Plans (41) PLM2018 -00179
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TIGARD HIGH SCHOOL SOFTBALL FIELD IMPROVEMENTS Q
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PREPARED FOR:
0 �CITY OF TIGARD WASHINGTON COUNTY OREGON � ~
7 7 CITY OF TIGARD
Approved....................».»......M
Conditionally Approved.....•....[
SECTION 14, TOWNSHIP 2 SOUTH, RANGE 1 WEST See Lena to:Follow .•• ( , OFFICE COPY
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PROPERTY OWNER APPLICANT
SW TUAI TIN RD TIGARD-TUALATIN SCHOOL DISTRICT TIGARD-TUALATIN SCHOOL DISTRICT ax
TUAU iWRill FR 6960 SW SANDBURG STREET 6960 SW SANDBURG STREET C
TIGARD, OREGON 97223 TIGARD, OREGON 97223PHONE: 503-431-4000 rr
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STREET ADDRESS CONTACT: ERNIE BROWN, SUPERINTENDENT
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LOCATION MAP TIGARD HIGH SCHOOL ENGINEER / SURVEYOR L1759
SCALE:NTS _77 9000 SW DURHAM RD, CARDNO AEC
TIGARD, OREGON 97224 6720 SW MACADAM AVENUE, SUITE 200 L �! srtacazex
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o PORTLAND, OR 977219 M
PHONE: 503 419 2500 CID
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w SITE INFORMATION FAX: 503 ds6�tt/18/11 '-$ti`s
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o CONTACT: MATT LEWIS, PEtxes 11/30/18
N LOCATED IN SECTION 14, TOWNSHIP 2 SOUTH,
o RANGE 1 WEST, WILLAMETTE MERIDIAN, CITY BENCHMARK/BASIS OF BEARING
zo OF TIGARD, WASHINGTON COUNTY, OREGON, DATE 104/18/2018
ELEVATION DATUM: WASHINGTON COUNTY
U) D SITE TAX LOT: 2S114AA00100 (NGVD 29) � DRAWN BFS
Y LL BENCHMARK: #179- 1-3/8" BRASS DISK w DESIGNED I BFS
m SITE SIZE : 43.5 ACRES LOCATION: SET IN EAST CURB OF SERENA OREGON UTILITYCHECKED MCL
/
COURT, 47' SOUTH OF THE CENTERLINE OF /
Q_ ZONING DESIGNATION: LOW DENSITY SW DURHAM ROAD NOTIFICATION CENTER PROJECT# 121712810
RESIDENTIAL PLANNING DISTRICT(R-4.5) ELEVATION: 199.69'
1-800-332-2344 SHEET TITLE
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Q PROPOSAL: PUBLIC SCHOOL IMPROVEMENTS BASIS OF BEARING WAS DERIVED FROM �9 �� COVER SHEET
o v THE FOUND AND HELD MONUMENTS tl Z) SHEET NUMBER
MARKING THE CENTERLINE OF SW DURHAM
d ROAD PER U.S.B.T. 003, PAGE 508, BEING
B�p08E Y� W
E y NORTH 89049'44" EAST.
