Plans (12) PLM2018 -00180
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CITY OF TIGt.
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TIGARD HIGH SCHOOL TENNIS COURTSa g
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CITY OF TIGARD
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Conditionally Approved.............. ( ] Z cn rn
CITY OF TIGARD WASHINGTON COUNTY, OREGON See Letter to:AttachFolloed.... r[r cO Permit Number:AU►7 60 m 15
SECTION 14, TOWNSHIP 2 SOUTH, RANGE 1 WEST By: ° Date: un s"-; tiD
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SW DURHAM RD. 1
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COVER SHEET W = _
PROJEC it C4.0 UTILITY PLAN U ( )
LOCATIO Izos a PROPOSED C5.0 DETAILS � ^
zI C5.1 DETAILS U) v!
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PROJECT
LOCATION
SW WRH RD
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SWR ELSRDDKRD PROPERTY OWNER APPLICANT
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TIGARD-TUALATIN SCHOOL DISTRICT TIGARD-TUALATIN SCHOOL DISTRICT o
15 6960 SW SANDBURG STREET 6960 SW SANDBURG STREET
TIGARD, OREGON 97223 TIGARD, OREGON 97223
sw ruAun"RD PHONE: 503-431-4000
C=! CONTACT: ERNIE BROWN, SUPERINTENDENT
STREET ADDRESS
ENGINEERISURVEYOR
o TIGARD HIGH SCHOOL w
a 9000 SW DURHAM RD, CARDNO LA759 O
w TIGARD, OREGON 97224 6720 SW MACADAM AVENUE, SUITE 200
o' LOCATION MAP PORTLAND, OR 977219 /r 1�� l�{LOC/"
PHONE: 503 419 2500 V ECEY . STMCKLER
FAX: 503 419 2600
SCALE: NTS SITE INFORMATION z OREGON
CONTACT: MATT LEWIS, PE
N LOCATED IN SECTION 14, TOWNSHIP 2 SOUTH, RANGE 1 WEST, 4PR
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WILLAME
GONTTE MERIDIAN, CITY OF TIGARD, WASHINGTON COUNTY, BENCHMARK/BASIS OF BEARINGEXPIRESt Aao e
ELEVATION DATUM: WASHINGTON COUNTY(NGVD 29)
rn v SITE TAX LOT: 2S114AA00100 BENCHMARK: #179- 1-3/8" BRASS DISK J
LOCATION: SET IN EAST CURB OF SERENA COURT, 47' SOUTH OF DATE 104/18/2018
SITE SIZE : 43.5 ACRES THE CENTERLINE OF SW DURHAM ROAD
0 o ELEVATION: 199.69' DRAWN BFS
C-) ZONING DESIGNATION: LOW DENSITY RESIDENTIAL PLANNING w DESIGNED 1 BFS
Y N
DISTRICT (R-4.5) BASIS OF BEARING WAS DERIVED FROM THE FOUND AND HELD — CHECKED 1 MCL
a MONUMENTS MARKING THE CENTERLINE OF SW DURHAM ROAD PROJECT# 1 2171281010
o PROPOSAL: PUBLIC SCHOOL IMPROVEMENTS PER U.S.B.T. 003, PAGE 508, BEING NORTH 89°49'44" EAST. J
SHEET TITLE
COVER SHEET
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EXISTING NATURAL TURF ATHLETIC FIELD I U) s 3
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EXISTING PAVEMENT .° ~
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NEW CARTRIDGE FILTER CATCH BASIN
RIM = 183.88 1 Ate: RookieClOt fir Sec. �07.q C,PSC, eo k vkr of P,pinj+t A i's M o r�_+kO-h toof�, ;���k Ae° 6pek tok4ilk NEW DRAIN BASIN IN NATURAL TURF I d
8" PVC OUT (W) = 180.92± RIM = 179.39
EXISTING PARKING 8" PVC OUT(S) = 178.39± 2 I V J
8" SOLID STORM PIPE
3
336' @ >0.5% SLOPE
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SURF,4CE ELEVATION = 183:y1....
