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Plans (14) PLM2020-00519 l� TAYLOR'S FERRY 6� CITY OF TIGARD N ROpD OREGON RRY FE � e NORTH �,5 Q Q ti G�O� OP � ti DAKOTA � h PLANS FOR PROJECT 5 �� M RECEIVED 9�ti " STREET COOK PARK BALL FIELD IMPROVEMENTDEC290 BARROWS G P �I FY OF TIGARD � dlpUNTgIN RD STREET eMCDONALD 2 3UILD{NQDIVISI4N BONITA R m TYPE OF WORK - GRADING, DRAINAGE, FENCING Z PROJECT LIMITS - COOK PARK NEAR THE SOUTHERN TERMINUS OF SW 92ND AVENUE B�T o� DURHAM N PROJECT LOCATION TO BE SUPPLEMENTED BY THE CITY OF TIGARD DESIGN STANDARDS DATED JULY 15, 1998 SUP VICINITY MAP 01 SW BATTLER ST 0- 04-- q z INDEX OF SHEETS NO. NAME L1 AERIAL SITE PLAN AND SENSITIVE AREAS ` 2 EXISTING CONDITIONS PLAN SUMMERREW OR a ERf�Dp w> L- 1 DEMOLITION PLAN GOLF SUMS" z h L-2 GRADING AND DRAINAGE PLAN L-3 MATERIAL PLAN x L-4 DETAIL SHEET COURSE mz EC-1 EROSION CONTROL PLAN EC-2 EROSION CONTROL DETAILS y W UJ sw RHAM ROA � EC-3 EROSION CONTROL DETAILS 6 ^ w �6 DURHAM Do c a TIGARD ELEMENTARY o HIGH SCHOOL y a N SCHOOL � d o, in PROPERTY INFORMATION REBECCA n OO h COOK PARK (NEIGHBORHOOD PARK) o O TAX MAP AND LOT NUMBER: 2S114D800100 ti LOT AREA: 1 .349,053 SF (30.97 ACRES) y SW WAVERLY DR ZONING: PARKS & RECREATION SW RIVE WOOD LN ti 2 OWNER _ CITY OF TIGARD PARKS DEPARTMENT T ---- - ' TIGARD cR�6� 13125 TIGARD SORHALL BLVD EPa�a CONTACTS: MARTIN McKNIGHT, ACTING PARKS MANAGER 503-718-2598 DURHAM martin®ti ov and-or. TUALATIN RIVER i COOK 9 9 PARK OWNER'S APPLICANT Project Location DURHAM JEFF PECK, CITY OF TIGARD PROJECT MANAGER C3 503-718-2466 DURHAM CITY PA jeffpOfigard-or.gov 9 FIELDTURF ENGINEER —O . FRITZ BALLARD, P.E. 755 CAUSEY ROAD y MURRELLS INLET, SC. 29576 '+ 843-450-2104 g Fritz.Ballard®fielciturf.com 03 TUALATIN COUNTRY f / o: TARKETTSPORTS LANDSCAPE ARCHITECT CLUB d CHRISTOPHER CHISAM, RLA LEED AP 3447 RANCHO CORDOVA, CA. 95670 C� 916-346-8543 I TUALATIN Christopher.ChisamOtarkettsports.com j CIVIL ENGINEER U HARPER HOUF PETERSON RIGHELLIS INC. 118 CONTACT: ROBERT JACOBSON, PE 205 SE SPOKANE STREET, SUITE 200 15 LOCATION MAP PORTLAND, OR. 97202 188 503-221-1131 9 SURVEYOR HARPER HOUF PETERSON RIGHELLIS INC. CONTACT: PETER GAYLORD, PLS g 205 SE SPOKANE STREET, SUITE 200 5037 22ND ,1 OR. 97202 31 Patg®hhpr.com = CITY OF TIGARD Approved............................... .................[X] ... R ATTENTION. Oregon low requires you to follow rules Conditionally Approved..............[ ] OFFICE COPY adopted by the Oregon Utility Notification Center. Those Seo Letter to:Follow..................[ ] �- rules ore set forth in OAR 952-001-0010 through OAR 952-001-0090 You may obtain copies of the rules by PeffMMnMrtN �; LM aUaO O S calling the center. (Note: the telephone number for the Address: Sty. 4 't r4. Oregon Utility Notification Center is (503) 232-1987). l _ By: L4 Date: ATTENTION: Notify NW natural at (503)220-2415 when LORI FAHA, PE PUBLIC WORKS s` excavating within 5' of an existing high pressure gas ENGINEERING DIVISION 99 main. CITY ENGINEER 13125 S.W. HALL BLVD. TIGARD, OREGON 97223 CALL BEFORE YOU DIG f/ VOICE.- 503-6J9-4171 !� 1-800-332-2344 FY21CIR NO.N0. W.FAX: 503-624-0752 PROJECT 92062 WWTIGARD-OR.GOV SOCCER FIELD _ BALLFIELD . . . . . . . . . . . . . . . . PARKING LOT AVAILABLE TO THE PUBLIC DURING THE WINTER SEASON . . • " o . . . . . . . . . . . . . . . . . . . . . . . z w rnz �Z LOT LINE . ., U t t 5 (n Q LINE M a I ' 1 y C 3 va CONTRACTOR STAGING /� I AND PARKING AREAS SWING GATE RESTRICTS ACCESS TO PARKS STAFF " 1 BALLFIELD I :k^ AND CONSTRUCTION r„ v VEHICLES ONLY. INFIELD AND FENCE 100-YR REPLACEMENT _ ` FLOODPLAIN LINE COOK PARK _ 2 r^ s I a r' TAX MAP AND LOT r VEGETATED 123 / NO . 2 I `i D D O 0 100 CORRIDOR F ' QO Y O � O / r / 123 00 \/ CONSTRUCTION j o VEHICLE �x x ` N� 4! d ' ACCESS r Y f ROUTE ; Q4 bg s �R' n „ h < cl r .. 1 - a :, i yet. l N,� < T. VEGETATED C INFIELD A D FENCE ;. ..,< :.. A...; .. ..+ ..k. :. ... " , x: � CORRIDOR REPLACE ENT �~ Z BALLFIELD 2 r r .rc t... \ !fix a:i... .nv. , $ ma ,+�.F ...f' H',,,i... '�4r .M e," ,rvi ! , �, Y V _ ^.%u fY', ,xR,u:'.. ..C4i�F "':: wras r.,e".,v .f ..# ii:.. F .• ',•:+ v1 .,k`:i, x� �': �y. yr e�., f„ }:. . x. 9 M1T v?rn ,,o,. }Yt•' `F :,. ` .:qs tyy :•, a .::.:,. e., 't . %.> ..^F .T.:. V �i� O _r n k , F- �v y Y VEGETATED CORRIDOR LOT LINE _ P 6� Jr f d �r ✓ 1 I WETLAND AREA :- ' QUA R y, F] WETLAND BOUNDARY Revisions and Addendums SHEET A Description Date No. B ENGINEERING DIVISION sa SCALE: 1” = 50' PUBLIC WORKS DEPARTMENT COOK PAR�43ALL FIELD IMPROVEMENTS , a N 4 ?3125 S.W. HALL BLVD. 50' 25' 0 50' 77GARD, OREGON 97223 OF YOKE.- 503-639-4171 FAX. 503-624-0752 AERIAL SITE PLAN WITH SENSITIVE AREAS $ WWN.nGARD-OR.GOV g 'LE N DESIGN:,/RP DRAWN: JRP CHECK: XXX PRO,f. Nth: 92062 BID ON: 92062 N TOPOGRAPHIC SURVEY SURVEYED: JULY 1, 2020 + SEPTEMBER 2, 2020 00 TOPOGRAPHIC LEGEND: COOK PARK x x x CHAIN LINK FENCE/BACKSTOP TAX MAP & LOT NUMBER: 2SI14DB00100 ZONING: PARKS 8c RECREATION STM STORM SEWER LINE "�',',','.';.':.'