CO . 0
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a LL v Jm LAND USE#
PROPOSEDLEGEND
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_A_ MATCHLINE : SEE THIS SHEET SYNTHETIC TCOR-644'LF °
SEE DETAIL 3,, SHEET SHEET C4.0 " C � cr
J ❑ SYNTHETIC TURF(GREEN)-27,686 SF o
SEE DETAIL 1,SHEET C4.0 6 g g�
CD
0 SYNTHETIC TURF(TAN)-10,681 SF \ .- p
X GP SEE DETAIL 1,SHEET C4.0 GPCL
d
31.50' • ° CONCRETE-4,426 SF
P SEE DETAIL 9,SHEET C4.0 N i�
9a 7 , ¢�
7 STORMWATER NOTES GP Q
12 ° O INSTALL 12"ADS ADVANEDGE PIPE OR APPROVED EQUAL @ w Z Urn 8
20'ON CENTER(>0.5%SLOPE) 1,4501F. 5.00' ° a
SEE DETAIL 6,SHEET C4.0 ° o o
5.00' O INSTALL BURIED CLEANOUT N o
SEE DETAIL 8,SHEET C4.0 0
OINSTALL 8-INCH RIGID PERFORATED PVC PIPE EXISTING NATURAL TURF ATHLETIC FIELD `° x w
SEE DETAIL 5,SHEET C4.0
x ° O 12 x INSTALL 12 INCH RIGID PVC PIPE
x
OCONNECT 12 INCH RIGID PVC PIPE TO EXISTING 15"STORM PIPE AT
THIS APPROXIMATE LOCATION. FIELD LOCATE LINE AND GRADE. 6 4 ^
6❑ INSTALL 48-INCH STORMWATER TREATMENT MANHOLE
SEE DETAIL 1, SHEET C4.1 7
X
x z
v O7 INSTALL 1'WIDE X 6"DEEP ROCK GALLERY a
° x SEE DETAIL9,SHEET C4.0 ui
O8 INSTALL INLINE CATCH BASIN WITH 4"SOLID STORM PIPE8 9 72 LF9 C
SEE DETAIL 10,SHEET C4.0 @ S=0.5% • S=0.5 G
° CONNECT TO EXISTING STORM PIPE.VERIFY LOCATION SO D G EX SDMH-4 W
AND ADEQUATE DEPTHS. ,, RIM: 182.23
x O9 INSTALL 4 INCH RIGID PVC PIPE IE: 177.18 15" N° • c�01 IE IN: 173.18 8" E O
IE OUT: 173.16 15" S I1/
mCONSTRUCTION NOTES 0 12 8 9 56
@ LF L^L
P ❑ INSTALL PERIMETER SYNTHETIC TURF ANCHOR
x 1 SEE DETAIL 3,SHEET C4.0 LL
P ❑ 214o F-
2 INSTALL SYNTHETIC TURF SECTION WITH -INCH GREEN / `—^
FIBERS.SEE DETAIL 1,SHEET C4.00
7 J v J
❑3 INSTALL SYNTHETIC TURF SECTION WITH TAN COLOR,2-INCH / W Q
FIBERS. SEE DETAIL 1,SHEET C4.0
SOFTBALL BASE PLATE AND STRIPPING LAYOUT / 12
x • SEE DETAIL 2, SHEET C4.1 ❑2 J O
INSTALL GATE POST AND NEW 5'CHAIN LINK GATE IN / / 1 a 7 J O
EXISTING FENCE. SEE DETAIL 4, SHEET C4.0 / _ Q2
M
0 z
INSTALL SIDEWALK WITH ROCK GALLERY / / 8 w W
° SEE DETAIL 9,SHEET C4.0 / /
INSTALL 6'GALVANIZED CHAIN LINK FENCE / v J
12 / / Q z
x 11 O
12 a 8 INSTALL 4'GALVANIZED CHAIN LINK FENCE / ° �' J
❑ U
G ,° 9 SOFTBALL BULLPEN LAYOUT A4 Q
11 \V J
• A ❑ SEE DETAIL 4,SHEET C4.1 / / 8 7 `� �. Q
• EXISTING CONCRETE / 9 a; J
°, ,.• 11 EXISTING ASPHALT WITH ATHLETIC SURFACE \ Q
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• °i 12 MATCH TO EXISTING GRADES,TYP. / / / / 5.00' \ W
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• O NOTES: 3P 5.00' O Q
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6 1. PROVIDE POSITIVE DRAINAGE OF THE SUB-GRADE IN / 6 9.17' /1
THE BULLPENS TO THE MAIN FIELD. v J
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7 2. RESTORE ALL IRRIGATION DISTURBED BY