SUaFAQ •EL fAX{QN- 1 3: 1. . . .'. . .'. .. . .. .$URFACE EC-WATlo K 4.*$�^:?1.. .. .. . .. . I
S>JRFAELEVA710N , 182,24::. . .': r'OV.RrAGE:EL.EV/FN.. .i$tl.7t ;; .; ;• ;•:•:•:•;•:: :Sl1FtfACI ELEVATION-•1 __ _. �'x1" ' 8" PVC OUT (W) - 176.37 Q 0
INVERfi.:.183.38. NV.ERT. ..1$]..85. .............. .. .. INVERT. ..18Y.28.. .. .. .. . . . . . . . .. . . . . INVERT. Y8. .88. . . . .. .. .. .. .. .'.'... .. .. .. .. ... INtl1 RT.=?79:7$' _.. .. .. .. .. .. . .. .. . . . . . . . . . .. .. ....... ...... ....... .. .. .. .... . . . . . .. . .. . . . . .. .. .. .. . .. . . .. . . . . . . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . . .. .... 4 PVC IN E - 178.00
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1 STORM AS-BUILT INFORMATION -2005 X
STORM DRAINAGE MANHOLE 4 4 m
APPROXIMATE PROPERTY LINE LOCATION RIM = 181.47' 1
BASED ON TAX LOT INFORMATION 10"PVC IE OUT (E) = 176.3
I 6" PVC IN (NW) = 176.5 EXISTING STORM
I DRAINAGE MANHOLE 1
RIM = 176.78'
10"PVC(W) = 171.03' EXISTING STORM
(SW) = 17125' DRAINAGE MANHOLE
4"PVC(N) = 171.03'± RIM
= 174 1 170.85'±
10"PVC(E)WITH ORIFICE 8-PVC(E)= 170 .8 t
I STRUCTURE = 171.03'
WATER LEVEL = 171.08'±
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EXISTING KEY NOTES PROPOSED KEY NOTES I—
EXISTING STORMWATER MANHOLE. O1 INSTALL CARTRIDGE FILTER CATCH BASIN
g SEE GRADING PLAN FOR RIM ELEVATION IST
a ❑2 EXISTING 10" STORMWATER PIPE. FIELD LOCATE. SEE DETAIL 8, SHEET C5.0
} I A75
J � EXISTING 10" STORM PIPE INVERT AT THIS LOCATION O INSTALL 12" DRAIN BASIN
APPROXIMATELY 172.79±, FIELD VERIFY SEE GRADING PLAN FOR RIM ELEVATION ECKY STRICMR
0 F4 EXISTING FRENCH DRAIN SEE DETAIL 2, SHEET C5.0
_ rL OREGON ty'
o O INSTALL 8" PVC STORM PIPE ds 11/18/11 1�
SEE DETAIL 4, SHEET C5.0 FOR TRENCH SECTION m CSE NgG�
U EXPIRES 11/30/18
O INSTALL STANDARD TRENCH DRAIN
SEE DETAIL 5, SHEET C5.0 J
m U
O INSTALL INLINE CATCH BASIN WITH 4" STORM PIPE A DATE 1 04/18/2018
} SEE DETAIL 6, SHEET C5.0 !^ DRAWN 18FS
o VJ
Y E O INSTALL 4" STORM PIPE w DESIGNED I BFS
SEE DETAIL 4, SHEET C5.0
CHECKED 1 MCL
o PROJECT# 12171281010
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o N J SHEET TITLE
UTILITY PLAN
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N O;-o
n �
SHEET NUMBER
SCALE:
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o 4i 20' 10' 0 20'
C4 . 0
aLT
LAND USE#
o
VARIES
CURB JOINT C :3 O
(SEE NOTE 4) 2"OF 3l4"-0 z
ROCK
LL_ o
PAVEMENT ~ 2%SLOPE y : N
VARIES PER PLAN •
OUTLET CAP CLOSING CAP SEE NOTE 5 ' CD a D_ M
v
REMOVE BELL END COMPACTED SUBGRADE LU x�
S=0.50% NOTES: LL
S=0.0% S=0.50% O
1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 r o
DAYS,SLUMP RANGE OF 1-1/2"TO 3". Q 8
2. PANELS TO BE 5 FEET LONG. Z � E
INSTALL 6"C900 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY wv 6
CONNECT TO CATCH BASIN VAULTS,WHEEL CHAIR RAMPS,AND AT SPACING NOT TO EXCEED 45 FEET. c
4. FOR SIDEWALKS ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE U) 9
TRENCH DRAIN SIDE VIEW CURB,THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2 O
INCH RADIUS. d LU
5. SIDEWALK SHALL HAVE A MIN.THICKNESS OF 6 INCHES IF IT IS INTENDED AS A
VARIES PER PLAN 0 9PORTION OF A DRIVEWAY.OTHERWISE SIDEWALK SHALL HAVE A MIN.THICKNESS
OF4INCHES.