.'::.'.':. '"'" — BUILDING OVERHEAD LINE .a ................ :::::.. rn................ .. ,•a / / / / / / / / / / / / / DUGOUT LINE �o'•... •••••..••• UTILITY LINE IS BELIEVED TO CONTINUE, CONNECTION NOT LOCATED OR UNKNOWN -� , :.'.':.':.::':.':':':' .... + ---J� MAJOR CONTOUR - 1' INTERVALS MINOR CONTOUR - 0.25' INTERVALS + 3 J 0 + gyp / �I IRRIGATON BOX FLAG POLE CISALL y + POWER RISER SINGLE POST SIGN $ ❑ HOME PLATE k HANDI-CAP PARKING SPACE . + / f FOUL BALL POLE DECIDUOUS TREE \ :.':::-'•' :.': BULLP �l FENCING + + Q MEMORIAL ROCK (APPROXIMATE DIAMETER + .....'.'..'.. \ / ` CLEANOUT ) \/ BREAST HIGH AS NOTED 3 ILII{ CATCH BASIN CONIFEROUS TREE (APPROXIMATE DIAMETER \x O + ryh ® WATER VALVE BREAST HIGH AS NOTED) \\ / �/ BENCH / '� STUMP - 126 x / O GATE POST no APPROXIMATE DIAMETER ON TOP, OR OBH, IF OVER 4' TALL. BULLPEN FENCING PLAYER UGOUT T 1 STORM LATERAL EXISTING CONCRETE SURFACE � EXISTING DIRT SURFACE + O TO BUILDING PER lPARK STAFF ""boo 1 b., 17EXISTING ASPHALT SURFACE O\k D 0 ` NOTE: SYMBOLS SHOWN HEREON ARE FOR GRAPHICAL REPRESENTATION i '23 PURPOSES AND DO NOT NECESSARILY SHOW SHAPE, SIZE, ROTATION, Y f e; D CONDITION, TYPE, ETC. OF THE ACTUAL PHYSICAL IMPROVEMENTS THAT THEY PLAYER DUGOUT 1 REPRESENT. CONDITION, TYPE, ROTATION, ETC. MAY VARY AMONGST ITEMS SHOWN BY THE SAME SYMBOL. DOS BACKSTOP F ING �® ,/V 0 TRD 11 LITTON: ® O TR WA RUNE IN / VERTICAL DATUM: w Q� SI 1 123.`50 THIS VICINITY THE VERTICAL DATUM IS NAVD88 PER A GNSS OBSERVATION CON RETE WALKWAY a / S�4250 PARKI G LOT USING THE OREGON REAL-TIME GNSS NETWORK (ORGN). 123. HORIZONTAL DATUM BACKSTOP a / / HORIZONTAL COORDINATES ARE BASED ON OREGON STATE PLANE [- a FENCING v D 06 L 1 / (NORTH ZONE) - REFERENCE FRAME: NAD 83 (2011)(EPOCH:2010.0000), 1 26 INTERNATIONAL FEET. ALL DISTANCES ARE GROUND, SO STATE PLANE D 13 COORDINATES ARE APPROXIMATE. A GNSS SOLUTION WAS OBTAINED ON CONTROL POINTS 1 AND 3 USING THE ORGN. CONTROL POINT 1 WAS _x HELD FOR ITS COORDINATES AND THE PROJECT WAS ROTATED TO THE ".'.: } D O6 I { TRD 08 / BEARING FROM CONTROL POINT 1 TO CONTROL POINT 3. \1 O 123 1 / i I PLAYER DUGOUT / SURVEYED FEATURES NOTES: ... / " O PLAYER DU OUT 7�� D 04 O MOBILE BLEACHERS TRASH CAN BULL PEN BULLPEN FENCING O �A D 07 UTILITY STATEMENT: + BALL FIELD *2 ' \ I� J NO UTIUTY LOCATES WERE REQUESTED FOR THIS TOPOGRAPHIC SURVEY. C 08 -X3 / 125,750 + X24 TR 1 + ,•. -_... BULLPEN \ .... : + FENCING i STORM SEWER NOTES .. I + 301726 STROM CLEANOUT / + RIM=123.48' / + \ \ 72 STORM CLEANOUT \ + RIM=123.34' a / \ F75CATCH BASIN+FILTERBOX . ..........'.'.:'.. ........ .::.':.'.'::.•...':':. ....:..........:•:. SUMP ItE8569'0.39' 8 g N 751 CATCH BASIN+FILTERBOX RIM= 122.72' ti� IE 8"DI(N)=120.62' ' •. .. - • ,•,.♦•.,. ^ SUMP=119.02' 5 OTHER o 10 20 40 0 FLOW ARROW SCALE: 1" = 20' RR n, Revisions and Addendume /� SHEET ENGINEERING OR DIVISION COOK PARK BALL FIELD IMPROVEMENTS Description Date O. By ®,PUBLIC WORKS DEPARTMENT 2 13125 HALL BLVD. TIGARD,SOREGON 9722J ± OF ICE: 50J-63.9-4171 503-624-0752 EXISTING CONDITIONS fAX.' TIGARD-OR.GOV TLE N PLAN 92062 DESIGN:XXX I DRAWN: XXX I CHECK: XXX I PROJ.- NO: 92062 1 BID ON: _ - _ SOCCER FIELD I ♦ hh f 3L' isM1 , BALLFIELD M: y. PARKING LOT AVAILABLE TO THE v _ PUBLIC DURING THE WINTER SEASON yw. d . 4 b �' ,L :air y Z , LOT LINE Tom: i': LOT LINE Q } ft s , ' K ? ^ e• < IV CONTRACTOR STAGING °,15 1 ' SWING GAPE RESTi MTS . AND PARKING AREAS ACCESS TO PARKS STAFF BALLFIELD 1 AND CONSTRUCTION J � ;r x VEHICLES ONLY. : , - INFIELD AND FENCE REPLACEMENT 100—YR y k+�,,. fis ; FLOODPLAIN "` ' z : x LINE s k r n, COOK PARKu. , y r r 0 s TAX MAP AND LOT F ' O r o S 1 14DD00100 ; VEGETATED �; N 0 • � CORRIDOR k Y 4 ,5 a I� - Y p♦y yY.i _ _ i �i •J#1 'Sif � Y i F;. i1 Lq 01 gy, u ;Q! `r A O 0 lq 4 ;\ , CONSTRUCTION 9 F 0 -.\ --0 � VEHICLE J -t O ACCESS ROUTE ' , >}; - '. 4 G u, INFIELD A D FENCE — REPLACE ENT CORRIDORD , BALLFIELD 2 9 x. �0-�+ -- x • a_... VEGETATED CORRIDOR LOT LiNE� I 'jf .IPIInMP. WETLAND AREA FZ1�ER .. ... n ' WETLAND e BOUNDARY T h f l f 1 t „sb p O n Ai } R. r i,. Revisions and Addendums SHEET -- - - ENGINEERING DIVISION COOK PARK K BALL FIEL ® IMPROVEMENTS SCALE: 1" = 50' � i.Description _ _ Date, __ INo. By PUBLIC WORKS DEPARTMENT 1 N " 13125 S.W. HALL BLVD. --__-. ---.. _-__ -- .. ... ... _ TIGARD, OREGON 97223 50' 25' 0 50' OF VOICE: 503-639-4171 Fes: 503-624-0752 AERIAL SITE PLAN WITH SENSITIVE AREAS WWW.TIGARD-OR.GOV DESIGN:JRP DRAWN: JRP CHECK: XXX PittlJ: : 92062 BID ON: ,��ILENC 2 DEMOLITION PLAN NOTES Z 0 1. DEMOLITION SHALL NOT COMMENCE UNTIL ALL PERIMETER SEDIMENT CONTROLS ARE IN PLACE. REFER N TO APPROVED LAND DISTURBANCE DRAWINGS. w EC 2. ALL DEMOLITION DEBRIS SHALL BE PROPERLY AND LEGALLY DISPOSED OF OFFSITE. 3. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY HAUL ROUTE AND DEMOLITION PERMITS REQUIRED. W 4. EXISTING STORM PIPING SHALL REMAIN ACTIVE AT ALL TIMES. Q 0 5. CUT AND CAP ALL IRRIGATION LINES OUTSIDE OF THE EXISTING PROJECT LIMITS. REROUTE EXISTING MAINLINES PIPING IN ORDER TO MAINTAIN SERVICE TO ZONES LOCATED OUTSIDE THE PROJECT LIMITS. d DELIVER ALL SALVAGEABLE EQUIPMENT TO THE OWNER. Z 6. THE CONTRACTOR SHALL PERFORM CLEARING,DEMOLITION,REMOVAL OF OBSTRUCTIONS&SITE PREPARATION NECESSARY FOR THE PROPER EXECUTION OF WORK CONTAINED IN THE CONTRACT DOCUMENTS. 7. EXISTING ITEMS ARE TO REMAIN UNLESS OTHERWISE NOTED.THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING OR REPLACING,AT CONTRACTOR'S EXPENSE,ANY EXISTING ITEM DAMAGED OR DESTROYED BY CONSTRUCTION OPERATIONS.CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REPAIRING OR REPLACING ANY&ALL DAMAGES TO ADJACENT PROPERTIES. THE DAMAGED ITEMS SHALL BE RESTORED TO AN"AS•WAS"OR BETTER CONDITION OR REPLACED PER THE DISCRETION OF THE OWNERS REPRESENTATIVE. B. PRIOR TO DEMOLITION WORK,CONTRACTOR SHALL PROTECT ALL EXISTING PLANT MATERIAL NOT p SCHEDULED FOR REMOVAL. 9. CONTRACTOR TO VERIFY THAT ANY SITE IRRIGATION AND LANDSCAPE AFFECTED BY ONSITE \� 0 t A F �O CONSTRUCTION WILL REMAIN LIVE AND OPERABLE AT ALL TIMES DURING CONSTRUCTION. �� `s�89,555 A- y 10, THERE MAY BE(E)UTILITIES NOT SHOWN ON THE SURVEY.CONTRACTOR SHALL TAKE CAUTION IN CONSTRUCTION AND IF UTILITIES OR OTHER ITEMS OF CONCERN ARE DISCOVERED THE OWNERS 0 UK PROTECT EXISTING TREE REPRESENTATIVE SHALL BE NOTIFIED IMMEDIATELY FOR DIRECTION AND REDIRECT WORK TO AVOID 9p rfpT 1 y0`$ O= DELAY, JAO'00g L L11. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ALL REMAINING EXISTING AND NEW DRAINAGE L L AND UTILITY LINES ARE PROTECTED AND UNDAMAGED FROM TRENCHING. exPcaes: os/so/2oz� L L L L � LL LL Lt N L L LLL W ~ LL LLLLLL •�,•� LIMIT OF WORK < O L d rn LLLL CHAIN LINK FENCE, MESH, AND FOOTING IS TO BE DEMOLISHED AND Y W LLLLL REMOVED. O O LLLL CLEAR AND GRUB•LIVING TURF FIELD TO BE DEMOLISH AND BE REMOVED AS REQUIRED U Cp LLL BASED ON NEW SYNTHETIC TURF BASE ROCK,GRADING AND DRAINAGE INSTALLATION I� Q L REQUIREMENTS.ALL IRRIGATION IATERAL LINES AND MAINLINES ARE TO BE DEMOLISHED LL AND REMOVED AFTER VERIFICATION THAT DEMOLITION DOES NOT AFFECT ANY O REMOVE AND PLACE EXITING CHAIN INK MESH IRRIGATION TO REMAIN.INCOMING MAINLINE THAT FEEDS CURRENT FIELD IRRIGATION IS a F SAWCUT AND REMOVE 32 SF TO BE CAPPED AND ABANDONED. o OF EXISTING ASPHALT FABRIC. EXIS POSTS TO REMAIN AND BE CLEAR AND GRUB-BASEBALL INFIELD FINES TO BE AND BE REMOVED PROTECTED REQUIRED BASED ON NEW SYNTHETICTURF BASE ROCK,GSRADING AND DRAIN GES INSTALLATION REQUIREMENTS. U Lu Q � SAWCUT,DEMOLISH AND REMOVE EXISTING ASPHALT TO MAKE ROOM FOR NEW m w BACKSTOP AND FOOTINGS � CL SAWCUT AND RE OVE 40 SF - - � m Z OF EXISTING ASP LTQ LLLLLLLLLLL LLLLLLLLLLL LLLLLLLLLLL CUT AND REPLACE TO AS WAS OR BETTER CONDITION EXISTING,LIVING TURF, 0„ W LLLLLLLLLLL LLLLLLLLLLL IRRIGATION,CURB,ASPHALT,ETC AS NEEDED TO INSTALL NEW SD PIPE. Y LLLLLLLLLLL LLLLLLLLLLL (� LLLLLLLLLLL 0 ` v LLLLLL LL 0 W O L U _j UJI L L W L LL J Q L L t— W L L L L DEMOLISH AND REMOVEL L L a z EXITSING BULLPEN FENCE L PROTECT EXISTI G TRE c 4 N � wK O 0o v-a 0,2.�aZaZO N O N i 0 7 VId,-j�UNU O 0000 t WN06Z O¢R i3 iow��mW J �<oowN�o 2-¢0� w .. ORqOUQNZC /� Z03�m��LLOF 3ODw aOZ z0,rL Z J N O d - d:,ozs 0 Zu0p¢0, ,-PistF-soo N Z N0 0 J , U) 0 o Z WLUW () ~ Wul o¢�C W 0 N 0 D N O U Of SHEET NO.SHEETb DWG. NO.:XXXXX 0' 10' 20' 40' 6iiiERT! ii L - 1 SCALE: 1"=20' IHEULTIKAIE F Ci ��s Yt5 X39 ® I SURFACE EXPERIENCE �.F:.� A7arkett Sports Company MATERIALS NOTES Z O 1. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ELEMENTS INCLUDING UTILITY LOCATIONS w AND REQUIRED SLEEVING PRIOR TO INSTALLATION. VERIFY CRITICAL DIMENSIONS,REFERENCE POINT w LOCATIONS AND CONSTRUCTION CONDITIONS PRIOR TO INITIATING CONSTRUCTION. TEMPORARY BENCHMARKS OR REFERENCE POINTS SHALL BE SET BY THE CONTRACTOR AS NECESSARY, NOTIFY THE OWNERS REPRESENTATIVE IMMEDIATELY SHOULD DISCREPANCY ARISE AND REDIRECT WORK TO AVOID DELAYS. LU 2. THE INTERFACE OF ALL PROPOSED IMPROVEMENTS TO EXISTING SITE SHALL CONFORM AND BE SMOOTH Q FSI 126.14 AND UNIFORM. EG 126.13 INLINE SDCO 3. ALL REINFORCING AND FORMS SHALL BE SECURED IN PLACE AND ACCEPTED BY OWNERS REPRESENTATIVE PRIOR TO PLACING ANY CONCRETE. Z FSI 125.94 4. ALL DIMENSIONS SHALL BE VERIFIED IN FIELD AND CHALKED,STRING LINED OR FLAGGED BY THE FSI 126.20 EG 125.93 CONTRACTOR PRIOR TO CONSTRUCTION. ANY MINOR ADJUSTMENTS MADE TO ACHIEVE OVERALL DESIGN EG B:1 Opp I LAYOUT SHALL BE ACCEPTED BY THE OWNRS REPRESENTATIVE PRIOR TO CONSTRUCTION. L \ 5 COMIFY ALL SITE CONDITIONS,ELEVATIONS,AND MENCEMENT OF WORK, NOTIFY OWNER AND ENGINEER NOF ANY�DISCREPANCIES N ON THE SOR IRREGULAR PRIOR TO FSI 1 6.41 e ��\ CONDITIONS. EG 126.41 � FSI 125.82 6. PRIOR TO THE COMMENCEMENT OF WORK,THE CONTRACTOR SHALL LOCATE THE PROPOSED EG 125.85 CENTERLINES FOR CONTROL FOR THE NEW LAYOUT AND MARKINGS. CENTERLINE BOTH FSI 126.21 /// LONGITUDINALLY AND SIDE TO SIDE SHALL BE APPROVED BY OWNER AND ENGINEER PRIOR TO EG 126.20 �a\ COMMENCEMENT OF WORK AND PRIOR TO INSTALLATION OF TURF. � `� g NYOPLAST BASIN 5'��Q�OPROFFgs� 8" INV IN N 123.39 �� o as 8" INV OUT S 123.39 w 89,555 y s 8" INV OUT S 123.39 FSI 126.15 f TC 125. a 90 SFS ,�2 EG 126.20 EG 126.40 ' 0�6 TC 125.72 DRAINAGE LEGEND PD ANG FSI 126.0512"9 EG 125.40 EG 126.17 _ G 126.51 d EXPIRES: 08/30/2021 TC 125.72 . NYOPLAST BASIN EG 125.38 `.