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0 R.O.W OR HEAVY DUTY ASPHALT PAVEMENT, SEE DETAIL #1C, SHT. G4.1 ACCESSIBLE CROSSWALK: 4" VIDE BLUE PAINTED DIAGONAL LINES, TYPICAL. INSTALL DOCK LIFTER, SEE DETAIL #23, SHT. G4.1
REFER TO DETAIL #3, SHT. G,,.2 15
QSTANDARD ASPHALT PAVEMENT, SEE DETAIL #1A, SHT. G4.1 --- 13 < j
ACCESSIBLE LOGO AT PARKING SPACE: REFER TO DETAIL #5, SHT. G4.2 404 BUMPER POST, REFER TO DETAIL #7, SHT. G4_2 _j 0
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SEE G3.1 FOR MORE NEW TENNIS COURT/ PATH PAVING, SEE DETAIL 1 B, SHT. G4.1 ACCESSIBLE PARKING SIGN: REFER TO DETAIL #4A, SHT. G4.2 45 RECONSTRUCTED & NEW TENNIS COURTS. SEE DETAILS #1-8, 13, SHT_ G4.3 _Ao 0 0 0 <
INFORMATION IN THIS AREA ASPHALT PAVEMENT AT EXISTING ASPHALT JUNCTION- INSTALL PETROMAT FABRIC SYSTEM 'AMOPAVE" INSTALL TENNIS BACKBOARDS IN LOCATIONS NOTED.
O AS MANUFACTURED BY BP AMCO FABRICS AND FIBERS COMPANY 1-800-445-7732 IN AREAS ACCESSIBLE VAN PAP""ING Slu-iJ-. REFER TO DETAIL #4-B, SHT. G4.2 SEE DETAIL #5, SHT. G4.3
OF NEW PAVING ADJACENT TO EXISTING ASPHALT. SEE DETAIL #3A OR B, SHT. G4.1
ASPHALT PAVEMENT TRANSITION, SEE DETAIL #2, SHT. G4.1 4' WIDE WHITE PAINTED LINE, TYPICAL AT CAR PARKING SPACES 47 RESURFACE HIGH JUMP AREA Lu <
12'-0' cr co o
O INSTALL MINIMUM 1-1/2` ASPHALT TOPPING OVER EXISTING ASPHALT SURFACE, SEE GRADING PLAN I' WIDExlO'+- LONG WHITE PAINTED STOP BAR CONSTRUCT NEW LONG JUMP RUNWAYS AND PITS. SEE DETAILS #10, 11,12, 17, SHT_ G4.3 15
FOR ELEVATIONS.
W
15 MILL OFF (1 1/2- + OR -) EXISTING RUBBERIZED ASPHALT, APPLY GEOFABRIC AND REPAVE WITH 2" 27 4' WIDE BLUE PAINTED LINES, TYPICAL AT BUS PARKING SPACES RECONSTRUCT SHOT PUT AREA. SEE DETAILS 15, 16, SHT. G4.3 co W z
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ASPHALT OVERLAY SURFACE- WEDGE AND LEVEL ASPAHLT AS REQUIRED TO MAINTAIN DRAINAGE AND 208 WHITE PAINTED DIRECTIONAL SIGNAGE SEE DETAIL #6, SHT. G4.2 INSTALL 1 1/2- ASPHALT TOPPING AND RESURFACE EXISITING TENNIS COURTS. HEAT LANCE
MEET TRACK REGULATIONS. APPLY SYNTHETIC SURFACE AND R STR'i'D�- DER AND EXICTIN^, ALL STRUCTURAL CRACKS HOT POUR CRACK FILLER, TACK COAT& COVER ENTIRE EXISITNG
056
CD
NE OVERLAPP 4' ON TO NEW COURT BASE COURSE WITH GEOFABRIC PRIOR TO
LAYOUTSEE DETAILS #9, SHT. G4.3 -109 4' 'NOE DC�B L -OW PAI GR YELL 'ANK"LL LA. LJL J
OSEE PLAN 1-1/2" A.S-PHALT TOPPING
PROTECT EXISTING TREES SHOWN TO REMAIN ALTERNATE- INSTALL 1 112- ASPHALT OVER EXISTING ASPHALT SURFACE CUT OUT & REPLACE
30 STOP SIGNS SEE DETAILS #16, SHT. G4.2 & LL. W
I 9O CONCRETE SLAB AND EXISTING ASPHALT PAVING JUNCTION, (BASE BID) SEE DETAILS #12, SHT. G4.1 DETERIORATED ASPHALT & STONE BASE AS REQUIRED. ALTERNATE INCLUDES CONSTRUCTION OF
PIPE GATE, REFER TO DETAIL #14,18, SHT. G4.3 CURBS AS �7n-ED 15II 0
TYPICAL FRONT ENTRY CONCRETE FINISHING. SEE DETAIL #18, SHT. G4.1 0 9 NEW CONCRETE STEPS SEE DETAIL #2, SHT. G4_2 J
SITE IDENTIFICATION SIGN, SEE DETAIL #15, SHT. Al -20. FINAL LOCATION TO BE APPROVED -332 "
BY ARCHITECT AND CITY 53 CONSTRUCT CURB TURNOUT AROUND EXISTING STORM STRUCTURE. W
4* THICK CONCRETE SIDEWALK/SLAB, REFER TO DETAIL #14, 18, 19, SHT_ G4.1 9 STALL
TRUCTURED1HPOST AND PANEL DIRECTIONAL SIGNAGE- SEE DETAIL 11A, B, C, SHT. G4_2 I 1 1/2- ASPHALT OVERLAY ON BUS ACCESS ROAD AS NOTED. ADJUST GRADES OF <
6" THICK CONCRETE SLAB, SEE DETAIL J15, 18, 19, SHT. G4_1 9 �D
ADJACENT NEW IMPROVEMENTS AS REQUIRED TO PROVIDE 6" FINAL CURB HEIGHTS AND 52
4% ASPHALT AND TURF EDGE. SEE DETAIL #4, SHT. G4.1
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MONOLITHIC CURB AND WALK, SEE DETAJL #9, SHT. G4.1 SMOOTH TRANSITION BETWEEN PAVING. CUT OUT AND REPLACE DETIORIORATED ASPHALT &
STONE BASE AS REQUIRED 15 cl MD
14 6' STANDING CONCRETE CURB, SEE DETAIL #11, SHT. G4.1 6" DEEP MIN. LAYER OF 1' DiA. WASHED RIVER GRAVEL AGGREGATE OVER WEED BARRIER 0- .