6. DRAIN BLOCKOUTS CURBS SHALL EXTENDED TO BACK OF SIDEWALK WITH 3" ROUND CONCRETE TOP
0.53' DIA. PLASTIC PIPE ATT 2%SLOPE.CONTRACTION JOINT TO BE PLACED OVER PIPE. FACE OF CURB TO SHED WATER
7. FINISH WITH BOOM AND EDGE ALL JOINTS. STREET WIDTH 6"
1"R 1/8"SLOPE TO FRONT
STANDARD SIDEWALK DETAIL �� I 1/z"R s"FILLED IA SCH.40 STEEL
EEE. '
FILLED WITH CONCRETE. V J
TRENCH DRAIN PLAN VIEW 5 PRIME AND FINISH
SCALE: NOT TO SCALE 6" COLOR TO BE DETERMINE
OVAL END PAVEMENT (SUBMIT FOR COLOR)
0.430.01' FROM DRAIN
- TO OUT EXPANSION JOINT STANDARD TRENCH DRAIN a 16"
ROUND TOP OF FOOTING O
0.33' BELL END PLAIN END 0.50' 0.50'
TO SHED WATER 4.0'
TO FIT 4" TO FIT 6" ATHLETIC SURFACE EXPANSION JOINT FINISH SURFACE
VARIES 1'05 SCH.40PVC 0.85' SCH.40 PVC BASE COURSE ( U
d AGGREGATE BASE
(REMOVE) ASPHALT �� ____. Q <a .-. . .a 0.08'
0.51 �- 0.15' I�--��0.46' TENNIS 7.0
8 3l4"
COURT a '
0.5' A CONCRETE HEADER NOTES:
TYPICAL CROSS-SECTION CLOSING CAP OUTLET CAP MIN. 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 4000 PSI AFTER 28 DAYS.
2. EXPANSION JOINTS. 35' W
NOTES: <4 A. TO BE PROVIDED: I-
1) AT EACH POINT OF TANGENCY OF THE CURB.
1. CONTRACT TO USE ACO KLASSIKDRAIN-K100S TRENCH DRAIN OR APPROVED 2) AT EACH COLD JOINT. 3) AT EACH SIDE OF INLET STRUCTURES. 0.5'� J 0
EQUAL. 4" COMPACTED AGGREGTE 3) AT EACH END OF DRIVEWAYS.
A
2. TRENCH DRAIN GRATE TO BE SLOTTED IRON,ACO CLASS E-135,000 LBS,TYPE BASE ROCK 4) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET.