•�. LIMIT OF WORK 8" INV OUT 123.39 •' C 125.96 ._.- TC 126.15 126.56 �- SYNTHETIC TURF STONE BASE N N EG 126.15 L rn TC 126.10 �� EG 125.40 7j� 1.5"X12" FLAT DRAIN 2 w Q Z EG 126.10 \ �, TC 1 .� O TC 125.75 �'�� L-a a rn O EG TC 126.00 126 q� EG 125.34 / EG 126.08 \� d� / w PERFORATED HDPE STORM DRAIN L14 OO to 0 TIC 125.94 \ / CONNECT TO EXISTING 8" U C:) TC 125.75 r- EG 125.50 \ EG 125.25 SD LINE SOLID PVC SD LINE Q t IN 121.03 0 TC 125.75 0 TC 125.80 EG 125.25 ' / 18" DEEP x12 WIDE" FRENCH DRAIN EG 125.31 INLINE SDCO , 7 PROPOSED CONTOUR, REFER TO GRADING PLAN J W '� vQ 0 TC 126.20 W ® NYOPLAST BASIN 6 m . � "� ... EG 125.05 fY L-4 � INLINE SDCO mp (e, CLEAN OUT TC 125.20 EG 124.92 a W H ( P� TC 125.10 FINISH SURFACE INFILL ELEVATION Z TC 125.25 / �\ EG 125.28 slxx.xx 0 Q \ � O EG 125.25 ; ;« \ 0 W Z \\ CONN T TO XISTING 8" c xx.xx TOP OF CURB ELEVATION V JLIJ / 12 0 TC 125.00 po 5 STO DR LINE, J p TC 125.30 EG 124.67 t EG 125.34 /o Qo\o \ `'sus \ \ @'��' INV 120 8, F- W W ' ti k \ \ NYOPLAST BASIN Z � / lcoli 8" INV IN 122.34 NYOPLAST BASIN 8" INV IN 122.34 INV O T 122.34 FSI 125.30 FSI 125.2 8" INV OUT 122.34 _ W d y W F 125.45 - \ W N¢�0 FSI 125.35 6 7 �o�wi.iaza FSI 125.40 /C \ N NUo�z0=a zN3J40On]fJ1N �Q�dW Nr� �t tP Q z�¢oFN o T OW OOU¢_Zy Uan o¢O �R- KJW 2s _J �g OZ,2- j2W s FSI 125.30 Z ��o0I0 CL owz�o on \ 0 ' od Qo0¢ zo wN �Y zww 11g` =ow Wux oG� ¢Nw W N no lYia ay3d (D (D \ � 0 V N O 00 FSI 125.30 INLINE SDCO Z G� a CO FSI 125.35 C z FSI 125.40Q z Z Uia � U F r n Q 3 U w i v U LUn OQ p SHEET NG.SHEETq DWG. NG.:xxxxx O, , -�� k9 I� I THEULTIMAIE ■ SURFACE EXPERIENCEu_ L - 2 A Tarkett Spurts Company MATERIALS NOTES Z 0 1. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ELEMENTS INCLUDING UTILITY LOCATIONS cn AND REQUIRED SLEEVING PRIOR TO INSTALLATION. VERIFY CRITICAL DIMENSIONS,REFERENCE POINT w LOCATIONS AND CONSTRUCTION CONDITIONS PRIOR TO INITIATING CONSTRUCTION. TEMPORARY CC BENCHMARKS OR REFERENCE POINTS SHALL BE SET BY THE CONTRACTOR AS NECESSARY. NOTIFY THE OWNERS REPRESENTATIVE IMMEDIATELY SHOULD DISCREPANCY ARISE AND REDIRECT WORK TO AVOID DELAYS, w 2. THE INTERFACE OF ALL PROPOSED IMPROVEMENTS TO EXISTING SITE SHALL CONFORM AND BE SMOOTH Q AND UNIFORM. a 3. ALL REINFORCING AND FORMS SHALL BE SECURED IN PLACE AND ACCEPTED BY OWNERS p REPRESENTATIVE PRIOR TO PLACING ANY CONCRETE. Z 4. ALL DIMENSIONS SHALL BE VERIFIED IN FIELD AND CHALKED,STRING LINED OR FLAGGED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY MINOR ADJUSTMENTS MADE TO ACHIEVE OVERALL DESIGN LAYOUT SHALL BE ACCEPTED BY THE OWNRS REPRESENTATIVE PRIOR TO CONSTRUCTION. � J 5. VERIFY ALL SITE CONDITIONS,ELEVATIONS,AND DIMENSIONS SHOWN ON THE PLANS PRIOR TO COMMENCEMENT OF WORK.NOTIFY OWNER AND ENGINEER OF ANY DISCREPANCIES OR IRREGULAR CONDITIONS. 6. PRIOR TO THE COMMENCEMENT OF WORK,THE CONTRACTOR SHALL LOCATE THE PROPOSED CENTERLINES FOR CONTROL FOR THE NEW LAYOUT AND MARKINGS. CENTERLINE BOTH LONGITUDINALLY AND SIDE TO SIDE SHALL BE APPROVED BY OWNER AND ENGINEER PRIOR TO "` ;' s•= COMMENCEMENT OF WORK AND PRIOR TO INSTALLATION OF TURF. " �Q,EDPROFFs 0 ON 906 MATERIALS LEGEND �TD•JNO EXPIRES: 06/30/2021 LL L ®.1' LIMIT OF WORK LL N N 3 L `�• �� "� g °sxs f+- R� L SYNTHETIC TURF L-4 W � \\ L LREPAIR COMPLETE TRENCH LINE Y Q z L L / N 0 LLLLL TO AS WAS OR BETTER / CONCRETE CURB AND HEADER < 0) Ur 1 6"- 47 LF CONCRETE LL L ONDITION Y ui LL0 CURB AND HEADER LLL0 to 0 47 LF 6" CONCRETE f LLLL PRESSURE TREATED HEADER L 4 O CURB AND HEADER START 12=98 LF CO RETE LL 11' CURB AND HEADE `LLL r END 98 LF 12" CONCRETE LL ~ U CURB AND HEADER 5 EDGE CONNECTION HOM PLATE 3 �4CURB END L-4 t— REPLACE EXISTING CHAINLINK W MESH AND NETTINGQ -) EDGE CONNEC ON 5 m CURB ST RT L-4 � 0- END 96 LF 12" CONCRETE Q z CURB AND HEADER REPLACE EXIS ING CHAINLINKREPAIR COMPLET TREN LINE Q m O 36 LF 6" CONCRETE MESH AND NE G TO AS WAS OR B ER 0- WF- CURB � Q CURB AND HEADER END 9612" LF CON C TE CONDITION O tD O CURB AND HEADER O W z START 53' 6" ` L LLLL LL U J W L W L0� 5 EDGE CONNECTION CONCRETE HEADER L L ` p L-4 CURB END L L L I W L L J LL w L L z op L y w� ¢ ?E coo wmQ c 0,Lj zj 0 ou �a_S�UNo !E go�mNw z w =- w '-Q oaLni�Lo o�000F Now w rc r o�oma oao zraoz zw o€ r' � zo'z-'�>��w END 53 , 6" CONCRETE HEADER J oZ 0 Ify e < Q W I— O Z G\I wUU UU Z Y U iW— Q Q W O w CL N o m o v a SHEET NO.SHEETp DWG. NO.:XXXXX � l ��' ' THEOLTIMATE O� 1O� 2Qr 40� T / rev I SURFACE EXPERIENCEL A Tarkett Sports Company SCALE: 1"=20' 3.0' DEPTH 'D' z STONE SECTION - 3 O REFER TO DETAIL � FIELDTURF SYSTEM THIS SHEET w PILE HEIGHT'P' 3"THICH WAFFLE STYLE HOME PLATE PILE HEIGHT FIELDTURF