• CONSTRUTION TO 100%COVERAGE OF ALL ❑ / / E) + m
• LANDSCAPE AREAS COVERED PRE-CONSTRUCTION, .//J / 1 / 0 '. O
5 WITH NO OVER SPRAY ON ARTIFICIAL TURF FIELD.
5,00' 3. RESTORE ALL LAWN AREAS DISTURBED BY
CONSTRUCTION TO PRE-CONSTRUCTION CONDITION. `g0 3 94 LIF ° / / / w
0 . @ S=0.5/° / --
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10 ° LA759
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6 '4• - EXPIRES 11/30/18
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a o __ __ J PROJECT# 121712810
MATCHLINE - SEE THIS SHEET APPROXIMATE PROPERTY LINE LOCATION SHEET TITLE
a BASED ON TAX LOT INFORMATION SITE & UTILITY PLAN
o SHEET NUMBER
°r N SCALE: 1"=20' w N 1C2 , 0
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20' 10' 0 20' !^
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� � LAND USE#
ARTIFICIAL TURF. 0
SEE DETAIL 1,SHEET C4.0
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INSTALL INFILL TO WITHIN C 3
PERFORATED 12"ADS ADVANEDGE,ON
INCH OF THE TOP OF FIBERS Z
COMPACTED SUBGRADE.SECURE ELEVATION AT FINISHED GRADE g g
WITH 60-PENNY NAILS AT MIN 4' t 1-2
N
INCREMENTS. ARTIFICIAL TURF O
SEE TURF PLANS
PERFORATED PIPE DETAIL MIRAFI 140N TOP HINGE FOR FIBER LENGTH SAND AND CRUMB d M
2 'O GATE POST c
RUBBER INFILL PER d
(180' SWING) WIDTH VARIES PER PLAN MANUFACTURER'S
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 FILTER FABRIC cc
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L
SPECIFICATIONS
III=III=III= I=III=III i 2"LEVELING COURSE PERMEABLE c�
BOTTOM HALF-NO HOLES TT Q
AGGREGATE
CHAIN LINK FABRIC
EXISTING SUBGRADE Q 4"BASE COURSE PERMEABLE ,
NOTES: (SEE NOTE) a %\ \ �0� /� \ AGGREGATE z q N $
1. NO TREES OR DEEP ROOTED VEGETATION OVER PIPING. NOTE: EXISTING SUBGRADE TO BE TESTED FOR COMPACTION. w j\ /�/\
2. GRADE SUBGRADE TO PROVIDE MANIFOLD WITH POSITIVE DRAINAGE. IF COMPACTION SPECIFICATIONS CANNOT BE MET, SUBGRADE TO BE 1L \ \\, GEOTECH FILTER FABRIC (oCEMENT AMENDED UNTIL COMPACTION RESULTS ARE ACHIEVED. FABRIC co / / J
3. FITTINGS TO BE SAME MATERIAL AS PERFORATED PIPE. TRUSS ROD" BAND w SEE GEOTECH REPORT FOR CEMENT \ \ \ Q R
4. PIPE SECTIONS EXPOSED TO SUNLIGHT SHALL BE OF MATERIAL NOT AMENDMENT TO BE 6%CEMENT BY WEIGHT FOR 12UNLESS OTHERWISE
SUBJECT TO DEGRADATION FROM THE EFFECTS OF SUNLIGHT.
SPECIFIED BY GEOTECH UPON SITE OBSERVATION. ; AMEND RECOMMENDATION
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PERFORATED PIPE FLAT DRAIN PIPE IN ARTIFICIAL TURF = NOTES:
7 NOT TO SCALE 6 NOT To SCALE 1.SEE DARIN ROCK GRADATION TABLE ON THIS SHEET FOR AGGREGATE
GRADATION REQUIREMENTS. /^
V)
SYNTHETIC TURF SECTION � _
NOT TO SCALE 7
H7F -
BOTTOM = 14"0 POST BASE _ o L
TURF SURFACE TO INCLUDE (180' SWING) _ w
FINISH GRADE MARKING TO IDENTIFY CLEAN OUT
OF ARTIFICIAL TURF LOCATION.
STANDARD CAST IRON 6"(TYP) W
VARIES-SEE PLANS FRAME AND COVER
WITH REMOVABLE TURF
AND SHOCK PAD COVERING O
1,00'
' I'• y"/ . )itla'';/li r, '� X, �.�,""�.�'i,.l, ..11,.r' 1 {'„/I^����!': NOTES:
2% SLOPE-SEE GRADING PLAN 1• ALL CONCRETE POST BASES SHALL BE 14"MINIMUM DIAMETER, UNLESS OTHERWISE NOTED.USE 3,000 PSI MINIMUM. BASE AND COURSE AGGREGATE SPECIFICATION
DIRECT FLOW TO ROCK GALLERY
a-< 0 0 o t 2. ALL POSTS SHALL BE SPACED AT 10'MAXIMUM INTERVALS UNLESS OTHERWISE DIRECTED BY THE ENGINEER. BASE AGGREGATE SHALL HAVE 100%FRAGMENTATION. v`
6„
ETCHED TO ALLOW NO MORE THAN FOUR(4)INCHES OF FLEX AT THE CENTER POINT BETWEEN CONTRACTOR SHALL SUBMIT LABORATORY GRADATION TEST RESULTS FOR APPROVAL PRIOR
3. FABRIC SHALL BE STRETCHED d TO START OF CONSTRUCTION ACTIVITES.LABORATORY COMPACTION RESULTS SHALL ALSO BE
LINE POSTS.