461Q. DUCTILE IRON GRATE TO MEET ASTM A 536-84-GRADE 65-45-12. B. MATERIAL TO BE PRE-MOLDED,ASPHALT IMPREGNATED, NON EXTRUDING, O J
3. CONTRACTOR TO CUT CLOSING CAP TO MEET TRENCH DRAIN HEIGHT WITH A THICKNESS OF 1/2 INCH. ' O O
^
REQUIREMENTS&SEAL USING ABS&PVC CEMENT,SEAL OUTLET CAP USING ABS NOTES: 3. CONTRACTION JOINTS, V J
&PVC CEMENT. A. SPACING TO BE NOT MORE THAN 15 FEET. 1.5' DIAMETER J O
4. CONTRACTOR TO INSTALL C900 PVC BETWEEN TRENCH DRAIN AND STEEL B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES CONCRETE FOOTING
TRAPPED BASIN.
1. CONCRETE TO BE 4,000 PSI MINIMUM 28 DAY STRENGTH. Q 2
4. BASE ROCK TO BE 314"-0"COMPACTED TO GEOTECHNICAL REPORT
5. INSTALL INLINE CATCH BASIN PER MANUFACTURER'S RECOMMENDATION WHERE 2. REFER TO GEOTECHNICAL REPORT FOR BASE AGGREGATE COMPACTION. RECOMMENDATION AND SHALL BE TO SUBGRADE,STREET STRUCTURE,OR 4"IN v
INDICATED. DEPTH,WHICHEVER IS GREATER. w r/\ U)
0 STANDARD TRENCH DRAIN 6 STANDARD TRENCH DRAIN ENCASEMENT �1 STANDARD 6" EXPOSURE CURB STANDARD BOLLARD DETAIL = Z
SCALE: NTS SCALE: NTS SCALE: NOT TO SCALE I SCALE: NOT TO SCALE Z
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STORMFILTER CATCHBASIN DESIGN NOTES CQ Z) U
STORMFILTER TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. 1 CARTRIDGE CATCHBASIN uj
HAS A MAXIMUM OF ONE CARTRIDGE. SYSTEM IS SHOWN WITH A 27'CARTRIDGE,AND IS ALSO AVAILABLE WITH AN 18^CARTRIDGE. STORMFILTER L-L
CATCHBASIN CONFIGURATIONS ARE AVAILABLE WITH A DRY INLET BAY FOR VECTOR CONTROL. Q O
PEAK HYDRAULIC CAPACITY PER TABLE BELOW. IF THE SITE CONDITIONS EXCEED PEAK HYDRAULIC CAPACITY,AN UPSTREAM BYPASS STRUCTURE IS
REQUIRED.
ACCESS COVER CONCRETE COLLAR CARTRIDGE SELECTION
AND REBAR TO MEET CARTRIDGE HEIGHT 27' 18^ 18-DEEP
HS20 IF CONTRACTOR ABLE BYMINIMUM HYDRAULIC DROP _. _ -_. _.
. .. : �. � • • SPECIFIC FLOW RATE(gpmisf)) 2 9PM8' 3.05' 1 gP�" 2 9PM8' 2 1 9P�' 2 gP�" 3 1 g
m/R'
0 .3 .3 (I�
, ` < - CARTRIDGE FLOW RATE(ppm) 22.5 11.25 15 7.5 15 1 7.5 U
PEAK HYDRAULIC CAPACITY 1.0 1.0 1.8 1
A I� . INLET PERMANENT POOL LEVEL(A) r-0- r-0" Z-0^ LIGHT DUTY HINGED DUCTILE
-:. •.. �. `i wOVERALL STRUCTURE HEIGHT(B) 4'-9" 3'-V 4'4Y IRON GRATE, 14"SQUARE m
'o
GENERAL NOTES MATCH ADJACENT GRADE TOP OF GRADE RIM ELEVATION=PER PLAN
II ? 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE.