RESTORE DISTURBED P SURFACE SURFACES WITH SOD TOPSOIL BACKFILL- WRAP LINER 2"TOPPING STONE SLOPE BEHIND 2"x4° PER LOCAL l (ANGULAR#89 STONE) PER PLAN 4 NAILER REGULATIONS w SET TOP OF PLATE LEVEL WITH INFILL 6" ,: " : • . ., .. _ : - "n Lkl ,0Li=_0 '4"" -i��t-w1 _I L o 4" STONE BASE I I—)II-11 = PRESS TURF INTO VOID TO CREATE (ANGULAR#57 STONE) TOP OF TIGHT SEAL DURING INSTALLTION 1.5"x 12" PANEL DRAIN LAID TRENCHII— =, 1Tu=Ill T=T7 O FLAT ON SUBGRADE SLOPE SUBGRADE —�_ I_= 1111=111- z i— I i` —I — 4" t SYNTHETIC TURF TO BE GLUED TO FROM CROWN TO ° TOP OF CONCRETE TRENCH LINE _�— �� SLOPE SUBGRADE FILL WAFFLE SIDE OF HOME PLATE �r TT�Ill>- TO TRENCH LINE -i I I-III—III_ I I SUBGRADE LINER: 1" X 12" PANEL AIN _� COMPACTED WITH CONCRETE AND DIRECT BURY 12"MOISTURE LAID FLATIca FINE GRADE AND SUBGRADE I I CONDITIONED SUBGRADE w PROOFROLL SUBGRADE FOR IMPERVIOUS 140N GEO FABRIC OPEN GRADED I—III—III— I I SET PLATE INTO 1/2"OF LEVELING SAND APPLICATIONS OVER MOISTURE 4" SENSITIVE SOILS: 12 mil WOVEN AGGREGATE (AASHTO COATED POLYETHYLENE LINER PERFORATED HDPE #57) TRENCH BACKFILL SYNTHETIC TURF PIPE - REFER TO I I EDGE TRANSITION NAILER DEPTH: DRAINAGE PLAN 12" — — PILE HEIGHT? DEPTH'O' 2" 1-1/4" ��Q,ED FIR I+— OD+B" 1.5" 0.75" �5 G 1 N£ s�Q 89,555 HOME PLATE DETAIL / 2 1 STONE BASE SECTION PERIMETER SUBDRAIN 0 NTS NTS NTS 90 s 1 F� 1Z PD J Nrc- NAILER DEPTH, SEE NAILER DEPTH, SEE FIELDTURF SYSTEM EXPIRES: OB/30/2021 CHART BELOW CHART BELOW 2"X 4" PT NAILER 2"X 4" PT NAILER LIVING TURF TRANSITION 6" FIELDTURF STONE BASE REFER TO SECTION THIS SHEET 3-3/4"TAPCON CONCRETE CONCRETE HEADER, 3-3/4"TAPCON CONCRETE i CONCRETE HEADER, d ANCHOR 18" O.0 OR REFER TO LANDSCAPE ANCHOR 18"O.0 OR REFER TO LANDSCAPE WEDGE ANCHORS PLANS WEDGE ANCHORS PLANS FIELDTURF FOLDED OVER AND dTbYMtG WOVEN COATED LINER N SECURED TO FACE OF CURB W I` 30" ON CENTER 30" ON CENTER STAPLED TO PRESSURE I O COMPOSITE 2 x 8 NAILER/CURB I Y > FIELDTURF SYSTEM EXISTING FIELDTURF SYSTEM EXISTING L� Q Z HARDSCAPE HARDSCAPE Z./ PREPARED SUBGRADE Q DEP ro pEP ro' j SCARIFY, MOISTURE a W k W' rVARIES a VARIES CONDITION, STABILIZE AND Y w °. --i COMPACT TO 95%ASTM D698 O Q I � 2"X 8" PRESSURE TREATED �� SIMPSON DTT2Z-1 TENSION TIE- C� LUMBER CURB O �iY k i�r a s q —_T_ 12" ° ° �f2'� I ll SPACE 10' o-c EACH FACE OF NAILER. c ,,.,,`` j I OFFSET INSIDE TIE FROM OUTSIDE TIE r BY 5'. (TURF FACE SHOWN HERE). SECURE TO NAILER WITH APPROVED < 12" � � I HARDWARE g 2 STONE BASE \//\// \/�\�\ /\//� j� 2 STONE BASE \/\// /\/{�//\//\//\// //\// I b ��, \ \/\y�\/\\/\\/\ /\\ \/\\/\\/\\�\\ BACKSTOP SECTION 1'/i /t/i.✓i��✓/�/i.�/i,�/i�/ SECTION /� /�/i.�/c /��/i.�/i. //�i,�/i. -_ I\ - 1/2"fD SS NUT&WASHER POSTS I� 1/2" 0 x 24"SS ROD-DRIVE INTO EXISTING UNDISTURBED EARTH J W DUGOUT CURB BACKSTOP CURBQJ O NAILER DEPTH: UJ W a SPLICING NOTE: 2x8 SECTIONS SHALL BE SECURED TO ONEU) PILE HEIGHT? DEPTH 'D' ANOTHER USING SIMPSON LS90 GUSSET PLATES. INSTALL AND Y Q z 2" 1-114" FASTEN PER MANUFACTURER'S RECOMMENDATION. m O 1.5" 0.75" Q" L 5 EDGE CONNECTION- CURB A SYNTHETIC TURF EDGE TRANSITION o W NTS NTS O J (11 Ill J LL PROVIDE FRAME AND GRATE o Z SET TOP OF GRATE TO TOP a PROVIDE FRAME AND GRATE SET TOP OF OF FINISH STONE (TYP) GRATE TO TOP OF FINISH STONE (TYP) BOTTOM FLANGE OF CASTING MUST BE im o SUPPORTED BY CONCRETE COLLAR (TYP) FIELDTURF SYSTEM BOTTOM FLANGE OF CASTING MUST BE Iag i SUPPORTED BY CONCRETE COLLAR(TYP) '2- ,°<z w FIELDTURF SYSTEM AIAIJI 0030 zz= BASIN SIZING: N wmmm R 2"TOPPING STONE a ° 4"BASE STONE 4"0- 12"0 PIPE 12"0 BASIN 15"0- 18"O PIPE 18"0 BASIN i3ZBE�=w I24"0 PIPE 24"0 BASIN PERIMETER 1 PERIMETER 1 ow9o90o¢ 6" THICK CONCRETE 30"0 PIPE 30"O BASIN o owa z SUBDRAIN SUBDRAIN COLLAR (TYP) w'o� �-z.�Czw 4W LA WU #57 STONE TRENCH NOTES: zoa= om BACKFILL(TYP) I "THE BACKFILL MATERIAL SHALL BE io HDPE RISER PIPE PER CRUSHED STONE OR OTHER o ct aoo MANUFACTURER'S GRANULAR MATERIAL MEETING THE c��l z RECOMMENDATION REQUIREMENTS OF CLASS II N O MATERIAL AS DEFINED IN ASTMN = D2321, OR AS DETERMINED BY ° N LOCAL STANDARDS & SITE ENGINEER. BEDDING & BACKFILL PROVIDE T OF SOLID FOR SURFACE DRAINAGE INLETS HDPE PIPING AT EACH I SUBGRADE LINER: SHALL BE PLACED & COMPACTED p STRUCTURE-ALL ( ' REFER TO STONE BASEUNIFORMLY IN ACCORDANCE WITH z 0 WOUTLETS (TYP) SECTION TO ASTM D2321. U R W W PROVIDE 12" DEEP CRUSHED STONE BACKFILL w 3 U BACKFILL MATERIAL CRUSHED STONE BACKFILL w ® ¢ co a = it SUBGRADE LINER: co o a MAINTENANCE SUMP SEE NOTE BELOW(TYP) SEE NOTES(TYP) REFER TO STONE BASE SEE NOTE BELOW(TYP) NYLOPLAST BASIN INLINE DRAIN SECTION TO TYPE ENDLINE DRAIN SHEET No.SHEET# DWG. No.:Xxxxx n NYOPLAST BASIN-PERIMETER SUBDRAIN L - 4 NTS INSTALL WATTLES PER DETAIL TON ON SHT. EC2. FECINGI ORANGE IL ON UC. E f APPROX. LENGTH=350 FEET FECING PER DETAIL 0 SHT. EC2. NOTES: ipy APPROX. LENGTH=360 FEET 1. WHEN RAINFALL AND RUNOFF OCCURS, A KNOWLEDGEABLE AND EXPERIENCED PERSON IN THE PRINCIPLES, PRACTICES, INSTALLATION, AND MAINTENANCE OF EROSION AND SEDIMENT CONTROLS WHO WORKS FOR THE PERMITTEE MUST PROVIDE DAILY INSPECTIONS OF THE EROSION AND SEDIMENT CONTROLS AND DISCHARGE OUTFALLS. / 2. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND FROM OCTOBER 1 THROUGH MAY 31ST EACH YEAR. BULLPEN FENCING 3. DURING WET WEATHER PERIOD, TEMPORARY STABILIZATION OF THE SITE MUST OCCUR AT THE END OF STOCKPILE AREA TO BE REMOVED EACH WORK DAY. % COVER WITH AND REPLACED 4. SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ON ALL DOWN GRADIENT SIDES OF THE i i �\\ PLASTIC SHEETING PER DETAIL ON CONSTRUCTION SITE AT ALL TIMES DURING CONSTRUCTION. THEY MUST REMAIN IN PLACE UNTIL SHT. EC3 PERMANENT VEGETATION OR OTHER PERMANENT COVERING OF EXPOSED SOIL IS ESTABLISHED. 5. ALL ACTIVE INLETS MUST HAVE SEDIMENT CONTROLS INSTALLED AND MAINTAINED AT ALL TIMES DURING v CONSTRUCTION. FLOW ARROW _ 6. SIGNIFICANT AMOUNTS OF SEDIMENT THAT LEAVES THE SITE MUST BE CLEANED UP WITHIN 24 HOURS (TYPICAL) / \ }� AND PLACED BACK ON THE SITE AND STABILIZED OR PROPERLY DISPOSED. THE CAUSE OF THE + SEDIMENT RELEASE MUST BE FOUND AND PREVENTED FROM CAUSING A RECURRENCE OF THE DISCHARGE + INSTALL APPROX. 20'x50' WITHIN THE SAME 24 HOURS. ANY IN-STREAM CLEAN UP OF SEDIMENT SHALL BE PREFORMED ACCORDING GRAVEL CONSTRUCTION TO THE OREGON DEPARTMENT OF STATE LANDS REQUIRED TIME FRAME, ENTRANCE. PER DETAIL ON BALL FIELD,#1 + SHT. EC2. ADJUST WIDTH 7. SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS, DRAINAGE WAYS, OR WATER / INFIELD ' AS NEEDED TO AVOID TREES. BODIES. 8. SEDIMENT MUST BE REMOVED FROM BEHIND ALL SEDIMENT CONTROL MEASURES WHEN IT HAS REACHED A i INSTALL PORTABLE HEIGHT OF 1/3-RD THE BARRIER HEIGHT AND PRIOR TO THE CONTROL MEASURES REMOVAL. CONCRET9. CLEANING OF ALL STRUCTURES WITH SUMPS MUST OCCUR WHEN THE SEDIMENT RETENTION CAPACITY HAS WASHOUTS BOX. BEEN REDUCED BY 50% AND AT COMPLETION OF PROJECT. 10.ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE PROPER STORAGE, APPLICATION, AND DISPOSAL. BULLPEN FENCING X �� \� 4�' / 11.THE PERMITTEE MUST PROPERLY MANAGE HAZARDOUS WASTES, USED OILS, CONTAMINATED SOILS, TO BE REMOVED AND REPLACED \ / h O�` / CONCRETE WASTE, SANITARY WASTE, LIQUID WASTE, OR OTHER TOXIC SUBSTANCES DISCOVERED OR VDUGOUT GENERATED DURING CONSTRUCTION. \4\ \ 12.THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS. NUTRIENT RELEASES FROM FERTILIZERS TO SURFACE WATERS MUST / FF=125.90"\ FF= 125.5 BE MINIMIZED. TIME RELEASE FERTILIZERS SHOULD BE USED AND CARE SHOULD BE MADE IN `\ \ INSTALL ORANGE APPLICATION OF FERTILIZERS WITHIN ANY WATER WAY RIPARIAN ZONE. FF= 126.47' 126• t CO DETAIL O FENCING 13.OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE DETAIL ON SHT. EC2 \ f-__ - OF ALL EROSION AND SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH CURRENT CLEAN WATER APPROX. LENGTH=68 FEET \ SERVICES STANDARDS AND STATE, AND FEDERAL REGULATIONS. INSTALL INLET DUGOUT 7�5. )5 'moi / / PROTECTION 14.PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BOUNDARIES OF THE CLEARING LIMITS, VEGETATED J 10 TYPE 5 PER DETAIL BUFFERS, AND ANY SENSITIVE AREAS SHOWN ON THIS PLAN SHALL BE CLEARLY DELINEATED IN THE ON I' SHT. . S THE EC3FIELD. UNLESS OTHERWISE APPROVED, NO DISTURBANCE IS PERMITTED BEYOND THE CLEARING LIMITS.D '06 OWNER/PERMITTEE MUST MAINTAIN THE DELINEATION FOR THE DURATION OF THE PROJECT. NOTE: VEGETATED CORRIDORS TO BE DELINEATED WITH ORANGE CONSTRUCTION FENCE OR APPROVED EQUAL. 15.PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BMPS THAT MUST BE INSTALLED ARE GRAVEL / -- CONSTRUCTION ENTRANCE, PERIMETER SEDIMENT CONTROL, AND INLET PROTECTION. THESE BMPS MUST BE {RD 08 MAINTAINED FOR THE DURATION OF THE PROJECT. OTRD it \ "� " �r 16.IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LATER THAN SEPTEMBER / , TRS ,/ 1ST; THE TYPE AND PERCENTAGES OF SEED IN THE MIX ARE AS IDENTIFIED ON THE PLANS OR AS BACKS AP FENCING 11 — ' SPECIFIED BY THE DESIGN ENGINEER. / 17.WATERTIGHT TRUCKS MUST BE USED TO TRANSPORT SATURATED SOILS FROM THE CONSTRUCTION SITE. AN APPROVED EQUIVALENT IS TO DRAIN THE SOIL ON SITE AT A DESIGNATED LOCATION USING APPROPRIATE BMPS; SOIL MUST BE DRAINED SUFFICIENTLY FOR MINIMAL SPILLAGE. / BACKSTOP 18.ALL PUMPING OF SEDIMENT LADEN WATER MUST BE DISCHARGED OVER AN UNDISTURBED, PREFERABLY I � A L FENCING I \ D Ofi j _` j% �� VEGETATED AREA, AND THROUGH A SEDIMENT CONTROL BMP (I.E. FILTER BAG). 0 13 ° b4 19.THE ESC PLAN MUST BE KEPT ONSITE. ALL MEASURES SHOWN ON THE PLAN MUST BE INSTALLED ^\\ / � ! PROPERLY TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER A SURFACE WATER SYSTEM, r f� ROADWAY, OR OTHER PROPERTIES. \ INSTALL INLET F \ D 06 i j TRD\108 I 20.THE ESC MEASURES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE s PROTECTION C \ \ j CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE MEASURES SHALL BE UPGRADED AS NEEDED TO /1 / _ _ - TYPE 5 PER DETAIL J MAINTAIN COMPLIANCE WITH ALL REGULATIONS. r( �� - N SHT. EP3. i 21.WRITTEN ESC LOGS ARE SUGGESTED TO BE MAINTAINED ONSITE AND AVAILABLE TO DISTRICT INSPECTORS UPON REQUEST. FF= 12 49' FF= 124.7x' TR, AREAS SUBJECT TO WIND EROSION, APPROPRIATE BMPS MUST BE USED, WHICH MAY INCLUDE THE i, �, •.: � � I � 4 � � �y� � �� X � 'D G4 ,. DUGOUT \ \ ! ;,11 ` APPLICATION OF FINE WATER SPRAYING, PLASTIC SHEETING, MULCHING, OR OTHER APPROVED MEASURES. \ \ \� J / 23.ALL EXPOSED SOILS MUST BE COVERED, AT END OF BUSINESS DAY, DURING WET WEATHER PERIOD, DUGOUT . ,-' �A i i% yi' FROM OCTOBER 1 - MAY 31. 