SEE NOTE 5 � SUBMITTED THAT DEMONSTRATE A MINIMUM 0.30 VOID RATIO FOR THE COMPACTED L.L
ROCK GALLERY \/ /\ , 4. LINE POSTS: SHALL BE 2-3/8"0 W/TOP RAIL GUIDES AGGREGATE. Q
WHERE SHOWN 2"OF 314"-0 ROCK \ �/ o o WATERTIGHT PIPE PLUG TERMINAL POSTS: SHALL BE 2-7/8"0 W/CAPS
\ g' �\ COMPACTION SHALL BE ACCOMPLISHED WITHOUT THE USE OF VIBRATORY COMPACTION ' )
/
1"ANGULAR DRAIN ROCK COMPACTED SUBGRADE /\/\ TOP&BOTTOM RAILS: SHALL BE 1-518"0 TECHNIQUES. v
WITH ZERO FINES. NOTES: MIN \/\
j\\ \ o o \\ 5. FENCE FABRIC SHALL BE SECURED TO GATE FRAMES WITH KNUCKLED SELVAGE ALONG BOTH THE TOP&BOTTOM AGGREGATE SHALL BE PLACED IN 6"LOOSE LIFTS AND COMPACTED TO 92%OF THE STANDARD uj Q
EDGE. FABRIC SHALL BE SECURED WITH NO LESS THAN FIVE(5),9 GAUGE WIRES PER LINE POST,AND FIVE(5)SUCH PROCTOR MAXIMUM DRY DENSITY. -
1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 �\\\ ' MINIMUM OF 6"AROUND WIRES PER TEN(10) FEET OF TOP RAIL. FILTER FABRIC SPECIFICATION L J
DAYS,SLUMP RANGE OF 1-112"TO 3". \/ \ o o / CLEANOUT 6, ALL POSTS&RAILS ARE TO BE SCH.40 GALVANIZED HI-STRENGTH PIPE PER ASTM F1043. FILTER FABRIC SHALL CONFORM TO THE ODOT SPECIFICATION FOR TYPE 1 DRAINAGE FABRIC Q
2. PANELS TO BE 5 FEET LONG. J
7. DETAILS ARE ILLUSTRATIVE AND SHALL NOT LIMIT HARDWARE DESIGN. PER THE 2002 STANDARD SPECIFICATION SECTION 2320.20.
3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES,UTILITY J O
VAULTS,WHEEL CHAIR RAMPS,AND AT SPACING NOT TO EXCEED 45 FEET. j/ o / 8. CHAIN LINK FABRIC SHALL BE GALVANIZED 9 GAUGE,2"CYCLONE FENCING AND ALL HARDWARE SHALL BE
4. FOR SIDEWALKS ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE \\\ \\� GALVANIZED.CHAIN LINK FABRIC SHALL HAVE KNUCKLED SELVAGE ALONG BOTH THE TOP&BOTTOM EDGE. TYLER STANDARD SERIES % OF PARTICLES % OF PARTICLES CURB,THE JOINT BETWEEN THEM SHALL BEA TROWELED JOINT WITH A MIN. 1/2 INCH / /� 9, GATES SHALL NOT BE EQUIPPED WITH LATCHES."CHAINS AND PADLOCKS SHALL BE SUPPLIED BY THE DISTRICT." U.S. SIEVES EQUI N0. PASSING BASE PASSING LEVELING coW U
RADIUS. � COURSE COURSE (o
5. SIDEWALK SHALL HAVE A MIN.THICKNESS OF 6 INCHES IF IT IS INTENDED AS A /
PORTION OF A DRIVEWAY.OTHERWISE SIDEWALK SHALL HAVE A MIN.THICKNESS OF 4 �� o CHAIN LINK FENCE GATE DETAIL 2 100 I..L z
INCHES. j\� \\� 4 NOT TO SCALE 1-1/2" 90-100 O
6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" /\� 1" 75-100
DIA. PLASTIC PIPE AT 2%SLOPE.CONTRACTION JOINT TO BE PLACED OVER PIPE.