I
2. FOR SITE SPECIFIC DRAWINGS WITH DETAILED STORMFILTER CATCHBASIN STRUCTURE DIMENSIONS AND WEIGHTS,PLEASE CONTACT YOUR SEE PLANS FOR MATERIAL TYPE
CTORMFI ENGINEERED SOLUTIONS LLC REPRESENTATIVE. ALL BE IN ACCORDANCE
AND ELEVATION O
3. STORMFILTER CATCHBASIN WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN O
- _ VANED INLET GRATE THIS DRAWING. .','.
`�- )
) BY ENGINEER AND PROVIDED BY / / / / / / / / / / /
(SOLID COVER OPTIONAL4. INLET SHOULD NOT BE LOWER THAN OUTLET. INLET(IF APPLICABLE) OUTLET PIPING TO BE SPECIFIED / / /
CONTRACTOR.
•.
5. STORMFILTER CATCHBASIN EQUIPPED WITH 4 INCH(APPROXIMATE)LONG STUBS FOR INLET(IF APPLICABLE)AND OUTLET PIPING. STANDARD 8" yyyy./+/yyyyyyyyyyyi/1/1/./1/1/./././yyyyy
2'-0' _ 2'-0^ OUTLET STUB IS 8 INCHES IN DIAMETER. MAXIMUM OUTLET STUB IS 15 INCHES IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE MADE
INSIDE RIM R - INSIDE RIM USING FLEXIBLE COUPLING BY CONTRACTOR.
I4'- 6._ 6. STEEL STRUCTURE TO BE MANUFACTURED OF 1/4 INCH STEEL PLATE. CASTINGS SHALL MEET AASHTO M306 LOAD RATING. TO MEET HS20 LOAD
COLLAR OUTSIDE RIM RATING ON STRUCTURE,A CONCRETE COLLAR IS REQUIRED. WHEN REQUIRED,CONCRETE COLLAR WITH QUANTITY(2)#4 REINFORCING BARS TO PVC AREA DRAIN BY
BE PROVIDED BY CONTRACTOR. 0 0 0 o PAVEMENT OR SOIL NYLOPLAST OR
7. FILTER CARTRIDGES SHALL BE MEDIA-FILLED,PASSIVE,SIPHON ACTUATED,RADIAL FLOW,AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE
PLAN VIEW 7-INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 37 SECONDS. PROFILE APPROVED EQUAL
8. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY(gpm)DIVIDED BY THE FILTER CONTACT SURFACE AREA(sq fl). 0 0
H
a_
INSTALLATION NOTES 0
A. ANY SUB-BASE,BACKFILL DEPTH,AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY o CLASS A
ENGINEER OF RECORD. BACKFILL 0
S. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CATCHBASIN(LIFTING CLUTCHES (�U U o 450 REMOVABLE ELBOW
PROVIDED).
C. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF. BACKFILL
w
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OPTIONAL FLOATABLES
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( RETURN PERIOD OF PEAK FLOW rs _ XXX
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WEIR WALL
J MEDIA TYPE CSF,PERLITE,ZPG,GAC,PHS XXXXX // LA75
CARTRIDGE FILTRATION 5' lz
H BAY INLET FILTRATION BAY 5, RIM ELEVATION XXX.XX' 12"
o m INLET PIPE DATA: _ _ I.E. DIAMETER
7
INLET STUB _ XXX.XX' XX" 450 Z 7 ECKY SfRIC[Q,ER
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U POOL ELEVATION i l INLET STUB ! IE=PER PLAN
_ (OPTIONAL) INLET STUB CONFIGURATION
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CLASS'A'BACKFILL EXPIRES 11/30/18
UI FLOW KIT �� ��
FROM FLOW KIT INLET INLET
CLEANOUT
CATCHBASIN FOOT _ 2'-0" CATCHBASIN FOOT SLOPED LID _YES\NO 6"
- ACCESS PLUG
rn U (TVP.OF 4) ON WEIR WALL � INSIDES -- (TYP.OF 4) SOLID COVER _ YESWO NOTES: ^^
a ¢ 2.-0y2, NOTES/SPECIAL REQUIREMENTS: 1..L DATE 104/18/2018
