PLACED AT MAXIMUM 18 FOOT INTERVALS. 3. PROVIDE A TOOLED CONSTRUCTION JOINT AT MAXIMUM 6 FOOT INTERVAL. 4. THE CONTRACTOR SHALL EXPOSE EXISTING FILL, PROOF ROLL AND COMPACT TO 95 %. IF YIELDING CONDITIONS ARE ENCOUNTERED, YIELDING MATERIALS SHALL BE REPLACED WITH IMPORTED STRUCTURAL FILL MATERIAL. THE DEPTH OF MATERIAL REPLACEMENT SHALL BE DETERMINED BY THE GEOTECHNICAL ENGINEER. HEAVY DUTY CEMENT CONCRETE SIDEWALK SECTION 6, -0" 9., O O 1" DIA HOLES 3:1 SAND & CEMENT GROUT 1 "DEPTH NON - SHRINK GROUT - 41/2" 2" CLEARANCE (TYP) � � (2)#61 NOTES: REFER TO PLAN FOR LOCATION OF WHEEL STOPS. '\ WHEEL STOP POST AT FENCE & GATE LOCATIONS- SEE PLAN CONCRETE MOW STRIP W/ EXP 1/4' SLOPE - TYP JOINTS AT 15' -0" O.C. W/ SCORED CONTROL JOINTS EVENLY SPACED BETWEEN EXPANSION 3/4" EASED EDGE JOINTS AT 5' O.C. FINISHED SHRUBS GRADE MULCH LAWN NOTE: 8" PROVIDE PVC SLEEVING AS (1) #4 BARS CONT. REQ'D FOR IRRIGATION WORK STOP AT EXP JOINTS ACCESSIBLE PARKING SPACE SIGNAGE 24" AT FENCE LOCATIONS, 18" WHERE NO FENCE MOW CURB DETAIL PERMIT SET smrrv: Xwo I AS NOTED 1°®MfNL1D106"0p1 �� DATUM Xr nu aru s Xm axr Xwx svr: w,munr DOME CONCRETE - TROWEL SMOOTH o I_ c7.J STEEL PIPE 8'X o ° 6'-6" LONG -FILL F. W /CONC I- 1"MIN. LJ 2' -6" ROUND OR SQUARE BOLLARD DETAIL 3" MIN. (2) 3/4 BARS Z 6'1MIN. s 0 10" MAX. NOTES: 1. THE BOLLARDS SHALL BE 8" ID, SCHEDULE 40 PIPE, CONCRETE FILLED 2. THE BOLLARDS SHALL BE PRIMED AND PAINTED SAFETY YELLOW. 3000 PSI CONCRETE FOOTING J NOT TO SCALE R=35TI 526 'A§ Checked v Checked for Compliance to City Standards 2 9Mgo ` O `M+� (i• /11. t:+SIaNAL� lI� -+�T- T A C O M A• SEATTLE - SPOKANE -TRI- CITIES z CITY OF RENTON Planning /Building /Public Works Dept. NOME rXxenX v m "m.Xn wu XXIML vc WiE®ML YM MO 9iN➢lE XBGY 6 2215 North 30th Street, Suite 300 Tacoma, WA 9840: XX Xxm ro elan M Q�d9P NN6 X R➢6 YYLFIIr 6 WI IH MYf2MK Ot MHiE9m. rm Xaxt Xarmu 253.383.2422 TEL 253.383.2572 FA% wxW.and.can WEB xma ro ma ew�ra ra.xr "ia IAec RENTON ACADEMY AT SPRING GLEN ELEMENTARY 31 WM 201' SITE IMPROVEMENTS RENTON SCHOOL DISTRICT YX.i MQ PAVING AND PARKING LOT DETAILS C6.5 am: 31 X35 z z ADDENDUM NO. 4 ACB 1/28/1 WJF A BRAUN a M 0 3 ADDENDUM NO. 3 ACB I 24 14 WJF F. KATONA ADDENDUM NO. 1 ACB 1 17 14 WJF omXu W. FIERST NO. REVISION BY DATE APPR -S COMFORr PERMIT SET smrrv: Xwo I AS NOTED 1°®MfNL1D106"0p1 �� DATUM Xr nu aru s Xm axr Xwx svr: w,munr DOME CONCRETE - TROWEL SMOOTH o I_ c7.J STEEL PIPE 8'X o ° 6'-6" LONG -FILL F. W /CONC I- 1"MIN. LJ 2' -6" ROUND OR SQUARE BOLLARD DETAIL 3" MIN. (2) 3/4 BARS Z 6'1MIN. s 0 10" MAX. NOTES: 1. THE BOLLARDS SHALL BE 8" ID, SCHEDULE 40 PIPE, CONCRETE FILLED 2. THE BOLLARDS SHALL BE PRIMED AND PAINTED SAFETY YELLOW. 3000 PSI CONCRETE FOOTING J NOT TO SCALE R=35TI 526 'A§ Checked v Checked for Compliance to City Standards 2 9Mgo ` O `M+� (i• /11. t:+SIaNAL� lI� -+�T- T A C O M A• SEATTLE - SPOKANE -TRI- CITIES z CITY OF RENTON Planning /Building /Public Works Dept. NOME rXxenX v m "m.Xn wu XXIML vc WiE®ML YM MO 9iN➢lE XBGY 6 2215 North 30th Street, Suite 300 Tacoma, WA 9840: XX Xxm ro elan M Q�d9P NN6 X R➢6 YYLFIIr 6 WI IH MYf2MK Ot MHiE9m. rm Xaxt Xarmu 253.383.2422 TEL 253.383.2572 FA% wxW.and.can WEB xma ro ma ew�ra ra.xr "ia IAec RENTON ACADEMY AT SPRING GLEN ELEMENTARY 31 WM 201' SITE IMPROVEMENTS RENTON SCHOOL DISTRICT YX.i MQ PAVING AND PARKING LOT DETAILS C6.5 am: 31 X35 z z H ti °z `1 9 a M 0 3 "G 9 y � }r S z or z a