15 % **% CHAINLINK FENCING 9 BASEBALL BACKSTOP SEE DETAIL 6", 10''rFl, 0
6 '-4' TYPICAL CONCRETE STOOP. SEE STRUCTURAL DRAWINGS. REFER TO DETAILS #10, 11, 15, SHT. G4.2
19 0 - � a . a 9 SOFTBALL BACKSTOP SEE DETAIL
- 11 5 CHANLINK GATE
C-4 TYPICAL EXPANSION JOINTS. REFER TO DETAIL #19, SHT. G4.1 DUGOUTS, SEE DETAIL
REFER TO DETAILS #10, 11, 14, 15, SHT. G4.2 �5
109'-0" TYPICAL CONTRACTION JOINTS- REFER TO DETAIL #19, SHT. G4_1 FLAG POLE SEE DETAIL #12, SHT. G4.2 TOP DRESS EXISTING INFIELDS, ONDECK, ETC. WITH 1 1/2' LAYER BRICKDUST
12'
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WARP DOWN WALK TO MEET DRIVE OR PARKING AREA ELEV_ 1:12 MAX. SLOPE. BENCHES, SHALL BE 'PLEXUS* SERIES STRAIGHT W/O BACK, 8' LONG POST IMBEDMENT SET NEW HOME PLATE, PITCHERS MOUND AND BASES SEE DETAIL i Surf3ce
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O AS MANUF. BY LANDSCAPE FORMS 806/843-7753 OR IN COLOR AS SELECTED BY ARCHITECT
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63 SLOPED CURB END- REFER TO DETAIL #8, SHT. G4.1 BIKE "',"r'VQ- SHALL BE ORIGINAL *CYCLOOPS" WITH IMBEDMENT TYPE INSTALLATION AS MANUF. p INSTALL NEW FOUL POLES, SEE DETAIL #8, SHT. G4.5
0 By COLUMBIA CASCADE 503/223-1157 IN COLOR AND FINISH AS SELECTED BY ARCHITECT 12, mp
• ACCESSIBLE CURB -CUT RAMP- REFER TO DETAIL #20A, SHT_ G4.1 CONSTRUCT 6" DEEP X 5' WIDE COMPACTED LIMESTONE AGGREGATE NATURE PATH. LOCATION
O ACCESSIBLE CURB -CUT RAMP. REFER TO DETAIL #208, SHT. G4.1 TRASH RECEPTACLES SHALL BE *PLEXUS* SERIES 20*X40",30 GAL.,SIDE OPENING AS MANUF. AS NOTED SEE DETAIL #17, SHT. G4.2
10
BY LANDSCAPE FORMS 800/843-7753 OR IN COLOR AS SELECTED BY ARCHITECT. 62
C) REMOVE EXISTING I IVAL( EXPAND EXISTING NATURE PATH SHOWN TO REMAIN TO 5' WIDTH AS NOTED IN PLAN NOTE #61
0 /1' 1 24'- 0"
d TWO PRECAST CURB U SEGMENTED UNIT RETAINING WALL SEE DETAIL #8, SHT. G4.2 CAP BALANCE WITH 2" COMPACTED LIMESTONE FINES AS SHOWN IN DETAIL #17, SHT. G4.2
15
Oho 9 PAVEMENT TRANSITION W/ NEW & EXISTING OVERLAY, SEE DETAIL #6, SHT. G4.1
0 'o I I
DOINOT DISTURB EXIST TREES -0"
14' 11
Ict zi� 1 -9.
1 12: 9*1- 9'-4",15'-0% 51
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14 ALTER 4ATE
15 41
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8
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0 ONE DRAINAGE BED (ALL 91 ES) 39 L__j
c) 6 R3 R320'
72'
AND UNDER RAMP & Sl 6 39 R350'
16 fA
5'-0" 4- R310'
52 UO
R310'
0 41 R320'
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STEP PLATFORMS, RAMP. & I RAILING TO BE REMOVED
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& BASE AND DISCGNIECT SERVICE ........ I . ----- -_ * 1
REMOVE EXISTING LIGHT POLE 3 6*�r' 1 - R
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CLAY MIDDLE SCHOOL
201103.04
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ES 0 9' = 45'
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CLAY MIDDLE SCHOOL
201103.04
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