ourslDE 1. TRAP TO BE REMOVABLE TO ALLOW FOR FULL ACCESS TO OUTLET PIPE. !^ DRAWN I BFS
i o SECTION A-A SECTION B-B 6" 2. FRAMES,GRATES, HOODS,&BASE PLATES SHALL BE DUCTILE IRON PER ASTM v J
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3. THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR � CHECKED 1 MCL
MATERIAL MEETING THE REQUIREMENTS OF CLASS II MATERIAL AS DEFINED IN
o - � �����. PROJECT# 12171281010
1 ASTM D2321. BEDDING&BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE J
° rm- M d►� -III-III-III- PLACED&COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321 SHEET TITLE
o StoFiiter' ENGINEERED SOLUTIONS LLC _III I= 4. PVC AREA DRAIN BASIN SHALL BE OREGON PLUMBING CODE APPROVED. DETAILS
9025 Centre Paime Dr.,Sum 400, West Chaste:^,OH 45089
N o 800,338-1122 513-645-7000 513-645-7993 FAx SHEET NUMBER
CARTRIDGE FILTER CATCH BASIN TRENCH SECTION BACKFILL TRAPPED AREA DRAIN W C5 , 0
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TENNIS COURT SECTION 11-6. TENNIS COURT SECTION 1'-0" rn
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OF WALL MEETS SIDEWALK ANCHOR 21.00' FOOTING
(TYP.) — — — — — — — — (TYP.) z
TENNIS COURT SURFACING
SEE SPECIFICATIONS d 1.50'
1-1/2"AC PAVEMENT SURFACE COURSE* MAX. 1O.C.
GLASSPAVE 25 PAVEMENT FRROMOM POST I U
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INTERLAYER OR APPROVED EQUAL 1-1/2"AC PAVEMENT BINDER COURSE* TO POST
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6" COMPACTED 3/4"-0 CRUSHED AGGREGATE LEVELING COURSE J
GEOTEXTILE FINISH TOLERANCE ± 1/2" IN 10' (95% MIN. OF LABORATORY DENSITY) NO. 4 BARS ENTIRE RUN SEE PLANS FOR .■■I
3" CLEAR ALL AROUND ADJACENT CONDITION TENNIS COURT DIMENSION PLAN O
COMPACTED SUBGRADE - REFER TO SCALE: NTS O
GEOTECHNICAL REPORT FOR 6" OF COMPACTED 3/4"-0 AGGREGATE NOTESJ = O
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SUBGRADE PREPARATION. BASE ROCK ON TOP OF UNDISTURBED 1. COURTS SHALL BE CONSTRUCTED TO U.S. TENNIS ASSOCIATION Q r ,
NATIVE MATERIAL. COMPACT TO A SPECIFICATIONS V
MINIMUM OF 95% RELATIVE COMPACTION NO. 4 BAR @ 16" O.C.
*REFER TO RECOMMENDED PAVING MIXTURES FOR TENNIS COURTS FOR AGGREGATE BASE 3" CLEAR ALL AROUND 2. FENCING SHALL BE 10'TALL. W r
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AND LEVELING COURSE AND ASPHALT CONCRETE BINDER AND SURFACE GRADING BY THE MODIFIED PROCTOR TEST 3. COURT SURFACING FINISH, COLORS, AND LINES BY OTHERS. J
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6'-0" TOP HINGE L` O
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SITE IMPROVEMENTS 4" 0 END OR CORNER POST 3"0 BRACE POSTS vJ
ATHLETIC FACILITIES 12" 3z' 0 GATE POST KNUCKLED SELVAGE 3"0 BRACE POST ZO C
CONCRETE HEADER 3"0 LINE POST 3"0 PULL POST V _
RE,COMMENDED PAVING MIXTURES FOR TENNIS COURTS
18" 0 TOP RAIL
SUBGRADE
NO, 4 BARS ENTIRE RUN }
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Granular fill as needed for stability and slope. 3" CLEAR ALL AROUND
(TYP.)
BASE COURSE: 3.00'
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minimum of laboratory density), s„
18 O BRACE RAIL SLEEVES
STRETCHER BAR
BINDER OR LEVELING COURSE (Hot Mix Asphalt):
The binder of leveling course shall be a minimum of 1 'h"thick. The surface tolerance after completion
shall be f %a"in 10'. TRUSS ROD TRUSS ROD Z
Sieve Sizes: q
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BOTTOM RAIL STAR TCHE a
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Square Openings Percentage Passing " " ;a d •,. w
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46 60 y a CONCRETE HEADER--/ TRUSS RODS
#g 35-45 4 4� AT TENNIS COURT
BORDER t:
#30 17-29
#200 2-7 a NOTES: ASPHALTIC CONCRETE ° " d.
A.C. (%of mix) 5.5-7.5 3" SLEEVE FOR BRACE/PULL POSTS. TENNIS COURT d, : °' :' .. • ..d• . d
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4" SLEEVE FOR GATE POSTS. 1. ALL CONCRETE POST BASES SHALL BE 18" MINIMUM DIAMETER, UNLESS °.. . d. ., -4,
GROUT FENCE POST INTO SLEEVE. OTHERWISE NOTED. USE 3,000 PSI AT 28 DAY CONCRETE. ` ' $OTTOM HME° -d`
SURFACE COURSE (Hot Mix Asphalt): SLEEVE TO EXTEND FROM d p. a ; . w �GI5T
•. 4
U) The surface course shall be a minimum of 1"thick. The surface tolerance after completion shall be d= 1/8" 18" ROUND SECTION THROUGH 2. ALL POSTS SHALL BE SPACED EQUALLY ALONG RUNS AT A 8' MAXIMUM <, (� SWING). a - 4 �p
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when measured in any direction with a 10' straight edge. HEADER SECTION. INTERVALS UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ;• ° • •• ° (��rt
Sieve Sizes: 18" ROUND SECTION 3. ALL MEMBER SIZES ARE I.D. CONCRETE HEADERJS
` z ECKY s-rwc>use
4• MINIMUM POST LENGTH: 10' - 0" AT TENNIS COURT �2 OREGON ,'
o Square Openings Percentage Passing BORDER W ds 11/18/11 1�
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3/8" 90-100 5. DETAILS ARE ILLUSTRATIVE AND SHALL NOT LIMIT HARDWARE DESIGN. 18" ROUND SECTION
o EXPIRES 11/30/1e
-i #4 63-78 6. BRACE RAIL AND TRUSS ROD ONLY REQUIRED AT CORNER, END, GATE, `• ;'
'- #8 50-60 BRACE, OR PULL POSTS. INSTALL ONE BRACE RAIL AND TRUSS ROD ON _ J
#30 25-42 EACH SIDE OF SAID POSTS.
c v 1..� DATE 104/18/2018
#200 3/8 18" DIA.
A.C. (%of mix) 7.5-9.5 7. ALL FENCING CHAIN LINK FABRIC, POSTS, RAILS, RODS, AND HARDWARE 3000 PSI
DRAWN BFs
SHALL BE GALVANIZED COATED. CHAIN LINK FABRIC SHALL BE 9 GA. CONCRETE DESIGNED I BFS
75 In A.C.20 or 30 W
CHECKED I MCL
~ Voids content less than 5%
PROJECT# 12171281010
J
o
., SHEET TITLE
DETAILS
�ex paved A Division m CaliforniaRoad, Products.sa Employee Owned Company
150 Dascomb Road,Andover Massachusetts 01810 USA SHEET NUMBER
ib - Phone:978-6239980/800-2257141 .Fax:978-623-9960 CHAIN LINK FENCE w
Ewww.plexiPave.com.info(nlplexipave.com 2 C5 . 1 SCALE: NTS
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