7. FINISH WITH BOOM AND EDGE ALL JOINTS. o o X34" 65-95 Q
1/2" 65-85 100 U5
Q
STANDARD SIDEWALK WITH ROCK GALLERY /
�\\ 3/8" 40-75 55-100
9Q�SCALE: NOT TO SCALE
#8 0-40 35-75 �-
�o #16 0-20 10-55 0 Q
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#30 0-7 0-40 a/
#50-60 0-5 0-15 Q Q <
CONCRETE ENCASED WYE 314"PEA GRAVEL #100 0-3 0-8 !(!DQ
CLEAN OUT IN ARTIFICIAL TURF 6 OR 4 FOOT FENCE. SEE #200 0-2 0-5 w V
NOT TO SCALE PLAN FOR DESIGNATION 0 �-- �-
NOTES:
TOP OF TACK STRIP TO BE SET >
2"BELOW TOP OF CURB, FOR 1. ROCK SECTIONS SHALL BE TESTED AND ACHIEVE A MINIMUM INFILTRATION OF 20/HR." m
DEPTH OF IN2. BOTH ROCK SECTIONS SHALL HAVE MULTIPLE FRACTURED FACES PRIOR TO PLACEMENT
MATCH ADJACENT GRADE TOP OF GRADE LIGHT DUTY HINGED DUCTILE AND COMPACTION
SEE PLANS FOR MATERIAL TYPE IRON GRATE, 14"SQUARE FASTEN TURF TO TACK
AND ELEVATION RIM ELEVATION=PER PLAN STRIP WI 1"GALV.STAPLES
MAX. 1z"o.c. DRAIN ROCK GRADATION TABLE
. . . . . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . ��O 2 NOT TO SCALE
`/yyyyyyyyyyyy�"yyyyyyyyy /yytiy`/y 2"X4"PRESSURE TREATED WOOD TACK
i/'yyyyy>yy`'/'yyyyy'yy^yy''/yyy^'^ ® ELEVATION AT FINISH GRADE
8' j/ /yi/yyi/�/•/`/1/1/�^1/1/ /i/1/1/•1/1/i/i/�/^1/1/ /
yyyyyyyy,,yyyyyyyyyyyyyyyyyyyyy,,, STRIP-FASTEN TO CONCRETE W/)/4"X
23/"LONG HILTI LAG SCREW OR MOW STRIP
PVC AREA DRAIN BY APPROVED EQUAL @ 16"O.C.
o PAVEMENT OR SOIL NYLOPLAST OR1"R 1"R p
PROFILE APPROVED EQUAL TOP OF CRUMBFILL TO BE EXISTING SURFACE a
1/4"BELOW TOP OF CURB
Nl�o U
OVERLAP FILTER FABRIC w
CLASS A 12"OVER DRAIN PIPE
BACKFILL
ouvou 450 REMOVABLE ELBOW v ° o /
BACKFILL
PIPE SIZE PER PLAN ADS ADVANEDGE FLAT PIPE °
SEE DETAIL 6,THIS SHEET 0all
0 b 0 0 0 < \ \\ \ \//
GEOTECH FILTER FABRIC / / / 18q° e \�l/\ \ /\
GALV.NAIL OR STAPLE SYNTHETIC
MIRAFI 140N FILTER FABRIC\ / ��\ \ \ 6" \ / / INFILL MATERIAL TO TURF AND STRUCTURAL FABRIC TO W GISTRp
OR APPROVED EQUALi / / T / \ BE FLUSH WITH TOP EDGE ANCHOR 4�
\��\\.\\ EXISTING GRADE LA759
PERFORATED PIPE PER PLANS
m 12" SEE DETAIL7,THIS SHEET / / / "X // /� ._... y;; ,r •, ECKY SfRICKLER
\\/\ \\ \\\/\j\ i\�/\\\�\\�\\\/ \ \/ FLUSH 0 •
MIRAFI 140N \ \ 314-0 CRUSHED \ �/ �� / z
30 45 //i ��/ROCK BASE COURSE
FILTER FABRIC \� \� \ \ \\\\ \\\/ OREGON c�
J \�/ /�\/// �/' SEE TURF PLANS FOR \\\ ' ' Q SYNTHETIC TURF SECTION W Os 11/18/11 1�
IE=PER PLAN /�\T FIBER LENGTH \/ / SEE DETAIL ON THIS SHEET C' �Q �'
0 4"BEDDING / / / EXPIRES 11 30/18
vmi PIPE ZONE CLASS'A'BACKFILL
J
a`> m 6" 6" \ \ \ \ \\ \ •�" \ v\/\ \/ a- DATE 104/18/2018
NOTES: PIPEDIAMETER+12"
U) DRAWN I BFS
1. CONCRETE To HAVE A COMPRESSIVE STRENGTH OF 3000 P.S.I.AFTER 28 DAYS. U /�/ GEOTECH FILTER FABRIC
x LL 1. TRAP TO BE REMOVABLE TO ALLOW FOR FULL ACCESS TO OUTLET PIPE. \ \/\\ /\ \ \ w DESIGNED I BFS
a 2. FRAMES,GRATES, HOODS,&BASE PLATES SHALL BE DUCTILE IRON PER ASTM 2.CONTRACTION JOINTS
n o 6„ A. SPACING TO BE NOT MORE THAN 15 FEET. \ \ CHECKED MCL
A536 GRADE 70-50-05. �_
a o 3. THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR B.THE DEPTH OF JOINT SHALL BE AT LEAST 1 112 INCHES. 4X4 RECYCLED PLASTIC TIMBER \ / \� PROJECT# 121712810
v 3. BASE ROCK 314"-0,92%COMPACTION. BASE ROCK SHALL BE TO SUBGRADE OR 6" IN DEPTH,
MATERIAL MEETING THE REQUIREMENTS OF CLASS II MATERIAL AS DEFINED IN NAILER BOARD IN LENGTHS AS �\ \ \ \
ASTM D2321. BEDDING&BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE WHICHEVER IS GREATER. REQUIRED /// / / / - SHEET TITLE
5.SLOPE PERF. PIPE MINIMUM 0.5%TOWARD STORM SEWER CONNECTION. \ \\ \\ \ \
o -IIIIII-III PLACED&COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321 #6 REBAR 4'O.C. / / // DETAILS
aD =III_ III= 4. PVC AREA DRAIN BASIN SHALL BE OREGON PLUMBING CODE APPROVED. \�\ /� �\ \� SHEET NUMBER
LLJ0
N W
E � TRENCH SECTION BACKFILL TRAPPED AREA DRAIN EDGE CONNECTION AND VERTICAL CURB SYNTHETIC TURF ANCHOR C4 . 0
11 1O C�ANOALE 3 NOT TO SCALE
o d SCALE: NOT TO SCALE SCALE: NTS
LAND USE#
E ii
STORMFILTER DESIGN NOTES O FIN
rn
STORMFILTER TREATMENTCAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD MANHOLE
STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES(3). VOLUME SYSTEM IS ALSO AVAILABLE WITH MAXIMUM 3 CARTRIDGES. O
048"MANHOLE STORMFILTER PEAK HYDRAULIC CAPACITY IS 1.0 CFS. IF THE SITE CONDITIONS EXCEED 1.0 CFS AN UPSTREAM BYPASS STRUCTURE IS 7
REQUIRED. 3 Z
r OUTLET LL p
SUMP S
\ CARTRIDGE SELECTION �_ N
FLOW O CARTRIDGE HEIGHT 27" 18" LOW DROP a
RECOMMENDED HYDRAULIC DROP(H) 3.05'
SPECIFIC FLOW RATE(gpnVsf) 2 gpniM 1 1 gpm/W 2 gpmlR' 1 9P9Jfi' 2 9Pm/h' 1 9P w 0_ N p
INLET \ CARTRIDGE FLOW RATE(9pm) 22.5 11.25 15 7.5 10 5 fd W
:a. c
O
\ 4 48"I.D.MANHOLE
STRUCTURE Q
Q 10
TOP SLAB ACCESS (58')O.D. N
SEE FRAME AND SITE SPECIFIC z U m 8
COVER DETAIL DATA REQUIREMENTS
STRUCTURE ID ID
WATER QUALITY FLOW RATE(cIs) 0.046 �' c
PEAK FLOW RATE Ids)
1 RETURN PERIOD OFF PEAK FLOW(yrs) 125 Q_ c, ti
21"0 END OR CORNER POST 2"0 BRACE POSTS KNUCKLED SELVAGE 2"0 BRACE POST #OF CARTRIDGES REQUIRED 2
3�"0 GATE POST 2"0 LINE POST 221"0 PULL POST CARTRIDGE FLOW RATE CART
CONTE CN MEDIA TYPE(CSF,PERLITE,ZPG,GAC,PHS) MEDIA
PIPE DATA: I.E. MATERIAL DIAMETER
1�0 TOP RAIL SLEEVES 1a'0 TOP RAIL CONTRACTOR TO GROUT TO INLET PIPE#1 317.93 PVC 12
FABRIC BAND FINISHED GRADE
CHAIN LINK FABRIC STRETCHER BAR INLET PIPE#2
OUTLET PIPE 315.83 PVC 12
GRADE RIM ELEVATION RIMELEV
11"0 BRACE RAIL-1-0,
AIL 11"0 BRACE RAIL RING/RISERS ANTI-FLOTATION BALLAST WIDTH HEIGHT
d 4 WIDTH HEIGHT
NOTES/SPECIAL REQUIREMENTS:
TENSION WIRE FRAME AND COVER 7
TRUSS RODTRUSS ROD r��T (DIAMETER VARIES) Z
1 •PER ENGINEER OF RECORD W
N.T.S.
KNUCKLEDSELVAGE % S'.
�. FLOATABLES
BAFFLE ui
i
GENERAL NOTES
1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 0
2. DIMENSIONS MARKED WITH()ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY.
NOTE: 3. FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS,PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS
BRACE RAIL AND TRUSS ROD ONLY REQUIRED AT a
Eu LLC REPRESENTATIVE. vnvw.ContechES.com
O 4. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS
CORNER, END,GATE, BRACE,OR PULL POSTS. INSTALL - m i DRAWING.
ONE BRACE RAIL AND TRUSS ROD ON EACH SIDE OF a o 5. STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING,ASSUMING EARTH COVER OF 0'-5'AND GROUNDWATER ELEVATION AT,OR BELOW,THE
O > 6)io OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTO
SAID POSTS. INLET PIPE D ? M306 AND BE CAST WITH THE CONTECH LOGO.
O F w 6. FILTER CARTRIDGES SHALL BE MEDIA-FILLED,PASSIVE,SIPHON ACTUATED,RADIAL FLOW,AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL
j IJ BE 7-INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 39 SECONDS.
CHAIN LINK FENCE Z03 7. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY DIVIDED BY THE FILTER CONTACT SURFACE AREA R). Q�O1
/ =v~ INSTALLATION NOTES J U)
SCALE: NOT TO SCALE < -, i 1. ANY SUB-BASE,BACKFILL DEPTH,AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE
SPECIFIED BY ENGINEER OF RECORD. uj Q
• '1'. ' a� . .'a. 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTURE
(LIFTING CLUTCHES PROVIDED).
3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE.
FILTER CARTRIDGE \ 4. CONTRACTOR TO PROVIDE,INSTALL,AND GROUT INLET PIPE(S).
FLOW KIT OUTLET SUMP\\�--HDPE OUTLET RISER 5. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER HDPE J 0
OUTLETOUTLET STUB AND SAND COLLAR. IF PIPE IS LARGER THAN 8 INCHES,CONTRACTOR TO REMOVE THE 8 INCH OUTLET STUB AT MOLDED
EQUALIN CUT LINE. COUPLING BY FERNCO OR AND PROVIDED BY CONTRACTOR. 0
6. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF.
EEN NEERNTECH cUn
StormFlfter'
SOLUTIONS LLC
,,,,,,. 9025 Centre Pointe Dr.,Swto400, WOst 6essr,OH
800.338-":122 513-6457000 5136457993 FAX Z
0 `_
SOFTBALL - WATER QUALITY MANHOLE Q
SCALE: NOTTOSCALE
2 �
BULLPEN ORIENTATION: MAN-GATE AND PITCHING
O/010 N-DECK
_ IJ 0
RUBBER END TO BE CLOSEST TO HOME PLATE30.00' �/
4'HIGH CHAIN LINK FENCE,GALVANIZED 4IF SPACE
Q Q Ld_ ci
4'WIDE CHAIN LINK GATE,GALVANIZED
SEE DETAIL 3,SHEET C4.1 ALLOWS(TYP) COACH'S
BOX FOUL LINE U Q
58.80' EXTEND TO OUTFIELD w �_
PERIMETER FENCING Q F-
00'
3.00' 3.