0y FF= 124.67 S INSTALL ORAAIyGE \ _/ � CONSTRUCTON\FENCING X D 07 PER DETAIL D SHT. EC2:', % STANDARD EROSION � CONTROL NOTES % Ff= 125.63' APPROX. LENGTH=52 FEET FOR SITES LESS THAN gI ACRE BULLPEN FENCING �` \ Cr- TIR 1 C 08 -X3 TO BE REMOVED �� i ! - - w: BULLPEN FEN ING TO BE REMOV AND REPLACED l AND REPLACED � + � 1 FLOW ARROW p ( / _ (TYPICAL) \ h• � h + `� CONCRETE l ORTABLE EROSION CONTROL LEGEND i -BALL FIELD#2 c� INFIELD \ \} WASHOUT BOX. --- PROPOSED STRAW WATTLES PROPOSED CONSTRUCTION FENCING '8 INSTALL APPROX. 20'x50' 6 GRAVEL CONSTRUCTION c / ENTRANCE. PER DETAIL ON SHT. EC2. ADJUST WIDTH PROPOSED GRAVEL CONSTRUCTION ,� PRGFFS� SCALE: 1" = 20' i,I '' AS NEEDED TO AVOID TREES. ENTRANCE �GINEF STOCKPILE AREA .. 637 3PE 3 20' 10' 0 20' / PROPOSED STOCKPILE AREA WITH �nlZ COVER WITH N� PLASTIC SHEETING INSTALL WATTLES PER DETAIL PLASTIC SHEETING 8 % J' PER DETAIL ON ON SHT. EC2. S OREGON p SHT. EC3 APPROX. LENGTH=332 FEET �' � 7ia �T 14 III�I 9 PROPOSED INLET PROTECTION QFC PAUL I N��O as INSTALL ORANGE CONSTRUCTON1 I a RENEWS: 12/31/2020 t4 FECING PER DETAIL ON SHT. EC2. a PROPOSED CONCRETE WASHOUT BOX APPROX. LENGTH=335 FEET R Revisions and Addendums COOK �A.R K BALL FIELD IMPROVEMENTS SHEET Description Date NO. B ENGINEERING DIVISION � PUBLIC WORK3 DEPARTMENT EC- 1 13125 TIGARD,SOREGON 97223 OF VOICE 503-639-4171 X. 50J-624-0752EROSION CONTROL WWW.TIGARD-OR.GOV.GOV ILS N DE8IGN:JRP DRAWN: JRP CHECK: XXX 14 .t. Nie 92062 BID ON: PLAN 92062 FOR FURTHER INFORMATION FOR FURTHER INFORMATION ON DESIGN CRITERIA SEE CHAPTER 4 OF CLEAN WATER ON DESIGN CRITERIA SEE SERVICES EROSION PREVENTIONCHAPTER 4 OF CLEAN WATER R AND SEDIMENT CONTROL t 3F SERVICES EROSION PREVENTION PLANNING AND DESIGN MANUAL POEN +: F'YO AND SEDIMENT CONTROL �ra5 3 PLANNING AND DESIGN MANUAL ANGLE FILTER FABRIC FENCE TO QP.1f. PO,40�G .a p• F0� ASSURE SOIL IS TRAPPED 0 40'•a' v : OPE. .p .D, .� p 'o D' .�•""� WOOD STAKE o- ' pQ' o.• .'a. o >- : .p. 4.•• 4, .,a_ v.', PLACE WATTLES ALONG SLOPE CONTOURS. RADIUS 25' MIN. ' '''.a�' v ". p;". _4 PROFILE SEE NOTE 5 FOR APPROVED ROCK �'CO�OF � LF'SS IP STS RAND KED'ATTACH PLAN VIEW SUBCRADE REINFORCEMENT GEOTEXTILE, AS REQUIRED P�� WHEAT STRAW, RYE 6" MIN. GRASS STRAW, USE STITCHED LOOPS DEPTH STAGGER COCONUT OR 3' NOTES, EXCELSIOR WATTLES MIN. OVER 2"x 2" POSTS 1. SEDIMENT FENCE TO HAVE STITCHED a FROM TOE SLOPE. LOOPS AROUND 2" x 2" POSTS. 2. BURY BOTTOM OF FILTER FABRIC 6" GRAVEL CONSTRUCTION a a ` VERTICALLY BELOW FINISHED GRADE. ENTRANCE CURB RAMP 2'-6" 3. 2"x 2" FIR, PINE OR STEEL FENCE 4'-0' POSTS. PAYFlAflIT a ❑ SECTION 4. POSTS TO BE INSTALLED ON UPHILL ' SIDE OF SLOPE. r a _ 5. COMPACT BOTH SIDES OF FILTER . < + ❑ STAKING SPACING 6 \� FABRIC TRENCH. 4' O.C. FILTER FABRIC 1'-6" 6. PANELS MUST BE PLACED /jam/jam/ j�// ��' "`-�... " _ MATERIAL 36° DRAW9NGACCORDINNO. 940. G TO AGING ON /��/i?�ii\1�✓ .(\\� �T�� ...: e• ': > p . . e. > `. ❑ �FLow. a �-FLOW WIDE ROLLS. PROFILE ❑ ❑ ❑ MINIMUM 1' NOTES: �- OVERLAPPING NQTES• ON PHILI. 1. STAKING SPECIFICATIONS: a a. 1"X2" WOODEN STAKES 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING ❑ b. ADDITIONAL STAKES MAY BE INSTALLED ON ; OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR DOWNHILL SIDE OF WATTLES, ON STEEP SLOPE OR 2•_6" FILTER FABRIC MATERIAL CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. HIGHLY EROSIVE SOILS. 36" WIDE ROLLS 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF- WAY. ❑ 2. SPACING IN ACCORDANCE WITH DETAIL 940. 4'-p° 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ❑ 3. REMOVE ALL ROCKS, CLODS. VEGETATION OR 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION OTHER OBSTRUCTIONS SO THAT THE INSTALLED 6" ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED WATTLES WILL HAVE DIRECT CONTACT WITH THE FILTERING SYSTEM. PLAN VIEW SOIL V-6" 5. DIMENSIONS SINGLE FAMILY 4. INSTALL THE WATTLES IN A 2" DEEP TRENCH, u FOR FURTHER INFORMATION 20' LONG BY 20' WIDE DEEP OF ;'4" MINUS CLEAN ROCK. INSURING THAT NO GAPS EXIST BETWEEN THE 6' MAXIMUM SPACING ON DESIGN CRITERIA SEE C(1MMERCIAL/SITE DEVELOPMENT PMENT SOIL AND THE BOTTOM OF WATTLE THE CHAPTER 4 CLEAN WATER ENDS OF ADJACENT WATTLE'SS SHALL BE SERVICES EROSION PREVENTION 50' LONG BY 20' WIDE 3-6° CLEAN ROCK, GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE OVERLAPPED 1 FT. MINIMUM TO PREVENT FRONT VIEW AND SEDIMENT CONTROL FABRIC TO PREVENT SUB-SOIL PUMPING. SEDIMENT PASSING THROUGH THE FIELD JOINT. PLANNING AND DESIGN MANUAL CONSTRUCTION