6'HIGH CHAIN LINK FOUL LINE
1.50' ' FENCE,GALVANIZED 90.001' m
Imo-8.42'�I 43.00'
'BASE/PITCHING RUBBER ANCHOR,TYP.OF ALL TO BACK OF PLATE 016.00'
13.50'
6.00' SEE DETAIL 5,SHEET C4.1 6.0012.50'
05.00'
ON-DECK 60.00'
11.80' 7.00' CIRCLE 3.00'
10.00' CATCHERS
6'HIGH CHAIN LINK 3.00' 3.00' (NP)
FENCE,GALVANIZED BOX 84.85' Z
0
60.00' a
COACH'S 15.00' TO FRONT OF
59.79' BOX(TYP) (TYP)'" PITCHERS PLACE UJ
6'HIGH CHAIN LINK FENCE,GALVANIZED TURF EDGE CONNECTION I VERTICAL CURB
SEE DETAIL 5,SHEET C4.0 3.00' 3.00'
1.42' 8.00.
BATTERS BATTERS (TYP) o
BOX BOX
4 SOFTBALL BULLPEN LAYOUT o' sKINBOUNDARYUNE
NOT TO SCALE
FAIR FOUL
LLj
0.50'
01 4��,ISTg�p�
v PRO-STYLE BASE OR PITCH CATCHER'S & BATTER'S STRIPPING LAYOUT FIELD & BASE STRIPPING LAYOUT LA75a
RUBBER WI ANCHOR POST I z r ECKY STRIICCKLER
o PROVIDE(1)2"RUBBER
PLUG WITH SOLID CAP FOR OREGON
J BOTTOM OF BASE TO I EACH SLEEVE m ids 11/18/11 1S
a SIT FIRMLY ON INFILL I FIELD DIMENSION NOTES "`iE NV-C
p I EXPIRES 11/30/18
00 6"MIN. I 1. MATERIALS FOR ALL LINE AND EVENT MARKINGS ARE TO BE OF THE SAME MATERIAL AND J
oMANUFACTURING PROCESS AS THE MATERIAL FOR THE MAIN SYNTHETIC TURF FIELD. LINE AND EVENT
MARKING MATERIALS INSTALLED ON SITE ARE TO BE 1/4 INCH LOWER IN FIBER HEIGHT THAN THE MAIN DATE 104/18/2018
FIELD MATERIAL. GLUE AND SCRIM AND/OR SEAMING TAPE FOR THE BACKING OF LINE SEAMS TO BE r^ DRAWN I BFS
9 . ' SYNTHETIC TURF SECTION MANUFACTURER APPROVED FOR USE IN THIS APPLICATION AND MUST PROVIDE FOR A LONG TERM v J
Y BASE OR PITCH RUBBER SEE DETAIL ON THIS SHEET SUCCESSFUL INSTALLATION OF THE LINES AND EVENT MARKINGS. THERE ARE TO BE NO PAINTED uJ DESIGNED BFS
ANCHOR POST SLEEVE LINES OR EVENT MARKINGS ON THIS PROJECT. CHECKED I MCL
m o y
c�) - J PROJECT# 121712810
a 0 CONCRETE 4. a.. . 2. WHEREVER POSSIBLE,ALL LINES AND EVENT MARKINGS ARE TO INLAID DURING MANUFACTURING. ALL
a UI / // / // / / / / / / / / // / / / // / / / // OTHER LINES ARE TO BE GLUED-IN ON SITE DURING THE SYNTHETIC TURF INSTALLATION. WHERE SHEET TITLE
\�\\j\�\ /\\j\\j\\%\\\\%\\%\\%\\%\\%\\%'\\%�\%\\%\\%\����\ PANELS ARE SEWN TOGETHER,THE SURFACE LEVEL OF THE TURF FOR THE LENGTH OF THE PANEL
DETAILS
3"MIN. SEAM MUST BE LEVEL WITH THE SURROUNDING TURF.
' ' I SHEET NUMBER
N W
BASE / PITCHING RUBBER ANCHOR SOFTBALL- BASE PLATE ANCHOR AND STRIPPING LAYOUT C4 , 1
5 NOT TO SCALE 2 NOT TO SCALE
g ui � LAND USE#
d LL