ENTRANCE q , Services WATTLES ' SEDIMENT FENCE geanWater Savices bervim DRAWING NO. 855 REVISED 10-31-19 DRAWING NO. 880 REVISED 10-31-19 DRAWING NO. 875 REVISED 10-31-19 FOR FURTHER INFORMATION ON DESIGN CRITERIA SEE CHAPTER 4 OF CLEAN WATER SERVICES EROSION PREVENTION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL MINIMUM 12" OVERLAP OF SEAMS. SEE NOTE NO. 3 NOTES: + I T / 4' MIN y ORANGE PLASTIC 1 . DETAILS NOT REFERENCED ON SHEET EC1 ARE FOR CONSIDERED MESH FENCING USE m-1=ELI --1—I�I I-1 11= — II_I11=III=III—Ti= — — 6' METAL "T" FENCE STAKES PROF C ' �GINEF PLASTIC SHEETING ORANGE CONSTRUCTION/TREE STIFF PROTECTION FENCING DETAIL 632 PE y J, OREGON0'(�� a �r 14,2G Jz NOTES: PAUL t, 1. MINIMUM 12" OVERLAP OF ALL SEAMS REQUIRED. RENEWS: 12/31/2020 2. PERIMETER SEDIMENT CONTROL BMP TO BE INSTALLED A MIINIMUM OF 3' FROM TOE OF a STOCKPILE. S 3. COVERING MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR APPROVED EQUAL ON g ROPES WITH A MAXIMUM 10' GRID SPACING IN 6LL DIRECTIONS. k`+ 4. PLASTIC TO EXTEND MINIMUM 1' BEYOND TOE OF SLOPE. tg 5. AS APPROPRIATE, BMP'S SHALL BE INSTALLED TO CONVEY WATER DISCHARGE FROM STOCKPILE AREAS. es and Addendums COOK PARK BALL FIELD IMPROVEMENTS SHEET Description Date NO. By . . '; � PUBLIC EWORKS RING 'DEPARTMENT EC-2 13125 S.W. HALL 6LVD. PLASTIC SHEETINGqW,, Setvic� TIGARD, OREGON 97223 OF %4 erVOICE: 503-639-4171 `' I] REVISED 10-31-19 -FLAX.• 503-624-0752EQ®QI®I� �ol\T�®L $ DRAWING NO. 810 WWW.TIGARD-OR.GOV EROSION V Ire -- DETAILS 20s DESIGN:✓RP DRAWN: JRP CHECK: PROJ. NO: 92062 _ BID ON: FOR FURTHER INFORMATION ON DESIGN TERIA SEE MAY BE USED SHORT TERM CHAPTER 4 OF CLEAN WATER W/ UTILITY WORK AND W/ SERVICES EROSION PREVENTION PHASING OF DEVELOPMENTT CONTROL 1' REBAR FOR BAG REMOVAL PLANNINNGAND DESIGN MANUAL 2'z8'xi 6' OAK BOARDS 2"z6'x16' CATCH BASIN GRATE LIFTING CABLES OAK BOARDS (SEE NOTE 8) FLOW INTAKE SEDIMENT BAG (TYP) 2"x6'xB' OAK BOARDS A.K.A 'DIRT BAG" WATER PUMP CATCH BASF DISCHARGE HOSE INTAKE HOSE c d d EXPANSION RESTRAINT AREA DRAIN / y ® 60" (7YP) y FLOW w y W W W W c d CATCH BASIN d �• HOSE CLAMP (TYP) STORM PIPE / r PLAN VIEW FLOW a d ` / 16' d / '27 OWdNNOTES: d 7 d1. THE SEDIMENT BAG SHALL BE MANUFACTURED USING A POLYPROPYLENE 8 OZ. NON-WOVEN GEOTEXTILE SEWN INTO A BAG WITHaA DOUBLE NEEDLE, USING A HIGH STRENGTH THREAD. WOVEN2. EACH STANDARD SEDIMENT BAG MUST HAVE A FILL SPOUT LARGE ENOUGH TO ACCOMMODATE A 4" DISCHARGE HOSE STRAPS DITCH INLET PLAN VIEW FILTER SACK / ARE ATTACHED TO SECURE THE HOSE AND PREVENT PUMPED WATER FROM ESCAPING WITHOUT BEING FILTERED. 3. THE SEDIMENT BAG SHALL MEET OR EXCEED OVERALL BAG REMOVAL EFFICIENCY RATE OF 97.55X DITCH INLET6" Overlap of bags. r / 4. WATER BEING DISCHARGED FROM THE SEDIMENT BAG MUST BE FREE OF ALL SEDIMENT PRIOR TO LEAVING THE SITE OR ENTERING CATCH BASIN INSERT INTO THE STORM SYSTEM. S. SEDIMENT BAG IS FULL WHEN IT NO LONGER CAN EFFICIENTLY FILTER SEDIMENT OR ALLOW WATER TO PASS AT A RATE LESS / r THAN 50% OF MANUFACTURER'S DESIGNED FLOW RATE. 8. DURING USE, THE SEDIMENT BAG MUST MONITORED. NOTES' I� 8' +-) +,5"I+-- 7. DISPOSE OF USED SEDIMENT BAG OFF SITE OR AS APPROVED BY CWS, 1. TYPES. AL MEASURES MUST BE CONSIDERED DEPENDING ON SOIL NOTE: TYPES. B. WHEN APPROPRIATE, INSTALL DOWNSTREAM SEDIMENT CONTROL MEASURES PER CWS STANDARDS. FOR FURTHER INFORMATION OAK MATS 9. FOR BEST RESULTS, PLACE SEDIMENT BAG ON FLAT SURFACE. 2. BIO-FILTER BAGS SHOULD BE STAKED WHERE APPLICABLE FOR FURTHER INFORMATION 1. RECESSED CURB INLET CATCH BASINS ON DESIGN CRITERIA SEE SIDE VIEW USING (2) 1"x2' WOODEN STAKES OR APPROVED EQUAL PER BAG. ON DESIGN CRITERIA SEE MUST BE BLOCKED WHEN USING FILTER CHAPTER 4 OF CLEAN WATER - 10. SEDIMENT BAG SHOULD BE PLACED ON EXISTING VEGETATION, ROCK, OR BED OF STRAW. SEDIMENT BAG SHOULD NOT BE CHAPTER 4 OF CLEAN WATER FABRIC INLET SACKS. SIZE OF FILTERSERVICES EROSION PREVENTION FABRIC INLET SACKS TO BE DETERMINED SERVICES EROSION PREVENT]ON 3. WHEN USING 30' THEY BAGS L PROTECT A CATCH BASIN YOU t. CONSTRUCTED OF 2"x6" OAK. PLACED ON BARE GROUND. HAVE 4 BAGS AND THEY SHALL BE OVERLAPPED BY a". AND SEDIMENT CONTROL BY MANUFACTURER. PLANNING I AND DESIGNO MANUAL. PLANNING AND DESIGN MANUAL. 2. ALTERNATE MATTING SYSTEMS TO BE APPROVED BY CITY/DISTRICT. SEDIMENT BAG ' INLET PROTECTION N . INLET PROTECTION OAK MATS Tv ffer?;3)ervxi = DRAWING N0. 950 REVISED 10-31-19 CkanVvkw?�Sc� DRAWING N0. 915 TYPE PE 4 REVISED 10-31-19 DRAWING N0. 920 TYPE 5 REVISED 10-37-19 DRAWING N0. 860 REVISED 10-31-19 NOTES: 1 . DETAILS NOT REFERENCED ON SHEET EC1 ARE FOR CONSIDERED USE a PROF\ \GINeF� 63213PE $ s OREGON*' It/t . 14,2G J PAUL h RENEWS: 12/31/2020 Descsio�8orand Addendume Date No. By COOK PARK BALL FIELD IMPROVEMENTS SHEET P PUBLIC WORKS DEPARTMENT s— 13125 S.W. HALL BLVD. TIGARD, OREGON 97223 — — 503-639-4171 OF FAX.VOICE. 503-624-0752 110 WWW.TIGARD—OR.GOV EROSION CONTROL -- NC DETAILS 920s DESIGN-JRP DRAWN: JRP CHECK: XXX PROJ. NO: 92062 1 BID ON: