Loading...
Plans (19) P LM 2021 -00044 E 8 TWALITY MS ATHLETIC FIELD 0, a c N {� o U 0 JN PREPARED FOR■ o ,i. ._ ...._ TIGARD —TUALATI N SCHOOL DISTRICT RECF '\'EDii. c Ltia sci (f) u_ TIGARD OREGON FEB 1 2021 "iv 1_11 Q CITY OF TIGARD t N ro H. § g I } / \ i + f / O ,. J ti W ..*4, . . ____ - — ... ���� O * INDEX OF SHEETS `� : ►•a•••• -.-:-___.,,/ o. C0.00 COVER SHEET •;.• •••:;••, (1 „..7_,..„... :: 7 ►`t_„► . .---,-� C0.10 GEcEP! 0Lhhb0N RAL••••:• .� C1.00 EXIPLAN 11 •• At C2.00 SIT1111.1 j ��t = 140 C3.00 GRCi I— •� . C4,00 DELS I L—� - •• TRACK & FIELD \. J I H �� • ��`� ' ' C4.10 DETAILS II 0 i SW MCD T 1 w :-- �.: LI] — NALD �/ ..' ' s + , �`' C4.20 DETAILS III • w , it�;�a.: , y j� •• 'y.r_ t' r1 / _Lz 1 Lij\ �► / _NII4IPp t-h. 1�, .Y ' } C7.2-1 ESCP EXISTING CONDITIONS (ATHLETIC FIELD) L.L tyll— C7.4-1 ESOP PROPOSED CONDITIONS (ATHLETIC FIELD) 1 I `9 4jIIIIiipj1JP '7' 0 0tjc \ `��� c L1.01 w1:o \ ; L102 LANDSCAPEPLANTINGPLANSOUTHI Q ff• %;:.' / E0.0 SYMBOLS, LEGENDS AND ABBREVIATIONS °};; ApVIII' ' •• 4y 'LAWT !tif E1.0 SITE PLAN - ELECTRICAL I � 1 MIDDLE41111111100p / V i ci 10_SW DURHAM RD , SCHOOL ♦�a��ai�• /' ��� �— �W \ ;\ �_-� .. / F hGr 47 ✓ /0, Z 111611 411P .4,, .../..fir , 1----,_A, \,.. Allt �I v I rr ,,, i'fs;:; a 1141 44).1.4••• ith r // Arlo&*****4r;* / / :: -... ' : 0 /4IV .Cli 3 I AI.tt:II 0 I 1.111:1111 g§1.:3,:t i gil V . i"---- / -tg:tolitilly*Piii"litt 4Z..,'-•: Lij >. < 0 E ,. •�� I W ■ Atti „ rr r ■ „ , i , / , ,r C/^] Lim VICINITY MAP0 -�� f �,:,;;;;>,,; ;-- J //,,,„, .� 1� PARKING ....:,. W SCALE: NTS , • rr,r// /r/rr/r,/rr/,/;////,//, .! ..:.,.:.. ,, .... „ , , , ,1, ,,/ ;; , ` CITY OF TIGARD O I<IC (� < ' � �� r r i ii r i i i•t ///r! Approved � 46. ` :7:;-..,*,- ;;;;;;;;;;;; .,*,-r„/,,,/rr„r//,/,,,/,„/„r/rr,r r 0 ,,, /,,,,,, , . Conditionally Approved [ ] U �– �1• • .• "�• ir/;riiiiEiiiiiii • •f11� ...„.,,,,,a. • r — //,,, % r i 5 5$ : S ;45; ,/,/ 1 :;.::::.*§:,.:':.•:.:1:1::+ )4.::':.:0 See Letter t0: Follow E I< r • p _ 11#7.* L "s ; •; ; ; ; s, Attached [ ] >- 1. 1. _ • A_ .. 01 .l . , ..... _ -- Permit Number: �-M a0 2l-On 0114 °' la's. y1,50 S•44- 47 is A id-t. ` �: : TEMPLETON ES Address. • By:... Date: .5--23-a I Sim c,cttl.it- s SITE MAP SCALE:NTS • OFFICE COPY SITE INFORMATION UTILITY NOTIFICATION PROJECT TEAM a_ 14650 SW 97TH AVE.,TIGARD, OR 97224 OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON EE UTILITY NOTIFICATION CENTER.THOSE RULES ARE SET FORTH IN OAR OWNER CIVIL ENGINEER u IN WASHINGTON COUNTY TO THE SOUTHWEST OF THE CITY OF PORTLAND, 952-001-0010 THROUGH OAR 952-001-0090.YOU MAY OBTAIN COPIES OF THESE O o OREGON. RULES FROM THE CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY TIGARD-TUALATIN SCHOOL DISTRICT CARDNO, INC. c) QUESTIONS ABOUT THE RULES,YOU MAY CONTACT THE CENTER. YOU MUST AGENT:DAY CPM C/O SHAWN CHRISTENSEN ATTN:MATT LEWIS, PE ,,, jzi TAX LOT 2700 LOCATED IN THE NORTHEAST 1/4 OF SECTION 11,TOWNSHIP 2 NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS, BEFORE COMMENCING 6960 SW SANDBURG 6720 S MACADAM AVE., SUITE 150 Q 1- SOUTH, RANGE 1 WEST,WILLAMETTE MERIDIAN,CiTY OF TIGARD, AN EXCAVATION.CALL 503-246-6699. TIGARD, OREGON 97223 PORTLAND,OREGON 97219 0 di WASHINGTON COUNTY,OREGON PHONE: 503-431-4000 PHONE:503-419-2500 --- ct Lu FAX:503-419-2600 0 BENCHMARK/BASIS OF BEARING SURVEYOR LANDSCAPE ARCHITECT o BASIS OF BEARINGS FOR THIS SURVEY IS THE OREGON COORDINATE r”it) ����PROFES iri EFERENCE SYSTEM(OCRS), RTLAND ZONE.THE RESULTANT o THE CENTERLINE OF SW 97TH AVENUE IS NORTH 00°34'45”EAST. BEARING OF OREGON UTILITY 441 ` ATTN:TRAY TETSUKA, PL5 ATTN BECKY STRICKLER,PLA O 4��� FNGkNEF, s/4 . 1 NOTIFICATION C E N T I R 111 SW FIFTH AVE.,SUITE 2400 6720 S MACADAM AVE., SUITE 150 [V Q 78628PE �t;ttal Matt Lewis PORTLAND, OREGON 97204 PORTLAND,OREGON 97219 A. 2021,01.2' DATUM 1 - 800- 332- 2344 PHONE:503-227-3251 PHONE:503-019 2500 to � EQON128:3 -08'i0' 6 C' C� FAX:503-224-4681 : o VERTICAL DATUM: NAVD 88(GEOID 12A) ql O\ FAX: 503 419 2600 �9 �9N 0�1X001if) E ELEVATION WAS ESTABLISHED THROUGH A 3 MINUTE GPS OBSERVATION ON l �T •�F, E CONTROL POINT NO. 1 USING THE OREGON REAL-TIME GPS NETWORK(ORGN). �E/- O yEW C 0 R GEOTECHNICAL ENGINEER ELECTRICAL ENGINEER 12 1 RENEWS: 12/31/2022 ATTN: NICK HATCH, PE ATTN:MIKE ST EB, PE 9750 SW NIMBUS AVE. 522 SW 5TH AVE., SUITE 1500 W .^ DATE 101/28/2021 W03 BEAVERTON, OREGON 97008 PORTLAND,OREGON 97204 (,/, °T' x PHONE:503-641-3478 PHONE: 503-226-2921 DRAWN I MAW Q z FAX: 503-644-8034 DESIGNED I MAW X O G"j CHECKED I MCL CI- CL IXn/ PROJECT# 122015500 o pKo L.L to W SHEET TITLE N CL COVER SHEET N ,.7C SHEET NUMBER W a CGJ N E 00 . 00 O 6 021 n. LL LAND USE# A GENERAL CONSTRUCTION NOTES STORM DRAINAGE CONSTRUCTION NOTES EXISTING LEGEND PROPOSED LEGEND E 1. ALL STORM SEWER CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS AND THE i/////////1-----,-//////// BUILDING OUTLINE WITH DOOR PRE-K TRENCH DRAIN N12 1. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND LICENSES BEFORE STARTING CONSTRUCTION. A CITY BUSINESS LICENSE IS APPLICABLE REQUIREMENTS OF THE UNIFORM PLUMBING CODE,AND THE APPLICABLE BUILDING OUTLINE TWALITY _- STORM LINE 3 REQUIRED. REQUIREMENTS OF THE CITY OF TIGARD. 0 0 o c _ PERMANENT SITE FENCING D' I V /iii 7/7/ /iii viii 7//f f//f //c' f/f/I WALL 0 -x -x x x x - CONSTRUCTION FENCING d 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION AND ARRANGE FOR THE 2. NO DRAINAGE PIPING OR PART THEREOF,WHICH IS CONSTRUCTED OF MATERIALS OTHER THAN TRACK WALL g RELOCATION OF ANY IN CONFLICT WITH THE PROPOSED CONSTRUCTION. THE LOCATIONS, DEPTH,AND DESCRIPTION OF EXISTING UTILITIES THOSE APPROVED FOR USE UNDER OR WITHIN A BUILDING,SHALL BE INSTALLED UNDER OR WITHIN BUILDING OVERHANG 00000 TREE PROTECTION FENCING SHOWN WERE COMPILED FROM AVAILABLE RECORDS AND/OR SURVEYS. THE ENGINEER OR UTILITY COMPANIES DO NOT GUARANTEE THE FIVE(5)FEET OF ANY BUILDING OR STRUCTURE,OR PART THEREOF, NO LESS THAN ONE(1) FOOT CURB LINE CONDUIT!UTILITY LINE DEMO CC a) ACCURACY OR THE COMPLETENESS OF SUCH RECORDS. ADDITIONAL UTILITIES MAY EXIST WITHIN THE WORK AREA. OREGON LAW REQUIRES BELOW THE SURFACE OF THE GROUND. (EXCEPT IN AREAS WHERE DIP IS SPECIFIED).THIS INCLUDES THAT THE RULES ADOPTED BY OREGON UTILITY NOTIFICATION CENTER BE FOLLOWED. THOSE RULES ARE SET FORTH IN OAR 952-001-0090. STRUCTURES SUCH AS PORCHES AND STEPS,WHETHER COVERED OR UNCOVERED, BREEZEWAYS, FIRE LANE 100 MAJOR CONTOURS i _ lac 0 -7r YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER OR ACCESSING VIA INTERNET AT WWW.STATE.OR.US/GOVERNME.HTM CALL ROOFED PORTE-COACHERES, ROOFED PATIOS.CARPORTS, COVERED WALKS, COVERED DRIVEWAYS. - - LOT LINE 101 MINOR CONTOURS g .� BEFORE YOU DIG-PORTLAND METRO AREA 503-246-6699, AND SIMILAR STRUCTURES OR APPURTENANCES. ^ - w PROPERTY LINE ATHLETIC TURFitiu) 3. THE CONTRACTOR SHALL MAKE PROVISIONS TO KEEP ALL EXISTING UTILITIES IN SERVICE AND PROTECT THEM DURING CONSTRUCTION. 3. LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE INFORMATION. IT IS THE CONTRACTORS 100 - MAJOR CONTOURS CONTRACTOR SHALL IMMEDIATELY REPAIR OR REPLACE ANY DAMAGED UTILITIES USING MATERIALS AND METHODS APPROVED BY THE UTILITY RESPONSIBILITY TO FIELD VERIFY DEPTH AND LOCATION OF EXISTING UTILITIES PRIOR TO - - 101 - - - - - MINOR CONTOURSIll OWNER. NO SERVICE INTERRUPTIONS SHALL BE PERMITTED WITHOUT PRIOR WRITTEN AGREEMENT WITH THE UTILITY PROVIDER. CONSTRUCTION AND INFORM THE ENGINEER OF ANY DISCREPANCIES IN THE PLANS. CALL FOR ASPHALT SURFACE N LOCATES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. HEDGE LINE Z Q Q, 4. ALL WATERLINE CROSSINGS SHALL BE IN CONFORMANCE WITH OAR CHAPTER 333. THE CITY MAY REQUIRE MORE STRINGENT STANDARDS. SD SD STORM SEWER LINE(ASSUMED) Ell 0 ENGINEERING STAFF 48 HOURS IN ADVANCE OF STARTING 4. THE CONTRACTOR SHALL AT ALL TIMES ABIDE BY APPLICABLE SAFETY RULES OF OSHA AND IN TRACK SURFACING 1 § a CONTRACTOR SHALL NOTIFY PROJECT ENGINEER AND CITY OF PORTLANDSS ss SANITARY SEWER LINE o CONSTRUCTION AND 24 HOURS BEFORE RESUMING WORK AFTER SHUTDOWNS, EXCEPT FOR NORMAL RESUMPTION OF WORK FOLLOWING A PARTICULAR THOSE PERTAINING TO ADEQUATE SHORING AND TRENCH PROTECTION OF WORKMEN. Q SATURDAY, SUNDAY, OR HOLIDAY. w w WATER LINE 1+ + + + 1 GRAVEL 0_ chEr L 5. RIM ELEVATIONS OF MANHOLES AND CLEANOUTS WITHIN PAVEMENT ARE APPROXIMATE, FINAL oHu OVERHEAD UTILITY LINES 5. CONTRACTOR SHALL REMOVE AND DISPOSE OF TREES, STUMPS. BRUSH,ROOTS, TOPSOIL,AND OTHER MATERIAL WHERE INDICATED ON THE FINISHED RIM ELEVATIONS SHALL MATCH FINISHED PAVEMENT GRADES. . •. PLANS. MATERIAL SHALL BE DISPOSED OF IN SUCH A MANNER AS TO MEET ALL APPLICABLE REGULATIONS. SANITARY SEWER LINE(RECENT IMPROVEMENTS) : CONCRETE 6. ALL TRENCHES PARALLEL TO THE BUILDING SHALL BE KEPT OUT OF THE ANGLE OF REPOSE FOR THE 6. THE CONTRACTOR SHALL KEEP AN APPROVED SET OF PLANS ON THE PROJECT SITE AT ALL TIMES. UPON COMPLETION OF CONSTRUCTION, BUILDING FOOTING. - - - - STORM DRAIN LINE(RECENT IMPROVEMENTS) - GATE THE CONTRACTOR SHALL SUBMIT"REDLINE DRAWINGS"TO PROJECT ENGINEER FOR PREPARATION OF RECORD DRAWINGS. "REDLINE 7. CHANGES IN DIRECTION OF DRAINAGE PIPING SHALL BE MADE BY THE APPROPRIATE USE OF BUILDING STORM DRAIN LINE(RECENT IMPROVEMENTS) ® AUTOMATIC GATE OPENER DRAWINGS"DOCUMENT ALL DEVIATIONS AND REVISIONS TO THE APPROVED PLANS; THEY ALSO RECORD A DESCRIPTION OF CONSTRUCTION APPROVED FITTINGS AND SHALL BE OF THE ANGLES PRESENTED BY ONE-SIXTEENTH BEND, MATERIALS ACTUALLY USED(PIPE MATERIAL, ETC.). FROM THE INFORMATION CONTAINED FROM THESE REDLINE DRAWINGS,AS WELL AS ANY ONE-EIGHTH BEND, ONE-SIXTH BEND OR OTHER APPROVED FITTINGS OF EQUIVALENT SWEEP. - CHAIN LINE FENCE SIGN 0 NOTES RECORDED BY THE PROJECT ENGINEER, THE PROJECT ENGINEER SHALL PREPARE AND SUBMIT RECORD DRAWINGS. RECORD 1- DRAWINGS ARE REQUIRED FOR ANY PUBLIC IMPROVEMENTS,AS WELL AS FOR ANY(PUBLIC OR PRIVATE)STORM WATER QUANTITY OR8. INLET AND OUTLET CONNECTIONS SHALL BE MADE BY THE USE OF A FLEXIBLE COMPRESSION JOINT CHAIN LINE FENCE STORM POND 0 STORM DRAIN CLEANOUT U QUALITY CONTROL FACILITY. CITY ACCEPTANCE OF ANY PUBLIC IMPROVEMENTS ARE TIED TO THE SUBMITTAL OF THESE RECORD DRAWINGS. NO CLOSER THAN 12"AND NO FARTHER THAN 36"FROM THE MANHOLE. NO FLEXIBLE COMPRESSION X.X% LLJ CAD GENERATED PLANS SHALL ALSO HAVE ELECTRONIC RECORD DRAWINGS SUBMITTED TO THE CITY IN COMPLIANCE WITH THE DIGITAL JOINT SHALL BE EMBEDDED IN THE MANHOLE BASE. MANHOLES SHALL HAVE A SMOOTH,UNIFORM STALL STRIPING SLOPE ARROW , ' MAPPING REQUIREMENTS. WATERWAY WITH CHANGES OF DIRECTION MADE WITH THE APPROPRIATE SWEEP OFFSET AS PER TRACK SURFACE THE OREGON PLUMBING SPECIALTY CODE. OPEN-GRATE LIDS WILL NOT BE ALLOWED ON ANY \ XXX.XX SPOT ELEVATION LI. rr�^^ 7. THERE SHALL BE NO ALTERATION OR VARIANCE FROM THE APPROVED PLANS. THE MINIMUM SUBMITTAL REQUIREMENTS FOR PLAN REVISIONS MANHOLE. v J ARE AS FOLLOWS; PLAN REVISIONS SHALL BE SUBMITTED ON AN 8 112"X 11"SHEET(MINIMUM), PLAN REVISION SHALL BE WET STAMPED AND AUXILARY PARKING AC Cl) U ❑ SIGNED BY PROJECT ENGINEER,ANY REQUIRED ENGINEERING CALCULATIONS, OR OTHER AGENCY APPROVALS, SHALL BE INCLUDED WITH ..I�, . PROPOSED GAME LINES THE SUBMITTAL REVISION. UPON APPROVAL OF THE SUBMITTED REVISIONS,THE CITY ENGINEER SHALL AFFIX AN APPROVED STAMP TO THE AUXILIARY PARKING GRAVEL -1 REVISED PLAN SKETCH AND THE PLAN SHALL BE RETURNED TO THE PROJECT ENGINEER. IT IS THE RESPONSIBILITY OF THE PROJECT GENERAL DEMOLITION NOTES "' -`" SOCCER=YELLOW Z ENGINEER TO DISTRIBUTE THE APPROVED PLAN REVISION TO ALL PARTIES TO WHOM THE ORIGINAL APPROVED PLANS WERE ISSUED. ALL 1. NOTIFY ENGINEER FIVE(5)BUSINESS DAYS BEFORE COMMENCEMENT OF WORK. + FOOTBALL=WHITE Z W 0 O APPROVED REVISION SMALL BE AFFIXED TO THE CONSTRUCTION FIELD PRINTS(ALSO KNOWN A5 THE CONTRACTOR'S"REDLINE DRAWINGS"). [+ 4- + ] + ] GRAVEL PATH TRACK STRIPING/NUMBERING-WHITE 2. LOCATION OF EXISTING UTILITIES ARE BASED UPON AVAILABLE INFORMATION. IT IS THE 8. CONTRACTOR SHALL PROVIDE EFFECTIVE EROSION PROTECTION TO INCLUDE, BUT NOT LIMIT TO, GRADING, DITCHING, HAY BALES,SILT CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY DEPTH AND LOCATION OF EXISTING UTILITIES WOMENS 100M HURDLES=YELLOW w r , FENCING,AND SEDIMENT BARRIERS TO MINIMIZE EROSION AND IMPACT TO ADJACENT PROPERTY. SEE EROSION AND SEDIMENT CONTROL I rF. U PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER OF ANY DISCREPANCIES IN THE PLANS.CALL STORMWATER POND MENS 110M HURDLES-BLUE �^ NOTES AND PLAN. FOR LOCATES AT LEAST 24 HOURS PRIOR TO COMMENCEMENT OF GRADING(1 $00-332-2344). L- -'J ,��{ V J 3. THE CONTRACTOR SHALL AT ALL TIMES ABIDE BY APPLICABLE SAFETY RULES OF OSHA. MENS&WOMENS UNIFIED LACROSSE=BLUE W 9. OPEN TRENCHES SHALL BE STRICTLY LIMITED TO A MAXIMUM OF 100 LINEAR FEET WITHIN STREET RIGHT-OF WAY UNLESS LIMITED TO A ROCK OUTFALL LESSER AMOUNT BY PERMIT. NO TRENCHES WILL BE ALLOWED TO REMAIN OPEN OVERNIGHT. 4. THE CONTRACTOR SHALL AT ALL TIMES ABIDE BY ALL APPROPRIATE CODES, LAWS AND CO REGULATIONS THAT GOVERN CONSTRUCTION WITHIN THE CITY OF TIGARD. FitE:tW V10. CONTRACTOR SHALL MAINTAIN AND COORDINATE ACCESS TO ALL AFFECTED PROPERTIES. . SIDEWALK,.:.-•*� 5. THE CONTRACTOR IS RESPONSIBLE TO REPLACE ANY SURVEY MONUMENTS THAT ARE DISTURBED ( ) UNDERGROUND LINE PER AS BUILTS < Z 11. ANY PAVEMENT DISTORTION CAUSED BY THE CONSTRUCTION OPERATIONS SHALL BE TEMPORARILY REPAIRED SAME DAY OF OCCURRENCE DUE TO CONSTRUCTION. (OR IN A TIME PERIOD AGREED TO WITH THE CITY INSPECTOR), USING COLD OR HOT AC MIX. OWNER/CONTRACTOR SHALL BE REQUIRED TO 6. ALL CONSTRUCTION SHALL CONFORM TO CONSTRUCTION DOCUMENTS AND PROJECT SIGN7 >. D< 0 MAINTAIN REPAIRED AREAS UNTIL CITY FINAL ACCEPTANCE IS GRANTED. SPECIFICATIONS. EVLT ELECTRICAL VAULT L• THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE PROJECT 7. THE CONTRACTOR IS RESPONSIBLE FOR MAKING ARRANGEMENTS FOR INSPECTION AND TESTING. --� GUY ANCHOR E W Ct 12. IF GROUND WATER SPRINGS ARE ENCOUNTERED DURING CONSTRUCTION, �/ ""`. ENGINEER. THE PROJECT ENGINEER SHALL DIRECT THE CONTRACTOR TO TAKE MEASURES TO ENSURE THAT WATER IS NOT CONVEYED 8. THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTION DEPARTMENT 24 HOURS PRIOR TO POWER POLE/OVERHEAD LIGHT Ct .1 0 0 THROUGH THE UTILITY TRENCHES AND THE NATURAL FLOW PATH OF THE SPRING IS ALTERED AS LITTLE AS PRACTICABLE. THE PROJECT CONSTRUCTION. CONCEALED CONSTRUCTION WITHOUT THE REQUIRED EXPOSURE SHALL BE ❑ ENGINEER SHALL SUBMIT A REPORT SUMMARIZING THE FINDING TO THE CITY. IMPACTS AND MITIGATION SHALL BE ADDRESSED FOR THE CITY SUBJECT TO INSPECTION AT THE CONTRACTOR'S EXPENSE. 0SANITARY MANHOLE w Q APPROVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS BEFORE THE START OF WORK. Z r 9. SIGNIFICANT VARIATION AND DEGREE OF EROSION CONTROL EFFORT WILL BE DICTATED BY 0 SANITARY!STORM MANHOLE(NEW IMPROVEMENTS) Z 0 Q 13. THE CONTRACTOR SHALL TAKE ALL NECESSARY FIELD MEASUREMENTS AND OTHERWISE VERIFY ALL DIMENSIONS AND EXISTING WEATHER CONDITIONS. THE DEVELOPER AND CONTRACTOR SHOULD BE PREPARED TO PROVIDE CONSTRUCTION CONDITIONS INDICATED AND/OR SHOWN ON THE PLANS. SHOULD ANY ERROR OR INCONSISTENCY EXIST,THE CONTRACTOR EXTRA EROSION CONTROL PROVISIONS AND EFFORT DURING WINTER AND WET WEATHER • STORM CATCH BASIN (NEW IMPROVEMENTS) ILD CD --- SHALL NOT PROCEED WITH THE WORK AFFECTED UNTIL REPORTED TO THE PROJECT ENGINEER FOR CLARIFICATION OR CORRECTION.ANY CONDITIONS BEYOND WHAT IS REQUIRED DURING SUMMER AND DRY WEATHER CONDITIONS. FINE • STORM AREA DRAIN (NEW IMPROVEMENTS) INSPECTION BY THE CITY, COUNTY, STATE, FEDERAL AGENCY. PORT OF PORTLAND, OR PROJECT ENGINEER SHALL NOT, IN ANY WAY, RELIEVE GRAINED AND UNCONSOLIDATED SOILS ON GRADED SLOPES MAY BECOME UNSTABLE WHEN STORM/SANITARY CLEAN OUT(NEW IMPROVEMENTS) m THE CONTRACTOR FROM ANY OBLIGATION TO PERFORM THE WORK IN COMPLIANCE WITH THE APPLICABLE CODES, REGULATIONS. CITY SUBJECT TO EXCESSIVE MOISTURE. •STANDARDS AND PROJECT CONTRACT DOCUMENTS. 10. DEMOLISH/REMOVAL NOT SPECIFICALLY LISTED, BUT REQUIRED TO COMPLETE SITE/UTILITY AND ® CATCH BASIN/AREA DRAIN GRADING PLANS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. X WATER VALVE 14. PROJECT PLANS SHALL ALWAYS HAVE AN ENGINEER OF RECORD PERFORMING THE FUNCTION OF PROJECT ENGINEER. IF THE PROJECT ENGINEER IS CHANGED DURING THE COURSE OF THE WORK,THE CITY SHALL BE NOTIFIED IN WRITING AND THE WORK SHALL BE STOPPED 11. ALL CONSTRUCTION DEBRIS TO BE REMOVED FROM SITE AND RECYCLED/DISPOSED OF ACCORDING FIRE HYDRANT UNTIL REPLACEMENT ENGINEER HAS AGREED TO ACCEPT THE RESPONSIBILITY OF THE PROJECT ENGINEER. THE NEW PROJECT ENGINEER TO LOCAL REGULATIONS. SHALL PROVIDE WRITTEN NOTICE OF ACCEPTING PROJECT RESPONSIBILITY TO THE CITY WITHIN 72 HOURS OF ACCEPTING THE POSITION AS WVLT WATER VAULT PROJECT ENGINEER. 0DECIDUOUS TREE 15. THE CONTRACTOR IS RESPONSIBLE TO REPLACE ANY SURVEY MONUMENTS THAT ARE DISTURBED DUE TO CONSTRUCTION. EXCAVATORS PRIVATE UTILITY CONSTRUCTION NOTES PERIMETER REPRESENTS DRIPLINE MUST COMPLY WITH THE PROVISIONS OF ORA 757.541 THRU 757.571, 1. CUSTOMER IS RESPONSIBLE FOR ALL TRENCH,CONDUIT,VAULTS, PADS,AND ROAD CROSSINGS, CONIFEROUS TREE z PERIMETER REPRESENTS DRIPLINE o 16. CONTRACTOR TO REFER TO GEOTECH REPORT PREPARED BY GRI DATED JANUARY 26, 2021. UNLESS OTHERWISE NOTED. i= SHRUB o_ 2. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 36"COVER OVER CONDUITS. 0 U cn W a 3. LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE INFORMATION. IT IS THE o CONTRACTORS RESPONSIBILITY TO FIELD VERIFY DEPTH AND LOCATION OF EXISTING UTILITIES U PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER OF ANY DISCREPANCIES IN THE PLANS. w co CALL FOR LOCATES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. I- Eii 4. CONTRACTOR SHALL COORDINATE WITH ALL PRIVATE UTILITIES PRIOR TO CONSTRUCTION OR l LU EXCAVATION. Lu o 5. ALL CONDUIT MUST BE INSPECTED BY THE RESPECTIVE UTILITY COMPANY PRIOR TO BACKFILL. 6 r \S��EDPROfES 6. ALL CONDUIT SHALL BE PVC SCHEDULE 40. O ��\ �NG1NEt9 S./ � l 0.� 7. ALL CONDUIT SWEEPS SHALL BEA MIN OF 48"RADIUS. CV IgifGi j 78628PEMaLewis 6 8. 3'OF HORIZONTAL CLEARANCE IS REQUIRED FROM ALL WATER, SEWER, GAS,AND IRRIGATION CO �s 2021.01 LINES. N 21 ✓�''i. Z°° `� u E( 1,. c-0: 00' 9. A 1/4"PULL ROPE RATED FOR 500 LBS.SHALL BE INSTALLED IN EACH CONDUIT BY CONTRACTOR. O 9�Ty� g C . \-\- (.., ��` 0 N 10. ALL RUNS EXCEEDING 150'IN LENGTH REQUIRE FIBER SWEEPS. I RENEWS: 12/31/2022 c O ON �^ DATE 01/28/2021 co o vJ DRAWN MAW o I- DESIGNED I MAW m a CHECKED I MCL PROJECT# 22015500 L.L � p N W SHEET TITLE c-i 76 Q_ NOTES & LEGENDS o N 06 SHEET NUMBER c0 Q O N c? O a 0 E Cn - M 00 . 10 1 0 W LAND USE# o d -LL v, _�\.. �- , ,q ‘ . . ,sgrti, '31"w • . DEMOLITION NOTES S "� ~� REMOVE EXISTING CATCH BASINS AND ASSOCIATED DRAINAGE PIPING AND r / 5 / / , ~ _ ....,.. ..... - ► ` �]% \ _ , }\6� \ DISPOSE OF OFFSITE AT AN APPROVED LOCATION. rn 8 2 _ '2 �"'� "t - \ \ SCALP AND REMOVE EXISTING TURI AND DISPOSE OF OFFSITIr AT AN O ( L -" \ � \ \ X` 20 \ ! 1/� r'� {{l��� \ \ APPROVED LOCATION. o © \ .%4---' \ r 71 REMOVE RUBBER TRACK SURFACING AND DISPOSE OF OFFSITE AT AN *1 • `� -'I ������\'�` 1\y� \\\\\\ \ APPROVED LOCATION.LEAVE ASPHALT BELOW RUBBER SURFACING INTACT. g �_ • • \ 5 4 PRESERVE AND PROTECT EXISTING FENCING. a '� lc Y / • 'o N y�/ �� �, \\ \••\ � �\`\j\ �\ •\\ C PRESERVE AND PROTECT EXISTING AC PATH CONNECTION. ��ti �� \ ���\`CSI \\\��� �� ti N LL �� _(r ♦I♦ - ' \ J}j I "l\ ' ,..\ k6PRESERVE AND PROTECT EXISTING CURB RAMP CONNECTION ::.:::„ � / e' I \t. A W 0 a • \ 1 I ; 1♦♦ ,� / j I ,A1t1 ,OT„ N �,. 89.56.8.E -49 ,u,,, -. LOT: LO.�. 7 REMOVE EXISTING GOAL POST BASES AND DISPOSE OF OFFSITE AT AN N \ \\ \ 1 7-----1--1 1: �t. ^gyp I / I ( j \/ �_\/\/ ^ �� i • 7_ r +, I •44. 1 '� .' " i .' 'v I — APPROVED LOCATION. Z 9 0) �� \ �I♦ ' \ 76 1 1 rt{7 ,., , J•:'�.-:::,`i i'••:�':-:•�•a•v� !%� F �� , S / / S,il� ' --T. r��r -2REM VE EXI TIN MDP ANd P E ERVICE TRAM F MER.::.•• ••• ,,,, .• w i - - ,_ 0 S G G S S OR COORDINATE• -.4141• • \ 1 � � � / /re / � � \ ::: . .. :, , � �...:;:�.;.•;«:::::•: ,,,-w* / ..--• �� � ��� 111 � ,�� � �276 ,,�" , � , �1k� �= � � .::.. / �►�.� � / --,;.�,•:•�,..-..-.,.,................,.. ..x.:�° : :::::::.':.:• SALVAGE OR DISPOSAL WITH SERVICE PROVIDER.SEE ELECTRICAL PLANS H / 4141 �� ...:---_-_-.1,:-- -= _ ♦♦♦ / 1A a^ ���� •• •'• �" •• ;• ••/ , / FOR ADDITIONAL INFORMATION. i ri. �♦. / / �� \� �j♦/40 ,�16 �rj ,,•. • •`� Lir/ Or/ - i Hf� / `� I BI PRESERVE AND PROTECT EXISTING STORM LINE LATERAL. 0 a co 1- 4.',Q.♦♦.J��► / � _�_ 1111 �� !. _ \\ •i ,�►�� / / r c : gi, CAP EXISTING STORM LINE LATERAL 2'FROM TRACK SURFACING. . Cl. •i 4 1 . L _ � 1♦ ` \ / \\\ \p�\41�� // , µ':' . REMOVE EXISTING BOLLARD AND DISPOSE OF OFFSITE AT AN APPROVED 4111101, /�� .11P-.. it„�� / \ `\\ t r .' BASEBALL \ m LOCATION. Q f CAP WATER LINE 2 FROM TRACK SURFACING.REMOVE EXISTING �I��• / ♦♦♦ / f \ \ '`\�� � � / / _ � .-,. .�.�' FIELD = �:.... Ei , I/*I/ ♦ / / \ \ 11 / '�' :.�'41:41' `• � � APPURTENANCES AND RETURN TO OWNER. / ■ may. / 11 —. / / %', ,`: ' :': � ' , I / ■ ,�'�' / \ \ 1\, 1 / / A =,-'' ;'' �, • CAP AND REMOVE EXISTING SANITARY LINE 2'FROM TRACK SURFACING. z Q i,I ► / ■ / / 1 1 11 111 / / / / ' `A .A,'. "<` REMOVE ALL CONDUIT RELATED TO PORTABLES CONSTRUCTION FROM O ��( / 1��♦ / I 1 }11 11111 / / / / m FIELD INTERIOR AND DISPOSE OF OFFSITE AT AN APPROVED LOCATION. �1 / •♦'� / j_/ii,.. /111- f / , 1 1 1 / / / .` `; :=;:• ; ' ":' `"~`. 18 CONTRACTOR TO SALVAGE GATES AND RETURN TO OWNER16 . — / 74 U. I— PRESERVE AND PROTECT EXISTING CARD READER. / /` IIf�' / I 1 / / , 111'1111 f l / / : ''',✓:':':_ 17 REMOVE EXISTING FENCING.SALVAGE FENCE COMPONENTS FOR REUSE G v ❑ / at 11♦ / / i _ti 4 i 1 / ; 111rf f 1 ff I /I / / -: *j' WHEREVER POSSIBLE AND RETURN TO OWNER. U,J ""mm' / ����,,� _ V'•�t;, •1♦♦ // / ' 1 1 1 / f f rl f 1 f f / // // l / 171-8-1INSTALL 6"TALL TEMPORARY CHAIN LINK CONSTRUCTION FENCING. 0 J / / sv �j�j♦�11�� / / / 1 /l l 1�II11I / I / / (: ,. O / / ���`®-41144-4414. / 111♦♦♦ / / I • // 1 1/ l//111 I / I / C,.k�6c W • • . / F - / / / 10 / 19 INSTALL 5'TALL TEMPORARY CHAIN LINK TREE PROTECTION FENCING.TREE w 0 / / � �� - Ij11j♦♦ / / I / / I ,DT„ PROTECTION FENCE SHALL BE INSTALLED 5'MIN.OUTSIDE OF THE DRIPLINE / / �� > 111111♦ ?meg / (TYP. / // /° '//ry /cv 20 PRESERVE AND PROTECT EXISTING LIGHT POLE. / .,. _ ,.;.1411•• / / , ' i, �� o 1 `..' u) / ` .. �ipt / ,, / I ry // •••'« 1, / / STORM DRAINAGE TABLE Z 111i / /'4ss / / 0 1 // -��ti` + / / — / �, / �,�11�1 / / / / ///�a', -,�.• / /r r'�` Q\� O CATCH BASIN O CATCH BASIN ❑ U) L.7.. / _ N X14 �f1:1*, / _�ry /// //*�^/ /�� s // / / RIM = 274.06' RIM = 273.45' (ASSUMED) / _ � �� ii��,�♦1 / �3 ry '� / � / IE 4” OUT(NE) = 227.48 14, Z J Z , 04,-,.-..._ 1♦ria / TRACK & FIELD /ti��� ry,�.., •/ / / / �g O CATCH BASIN Og CATCH BASIN l 11.111♦� • / / O8 /, ,�h// / / / RIM 273.80' RIM = 273.50' (ASSUMED) v w TWALITY MIDDLE / 1�1•�1�♦ / / // j �� AI / / ��g IC FULL OF DEBRIS (`9 w / SCHOOL / •14 ♦ I /(1YP. 141.4**,* 0 4,,,.......„ z., / //...; / I / / / RIM = 274.03' RIM = 273.54' (ASSUMED) �/ / / FULL OF DEBRIS r: C 11♦ . / // /� '` /�////0/// // / / / �= Ii 4 CATCH BASIN 11 CATCH BASIN �n Q _ 111 / I // / / / � ,lig _ N o � V r . .. . ., . , .., /� 11 / ♦7 / / / - ` -.---.13 ,,,,,31.-,..._ RIM =271.99 (ASSUMED) RIM = 273.61 (ASSUMED) /� 0_ ... „i„,,,.. // �� a•♦♦ / I I m • . �/�`' �V ,/ / / $ i 24 '��•I��`s O CATCH BASIN 12 MANHOLE r �� ♦ // / + / _2 ��r 1 RIM - 271.96' ASSUMED RIM - 266.66 / �1''1� .". .., � 11•� / / /// //,j1�'.', / / h � � � � � , 4 � `� ..,/ �`���♦ 15" IN IE = 255.43' (SW) m ♦ ♦ ♦ ♦* ..1/ / "� r,y" / - -- -- - -� CATCH BASIN 15" OUT IE=255.23' (E) �v♦♦ ♦♦•I♦♦i• _ '11 / >� // M41,,�t - - _ �- - - / O // `1.1.. M..♦p1�♦♦`, //4111 ?4 .. it O // i/ (/ ` ` ~ - - — - 1 / ,�.� II RIM = 271.99' (ASSUMED) 414*/*AgY4": ♦ ♦ :fitw4 1\ 4141.-J:�:�':': :�:' :'.•- / >„+� ♦ 4141. .♦ iti 1 .-J:.••.'.`::=' _.� CATCH BASIN L � 1 Vii-'. o S •:•�::�'•::•::'••:•�,:'•::'• • •:•�.`•:41::41::' � �,►� ♦• • � RIM - 271.96 S •':��:''... . . (ASSUMED) t• 1 1 4141 � w / a 4 r:'.-:..:'•'.:•.:.•.�:..�. � ..i.•//iiii ► iii/iiii >+�:: '':-:: '•�:..::•.':� _?:•�'' :.'�.�':-.:'. .:.:::.': - r . .' // /! 1 ////ii/ /iiii t \ 444 �1�.. l��� 5 �� /////!//////f/////////////////////:: ;::;.':'.':':':41.:41.:•:::. \ / #i%ts . . +� • ;; : r: : ;::'::41':: ::::41::::::::::::: \ ,_ ___, ........... . / / ; 10 • ///// /////////////f//////////////�•:,;,::::.::.:':.=' .41::.::41::•:::.:'•:::•::::'?.'::•::_.,::'-::•,:,'•::': .;...::.:..:..:..;.;:....-..- :..... .411p � � //�/'/ /yam � �•.••••"'',''''','•''•'•'�:{• 4141 1 / ,,`` 1 WT62 ti � � GENERAL NOTES O :I Z /// f / O Iy' TYP. / ,/,,/,/, / 1. WITH THE EXCEPTION OF THE ELECTRICAL VAULTS AND / /rr •, - [ / BOXES, IS ASSUMED ALL UNDERGROUND AND ABOVE Fe r U / f/ 1 //// GROUND INFRASTRUCTURE TED T E / / ,,e I�/�' r�i UCTURE RELA TO/ 7�1Y� ///// ////. // .../ /•'/ .y�•:•.:41:41•:41:41•-::•.,•••:.:••:•r.''a'.:.:::':::�•:;'.:.:.:.................::..:..:.....:......:¢::41.41..-.•• f I f •` . Jr //////,./////(/////////////, /////r///: ;:;::'.:•::;.;:.:..;.::..:.::..41. .:.:41:.:..:41:41::•::::::.:•;:•:41,.:41;;.:;.:::•,...:•;.41::41::•::•::=.;:.:,:;.,:::/ PORTABLES CONSTRUCTION AND NOT OTHERWISE 6. 11 ,�,k: ////////////////////////// ////// :�::':�...:..:::...:..:: :•::•',�:•:.::.::.::...:-.:•::-.•:-.:•:•:•:: .:=:41:41'••'�'•"• ; I 0 1 / , ® . :::•::::•'..'.:**� "'` NOTED HEREIN WILL BE REMOVED AS PART OF THE 1 //r100:411///////////i ////////////// i//r/ � � •,••�+;+ •- � PORTABLES DEMOLITION SCOPE,AND ISNOT I/ PARKING '���:�:;:•':;::;��:•:::•'�:'=•�'�:�::��:::�:'::=-'::::-:::.'::-::::':'•'.::::::..... , / // / / //////////%//////////////////////. . . - .:.,........ ,:::•:;. :'-:: . '.:...:'':-: ,.,•.,•.,•.. . . . . ..41_. ...41 +� w // / // J ////// ... •.•,. :.. : .'.: .: .::: .:-:-.-':::-: ..'-.:.::. :41,.:41:.,'41;.:;:;.:41,:;. 1- co / / ' // / / /i //////////////�(///// : : .::. . . .. .:::.::•:. . : .:: .: , REPRESENTED ON THIS SHEET. 1- // ////r / .' // ✓/_ // //// //// ^; ),;..:'.:'..::•.',. .. , ... . 41::;.:41:.:'. .:41.,:41.:•:.••.• 41..:41.• 41.:41:::• •:>.'::. :. .f:,{:{{•.,..::p;: o o, / I /� 8III // //// /if///. /// ///,, //// //. // /// ///// - :..,,.:.:.:'.•:.:•;. / : r o / W 20m �' / /f :•: ''� :: //////.'L_://♦ ////� //// I/r/ ///�r ///r/- �.+ �;, ::'+;�:E:��i' Teat, z / / \,\ .�/ // [::'.:..:.:. :1'. 1: ::::::::::::::: J .::.::' .. :=:41::41.:.:............ •. i r. fia x � / A � // / ///// ' /f/ r/.•/. //// //.•/. //// ////.. � ,....:::..�: ',.:'..:.-.,:.:::::�.:.�.::�...-.::-•:•::-..:•,::,.:.,:.:;.:::41:41::;4141 :.::.:• LLJ �. w � / l/ / //// /.•/. ////r/.•/. //// :::.:'':::':•..41.41.• . •:�::::':::•.-'...'.:..�'' '�:-��••~�'�•, '�''�"'�': '-�''''''•' N- 9 �•. / '� ® // �+ i///////////////// ,L;:::'41::'41;'•:: .•-':-:•. '.:•':.•......:•.•:•.•:•.•...:•. .. ::.1 .:- : - ��' 1t �► / ti ♦ �I ✓ /// - / ///////�//// / REFER TO SEDIMENT AND EROSION CONTROL N— ..:..:..:. ,� - -� 1 �1 8 , _ _ _ //r/ ,� I :)IP /// ////// /////, ///, :•:•:::•:::::'.:.:.:::::'..:'. :: . .:..:.::..: PLANS FOR EROSION CONTROL MEASURES. \5 GINE o o 1 k _ ♦ R: 4,� i/ :::' ///�//////////////// ///////////// ///, -41 .:::41:.::•::::.::'f'; •.::,:::' :'•::: ::::'•: :.. ..:.::.. .. ...:. .. ' / Q `c F9 .1 c� rj �/ :• ////w//////////////� ////////////`f�//. .:::::'.:::................::..::......:..:...::.,:.:;.:;.:.._::..::..::...:•. .•:........::.•..:..,...:. ....:••..:•... '=`.:;': • / Q�' 9r — QI k _•.1�I I! yi(*._ '""["�' ///// /// /r/ir///.+//// •/Y//. �•: :'•�: : •• / (y 7$628PE_ — 1, ss // ., .s 4..4.t. /�l+i /// ///// r// //// !! '� . : ;: .: :,' :::`,':: . 3 25•5 f w tUI Matt LeWIS 7/ / �• t1 .. :i�" ifir ,/rte // �..FI \ :i '•''': ",;% :./ / J'.'41.'41•:' :' 2021.01.2: I I '1 I II11 I I11011it � 1 � o .� � � �r'I�E V>, � O J\ / 1 N 1 w *01/441- .;•:,4141. 4 O —[W] 4yd] MI/ ,,. nif � - __ a - � tF " r�►�► �;. . '-. .',.._ � :��•• •��:�1 Y � �. � a .. . .. t . - -- •r•'rY• '�i<STi. �« 9y �� .__.272 _ - - - �•... ... -- _ Wim...^ . J J t S � ! ;.r r 1 ■ �i �'i i.h,' `-��'I.:Kyv"� •.4iEv�c7+�i�: �fiF'K-s!"�!•,Ti6ti ply {,.r,'.I r�.!3'.�.,. .i55 '� ��YS�55 8�[ S$ *$"� $"' a-«•/ �� �"�� � ,'LI �� . 4141 !] CD O . - ' F - '- �...�... - -ti..rrr...n.s,t!- �Lr.RS1:Cii:M4D !�- •rte_ / ' I _ — L W U • 27 ,4141 ...r •.. . '•'' El c d .::-.'''''[.;:i / / .-/ _r �ti ya' "'41:'41• 1 �� / J .: \ \ i RENEWS:12/31/2022 • 8 ti : a R } / / / i. +"e I r/� �` �.: / / / 'ter• — — •s "�`a\ 2G � sI— LLJ ?0,.:1;,:..,:.:-.-•:.....--.:,^�.:`• / �i' 1.21111111 / , ,,: , y 1 "� / j, f \ DATE 01(2812021 : _.•, _ ... ; �• DRAWN I MAW 44 X ' } : .. . N .;. ; • i r ` �,�\\� \4a[\\\�hl� \\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\ RD ^ i f/ POND // a ;;. /' ::ti _ / _' I �'2I / �. I j/ IJ. . . �l j 1 \ DESIGNED I MAW �cu w \ CHECKED MCL �.:�'� ��:��:�:';��':= -41...:41. S. y. I .1'- I 1 . PRE-K \ \ r �- / x — :'/ .�;:::.� ....{{ .::'-:41:''::': .:::::•::::::: nr 4141 I ✓.�! PROJECT# 122015500 c•, d i h•� . co o / / II d' / / Et N I ::� f::::'::::::::• �,•::.: � BUILDING \ / \ / �4 \ / ',MIA / / *\ J i r •• �� J W SHEET TITLE N g*. / /.. T c" \ \ / `Lh 4y� �\ hro h / \( I /iz / / / �r 7. },C-5 lii 1 / •I'I oO h \ \ / ti 1, ti`s \ / N n _ _ __ .:'::::::'.. �t, �, / / , / '. —.�� , , —\ EXCOND & DEMO LNI� _ .� �'.�•� -•��-'-:.�:.�::`a''-..'.' •';:� . / i .... _.�: , SHEET NUMBER - a ' SCALE l'=40' ❑M W C1 . 00 E •-- o �; 40 20 0 40 a. LELAND USE# E 8 a) a N � i 0" ` %� CONSTRUCTION NOTES.. % O 17 1 3 ��`� \ ) .. II g0 �m '- „c.c.. �,\ \ \ INSTALL 18"CONCRETE MOW STRIP.SEE DETAIL 1 ON SHEET CC rn 0 a�rl \ \ 1 04.10. p �, f �E 2 INSTALL ATHLETIC TURF SURFACING& INFILL,SHOCK PAD, CC n • 1' ' ' 1 1 .--'. 0 E ('�=c--'-':-', o ..o .. �,o- ,cR-9-P CHOKER COURSE,AND DRAINAGE COURSE. SEE SECTION A ON /bi# -+♦♦ •- Q SHEET C4.00 AND DETAIL 2 ON SHEET C4.10. cc) w \ -♦� 1 3 L Imto Lm19 .°,.2 I II N 89'Sfi'38"E 604.49' cT:: u b ions COPE 14 ®© • 1♦♦j1 3 - ' ° - - - ��� I.� - ��/ v V / 03INSTALL 6'GALVANIZED CHAIN LINK FENCE, SEE DETAIL 7 ON LLIQ11� ♦Ww•*,.., \' v v 7720:. ..:,....t;_,:::4,-;t_...7.,-Ill\\ • �R'�1 /��� ❑ Q. SHEET C4.10. ... © w-:1:1-1.:\---:::: .\ ti i • .:.1.1:.., �' .. • r •ti f r f+•r i .*:`::.«•.*:::.......:..:.: /� Z Q a7 • 11 :III 1 1 3 ••. P� �k •� .... ...... ..•••. 4 CONNECT EXISTING FENCING TO NEW FENCING. U • 111Si4 :; � +�� ••• .•.• "•+'• a 5 INSTALL 4'SWING PEDESTRIAN FENCE GATE WITH ADA cn at 111 :' %� �- �� ♦ si LU ACCESSIBLE HARDWARE.SEE DETAIL 7 ON SHEET C4.10. Q ♦*♦/ 111 •� ���'�= INSTALL 20'AUTOMATED VEHICLE ACCESS SWING GATE SEE ♦ 0 ray ' •, _ r' 6 ♦� 4 _,0.� / `��`1i, �'::>::.'.--'.:' ".d':`;:.':' '' DETAIL 7 ON SHEET C4.10 AND REFER TO SPECIFICATIONS FOR 44'.7..11114p. © /� =. ' :.: MANUFACTURERINF �, II 100M •7. INFORMATION, wilko ♦ Ne_..i..11i* 160.0' '� •.� � '�>. :; `�,�.�:. ' .•' ^ '. ►� / ' 7 INSTALL PEDESTRIAN DOUBLE SWING GATES WITH 8'WIDE TOTAL1 _ =� �./ 160.0' 9 \\, i' : OPENING. PROVIDE LOCKABLE LATCH WITH PIN AND SLEEVE IN ► ®* � 132.6' \fo • GROUND. SEE DETAIL 7 ON SHEET C4.1. I . ' SW "® 8.0' �• INSTALL YELLOW ATHLETIC FIELD LINES FOR SOCCER. • ♦ O 1 �, CONTRACTOR TO PROVIDE SUBMITTAL FOR LINE WORK, 11r18.0' l � � V ♦11� ,� At% I ' ' 9APPROXIMATE LOCATION OF EXISTING CRACK IN ASPHALT.♦1♦♦ ♦ 18.D' CONTRACTOR TO GRIND CRACK FLUSH AND FILL GAP WITH AC ' 4�♦ //:i: SEALANT. 30.0 . .. :,,4,t ♦1� j1/4414:01* 111‘1111P104.0'14 INSTALL WHITE ATHLETIC FIELD LINES FOR FOOTBALL. 11- fr11- V J ♦♦♦ r :r., .:' ..>':;::.:-,.. 10 • CONTRACTOR TO PROVIDE SUBMITTAL FOR LINE WORK. /b._ ♦4414271:914.: .\� 30.0' I 0 0�.. ♦♦1 30.0' 15.0''`** 4,♦♦��.♦�1• ;`�'�� 0, R3.0' �' I, 200M /r' 11 INSTALL BLUE ATHLETIC FIELD TICK LINES FOR UNIFIED ��. ♦�♦♦.11 L'` LACROSSE.CONTRACTOR TO PROVIDE SUBMITTAL FOR LINE *1 ♦1♦♦1♦♦1 �f t •/� WORK. o ICT �'� 1♦�I�w 53'3 R30.0' i ,, 12 PAINT WHITE TRACK LINES AND NUMBERING THAT CORRESPOND Z IO 36D.0' ♦♦1♦♦1♦ ti TO 4 LANES,400M,200M, 100M. MENS 110M HURDLES SHALL BE ♦)i :��.Ij�:♦♦ 27.9' 16 i�`: '' �;;* ® - DEMARCATED WITH BLUE LINES,AND WOMENS 100M HURDLES = U 11r� , *�j�I te.. ® 3 0' 1 '� SHALL BE DEMARCATED WITH YELLOW LINES. CONTRACTOR TO ^ r/) �* ♦�I♦♦Ijj 0 TY'- - VI,'I PROVIDE SUBMITTAL FOR LINE WORK. L.L v, ♦ 1 Iii ;:' w Z •�*� 299.1' ���1�♦Ij�� 410' 8.8' �, ` Q�e CONSTRUCT AC PAVEMENT SECTION.SEE DETAIL 6 ON SHEET 1•��!1 ♦i®''� ;' - 16 • 1 13 C4.10. Z n •��/�I���Ij♦♦j�� INSTALL SPORTSFIELD SPECIALTIES GP820HS FOOTBALL GOAL J +�'��:�� 0wr / , 60.0' 14 POST AND SK 01 FOUNDATION, OR APPROVED EQUAL.SEE L --� z LLJ ♦,1P4tw • i t FOUNDATION DETAIL 1 ON SHEET C4,20. REFER TO Q o ♦�j�:j♦♦• ' ' O 8 TY Tr MANUFACTURER SPECIFICATION FOR GOAL POST INSTALLATION. .....i, >im. D (9 TWALITY MIDDLE ♦♦♦♦♦♦♦♦ 4.♦* �y ,. ; ' LLI SCHOOL �j♦�♦♦�1 ,�' 15 15 INSTALL TURF RULES SIGNS.OWNER TO PROVIDE SIGNS AND �/ �; FINAL LOCATION AND MOUNTING HEIGHT. ��.!1��♦1�� r 20J ❑ o .I♦♦• 8 3' O INSTALL FLUSH CURB AROUND THE PERIMETER OF THE TURF O6Et 0 16 FIELD.SEE DETAIL 3 ON SHEET C4.10. 1. • Q LLJ Q ♦1� �` RELOCATE VEHICLE GATE SENSORS AS NECESSARY TO I V Q ',444F0 60.0' :44,4,i(4.,,,,,,,,,,,,,,,i".,,t,/,,,,Ti+4_ IbACCOMMODATE NEW SWING GATE LOCATION AND AUTOMATIC �^ - 0 `0��'♦ ' :1.1" resO © - r OPENER SYSTEM. v! r""` F-- 4.71♦i 14* ''/ 0.50' TYP.)♦ ♦ ♦ 7 400M i ® -rt, �'�� � 18 INSTALL ONE 10'SECTION OF 8'GALVANIZED CHAIN LINK FENCEr�1♦♦♦ •►1•♦♦•f��'♦ FINISH `% . if O ' Q 11' TO MATCH INTO EXISTING FENCE ALONG RETAINING WALL. SEE m /♦♦♦♦ ♦1♦♦1�►1i� . )7,r 120.0 �, S1 ♦ ••r::•:• DETAIL l ON SHEET 04.10. • k ' ♦ ►♦♦0�• �� 30.0' 6'0 x113.1 �•,;,'._` 19 TRENCH DRAIN.REFER TO C3.00 FOR INFORMATION. #t*Iitilittf*Wfri •Lbao17 - 28.2'1♦ •1 •. •. . • .i.i. •i, ` ♦� a 0J// / fir 1■ 15.0 35,3' ►� C� //r•_: ::''::•=:;:' ::: ::':::::':':::::::::::::::':::':: ::: ::' ::::::.: Wilt 3� �`�. ■ ♦ ,, ,,,,////,r////////J 20 INSTALL NEW TRACK SURFACING OVER ENTIRE TRACK SURFACE. ■: Iii ' y - X11 ///////////////////////////////////r/JJJ SEE DETAIL 8 ON SHEET C4.10. Zi -/ . II Q 19 I 8.3' JJJ/J/JJ////J/Jr////r/Jr/Jr//JJ/J/,•_:- .••:': .. :•:'':-:•': : ':::' ::'::': .::':::'::': .......:•: :..;':.... . ♦ ■: i /R 45.0 0.5 yyc• /,/J/ '/. J, r J// •/. J.// // J r/// /:';::: 21 INSTALL CARD CONTROLLED ACCESS TO PEDESTRIAN SWING qiirffir ■ //r 47,8' REFER T SPECIFICATIONS■ • • • 33.0' 0.5' � _ GATE. 0 S EC (CATIONS FOR MANUFACTURER ■ ® I • R9.0 r J/ INFORMATION. /JrJ / , 17.8 / / 1.-it. s / / J////, CHRISTY PULLBOX. REFER TO ELECTRICAL PLANS AND/, /. //// • 22 c� / //i f1;' `,,J J/!/ // / // /JJr SPECIFICATIONS FOR INFORMATION. • ui 34.0' % +~le , " ///////////////////////////////// //// -. co - } //J//////////J////////J/////.....AUXILIARY * :::;:,:::: ` GENERAL NOTES 14PARKING .�, f 4 O2 4 ft: / /JVJ /r/!//// /.~/!//// //// /ti...... .:.... ...:.• ..•... ....; .;... ...... ..;:'•.r',.}r..'r.;:..'••'',1..'i. - c.i //// J�///J '///- //// '/• /' /J,// •/J r/' ti,a� -------------71( 1. CONTRACTOR TO PROVIDE CONSTRUCTION SUBMITTAL FOR w / . •/ /�/ // •/. /J// J. /• ///J JJ/ - ....„,...7- ALL FIELD AND TRACK STRIPING. o. 181 • . . . .. . .. . ... .. .. .. .. . .• . .. .. .. .. .. ..... ..... ............. .. . .........,.. / . ....., ..../ ....,• m // / 2. FIELD AND TRACK STRIPING LAYOUT AND DIMENSIONSit a . . . . . . . . •" w El / //// ,/ :':�':i'::::':::::-::�':�:'-:�:'::':�:'.:':�:':'•'•:�:::-':�':•:�:'.:-:�:-: SHALL CONFORM TO NFHS REQUIREMENTS. (9 • ► �M ':-•- ////////////J///r//r//J//rJ/J/// :: ::::.:: . *4,7 U s r /It' D PROF ::::;) 4,,,,ps:, • •• • • Sj0JJ//_ ' -7 :. : . ; . . :: :• . �: : ;: : : : . : : : . . C \��4N{�•♦ '� r �/ // / � U 1r Q ' .'.'/./. • • ...•...••••.•.•.• N 78628PE II Ill II 4 1 rgitalMatt LewisU o 1 o _ M 941 CO 2oz1.o1.WYIF �1 � I1!/ :e _ ' S ' # nr o ;.'i: j, -, 2 1 1 6 i �ji ,. 4' .r:W; :.`"' ':'<z ©LL F is i 'I�+ a' AIU11/1 - F -7,-:4 '�19 J�/✓. os, ° \ ix,ix) ' } •411MX 1TyEW C ��� �S¢� �� �� �� �� a e o U '`',:k: _ NEM "'"1,. ._ i �� _ fir,:.'.'. ■ ' ,J, . . .,.. • - .... •� RENEWS: 12:311:20:20" 2/31/2022 o W o '^ DATE 0112812021 CO a �J�DRAWN I MAW a F- DESIGNED I MAW x G CHIE ::ES CKED IMCL a_ a n/ct w SHa, R M 02 . 00 -"\/ E ca "' o 40 20 0 40 W n_ Li LAND USE# E 8 6, o N ACO K100 Trench Drain Schedule s 5 cc 1` o J • Sectn Pieces Length (ft) Start Inv. EndSTORM CONSTRUCTION- _ - -. - �� N����- -, At_ - START K1-00 Constant Depth Channel 2 6,56 274.79 274.79 _ , V \1 O INSTALL 6"HDPE PIPE AND SLOPE 0.5%.TOWARDS EXISTING 0 emil / / 1/ f -- \ \\N ‘ s, • N \ \\� LATERAL.SEE FIELD CROSS SECTION A(EAST)ON SHEET C4.00. K1-1 to K1-10 Sloped Channels 10 32.81 274.79 274.59itiO ® / % / -', \i.- )1 \ \ \\\�1, O INSTALL TRENCH DRAIN.SEE SCHEDULE THIS SHEET. K1-010 Constant Depth Channel 2 6.56 274.59 274.59 g § ... _ �J ,/ \ \ 04' 2 �/I I I � ' 1 .��♦ / \ � \ �-�� 1K1-11 to K1 2Q Slo ed Channelse INSTALL 6"HDPE PIPEFROM TRENCHDRAIN CATCHBASINp 10 32.81 274.59 274.39,moi +•1 ' / I1 �':_ 0 " � w .� 4 1. 1, 1 ! K1 901 GIS TO 12 STORM PIPE. SEE DETAIL 4 ON SHEET C4.10. .'� \ \ ` .11• .. 1 j / o,�o I R ' 1 K1-020 Constant Depth Channel 2 6,56 274.39 274.39 I I I torn wr 19 to-:a N 89'66'38"E 6°4.49' V 1 �, ■ TIE IN 6"AND 8"STORM PIPE TO EXISTING LATERAL. BEFORE 0/ \ ' •1.1* • f r L. Y \��,1,._ r, '� / �1 �_`\11� O 1K1-21 to K1-30 Sloped Channels 10 32.81 274.39 274.18W ❑ N ** - \ 1 \ -\� 111 \ _ ' - J_\ ,.w :.: :.;; ` • CONSTRUCTION, CONTRACTOR IS TO INVESTIGATE DEPTH ANDz ❑ �, 4! 7.......... , „ :=�=�==111 - / 1 1* V" ••'•'•':' ° •• -_-••- 4 .%.4411 SIZE OF EXISTING LATERAL AND NOTIFY ENGINEER OF FINDINGS. K1-030 Constant Depth Channel 2 6.56 274.18 274.18 v , • �� •1 \ END SECTION 6 O INSTALL CLEANOUTS ALONG PROPOSED 6"HDPE PIPE PER OSPC K1-31 to K1-40 Sloped Channels 10 32.81 274.18 273,98 cr) /•�► 1• '� %'� _ -,. -.. 2 \END SECTION 1 ,`:.:/ ./ REGULATIONS. SEE DETAIL 5 ON SHEET C4,10. j 0 o w ♦*** �/► `.---17---_--- *A.740.._ � .: ;i \ i \, --- / " END K1-040 Constant Depth Channel 2 6.56 273.98 273.98 EL c5 1- **** = •1 • s..:::,;„,:,- --:. - / TC:274.96 \ `,�.,� / / JN: DHPESEEHEWCROSSSNA ST‘,, .,,,, .,., , 0 HEET C4.00. p 2 6.56 274.79 274.79 �• 11♦1 _ 274.80 \:‘) © \ \��\ It �•/ K1 1 to K1 10 Sloped Channels 10 32.81 274.79 274.58 �S �� •1111 �oo \\\ / K1-010 Constant Depth Channel 2 6.56 274.58 274.58 �� \v - GRADING NOTES ♦ *+1 ' \1 v� K1-11 to K1-20 Sloped Channels 10 32.81 274.58 274.37 ■ 7 ` w / 2\ `\\I\ 1 FINISH GRADE INSIDE THE FIELD OF PLAY 1S TO BE FLAT,274.80. )o • % / / / \\ \\ / 1 2 K1-020 Constant Depth Channel 2 6.56 274.37 274.37 . '� 0 / TC:274.89 274.80 \ \t\\ \\\ / / TRANSITION GRADE FROM EDGE OF TRACK TOWARDS FIELD OF 0 F-- .♦.� / . , // BC:274.89 / 421 1`'� . \\\\\10\ // // PLAY LIMITS. Sloped Channels 10 32.81 274.37 274.15 K1-21 to K1 30 r 1 • W ♦♦• •, '�_- \ \ �1j1 f II / K1-030 Constant Depth Channel 2 6.56 274.15 274.15 ♦ j I I + 1 1 f GRADE ASPHALT TO MATCH INTO EXISTING TRACK AND EXISTING l Et tY ♦ / i I E�I I // BUS LANE CURB. K1 31 to K1 40 Sloped Channels 10 32.81 274.15 273.94©� 7 I t 1 f J 1 11 � �"- • ! 1 /1 11 , r� ♦ 1 ! N. i, 1 /1 /// / END K1-040 Constant Depth Channel 2 6.56 273.94 273.94 V! al I. / / / 274.80 '• ii f i ! / / START K1 00 Constant Depth Channel 2 5 C.') ❑ .w� ,; %•�.�, fI y j / / 1 /• ll j ll / / 6 6 274.56 274.56 `�* ` \/ �• 1�♦ / 1 �l//l/l/l/ / // K1-1 to K1-10 Sloped Channels 10 32.81 274.56 274.41 1 J ��. \ ♦,...� / TC:275.08 / /� 111/ll / / I O --- �4w ♦♦♦•♦♦♦ / BC:275.Q8 / •kZ „7// // K1 010 Constant Depth Channel 2 6.56 274.41 274.41 w ♦ ,. I Z •��� \ •♦•�•�:I�♦ / 1V /1 / /'" / rrrr I K1-11 to K1-20 Sloped Channels 10 32.81 274.41 274.25 0'r�j� , .40� / ) /,,,,///,/://:: .1 / / /,, /��//i '4 REFER TO SEDIMENT AND EROSION CONTROL ---� I a) ��♦•�:♦�♦�► / / / / / / START SECTION 1 / PLANS FOR EROSION CONTROL MEASURES. 3 K1 020 Constant Depth Channel 2 6.56 274.25 274.25 r , ♦� = �1�.�♦♦•1 / / START SEC"1/1ON 2 / = v .� / / q144-4....... / ,, K1-21 to K1-30 Sloped Channels 10 32.81 274.25 274.10Him. CO ��* �� START SECTION 5 4/ / 0 / I 1 /j/ �� - K1 030 Constant Depth Channel 2 6.56 274.10 274.10 �/ < Z �l(�j 41 START SECTION % / I ry o // / ' '��� .���••♦�/ v ( TC:274.87 © I _ //// // / K1-31 to K1-40 Sloped Channels 10 32.81 274.10 273.94 O F- ip '�-i♦♦•I/ / BC:274,87 ti / /_:,c, / a� / .�.•� ♦;I� / // fh7 / / END K1-040 Constant Depth Channel 2 6.56 273.94 273.94 H • ** �♦ / ; // 0 // / /// `r' / START K1-00 Constant Depth Channel 2 6.56 274.56 274,56 Q Q TWALITY MIDDLE •♦t4��♦.•♦ / / / �; r f' fl K1 1#o K1 10 Sloped Channels 06 >111' ❑ :Ei'E• ��.~• 10 32.81 274.56 274.43 SCHOOL •*•i�•i• // OO �� / .♦..•*�C�1 ,/�/� /// / // K1-010 Constant Depth Channel 2 6.56 274.43 274.43 Z .1 ❑ O i��"14rit 4�� / 11 0 rrr / /I / K1-11 to K1-20 Sloped Channels 10 32.81 274.43 274.30 --- �'1 n ��♦ 9/ / TC:274.92 I/ j/J//////// / // / 4 K1-020 Constant Depth Channel 2 6.56 274.30 274.30 ❑ < ° •:♦/ / / / BC:274.92 /4 �// / / / �• j is �• / / K1-21 to K1-30 Sloped Channels Q �• / �/ _• / •, p 10 32.81 274.30 274.16♦�♦ .., • / i%" I / / / * KI-030 Constant Depth Channel 2 6.56 274.16 274.16 •,♦A \ ♦�1 `� / END SECTION 2 / / / / �4 �1♦♦1�1♦♦i ��4 y 4 \ / A / END SECTION 3 / / / - Y `� �'i4 K1-31 to K1-40 Sloped Channels 10 32.81 274.16 274.03 .�• 11♦ 1� ♦ / i •//,�rr( rr � _ _ - - - - - - y- _ _ � 4 _ x � - - - - - - // P 2 6.56 274.03 274.03 m ›- 1l W.♦ 1 d ♦ ���, END K1-040 Constant De th Channel blip♦. ♦♦♦1♦ - •�fy1♦ g. / - 4:I ♦ 1t*Ap. 1 1 ♦ ••. k :._'::.,::.=:••....:. -... :•:•.: •• •:"-:-:•-1-1:•:••:-: :. :•.•'.. . :•.•..:.:: .....f.._ \ \ START K1 00 Constant Depth Channel ♦ ' ♦♦1♦♦1w %'0 / /ri.,� 11 I ::=,'': : r ' - .': :- ' .: ': / ,•,, P 12 39.37 274.54 274.54 4A, �*. 1� e " Y // _ 1 \ K1 1 to K1 10 Sloped Channels 10 32.81 274.54 274.41 r C:275.01 / iC:275.01 r//// / .•. / K1 Q10 Constant De th Channel. ■ 0 `� / : / rrrr// rr//r/„/rr,/r///rrrr/rrrr. 1 p 12 39.37 274.41 274.41 ,' ■ : v� rrrrr/rrrrr,///rr,r,irrr///i//rrr. .•,.. r':. :. .. .. .:"' :`•:'`': ' \� l _,, ■ / / rrr//,/rrr.:.::::::::.,.:::•:.. ;. :=•:.:.::'.: : : .. .:.:.. .: .:•.:•.: .:•. � �• ■ 0 274.80 �'////. %rrr r/rrrr////rrrr/rrr �' / • . . \ I K111toK1 20510 ed Channels ♦ ■ \ ti .,. .. /r/: ,,/r ,/, //„/r ; r,/rr,� ..'t .: . ..::. f p 10 32.81 274.41 274.29 ■ / ///// � � ■ \ , �� .4,: // // •/r/i ////;//,'rrrr// /r///. 1--J-- �, rrrr// •rrrr//r// /.'/rrrr/ ///r/, : `:-.:-. .-..,-:f f 5 K102QConstantbepthChannel 12 39.37 274.29 274.29 ■ } i' l rr/r/ •r/,r / r '/ // //rrr, rrrr i Z. ry' // //// 1/// / //rrr/ /r///, - :'f•' ::.•.'.::-.:••':•:'r:'r'•':•:''-:'r'::'rr'.'. :•':' '-:':-'.-:-'.::':::'.-:':-:-.;.-,:_ I h / r!/r r rK1-21 to K1 I h Z r/ //, 30 S o ed C annels �, . �r r r r r/rrr/, ' '•:•:•:• ' '':•':':••�:•:� •:-. p 10 2. 1 i 03% . / //// „ /// 3 $ 274.29 274.16 O +� ��' 274.8Q r � �, � �r/// r/ �/,/� /r/r �/,•/rrrr/ r ///, �`y`^^ / � / ,/� � �' ,•/,./., rrrr : r'„rr, •..•d.-.. /.1 / 1 r rrr, a r - / ::':�.0 K 1-Q Constant D hChannel �.� �rr�rr//r �//// rrrr .. ,r,/ (.. :'::-:':,' :::•;:: :::: :''::'':. f 30 ept 12 39.37 274.16 274.16 c_ /- / / j o - a,T r///rrrrr//r rrrr///rrrr//, rrrrrrrr,:. :. :.:•:. c: •.{.:{.c{•: :...:.:.i. :. :•:.: ..: :.:. :.:.::.....:...:_: . :. :. : ::`•:- :: -':•/ U 0 4 TC:274.89 �/ �\ / �.: f,�: rrr„//r r r r r// r r r r r r r r i r:'�::'��-:��):��:•:-�:•:��::'�:-:::r�{.:::•:-:.:{•'•-:•'•:�'.•:•'.•:•:=):=):=:•:=):.�):':�:.�:•:�''-:•:.-'•:-:-.-'::-'•:�::'-�•:'�::'�::'�:•:':�:�:•:�:•':�--'�-•:-•'••-�: f co cYi - / / ry rrrrr/rrrrrrrr w v / � B :274. � •• 1 t - C $9 ( rrrr/,/rG r r//rrrrr/////.r r r r AUXILIARY::•:::.:::_::::':�•::-�:::..:::.:::.:::.:::.:: :. :'"-..:::.:::.:::.:::,:::.:::�..:::.::-._::�:::�::•:�::•:�::•::'::::�:•: :�::':-::'.�:•:'::-:.:.,:•....-,.::.::.:. K1-31 to K1-40 Sloped Channels 10 32.81 274.16 274.03 = +t � /� i+� M* rrr/ �•..:...•..:..:..........•...........•,..•..:-.•:�•'.�•'.- :-•.-•'.�•:'••.-•:�•:••'-•:•j.•.j-•.l 1 � a „% /© co kT, / rrrrrrrr/rrr /rrrrrrrr/rrrr rrrrr ='•'''• ~'''' �'• ' • ry/ r,//rrr,//,r„„„/rrirrr//rr/r/. PARKING =': :':' ::_:'::=:'::=: :::::::::.::::. ':..: :: ' '.: f ;. � - © 274.$0 0 �/ ///' rrrr///, r,,/r/r r r r,r/r.�r////. . . . , :.:,.. .:.:_.:.:...,..:. :•::::-::•-. ...:::.::...: END K1-040 Constant Depth Channel 12 39.37 274.03 274.03 / / / rrrf.rrr/� /rrrrr. ,rrr„ rrrr .. A // row/ / iii/r '- '��+` ::::;� :•;:': : :=: '' . w / 4 I / r1, , / rri/rrrr/ .//,> r , rrrrr/ ;':}-: .:.:::••,..:: .:-.:.' :.. :1:'. ... . .: : :r: :.:.:--:•:.: 0 � ` ' \ , o / / //,/r r /r Y =''::?. '::::'`= START K1-00 Constant Depth Channel ~ / g o\ /f / : rrrrr/ rrrr,•/. r. /rrr •/. /r r rr rrrrr. t p 12 39,37 274.54 274.54 •¢ / / . r/ r/, rrr,// rrrrr. rrr. // :::'':: .:-::: :`•;:5:':::::: D N �:-///rrr /rrlr i• � �. L, � ,6 � �' �� :���:����: •rr ]___ rrrrr •/. ,rrrr•/rrrru r,✓r,. �..::. :::- ..:.. ..:. .t:. . .:, .:.,:. . .:. :•.•,r.. �� . o -�i•�• \ V'o© �;�... START SECTION 3 , v,•r r/. /i r r •/r/r r r r r� r i r//.� :' _L K1-1 to K1-10 Sloped Channels 1 1 „ \ r/ rrr Q 32.8 274.54 274.40 i a . rrrr rr /. rrr rrr/r. ':•' =: :-::'- •- - .,.• ::--.:' }'.. / LIJ `. / STARTSECTION4 . rrr r,/r, rrrr rrrr/, :.: .:::. : / o .� © © �� i / `� rrr . rrrr rrrrr : : :::.•.• •::.•:..•..•. .'..:•. .:..,.::..:•. :;•. ..:.. •j:'•:•:': :::::'::: / K1-010 Constant Depth Channel ,/ :: p 12 39.37 274.40 274.40 ¢ �� // // / : it/rrr rrrr Sr/r. r. . rr,/ rrr/rrrr .:;'•::::'::`:;: :`:•::::: :.:::::::':.:=:::':::::=::'. ' :: ..::::: : ::+,. ::;•:.ti..:'.:'.::. j \ :•. r�rr,rrl��/rrrr . /rrrr, r ' � OO � 6 rrrrr/i •�:::��':-"�`�:::��::':�''::�•�):•�::•�::��:-:::::'�:.:�:::'�:•:'�:�'::=�-:= :'��-:=:•':�:�:'�:':-�':-�•':��. -�':�.�:::��'��:':�:�':��:•:��:':��:--�-. .- O �� . ■r . \' , TC:275.01 // ,;r fI.' r ......................... ,<„„„„„�' rrrr/r/rrrr,rrrrr .'.-�.--.- ' �.' .- '� :-' -�: �� ':-'� '�-• •' �' '� ' � /'t /'� i / : : : : : ; : : • : . K1-11 to K1-20 Slo ed Channelsd �� ► / - BC:275.01 %/ /// / rrr/rr/rrrr//moi • p 10 32.81 274.40 274.26 U / / / rrr,//rrrrr/////.fir„///r/r///rrrr //,/.:..•: ::•::;::•'..•'. ..:. / Qin \ �'' -_ // // rrr//rrr/rrrr/r rrrr/rrrirr//rrrrr//..::''::'::': • 111111* • r r r r i/////r r r r// :': 6 K1-02Q Constant Depth Channel i�p17F to � � / / r//////,rrrr // •..•�:-:���:�:�:�:'�:�:•;f'�:::�•i:=�::��.':'•�::`::��:':'�i:=�::��:•:�i:=�:•:�.:�.:-•:•.:�.:-•:-•'.�.:-•:-•:-•:-.:�.�-.�.�.:�:•:�::�� / `. ,r, �� _-= i . , •. / /// ::•,//fir/// rrrr /// •: p 12 39.37 274.26 274.26 tc- fs C� END SEC. - / rrh ✓rrrrr/rrrrrrr�.�/rrrrrrrr :.;:'.:..:.::::,.:..:..:.:'.::'.:_.:..:..:.::..:..:._: ;.:_::,::..:. .::.::.,.•:.:.:._..:..._.::....:•. / N ` s a CTION5 _.,/,- //,/2-410,/? /i , / , r `'4 : = : :-.11...,......:-:.-: ::: :.:...: .: �- �NG1NI E- O,L / � �r,rr, r/.�r. rr/'sir , rrrr /ki,/.- l \S ca / 4,� if S /�/ / �.,•,, -. /r//. ////r� r ///r .: , .i..--.:..,......:... , / K1-21 to K1-30 Sloped Channels 10 32,81 274.26 274.12 C Q� '9 9 i I _ •CU �• -c-K i � / ///..rrrrrrrr r rrrr . ���•'�''���''. � l fll / ;: .'::i':•::'; :::r.::: .::•:: 78628PE / rrr / / KI-030 Constant Depth Channel 12 39.37 274.12 274.12 rtgttaj Matt Lewis p .: �pD�arA ,,, - 1 1 J. 2021.01 / • 2'L �ES7i 37 +- =-- ata,•` JIr. �.,,r l0 4-..t.3,-4.,�ii !�lE: +•s :#',�;�� _VA. .-.t.10 tU O esu _• L t..ii- ��• - - _ _ m , ;� fJ K1 31 to KI 40 Sloped Channels 10 32.81 274.12 273E�# . `O �o-� '~.�'. Y �� `�• : ''i �r ..• '.e•: ,.. ^;. P. . .�.';,t1a 7�'Eii•��1Lf•..•• •• \ 1 \ \ `! \ \ /.-. f / I - - � •:• / d �� 9, �•oO \-J LS if J _ SHL \ \ 1 r • ,� / / - - - - - - - �`'•. / 7 END K1-040 Constant Depth Channel 13 42.65 273.98 273.98 N- '9/T <A, m / :f--4.-..-.-.-..-----.---.... a4. . / 1 / / >� / / •=7- i �'• /� 1 1 \ 1 / / / / ./ , f- _.-.T_. - -1.��\ / Total 401 1315.61 Yo f rr ":f / , / `NMI '�\\t\\�\\ \ ` t• r/.. I / / / ��-..11 -' ��. T -�-.�--''''''''''' 'k �' // RENEWS: 12/31/2422 JJ / a "� tfg,maw --\\,7__&t:\.\\\ ` J \ DATE 10112812021 _ t ,!+ 1111 `\ 1111\ 440e..a\\\\\\\\ \\\\\� \\\\\\w...\\\\\\\\\\\\\\\\\\\avo \ 1 / POND ' / ! I DRAWN N � / ••�_--ter...,._ / is:�. � l Y � N�� � i .o� � ��_:i 1•• � - - ' ,�[� , I MAW _ ,� x-.:.:�-.:'•-:: :f �'.:�. ' F��1� 911.� \� l \ 1 I fr T I R -;7:,' \ / / If - 1 t / �:-: EL wr Ial / / .l :=.::•��''�=�':-•�::��'•:'':��:''.��'�-:�:'::�:��': \ \ f .I � DESIGNED I MAW I \ Ij.t ✓.�! i / C CHECKED I MCL m cry \ I \ - - - - - - - - -� / i E 1 C d :is :• -��i��'1' / \ / - - - / 0_ E _ - -. xi . - ., . . :MI PRE-K / / / \ \\ /• jC �. / / Ct PROJECT# 122015500 , ....:.:• jjY' c. 1 / I ®� BUILDING ` ,,v / / / / / / :` :` �' ��'�� / / / O SHEET TITLE 6-5 IT1aE / / - ` ' -- - �_ - .- ❑,,,, GRADING & STORM N :'/::=c, Tth (fJ : ::.:.:.::.::::::. I =mac /� / / / / . _Q . :...-. :.,-:-. - it, ._., ' r / SHEET NUMBER o SCALE: 1"=40' ❑ 03 . 00 a. 40 20 0 40 LAND USE# E 8 cy, 0 - C 6-5 8 0 09 0 o8 131111111 (c.:9 i cc c3) S M LCA 8 it. p‘..1 Q . , ,... Z Q 0 0 � ° 1 p � � I2h 17.8' 6" 6" 196.5' TOTAL FIELD WIDTH "F' NAILER BOARD.SEE DETAIL 3 ON SHEET C4.10. r-•• RESURFACED TRACK,SEE DETAIL 8 ON SHEET Q AC PAVEMENT C4.10 AND SPECIFICATIONS FOR INFORMATION 4"MIN. DRAINAGE COURSE TO PROMOTE INFILTRATION. SEE DETAIL 2 ON SHEET C4.1 FOR GRADATION. U SEE DETAIL 6 ON SHEET 04.10 Lill ---r 2"LEVELING COURSE. SEE DETAIL 2 ON SHEET C4.10 FOR GRADATION. CO :SfYfl.tu li 1111 I III I 111 1VY1 ��tllul.liy�i I E'11 I Ir. llliilGRiiiluklllklHlillNNNlii I mill 1 I r(r i f l I r-r , INmmi iitliiii6NliNl11 1 I Iiv r�� IIIIIMIMUNIINNI I I I I I 1 I 1 'ti'?I?I illi LIF i�nitl.l - !!.- -- _ _ _ �_!.�1 :r�•- -r- - �1 •r -!. - �i '!r -I -b r - - � r_r. -r_• __ -1 �rr_ .'=i_I- -._r.=1� -.-f Y- -- i=1_-1 r_I. .-�_'Y:a. - -.=iel�lr. -.-._I.CL. -.il.I � ❑ - Ill. 1��,.r:-r:-. ter.«. ..:-.�., r..c-r: .r.�.,.- i.�;-.-i.��i:�..:-r-�::�-.r�rc�r•�_s:� :� .�.- - - _ ..'r'!. _ .rte �•-r-r:-rc�ri ri -r�i'�r f'.r 'rcr -r.� .r�r :��.rct rw ri�_��:�`��� n.r:�rc.�r,:�i�"iz:-�r:�.r.�r:�r ter: r:-r:-r r«rc«r.«.rrr.r«, w i :� =-2 : .` yyry '•.- �-� - - - - - `� - b b Y +urr� r��,i fy1..f..f f:�=1�* .f..f f'',I�I�Iyf f_I���f�_`��A=i�:f�f�I�f�f���,I� � �.fylyr.`f_1�rylyl..e._ _: .._ �fil�...... it Isli.ri �`f�-Lr1 r .1 . .!• .r .ref I,``.f" .r .f• .f•:f•:fes[ �_ --'.r_-_- r.-_-_-_-_- ..r..,... .11..-_w- -Y.-Y - .Y--Y. � - - - v.- - - -r - - - - - - - -Y - - .- YI Y�v�vi r�rl Yl rl rl r�rl r�r�r�� r:-.�'r.-.r=.r= :�. ...ti..•' �. �'��1:•-..�,-.-L-:L':�'.-.�.-=�..':ti..•--�.=-�. ,.y ..ti;,'-ti•.':� --•s--..5.-'' �-s..' �-'�'-- 'Y''�.-'.1'-L.'-�• =L'�.-��.'-'v''v-Ys:-^'L'�.--ti:.'•1.-.•L'L•..L-' "'S."fir ."L'..L`�-L•�'v"*-L•'-� .� r.,, w r f.r•• � iltii •.r•.r•r.r• •,r•.r•r•r..r•.r•.�•.r•.r`. `. e_ =.r .r..r = .r r r ,r .r ._ .. ,r .r • r _ r ._ ._ !• w• � •• �• �• �• -. +• w• w• �• +• �• w• �• �• w• w• w• w• �, w• w• w!w•-A• •ws.•as• •4,,41, 41.II, ;•rr,• .•aP.•���.����40, ao, ii.•ab.•i.4i,���� �+�i _ . ; :•rt••r. 111600:-.r-•r:ra...4_4%!••x.• i ••r.••r.•.r.:.Y•.Y 1W.•.r.••r-:•r-•rr.••r...r •r.•r::rr r�;..i;.r;-..��Y.-.�ar,-...;• =..X-��:•+r�+;}•ef.��'G _rt Y:sf -Y sYf�r sYr:.�'rr • ..111/6.10/64110!• . L �w. �. �. -. S. .L t=ti- �. ti.. L. 1'•.• �'tir �. �. '-. r-.. �. �. '.. . L -�. • 'v . s `e ..L �. L�L. *-L. *.. .y, *y,. .+„ r-.r :'�• ---.1-a„. ti- '.. - ALA•.�•�•�• •�• !;•• •.r•.r•r..ra•r,• •r•r•.r•.r•.r•.r•r•.r•.r -adpir .r•'�dr.-do••••. • • • •• . ppr*. •.r`..•.-•,r•r•,r.�.�.�•- •-or•._+•_ p .w. w. ;�. w. �. :. i. w• w• �• w• w• w w• w i. w. w • w ar• w• w• w• �• w• w• w• w• i• �• w• i• :• w• w• w• w• 4P• w �. dP.�OP• w• w. w• w0• w• w• wwr. w w. w. EXISTING TRACK TRENCH DRAIN SEE .;.r-ior.;467.1r..r;N.r;.P.r;..r.+Y�!r-r.7r:!r.rte-iit.iir.Air-!r.lie-Air-ti!r. ti!Y=.r=!r.s!r.iir.,!1:!t.,eirr�rr..lir.16.1-016.016.01:016.!Tt Y:.!X. et-o ti! t!-.!�.. 6.10r-.r,-•rY,40 .016-.Y,-•r..r7--rr;. DETAIL 4 SHEET C4.10. ;tiliel�_•_•_1_I,I=1- - - l•=•,•_I_•_•a•*Noir- v r•_•_•:�••� _.•=•_1_•_•:-•_•_`0kfil 1 •: `•_ p AC BASE - FLUSH CURB SEE EXCAVATE EXISTING MATERIAL LINE THE ENTIRE DRAIN ROCK STORAGE i DETAIL 3 SHEET C4.10. TOA MINIMUM DEPTH OF 21" SECTION MIRAFI 140N, OR APPROVED BELOW FINISHED GRADE. EQUAL. U LINE THE ENTIRE SUBGRADE SECTION WITH CO A WOVEN GEOTEXTILE FABRIC. 7 FIELD SECTION DRAWING (WEST) - A SCALE: NOT TO SCALE 2 < _J z < 0 ›- D 0 ct VJ 1 J J ❑ o 196.5' 1'6 EXISTING FENCE -i Q rt 6" 6" - 17.8' I Q TOTAL FIELD WIDTH - w ( Q - ELEVATION AT FINISHED Ct /GRADE OF INFILL _2.0" FIELD TURF CORE MONOFILAMENT, SEE SPECS RESURFACED TRACK,SEE DETAIL 8 ON SHEET C4.10 AND SPECIFICATIONS FOR INFORMATION oa -1.5"RUBBER INFILL,SEE SPECS 1"BROCK POWERBASE PRO SHOCKPAD,SEE SPECS i,:,.. ...., 1. a �I - 111 I �p� . +- 1 IMP VJ�11RI111uuu1111nunuu 1111111/ItItitlH lMIII11IIWIII11IIIIMI MI 11111111 } ItItlRll H i f 1 rr ( tlillllti/II �iJ�l n 11111 1-111. 1 I 1 MINIM ', -YN11111i Iliillllil '1"". ' . 'im ti1fF11gmovi ni r. r r rte• -.-•- - -r...: _ -• . - - _. . .. _ /�% i�jjj�/%%' •! r.. -l.r... - Lr.s_.-. t... _ A:. - _._r �.�. .. -! r.. r.t._.- - rr._ _ r. . -r-l. -r �1I�4ILVVV��//, �///j/�j%j%i%�%%//%����%%%%/�j/%%%j/%%jj%/%�j/%�%�/%/�% •�/:Y. =f-!�!. -ra�1._ _ .fel3tr_ t�•1-!:!._ f.:1. 'r-1-/. '.-rz1 !._ _ - - :i_t�l. - y_!L�- - �-1c1. ��.�r !11 IIjj/%�///j%%/j//�//�j/j/% 'rl+'rlrLt L1`LI_ - - �.rr:rL.�rt� .�`l1�LI�.rI�L L[- r.«�-t! •!.M.r _r.L:��:.L.-.r.---`.-.r.� -_ - �_ .fir�.r-..'�- •� �. • • �.1=/ or- •-r•-.iiwilt~atre,41 -:.`•-.r- fi-r•-r•=r•-.f Uti i-ilei•=n•-.i=r'=.f•-:f-.r--f-=f i iiaseti7 fitit ` '�• 4 -r=r=r'=r'- =-r=s;-."1.;•*X._, :. "� ��a.�1.�.tit,Y�.;r�y��I�:�.I R_..4+.-� ��r�r.�r�rw Y��e��_r�r��'� � ,�r��r�y.,Y�Y�Sv, „Tecta a 17 .�/t7 wI��µ�r�Y�Y�rI r_��r�r����Y�r�-::--..-2 r-rte rs�r��.^ Tti;.•�L`�L` '.�`-':.•'-�r-�.�;'�-�. •�,-�,'z�-'zti:--�:'zLz�.•=1-•:�,• �:-•�--s1..-+�•.;.•�,.�.ti;,. . , :ti:`,.�;,.�.�.��.��.:*�.'�S:r-- -ts:-'��.-��--,�--ti:'Ts:"'�s:''.:.:':s:-"•s:.-�ti:--� - L>- - -- -- ---.-v.- A r r i r r r i i r r • .r r r .r . r r r • •_ _ - • • _ _ "�,•�,•���,•���������f�•�.��.•w,•�.•w.•���.•�����.•+.��.f�.•�,ti+.fes�������w•��������w�w•���.•+��•�•�•w•+.•��"�i±� �i� �i. -r afe-..ti-L-•;ior-.y-. ,s!r -'��.�' '.eav ite - tti r -ti-:ti�ogr T:!t. ti r e=e=-e-e eiz '*`rtAre,*re Tr-1!•r: i�Y,e, :e- :ie ;. - .. . • f .•• • • • • f • • • f .•.••rI . • • • • • • 1 • �. .`• • • ••• I•••••1• ••1••• YAe-..YS.Y...t�.Ys..re.-...Y�.Y .Y..Y..Y�.Y...Y...Y .Y...Y..Y�.Y�.�..Y�`Y�`Y�`Y•`Y�`Y:•Y�•Y 6"HDPE SOLID PIPE .T f,!�_+.t!:-. �`��•Y�`�`ft44 r_•i.: *1.,A z ITh.I�.I�I�I�.I;,.Iy.1�1�.I�.IIP.IIP.14PI�1�.h1�1;..1�.1•.14P.1�.1�I�I�.I;,.Y'-��.��-rte Y;;,Y4P.T.I1:1�.*.�„r�1�.1�,I.1.1�.I�.1�.1�1�.I�. _i%7ii-T!--!- '!-t!-,.! .�!•.w-.w- -: -z4 .!-=1!•t,*.41.11,0A_!- ,!.��!•41 L- 4-:y� •e • --i!•,"s!•Ns41"4!.4.!-.;!� -:At•i =-:!-4LTA�TT0''zL!Z*,-.•-.:s!."N!•=�!.A!•-ti! >2 • l e • • • . • • •.1llf••k•�•�• • • ••• ••• .�•r.�• • • .•• • . . . • . ! �•r.r.r. .444 r•r•-.igp.d 1 r•_•_•_ 2 N�Y�•rt `Y�`Yat T."•Y `Y��Y�`T�`r��Y�`Y�`Y1'Y `Y�'Yl'TllY�'~�`Y�' ..61.1 Y114red �•Y�•a••rtl•rt�•Y�•rli...:..,,,Or..,: ien Y ell/ w`yP I.'•Y�•Y4rI'• • -��+~, -iiY eY.� .-.-•.,-. •.�•.�`..-•..-•.... ,• sL•z:L~••..,-• •,..,-[� z, _, -s„•-=•... �`-+.-� -r.-or •, •.-•,=•.=•.-„ -`.--t - -•.-.... --.� t t1� '-� L L I C'.) r r r r ,r rr�.� ti .r ` •'lire+ Cn 1�.1;•.1�,1�,1�,• .I; .hh.I .Iw.1�.1�.1�.1�.1�,1�,1�Iw1�.1�.1�.1�1�.1�1i1�.1,; .1�./�1`.!�.I;�.I�.�I�.h,I+,hh.1�4, ;ISI .. �`�;-..• w -;1!•;�-=vY�� Y••••••-w-=-�•-• Y!•sy!•..r..1!rlror !ir....!0 11 •-a zwiir•�!-=•-; 2-1/2'0 END OR CORNER POST CLOSING CAP E REMOVE BELL END 3-/2"4 GATE POST 2' BRACE POST 2"p BRACE POST 131.2' OUTFALL TO LANDSCAPE N 2"q) LINE 2 112"� PULL POST I TOP OF TACK STRIP TO BE SETCri 3. 2"49 BRACE POST POST KNUCKLED SELVAGE { 1 2"BELOW TOP OF CURB, FOR - T TC:XXX.XX DEPTH OF INFILL O ���♦ *. ♦♦ • 7I ��► ♦������♦ • • ♦•�► '' 3.94" S=0.5�io Bc:xxx.xx O o CD I .♦.� 1-114 ¢ TOP RAIL :��� �♦�Q ♦�.�����.�`�.� �.�.� f 1 114"0 TOP RAIL �./.�.� . 1' I - 0 11.81"12.60„ STANDARD DETAIL TRENCH DRAIN FASTEN TURF TO TACK ��" ,� S 0.5/° SEE 4,THIS SHEET. F , ���• • ���� �� HAIN LINK FABRI �� � STRETCHER BAR • ►r��S FABRIC BAND •�♦♦�,���•� • 10110: ����, O C4.•• i♦� ��I� ������. • + STRIP W11"GALV. STAPLES 121-2: I. " x' Q•Sri&.)4► I XPLAN 8:� �- �����•♦�•����i•�•� -+SEECK -4.72" SURFACE MAX, 12 O.C. I1-114 BRACE RAIL �i��♦ '���� �.��..i.�-`=1-114"¢ BRACE RAIL ';-� ���� ����.i����� TRENCH DRAIN SIDE VIEW SYNTHETIC TURF SECTION w �� ♦�♦� 1 SEESECTIONA,ONSHEETC4.00. Ci4$ SD +� TENONWE 4$* *_� I A.4- "O TRUSS ROD���4- • XXX \ �• �� Xxi\ VARIES PER PLAN r; i1 / j i j i� i� i� v� j / j �- -7 7 \/ v \j v v v y v v v \j v \/ v•. `i /\\// / `�J� Q �;� 1'1� �'�� g \. \/\/\\ /.\ /.\ /.\ / �, \,� • /\//\//\//\//\//\//� //\//\//\//\//\//\//� - - 5.12 [-.,•- /\/\- '� N \\ KNUCKLED SELVAGE\ \ \ , , 3' %• . r \ \ \ \ \ \ \ j \ \ \ \ \ \ \ • `j - 3.94" \%\/%\ 6" • 1�1 11 / A $ 0 / Z ¢ rn / // �� �� �� �/ // / // \/\/\/\/\/\/\j \,\/\/\/\/\/\� 5.12" �T \ \ \ ,6 ' \ \/\/\/\/�/\/\/� 4\ / ;MIN. %\//\/I\//\//\/I\/I� /\//\//\//\//\//\//� % 0 - - - - -- - - - - - iii�/% 4 . < 4 . 41111" CONCRETE " " /\\ \\ \\ \\ \\ \\ \\ ` .. / / \ \ \ \ \ \ \ •/ \ \ \ \ \ \ \ \ ___t /\\�\ \\• CONCRETE FLUSH CURB F- o \, - /,\ .\/ ,�-� �, ' //% /.7\\/.... �/\�/.\//\/�, /�\/i\/j �, / ! VARIES /\i\i\, /�i�i�i�i�i� I / /" "/••� _moi * \// // // // // � J 0 w TRENCH DRAIN PLAN VIEW \`\\/�\/��%�\%\',s04 4.-,\ \\\ ,;\\ \\' CL co I- NOTE: FENCING �I %/i\. . , ,\ X\ ,\ \�2 MIN.AGG.BASE 5.12" BRACE RAIL AND TRUSS ROD ONLY REQUIRED AT CORNER, ----� 5.12" i. 22.67" END,GATE, BRACE, OR PULL POSTS. INSTALL ONE BRACE _ I I-3.94" 19.69" TYPICAL CROSS-SECTION RAIL AND TRUSS ROD AT EACH SIDE OF SAID POST. -� I I4, FLUSH CURB & EDGE CONDITION \ __)j\ 19 990 ElD O NOT TO SCALE TOP HINGE 3-112"3-1/2"q) 111- -1.--I--•-0.125" CI I- (90 SWING) h SEE PLAN .1 GATE POST 3-1/2"0 TOP HINGE GATE POST SEE PLAN I (90 SWING) r O 29.)3" �� 0.50' 1 F TOBEFIT4D L I " U r#, 1 ! ,� + : •.(1..r)c5 * •. •♦•♦♦�'. 4��i•�i♦♦♦i+• 4, •%♦ +..441V+%!- a k , /, ,` + +i+ � ..- ' u`:♦ ` .������ SCH.40 PVC w ♦♦+♦♦ CHAIN r L 311j:SEE ♦♦+++ l�+'y.CHAIN .� ► / 1 12.41" ��/ +♦++♦+#++�►'I ♦.+++♦+ ♦ ♦♦+++++. ♦.+•4♦+++♦♦♦++♦♦♦♦♦++�♦i ♦♦+♦♦ �► ♦ ♦♦#♦+ - MAX (REMOVE)♦ ,♦+ !.♦♦♦ FABRIC •it''♦ ++#♦♦�♦+ r I ill) 01 FABRIC ♦# .♦+♦♦ ; + Li_ I- �+♦•STRETCHER • i1I�I • +i+ ♦ 185" BASE AND COURSE AGGREGATE SPECIFICATION+ ♦� ' FABRI11.l r' FABRIC ,.+♦+#+ IttGiSEE --r10.06" - i I r ,BAR ♦ r • a�2,� M c��++♦♦ V ❑ ♦�♦�♦�♦rte I ►++♦+♦+++++++++♦+':++++♦+ +♦+ ++j BAND +♦1'.♦�♦+♦�+�.+♦+♦++++++♦++++ i j♦♦•+♦ PLAN +++++♦011 + BAND ♦o��♦+#♦♦+++ I ♦♦+ PLAN BASE AGGREGATE SHALL HAVE 100%FRAGMENTATION. +i+�+�+i♦� +i+i♦i+i+i♦���•i#i+i♦i♦i+iii`i�!i♦i+i�♦i +++♦i+i+i♦;�i♦i♦i+i+i+i+i�i�++��i+i+i♦�♦� ��+�+�♦�+�+ ♦�+�+�♦�+♦ i�+�'�y++�+����+�#�# I ♦ ♦♦♦ CONTRACTOR SHALL SUBMIT LABORATORY GRADATION TEST RESULTS FOR APPROVAL PRIOR .♦++♦♦♦♦♦+ I ♦♦.+++y.++.♦#♦++.+++++.+++++..•+a+♦♦ e> 4.N..�+♦# ♦+++++ ♦♦♦�♦♦+# I Ike/� ►♦♦+#++++♦♦%+,,.++ 1, STRETCHER CATCH BASIN CROSS-SECTION CATCH BASIN S I D E VI EW CLOSING CAP J♦+Q� `�++ �+ : +�►`�++ +++++ ♦+ ++� .,.+ TO START OF CONSTRUCTION ACTIVITES,LABORATORY COMPACTION RESULTS SHALL ALSO BE - I ♦+.♦+ ++j+♦+♦+++j+++j+j+j+j+++++j+.� + .: ++++� TRUSS RODS�,r4►♦+♦��+iI +j+♦+♦♦i+# ++#++♦# .♦♦+♦♦+�.. I BAR �♦�+ #♦♦+♦�♦♦+♦♦+#♦+♦♦� �� iV++ +�♦i#♦♦#+♦#♦+*♦+♦+#++♦♦.``:.r • �� +�#"' ��+� ��+ '> TRUSS RODS N\N'! 1k +.+*' SUBMITTED THAT DEMONSTRATE A MINIMUM 0.30 VOID RATIO FOR THE COMPACTED ♦#: - .••• 1 ♦..._ . .. '`7� vim: 11 STANDARD TRENCH DRAIN AGGREGATE. W .\ �� f �\\i\\�\\v \,\\/\\i\\/\\�\\i\\v\\��T�' \\\\\\\\\\\\\\\�\\/\\/\\\/\\/\\% \\\\\ 1 \\/\\\,\\ �'\\\'\\\'\\BOTTO�\`' ;\\'\\<� i 4 SCALE: NOT TO SCALE COMPACTION SHALL BE ACCOMPLISHED WITHOUT THE USE OF VIBRATORY COMPACTION O i / / / / / / / / j / /\•' , / / / / / / / / / / / /j / / > ,/ / / , BOTTOM / // BOTTOM HINGE /\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\//��: 'r /\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\// /\\/\\/ /\\/N \/\\/\\/� \\/ /\\/\ TECHNIQUES. (90 SWING)> . >\//\//\//\//\//\//\//\/\/\/ /� ,r/\/\//\//\/\/i\//�/\/\/\/\/�� //\/ /\i . .;>//\//\//\ HINGE> \ /\//\/ v \/ /\/\/\/\/\/\/� /.�//.�//�//. \ \/ .4.., `\�\ \ \ / . ' \ \ \ [ 0� AGGREGATE SHALL BE COMPACTED TO 95%OF THE STANDARD PROCTOR MAXIMUM DRY \\/� . .S>,</..c._\\/\\/\\/\\/� . " �\ .:11"ROUND SECTION /\ \ \�/ i \��• 3 MIN. \i j \�` 9 \' '%\j 3'MEN. /\ /\/\/\ \ \/\ DENSITY. /\\�` \\/\\/�\ 18 \� /\/ � ,\\/\\/\\/ SWING)\\��. /\\/\ ���: `.` \\\ .c/ 12"ROUND SECTION \///''.-.�j/ j�:- /j\///�//i%/:%/%�/j�// �t j� -- PROPOSED TURF PAD\\/�\\j�\, 12"ROUND SECTION \,\��: \,\\ \�� ,\ FILTER FABRIC SPECIFICATION < z 12"ROUND SECTION FILTER FABRIC SHALL CONFORM TO THE ODOT SPECIFICATION FOR TYPE 1 DRAINAGE FABRIC FINISH GRADE PER THE 2002 STANDARD SPECIFICATION SECTION 2320.20. r ) L._ DOUBLE SWGATE SINGLE SWING GATE OF ARTIFICIAL TURF V STANDARD CAST IRON TYLER STANDARD SERIES %OF PARTICLES PASSING %OF PARTICLES PASSING z FRAME AND COVER U.S. SIEVES EQUI NO. DRAINAGE COURSE/ LEVELING COURSE WITH REMOVABLE TURF DRAIN ROCK Q O NOTES: AND SHOCK PAD COVERING 3-1/2"0 TOP HINGE - W 2-112" 100 >11 MI' GATE POST hol-SEE PLAN (180 SWING) 1. ALL CONCRETE POST BASES SHALL BE 10"MINIMUM DIAMETER, .k. .. . .,- • :#4. i�;4. .4t:-):.,. f 9i(vW1 " co�� UNLESS OTHERWISE NOTED. USE 3,000 PSI MINIMUM. - - ii -v v - 1 112 90-100 4" • • 2. ALL POSTS SHALL BE SPACED AT 10'MAXIMUM INTERVALS UNLESS35-70 J J D ♦+♦++ ♦♦ CHAIN ; OTHERWISE DIRECTED BY THE ENGINEER, ►1+ ► 1, • 1, • 1' • 11I 111:4444.1111:41111:i 1" 0 15 100 '- PROVIDE PANIC BAR HARDWARE ++#♦♦ ♦++ +++++ I I • s e�+ ,,,, ♦♦+ LINK +FABRIC 3. TOP OR BOTTOM TENSION WIRES SHALL BE PLACED WITHIN THE . ` Q WHERE INDICATED IN DRAWINGS ++4♦�•�+�i I4♦+♦+++ FABRIC 44 AtI BAND LEMITS OF THE FIRST FULL FABRIC WEAVE. -/% ••'1 f '• %� 3/4" 90-100 r ++♦♦♦♦*+#++�1� ' I +• . SEE 4. ALL MEMBER SIZES ARE I.D. \\�\\�� ' •'+(\ \\\� w I� �V � ,� u Ivsj PLAN5. FENCE FABRIC SHALL BE SECURED TO GATE FRAMES WITH \/ /\ ,. y \ 1/2" 0 5 20-55 �.J �r STRETCHER �+ . +i♦i♦i+i+ �• • { WATERTIGHT PIPE PLUG ♦+�41 I $ $t( :$$3I ♦#♦+ KNUCKLED SELVAGE ALONG TOP EDGE '+ \ 3/8" 0-15 ❑ iI- F,r,BAR ++1 ! moi+♦+♦+++ 6. DETAILS ARE ILLUSTRATIVE AND SHALL NOT LIMIT HARDWARE �\\ ' MIN • \%\ #4 0-5 ♦+#+++++♦� .'ice:♦# TRUSS ROD+��.�.� +♦�.+ DESIGN. \\ \, 1r + 14 �s \\ } +•:,-;,..;4L - - 7,,v w•„ GJJ■I #�!��+i i 7. POSTS&HARDWARE SHALL HAVE THE SAME COLOR FINISH AS THE %\\�' ' 'I m /\\i i\int \\i\\i\\ r. FENCE FABRIC, UNLESS OTHERWISE NOTED. \\ \ice 1' �' \\ MINIMUM OF 6"AROUND #16 /\\ • :\�//\\ BOTTOM HINGE .. ..j\�//;\/\ 8. INSTALL KNOX LOCKS OR NON HARDENED CUTABLE CHAIN FOR ALL \�\\/\� I�'I CLEANOUT #50 //\/ , \//\ (180 SWING)./ \ \, GATES PER FIRE MARSHAL. \/\ \/�/ \/ \/ V \/\/ ' ,/\/N 3 MIN. ' \/\\ \, ,\\ \\ �� w� 1� \ NOTES: \ \ \ \ \ \ \ \ ,\\ / /� N. •1I 1. ROCK SECTIONS SHALL BE TESTED AND ACHIEVE A MINIMUM PLACED AND COMPACTED //\�/7,/i:/A ice//��/q;\•P' •� / \\�ill f1. \\\• i\\ \j� \ / INFILTRATION OF 0.2 IHR. NOTES FOR PANIC BAR HARDWARE ON SINGLE OR DOUBLE •�/� l / 2. BOTH ROCK SECTIONS SHALL HAVE MULTIPLE FRACTURED FACES PRIOR TO PLACEMENT 12"ROUND SECTION SWING GATES: \�` �i � •'11 \� AND COMPACTION. 1. INSTALL 42"PANIC BAR(SILVER)ON 12"HEIGHT MOUNTING %\�'1� •*�1l Al %\ PLATE THE WIDTH OF GATE(SILVER). /�� 6^/r Pe \� DRAIN ROCK GRADATION TABLE o SINGLE SWING GATE VW BREAKER BAR 2. INSTALL STRIKE BRACKET ON STRIKING POST. .. �1,�,�1�/ 0 NOT TO SCALE 3. INSTALL KNOX BOX OR KEY BOX ON OUTSIDE OF GATE PER ' +. \\\‹ FIRE MARSHAL. y 1 l • 1 .._,,,i " ',• ' .• r co! NOTES FOR VEHICULAR SWING GATES : I •• w imil I \ F- 1. VEHICULAR SWING GATES TO BE DESIGNED AND • ca d' MANUFACTURED TO WORK IN TANDEM WITH SPECIFIED GATE l 6 ► 1 i ' 4 • 1 4;41 \\3 J f \!rIOPERATOR. -- n n n n`.4 . • • -d d- ! f \ (4t a 2. PROVIDE SHOP DRAWINGS ENGINEERED BY MANUFACTURER FOR APPROVAL PRIOR TO CONSTRUCTION. / d CONCRETE ENCASED WYE 3/4"PEA GRAVEL cl) 0 �p PROF FENCING AND GATES N \5��� �I�� Fss/o SCALE: NOT TO SCALE 0 CLEAN OUT IN ARTIFICIAL TURF O , `LN 4� U 9 NOT TO SCALE N Q 78628PE l s Digital Matt Lewis U CO '21.01 U 0.5" BEYNON BSS 100 ALL WEATHER 3"COMPACTED ASPHALTIC CONCRETE, �i-18" - (N ' gn*tufeEllQ1 . 0: iO, LEVEL 2, 1/2"DENSE, PG 64-22 -9/J9l'✓. 0 9 2C \G, TRACK SURFACING, BLACK. REFER TO #4 REBAR(2) FINISH GRADE T • `�.* NMANUFACTURER SPECIFICATIONS FOR 3"MIN CONTINUOUS Q HAW 0) ) �� `. ,' etMP■ INSTALLATION. �� v c�imp w fir �I , � f RENEWS:12/31/2022 ci ItI 1g 10 441Pdtgrilfr' EXISTING AC SURFACE �. �� �� 8"COMPACTED 314"-0"OR 1 1/2"-0" •.6„ `. / /� // ./, ,.• \, \\ \\ • !`* `� :�. -�- 1 CRUSHED AGGREGATE BASE COURSE '.. -�\- )\/ \- CONCRETE PAVING UJ ct �� `~_N i�- ` k + .11.90;74..:-.:...�1 I-.! --'_11 I_I I DATE I 0112812021 0 ' ��' \�\' ��' C\ EXISTING BASE COURSE �- = =+=�= ,,. AGGREGATE BASE ROCK DRAWN I MAW /\�/\�/\/\//\// \ /\/\/\/\/ WOVEN GEOTEXTILE r. _ _ � •-. ii 0 /\/ /\ SUBGRADE MATERIAL //�/// / //\/ =iii_1=1101.7 _11MIMII*1I I L o SUBGRADE MATERIAL jratr4 11II1=1*��"tl _ DESIGNED MAW CHECKED IMCL ' 0 SUBGRADE / PROJECT# 122015500 o TRACK SURFACEASPHALT PAVEMENT SECTION CONCRETE MOW STRIP IJ J SHEET TITLE CNI 8ii, v o SCALE: NTS 6II SCALE: NTS SCALE: NTS Q_ DETAILS o m n, �{ SHEET NUMBER N U - 0 0 Q C .S taM 04 . 10 oW CI_ i� LAND USE# E 8 0 4.1-On MIN. N FINISHED GRADE DIAMETER 21 '' SET TOP OF FOUNDATION 1'-3%" 6 1 Ir BELOW FINISHED GRADE FOR 6 1 H F,- . �"a I— ARTIFICIAL TURF (SHOWN) AND a S _�T TOP FOUNDATION 1 1 " BELOW FINISHED GRADE t N GP4511 FOR NATURAL GRASS APPLICATIONS. Ig i —1 d m G7 LI' 4 4 J 4TIESINTHE '-'3f ' 11 i ; `� TSPF MER ❑ 2 - _ _ TYPICAL DRILLED �Z ¢ ' - --- 4 CONCRL l E PIER F-- 2 0 _ � ' I'-2w � �l Nt, J 60_ ! v J o dTYP #4 TIES fit 00 4- 4"—7 (14) VERTICAL #6 EARS ; - CIP MOUNTING PLATE ASSEMBLY • , =11 II_1 (SEE INSTALL INSTRUCTIONS FOR DETAILS) r a 1— (6) VERTICAL 16 BARS -III= 0 I- 71117 7 NOTES 1 LII= ITS I 1. DESIGN PER ASCE 7-10 - 1 5mph (EXP_ B) 11=1 , ffi CONCRETE SHAW MEET THE FOLLOWING, LL I- . 28 DAY STRENGTH = 4 CGO si IIN. . WC RATIO = 0.46 0 ❑ " c. AIR ENTRAINMENT = 5.5 +/-� 1% J / 3, REINFORCING BAR SHALL MEET ASTM A615, I. GRADE 60. w 0 "' 0 4. MINIMUM UNIT WEIGHT OF SOIL = 115pcf .r..1 0 5. SOIL INTERNAL ANGLE OF FRICTION USED FOR I 4 DESIGN w 26 DEGREES 4 TIES 12"13,c. 4 (� 11 ± . MAX.. UPRIGHT HEIGHT = 3 NOTE: PROVIDE (2)-#4 1,\' ..-s--,..., `�� MAX. INSIDE WIDTH = `-4° TIES WITHIN TOP 5 OF < Z 'A 8. FOR USE WITH 6' OR 8* OFFSET GOAL PC�'STS, CONCRETE PIER, a EQUALLY SPACED. ` / 9, WATER TABLE ASSUMED TO :BE '-D" BELOW \ ; / GRADE FOR FOOTING DESIGN. -- (14) #6 BARS EQUALLY �`` ° a LL_ , 10:COMPACT.SOIL SURROUNDING FOOTING TO 95% J Z SPACED, AS SHOWN MODIFIED PROCTOR. ANCHOR BOLTS . xx — > ❑ 0 SEE ABOVE (6) #6 BARS EQUALLY = w SPACED, AS SHOWN CO i Ct I� DETAILS f -VERIFY FOUNDATION MEETS LOCAL CODES AND C J ❑ Q 1 E Tl L. E I f�1 -SIE SOI PROPERTIES O MUST MEET(OR BETTER) —I 0�// THE DESIGN PARAMETERS LISTEO ABOVE < < 12 ❑ PROPRIETARY AND copaimJ 'AL SCALE NONE -FRQ$T I EP7H AND/OR 1R WATER TABLE DEPTH r/ THE WORmATroN C-(tilAWED w MS Mom*a NE 0 J PaDP61rr Cir seORTs D sPM+unEs RAD —\1 MAY HAVE AI ADVERSE EFFECT ON THE ABOVE WIDEN PfRIA1S4dN of SPE1RFSFlE1D s1aEC7d4knES Is DESIGN, SITE SPECIFIC DESIGNS ARE ALWAYS V PRCHOIED, RECOMMENDED, �••�•� 0 I 1— 1= Project m� SFDGPRH—STANDARD D�w4 NDATIDN DETAILS FOOTBALL GOAL POST (FLATE MOUNT p Tigpimi—jFOUNDATION DESIGN �j 7I j��( �f ' VEN ASCE 7-1C1 (1 5 phJ E}i 4JStIRE '9" ROTA!I1V INGED) �j P E I J SGOep WARNINR�7FIE ALIERATiOfq R)F 11 .k{A R,IAL f#i Drrnwring IV ca_ lar ApY.WAwY,.V�1L:E5S DONE U IRTMA EC"F O O • �> IIMIII NC IH,,: A COMPARABLE PROFESSIONAL, .LE. ARCHITECT FOR Project No. IN ARCIIITECT. ENGINEER FOR AN ENGINEER, LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHTECT OR LICENSED SURVEYOR FOR .A i to LICENSED SURVEYOP. IS A VIOLATION OF THE NEW S 0 1 YORK MARCFH 12, 2 tt} AND EDUCATION CLASSLAW I ISD aASOICER 4� �0 5 Z 0 40 GOAL POST FOUNDATION DETAIL ITE SCALE: NOT TO SCALE up w in O N 0 ul 05 LI Q 1— di di 173J ze I— W Q O N \��,�� oFFss Lo C:0 mac' (cNG4NEF9 %� 9l UI ('V Q 78628PE . al Matt Lewis U CO 0 .28 r r tUEa9tdl12021.b1:,.' 08 ab' o N ti 5t.co X-- '/44, „ '2:z° C: in 0 O N TyEW C . N RENEWS: 12/31/2022 1 LJJ oDATE 10112812021 o DRAWN I MAW • x a F— DESIGNED I MAW c3 x 2 CHECKED I MCL 0 a L.n i o / PROJECT# L 22015500 N W SHEET TITLE 6-3 TIS CL DETAILS III O N Q- cio SHEET NUMBER co o W N U LI 04 . 20 O• X ` / ,, R `. 6. r;�' ;\ , '� STANDARD NOTES: ENGINEERING FIRM / / \ \ \ * LIMITS OF WORK NOTE: SEE SHEET C7.1 FOR: CARDNOOLEGENDerCiiN----% . 1 r, ,,_ x� I /1," ��� - \ \ \ ` `.l CONTRACTOR TO COORDINATE LIMITS OF WORK WITHIN THEIR SCOPE • DEQ&WASHINGTON COUNTY ESOP NOTES CONTACT: MATT LEWIS, PE\ r ��-,"~ �1 \ \ GRADING, STREET&UTILITY EROSION&SEDIMENT CONTROL NOTES ima � 1 lljt J 1 \ •TO MEET INTENT OF EROSION AND SEDIMENT CONTROL PLANS. • ADDRESS: 6720 S MACADAM AVENUE, SUITE 150 p �� \\ \�.. .9 • EROSION AND SEDIMENT CONTROL BMP IMPLEMENTATION AREA OF DISTURBANCE �� _ ` \ \ \ ,� \ PHONE:503-419-2500 d S \ \ ,__ __Iit-___-•=. ��� -.\\ \�`� ` \ ` \\,`fir FAX: 1-503-419-2600 SCALE: 1"=40' EXISTING GROUND CONTOUR(1 FT) 199talr- cr 5 ti 114 /, I \ \�\N. \�`�\\�� \\ \\.\ - 40 20 0 40 EXISTING GROUND CONTOUR(5 FT} - -200 - a_ m c "...-"'b Ai/ I I I I-I 11. - �� \�I�•� �� I 1\ �" ��R�S�` ORANGE CONSTRUCTION FENCE i� in .•• , - � ••,..♦ ,' , ) , I I I P RATIONALE STATEMENT _x_x_x_Y_._x_ iOT 20 IAT 79 IAT 19 N ES'WE6"E 604.49' IAT 17.. 1 \ , I ���♦1♦!. -,�'` ` / f fA ..,„ \� _ _ TREE PROTECTION FENCE o 0 0 Q - o+o �-�� \ A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES(BMP) OPTIONS BASED ON DEQ's W 0 _5 cq _== 1 �� ��`\ _2�s - (TYP.)© ., *' ��� + ����I/ GUIDANCE MANUAL HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT CONTROL PLAN. �� ! :• STAGING AREA cn \ lr ` := ♦•♦a. ��� I �- - 2�6 J / JP i,...-*/'.:'... � �=` = / °';� �' SOME OF THE ABOVE LISTED BMP's WERE NOT CHOSEN BECAUSE THEY WERE DETERMINED TO NOT Z v // �� ���==� 'IS /i� �6. 1`\� 1 141$1111. J EFFECTIVELY MANAGE EROSION PREVENTION AND SEDIMENT CONTROL FOR THIS PROJECT BASED ON J / =�`� 41"♦1 < \ \ 1 \ J .. SPECIFIC SITE CONDITIONS, INCLUDING SOIL CONDITIONS TOPOGRAPHIC CONSTRAINTS,ACCESSIBILITY TO ,-��•� tY w �- /• �► �_♦1 ` � � ~ 'i \\ r • • AO' THE SITE,AND OTHER RELATED CONDITIONS,AS THE PROJECT PROGRESSES AND THERE IS A NEED TO INLET PROTECTION 1 0 0 a tat�•' / ` ♦+11 ` \ �1� \ a1, /` // • � ••+ ! REVISE THE ESC PLAN,AN ACTION PLAN WILL BE SUBMITTED. ��~� �- I- •Q kk ` 1♦1� \\°\ 11\ t1 /", / DRAINAGE FLOW DIRECTION t, / INITIAL MAW IMIN Oat \ ,, CONCRETE WASHOUT ❑ / �' ' \ " *��- // ' PERMITTEE'S SITE INSPECTOR. MARY WISER J o / • ••�Q_.,� ' �. // 4 \v \\\\\\. , �, ��• �' // COMPANY/AGENCY: CARDNO W C\I / Ili- , � ■ � / �!I Ivy / .�.r:' ��`Z�r`�, ..,_/ ry 5, ) 503-200-3221 +'1 r., •./ 111 CONSTRUCTION ENTRANCE . �..., . L.L `�1 PHONE: . ,/ ��\ / 2Z ,‘kili �II 1 / // FAX: 503-419-2600 1�r+4���!�' '�' ❑ / . / // 1 1 1111111 / // tittp"+-.: k•_.:,A1 / E-MAIL: mary.wisera(7cardno.eom J (� // IIt♦� / ©��P} I - -\ 11 ll I I�I r 11 / / DESCRIPTION OF EXPERIENCE:WASHINGTON STATE DEPARTMENT OF ECOLOGY CERTIFIED EROSION& I- ui Ct / ♦♦♦ /I i . // 1 I I I/1I1I I I I I� // // SEDIMENT CONTOL LEAD(CESCL)CERTIFICATION. CESCL#CWT1$-1616 W / ♦ / 1 / 1 II I I I I I / / EROSION CONTROL NOTES J I-- / - / -- I / / 1/1 / / INSTALL ORANGE CONSTRUCTION FENCE SEE DETAIL 1 ON SHEET C7.6. ---- // 4 ♦�♦•� / / �1 I / / / / / NARRATIVE DESCRIPTIONS W/ ��� �!;,,, ♦♦♦ / 6 1 / / ' foiliiiiJ I f 11 1 / / 2 INSTALL CONSTRUCTION ENTRANCE.SEE DETAIL 2 ON SHEET C7.5. / / �� ,� ��� 4IVIN 1. / SD / Tj „ / / / EXISTING SITE CONDITIONS J J 1 `�����` \�� ®���♦♦1�♦♦ � • r� / _� �I /// ////,//`I // / INSTALL TYPE 5 INLET PROTECTION SEE DETAIL 3 ON SHEET C7.5. / ��� �� ItA♦11•♦ ..- o�!" -. 41,1, I SO / / / / *ATHLETIC FACILITIES, TRACK AND GRASS FIELD © Z �' O / �. �� ••11•11 :~'����' '�. / /l �l////// �/ 1 // 4 PROPOSED STAGING AREA FOR MATERIAL STOCKPILES.SEE DETAIL NO.810 O Q Q '� ♦11�'� i�`a•� �r.��r / �; l THIS SHEET.STAGING AREA SIZE AND LOCATION SUBJECT TO CHANGE AS AS / •� ' ♦ ♦ ,), �� *•'irr '.- ,/ // /�#///ry / DEVELOPED CONDITIONS v'•` ♦111.11P / 'rr►..1:i..:! `,VIIR"' / ./' 4��1♦11♦ . �/;- �r�i.wo�}�, / / 4 REQUIRED BY CONTRACTOR. -- 0/ • Xt..4 ,. �`'..+ / / // i .�r�ry�.fi / / * REPLACEMENT OF GRASS FIELD WITH SYNTHETIC TURF INSTALL TREE PROTECTION FENCING AT THE EDGE OF EXISTING DRIP LINE. ❑ Q (f�♦ / ti / � / ti� 5 ARBORIST SHALL PERFORM SEMIMONTHLY(TWICE MONTHLY)SITE 711P-A,,,:it,tip \ I iiIli■♦-y ry // i i Z = % ;��... 1 1 / //7�vo4< / / NATURE OF CONSTRUCTION ACTIVITY AND ESTIMATED TIME TABLE INSPECTIONS FOR TREE PROTECTION MEASURES DURING PERIODS OF ACTIVEOV z 144440: ��111,EI // , / SITE DEVELOPMENT AND CONSTRUCTION, r CO ♦ '%11�� - _c // A,. // / o +CLEARING (JUNE 2021) B INSTALL ECO-PAN CONCRETE WASHOUT PANS. SEE DETAIL 7 ON SHEET W / t, *GRADING (JUNE 2021 -JULY 2021) C7.5. rr� Iii. �w �^ �� : / * UTILITY&FIELD INSTALLATION JULY 2021-SEPT 2021 Z ♦ . / TRACK& FIELD �� N. -.4/ / / ) 111♦I�t / , / // / * FINAL STABILIZATION (SEPT 2021) Q Q 0 ♦111♦ / , TWALITY MIDDLE / ♦♦1 I* /// j 1 / •1♦i1� .J',- . },•• / / TOTAL SITE AREA = 678,079 SF = 15.6 ACRES CO W SCHOOL �1*■ '! ;�'/ /,�` f / - ~ Ii **Pt C:-.', , ; l !�I�r / // /+ = ( / // / TOTAL DISTURBED AREA (ATHLETIC FIELD) = 140,753 SF = 3.2 ACRES• w }- 0 0 �1l� ;� / �° J. /// . /�//// / // / // „J ❑ * 1t.?1#1 Ct / // / / / / / U♦1 I F / ����/ // ' 'F:{'I // / / �Gi.�ll� F FURTHER INFORMATIONVl V OR U THER _ ` ♦ ;, I r / / / // / // / 1 1,•4 ON DESIGN CRITERIA SEE UJ I- H CHAPTER 4 ar CLEAN WATER ���� �, /I ' CI / /i/// / / / '25� WI* SERVICES EROSION PREVENTION ��rC, 4$ / ' /117 ,�: / / /� L / /: , /r♦ AND SEDIMENT CONTROL a'►♦♦ ♦ Imo. 1♦� , i I /// / ;,, / / y, • ♦ � / I �- �- -� - - .- ` ` r AN AND DESIGN MANUAL L i*4 !4i4 ♦ �_ % 111 ` / ` _ �r / �I+„� ;H`'� � _ - - � `_ - -- - - � _ // � 1 PLANNING m ♦1• / / '( ' �` - - - - - - - ` � / 4. uA♦ /1 r o tic a:• :J. •' - \ M � -� �L+`S•.• ,,111/._ ♦ \ '.•J:- \ • `•N' �I� P i - .• Via' r/ / :'�:•:•� :•:'•�::'• I r V �► / I !� �� /iiiii iir- s - riii//• i ._° / / r '. - 1. - r I h kis*./..:-N.-.4=iiii.iitA-Asitit . . i -- - -- -- -./ . i ... i / /// ////// 1 u // I � / } ### i -. `. . AVAilit.../ / -,/ .././ ./-/ :.•-::''.:'.'. .:'.-.:.':: ::::..;...::.'..::-.':::':`;::i:;•'`:.:i:'''::';:':';::':r'/:.::r':'r.:.:'r:.'''_:' .:''_:•:.'::'ir1':'i'1.' 1I . r♦ + r r. • +♦+ +• .•• • r• .•• •• •. .. +•• •• .+ •' •r + • ♦M I NIM UM -'44411111 i : I..: . _- / // 1 / 12" OVERLAP OF SEAMS. Z ••:..„I_, 1--,„ 7' 1 / / / �r a / 17(' I / / /. // - +,r s 39' + • + + . . + . • • • + + + � . r r ♦ + r + r + ♦ rr + rr SEE NOTE NO. 3 aR /4 / I I so/ // ,I ///////r//////r/////////r/ ////// UXIYmo : ' ' .4..4%4... . ° • • . + • ++• , + + r + . + 4a .. • ` aaaa '/ / c. I I 1I I1 �, S / • A / / //1/• : : : : : : : :': : : : : : ' ''• x:' : / , f %%% %%%/////r PARKIN ' :::'':'':' :' :''•:.''::.:' ' :•:•: ''::''. . , lir ". + ° + + • F ° ° ° • + « + + // + 4 + + ♦ + • ° 4 + + + .� .4.***,..4.4.4 i.+ r a 4. t a + a + ♦ ♦ • •+ a•+•♦0 4,+•. •+ +♦ ♦ ♦ •+ . • iii II / , l'\(. i> \ \ 1 + 1 1 r / ,1 f Q ' / ll \// I ii- / L4-.4,4...04to . , + N : \ © // ,r l rrr/// //// /. /. /r// • • •• • • may/ r 1�� / p.. '"l : '-"-' -":'.'I'.':':': a ♦ • a ./ +.r + + •+' + + + a •+ + a .. . * -+�+ ' + + • •+ + + • ♦J ti I ✓ f % / �:; ..,.,.mss Il,•ll .. I a . + / / / // / /////////////)(///////////////// • • • \ + + + + r ! + r + 4 + r r f ♦ ♦ r ♦ ( I 1 x IF ♦ s, � � � / 1 "5 //r//////r/r.///r/r,l`:` 19J1 I T I •1 r,, + '-^; +IIIA=ii»ui � r • ( ` II 11 r" I- :.:.•:�.::.:.:...•:....•.:.,:.' _ ._ � J amu, J. �a PROF ........ . . a. 1 x ♦ / • - �241,- _ _ � - - - / // /r//rrrrrr////r/r/r ////r//rr///r ///. ::•': .:: / o.iii-I I i_ i T Inim= l�I I_I! H L�f1 . 11 1 II I-III F� FS k v♦ z._ / / / ' `'` � //////r//// r/ '. •- ..' :' / 9..9 � �S/Odd �rQI ,�1.�. •.-�_1 a / rr/// v//r. / // /r/. //// /Y/r. .Y +* _ / - NE�- 1: - _ // / moi• „„ . :'\ : ..4 ••' ' 255 7c:tai \'\7856t i;;; _ :• ' :' :' :' :: : . / I 11 I I i ( _ i. . . . . / r // /r r � rr I �'It o .�_ - i 2021.01.29 / r a \ - �f _ PLASTIC SHEETING -ature cxr u $ i l �� !I d16L,. 1�7 72 y , ..,.v .,.::.•� ..,Io�a�'a• _ s ,.. ' - I / r , N K •Ire:':• s`"; ,%��' +�s '•+•*t*fr1F•✓ -+R'.�r,e `e%.3_.'�� ., 1. SS 8" • 8,15• 8TrS5 --- Q 5 " 3 � F# _ f �'`� SS�� �8"55 \ $"5� I �855 1 8" / 8�5 - - - - - 6(k' / O �9 9N. 0 9, 2 \ c'f'- 41V,EININ, I _ U s. � / 4illm / • R...� ° I- �� 1 /� 1 / /_: / / / \ \ / / ^' m ui "4 -' '/ r / / / / ��ue9nTo.l "e I 1 N• // / // err �_ - �.��`= \. \ Lej3� s^ f RENEWS:12/31/2022 F- N _ a'.'T _f / i © \ \ ti o / / / / /. �_ \ / NOTES: / o ) is, ry - _ r; I ti � _=.----.74-,-----7:7 - • - 1 1\ \ ::.•. • / `' / / / - 1 f� ` ` �': // 1. MINIMUM 12" OVERLAP OF ALL SEAMS REQUIRED. �/ `` \ 1 �' ,•.• ..�• // !� 2. PERIMETER SEDIMENT CONTROL BMP TO. BE INSTALLED A MIINIMUM OF 3' FROM TOE OF Z .. cv 1 4- i /. ' • - - - - = - !o ` 1 'N : •'',:;a l :'{ �/ y ./ / / cn DATE 101!26!2021 0 I r\ : :{:'i,: :,:•,,',:. .:^Y•;;:• :: ,:.•"" `•"'�11:4 \4.0K*!K\\\\\\\\\\ , ,\ \\\\\\\\\\\\\\\...,.. \\\\\\ .90 \ 1 /- ,:•••#i.+' (,- r _ _ _ ' _ _ y a`> U ':':'`'"'" y N N �il�'� / POND /-I / "' STOCKPILE. x /`':':::. �.' �.•• •:.-' . :- . ,. :. . RI ." I / r: / / `-' .I • - h l/- - - jJ i; -. \ 3. COVERING MAINTAINED TIGHTLY IN PLACE BY .USING SANDBAGS OR: APPROVED EQUAL ON J DRAWN MAW w / ' / ti ' -':-' �.'. ' ' I 65f��� �J / / •. , I f �l / ROPES WITH A MAXIMUM 10' GRID SPACING IN _ / / / •,r -L 9�1. "DIRECTIONS. V;; -::: .:; I' } \...•:•::::;:::;::::;:;:;;.;: T f �iP� \ \ I f - / 4. PLASTIC TO EXTEND MINIMUM 1' BEYOND TOE OF SLOPE. W DESIGNED 1 MAW g 6. ::., •:.-•: .': :::•.:•.::•:: • PRE-K / / / •// / :' ' • I S 1f 1/ ,� / =;r _ 5. AS APPROPRIATE, BMWS SHALL BE INSTALLED TO ,CONVEY WATER DISCHARGE FROM I i ': :/ :�'.....,...;. .{'. •'.•1 1 l� � \ / / i 1 I CHECKED I MCL :'•::-:::::- %: ?::'':':::i:'•:..• m-: •:..:::::: ��, I / �/_i ,i�l / / STOCKPILE AREAS. LL M = I '• :.• 1 -:::. :'': BUILDING �� / �1 ! / / ': . 7�:'::..•.:':.: ;..:;:: .`:'':.::'::'.. . r� ./ t .v-z ,/ i r / l l 7 �� PROJECT# 122015500 1 ```• :•'`•:`•' :'':`: / �� / ft) ry 'y� `9 :':•� ''•.: a• y SHEET TITLE • Q ]6"0 .S../.':•'.J.: .•:••• 41V' - / +.. / // / / 7- •-- 1 J / PLASTIC h �" ESOP EXCOND FIELD N• o ,�f. ��r ::•-:-?-:%:-:"-:::-,1•:-:'-:•1:-:':-•:-:'-:••••?•:.: .:iE: .,.r / / // ., - �� .r. L �`1 J T H E TI I V UJ SHEET NUMBER N �, .. . . ?':'::': ':::' - •,�� , / // _ / :: :•: CleanWater Services J aR -.5 � DRAWING NO. 810 REVISED 10-31-19 I C7 . 2_ 1 o . • • • E 8 SW INEZ STREET _ 45 (-7 i°' O W .. '..—N 1 __,, y .. . 0_ _:::s_,,,,...26„... .' :,:� :$ . . , LEGEND ,t1 r • 65 111 0, \ ' 0- 5 / \ \ \ AREA OF DISTURBANCE g L- CDI EXISTING GROUND CONTOUR(1 FT zss • ` = _28¢ ,, -c,92 ' ".. �� \ \ \\ T. g �gi iniiii N \ '' \ I 1 !I \ ------:,e--11<°."'. 44c' I 1 /rt--;4---:-----Z--- w\--77H1,47 \\ \\ \\ \ \''N > _ 286— _ ` \ \ \ .7....--.0..,:- � \ _ \ \ s EXISTING GROUND CONTOUR(5 FT) 200sec w 1. s� , I / 1 • \ \�\� \ \ ORANGE CONSTRUCTION FENCEi ,iii mil I I I l \N N \ �� 5' \ 1 \ • —K—K—K—y—y—x— Wr\f\ TREE PROTECTION FENCE 0 0 0 0 N ram u: --- I .i / • . .7,:,:,y, sp • 414 – _ , F\` ''. . / STAGING AREA 9 H , _�, (d LOT�l MT 19 LAT 36 1°T 17 1.-b LOT 15 [°T 1. vaa i. ♦♦♦ \ 1 I *'♦. i N I I `s.;127, . N 69•!6'9i"E 601.49' _- _ \ p r iii ii ♦♦ \ © , _•..4 .. ( 1 ,V ./ U -.•• Jao i / lr IllVj V V \/ \ V V V ' / Op 1. ....IN •IN--.. it\ tati....th fli , / �♦ �� ♦. \� 275 © "r.. •-___„,.:......,2 . / "��� • ' r:::•:•:�:::.:=:::•;•.::: • INLET PROTECTION i 1 ''S�♦ •�� �� "v♦♦, -,",„ ,...-- A. ,, .....„ �\i\ 1111 f� �. 44 � J ` = ______ __,'\� �7'1 •:**-: +•/• y .. - ,+;• ..i. / / ..:".1:.14.V..i ap re •// 3'/ `..-.-:-..-.--- - r_.16.•• .: // / MT' DRAINAGE FLOW DIRECTION ❑ r��� ____ _ ___ __ • .4... . _ .. 11111 .- - ♦ri1♦ r.,..-0• ._ / / 4\\\\*---- ---- `', \ ''\, '_. / , / / .� r:.:.: C• 1 \ ♦ , � \ 1 / ~' / CONCRETE WASHOUT CCNDi 5 y .r; . 1♦ 13 \ \ L.� / S;yr''' CONSTRUCTION ENTRANCES 111 0. 10114. "404010:4111 Wil�1.•�r•.■�� ❑ ��� ♦ •( \ ,\\\ ' / ` : ' ,'jY `_ :::. BASBALL: •0".!•-•04.04e0*:tailmW ---J U 1101 1� w \ \1\ \ / / 1 FIELD J ill — ,'.N� ■• // S.. 0 / \ \ 111 / / • .} •• `• .F •r :x.:.'.. •t '�.. / i.l ■ / r \ 111 1\ / ; . �--�� PROPOSED STRAW WATTLESLL —"—■—NI-••^IR—'"" _ 4, • �1 ® / // / \ \ \1\\I\10 // // / // ;' %;1 .":;':. �/ / •' :o i -4' / H m 1--- LOT` / ♦♦ / III ill i / • • / 1 I 1 • • :C f ' . `���. /- / ��� / I i ,1111 III / / • :. J �. / I 1 1111) 1011 Z t /Ij441 / % � / Ili 18 l ,l / r A♦♦ r+ / Ili 1i�1�; / / / / * LIMITS OF WORK NOTE: 0 ". ��♦ \ e♦�j♦♦j♦• r�� `. fil / I -' / I / / / �5 CONTRACTOR TO COORDINATE LIMITS OF WORK WITHIN T�1ElR SCOPE �J J �'�I ♦1L♦!t. s,�%�. '�� ��+` ,'�. © 1 /l� / o/ ♦♦ ♦�j ff ,�, s�� `, 47 ��/ / TO MEET INTENT OF EROSION AND SEDIMENT CONTROL PLANS.♦♦ Iii►i♦ • �".w'i •k -;���r' /h / / U Z y, 3".----• ( ctilit /-1 / '*444ar 1\ 'I'44';'''' ' / / / / 4 1 STANDARD NOTES: o \ \ ♦ �U / A /'// /,�0 , / / / / Q SEE SHEET C7,1 FOR: 0 -,I♦ �j110j/ I //// // / • DEQ&WASHINGTON COUNTY SSCP NOTES 0 D Ow \ ** �j4�11♦Ij�! // .i",.` / �, / / / / • GRADING, STREET&UTILITY EROSION&SEDIMENT CONTROL NOTES w ♦ 4v♦1� -/`•,'/ / 0:- • EROSION AND SEDIMENT CONTROL BMP IMPLEMENTATION 1 • �:j:. //• / / / / ,' b IAT 6C >- ❑ 0 ♦ ♦♦%4♦�1� I /�� :' 1 / / 0.' H 0 TWALITY MIDDLE ♦1♦11♦1 / /. �� •• ^ J Ct SCHOOL ♦*ji♦♦�•�I,♦♦ /�i�f,l„�, // Q / \ ' U Q Q EROSION CONTROL NOTES C� — C� ♦ /4) I I /' �/i ///'/-/ // / // / // 2b A 1, 1� MAINTAIN ORANGE CONSTRUCTION FENCING SEE DETAIL 1 ON SHEET C7.6. ♦ CO � /' //// / / / = MAINTAINCONSTRUCTION DETAIL } Ij , ' / �-� ENTRANCE. SEE 2 ON SHEET C7.5. 11♦ r/ I ii // • / / / / / ' fir• 2 ------"---. • '♦♦1♦ �� ot / // / 28 , �-•' MAINTAIN TYPE 5 INLET PROTECTION SEE DETAIL 3 ON SHEET C7.5. ��♦♦♦A♦ �� -- /I ♦4� _ ://,fi „.' / // / /— — — _ ��I_�',� PROPOSED STAGING AREA FOR MATERIAL STOCKPILES. SEE DETAIL NO.810 r1♦�v�♦♦♦1♦7♦j l/♦♦♦ / , >� / — �` -- ----- •_ _ — — — — // 4 ON SHEET C7.2-1.STAGING AREA SIZE AND LOCATION SUBJECT TO CHANGE **1**,..-4-litt#47:‘::•41,111 ♦1 : . : , . ' / �fi-4(1• 11,, AS AS REQUIRED BY CONTRACTOR. / II ...w .„,, .�• ,-- .:.., ::....•. . ::.. ..•.:• :•.:..... : .. .:•:'.. ..:.: .:•.:.:..•..'..'. ..:'.. . :'.:'.-.'. : .'::.:'.':'..'. \ •:♦ ♦ ♦ ��.✓ / •.••...:•.• :'.:. :• • ••... ...: ...<. ...:.r..•.,...•..• .'..'' .. .. .. ,. •. . '' ' :. :. •: ': ' .. . / MAINTAIN TREE PROTECTION FENCING AT THE EDGE OF EXISTING DRIP LINE. ♦♦ 4� ♦ ♦ rte, - / 4 � �� to♦ 1 ♦ N h / ! :'' : , .�” ...' .'..'..'..'.. ..'..'..'..'..'..'..'..'..'.. ::'Ir ..+ ARBORIST SHALL PERFORM SEMIMONTHLY TWICE MONTHLY SITE ♦ / • • N / • • • "i i i i i/ir: ' ';.:'''��:':::�'::�:':��:�:.:: •�.::;-:.:.•'':.:•:::::.:'�;�:•:;:': :'::.:''-:•::•:'•:�>-:-•::-:•. INSPECTIONSFOR TREEPROTECTION MEA RE me �� �� .�►'��l+� f I If .///+� 1 �//i i i i //////iii/i i i iy/ `� � \ / 1MEASURES DURING PERIODS OF ACTIVE ��� / / rr/ ��� �� ; it (' /' /' /J'//r/rrr/r////r//r//r//rrr. \ / 1$• / SITE DEVELOPMENT AND CONSTRUCTION. z * ��� ■■ \- ,r. j / / l �! � /r////rrr/////rr/////////////rrrr. 1� o ■'� �i / / / / *A. / i f , r'...'.,• 1 } " ' MAINTAIN ECO-PAN CONCRETE WASHOUT PANS. SEE DETAIL 7 ON SHEET . / / // /� �.-.. .'.' 6 /// }'.•.:••'.;.,':.:';'''.'''.'..'' w,,, 0 / / / // ////r/ / // //r/iv/. //rrr/ /r/r 1. ;: :':.::;'.::;'. 1 w / i/ _ 1 1 r, /r r.r/ r/r/ , r..' '..:::'::.•: INSTALL STRAW WATTLES.SEE DETAIL 4 ON SHEET C7.5. I J / ` //, � � / rrr/ , ; [ b JI. 1 d////i _ •� / //,•rJr � INSTALL5 i- �\ / r //// / L TYPE INLET PROTECTION WITHIN TRENCH DRAIN CATCH BASINS - f / `y '.:,.-4;'.,'!.' :rrrr/// ///rrr. /////r/r/ rr/r .�t� �:•:' :'': :.::�::-.. .. 8 /r/rrr,..:'.' � �' '.'.�' :'.'.'.'.'.'. .'.'.'.'.'.'.'.-':'..'..'..'..'.'.'.'.'.'.' UNTIL PROJECT COMPLETION. EE DETAIL N H 9 / / /////r r////rrr/r////r///r/r /`� :. .:..:.:..::..:.. ...;._.....,,:...,.: ...;....;.:.;.:.:•_...: '.':•:':•'.':•'.':-.':•.':•'.i•'.':•.':': 0 S 3 0 SHEET C7.5. o / _ / 5 . I / /I / / / ��•• f- AUXILIARY / rrrr/r//rrrr,/,//////////////// /' - 1 /// ° +�1 •.� /rrr/ rrr/rrrr/r///r ///r. :'`'yL' COVERTREN HDRAIN R NDTH P RIMETER / �!!P'f r/r r r r r �:'.��':1':-:'�:.�:'.�:-.':-.�:':':::':'::��:�'.:':��'.'::�:'::•:�:''',. .'..'..'-.'- i C A OU E 1= OF THE TRACK WITH l 1 / r PARKING :: / / �/ , 1111 // � f 1111. . � �- // / / / /, ///,,,,/,/r ,///,rrr/r///r/ff/////rrr/r/ J :•:.•... g [ FILTER FABRIC OR PLYWOOD.CONTRACTOR SHALL VAGUUM OUT ENTIRE / I % /// /r/ ,// /. rrr/ J/ rrr/// r/// ` ` '.':, ,;.. �1...:.:....:.......:f I / ////r. *'� ,.. . .. ..' . .. .J'-:.:;:'.•:. '.•; ! 4 TRENCH AFTER INFILL INSTALLATION. / \ / // ///rrr r / .1111 r//r //rrr /// rrr//r;:.'.'' .. ;'.;'::.:'.: :,'.'.;..: :.'::: 1 / I) \ I / / rrr/ /r/r/ r/// /rrr. r / rrr © / •1 / :• //r//r. // I / /rrr //// r r/ r////, ,,... / / _ / \ ( / / / I !1 ,::'/ '•,`::•/////r.1 /r/'y/,/�•/, rr/r J,.•1/ r//l( -„ ,/,. '.l - .,y � - -'�j - � •r•• '•"•• , ! 1 e ��'' .-' / / 1 ''•'• ... ///1//_ ///Y 11.•1.'.,./1/ //,'f/ ///T , .. .r.:.:'.: . 6., p ////J r r// J/ '/, /r// rrrr/ : :'.•'.:-':: :-':: -. :-:.:f :::=:r_;...':. '.:';. / �,�D f R OF�c / / 8 / / \ •_�__•_�/////r. rrr ,.. :.. r :. ;: �F, ss rOrrw� 4p*, _ • \ / // // / \::._ //////. rrrr (/r// r/// ///r/ /r// rrr//, : r. r. l�1` / �Cti F �J'9 `� / :'�1/rrr/.� /rrr) /. / .'r 1111 +� r////. .':'`'::':'. ... :: : .'..'. . ` •�i •� _Iris. . / 1111 ::':::/ ///rrrrrr/// rrr//////rrr//rrr/rrr �.. .. .. .. . �' . / /••, •� 78 P /rrr:' >'.>:'. :''':.':''.':''.:'::''.' :>': =` w Z "VA L �� x � * / � /_ �: • -- _-- -- %// /// �-`:.�/�r//r r////r///�r/r////rrrr//rrrr ..•..>�.•.'. '.:'. .. ',. '. .',. '.'.'.:'.'. . . '.'.'.'.'.-�'. .'.'.•.-.•.-.•'.-:.'.'.'.''.�.::....:. ...:....:..;.. � � ' �� �� �� / / //rrr/r///rrr//r //r////rrr//rrrr// /.:: '.'.':. .' .'....'.'...'. .. '..: .'.'_.'..': l x / 2021.41.29 ``` // /// \ //� //////rrr/////rrr1111 :':- :' ':: ::: :'::': :::'::'::'•::':..:::':':':':'::1: _:..,:::'. C f1'ly R ( x ♦ ` -- // /// :- r//max//r//rrr/rrr/r/r r//r////r/.,r r -..•..•..•..•..•..•..•..•..•.....•..•..•..•..•.. ..•..•..•..•..•..•..•.:.. ...•..•.:.. . / �RE �.3 1: f d' �� / 1111111111 .../>...../............)‹...../.../rrr ////.: t- :'' ':''• :• •.:'.::'•;:::'' :'::' ''_ • •:'_ '.'•:':''::'•':'•::'•::'•:'•::'':'''•i:• ':'''' ” v I k ►�. '� ;, ` / / // �.. �'```"h rrr. /r/ r// ::://j r/ ///r' :'7y �_ :'r:'.:''"''. /X \ Y . ♦ ® ' • 1 / / ` ////r -'LI / i' J / J 1 / / :.:14 .',•.',•!•:•- f V.,°,fiMATE-,.°E.ON J�/;/ •1QO`♦ �� 40111Hz / // .'l // //// /////7�/r / t. .. '/ J rl .1�' " r:: :- •'.. OF SAHITPAY SEW ER 4Nf / O ,/ - '• N `d11/j. .. \..F1 /..\.. \ / y-•'' vauuTs '7 \�\ 1 �; VP _ _ i / /� / /�/ .:�✓'�-: '':•:'�•:�.-•:'':�-.••.-.•-. .,.,...•,•.,;.,..,;.•. •..-.•:•'•;'',:�'•:•:::'.'•:, 6• /' jr Lill ! YF 3' °]• , �'- {•:': :':- •' ! N 89.4 '' U [WI 1 [W [W] +� ��1\ e. x ,. i"d xL:.�'. � '' +=' • `�!s%`C::� 6:`,�'" 'r g,. t ...• '1'1. .'j �� T+ RENEWS: 12/31/2022 g •; " // •4_/ / / / ® \ e, \ 1 11 �, 1 1 ` ® ��. / / / -7T,_ � — — — — — - —_- / DATE t 01/28/2021 cnif) :1••••. '' / / / / / ■ !. nx \ \ '•' / // // i '�' — -----..:±..-1=-,4-r--------,` �\`\ / DRAWN 1 MAW rr:. ` j. / I .- • // •' _ •_ k \ • \ '.:.::..t..- I• .: I / / / / l '� \ / W DESIGNED MAW \)\ ( 1 ...,..r:.,:.;1.,...,:.. . .. .. 1 F °I I. • \ '�'. `:';'� ' •: , .�,I' ...:':':':::k. . :•`:. i l / f// • • ( 1 1 / O CHECKED J MCL Q / :".r':; }'': 1 •mow lICC \\\t\\`� (\v.\\\\\\\, \ \\\\\\\• \\\\\\\\\\\\\\\\\\��xo h ` y•"iy;r• I I :;.:;.'•• f j / ( •I / ^ e~ U '' .�.":::';':•'''':: r,,.# ., . ,:' [ �"�� I \ I / I / I _ 1 1 1 r , PROTECT# 2201550D y = ' / _r ■ M \ \ / 1 I• • - • • - • • • - • - • • • • SHEET TITLE 1 :I / /- / x _ ESCP PROP. FIELD cv \ / / SCALE: 1 –40' U I / W ca \ SHEET NUMBER . N. �� \ UMB ,— / .e•Im� Qin, /_/•,..i.,-- zi / / .-- / o __ ci40 20 0 40 1 / 1 II ` .... C7A. 1 / \......:. —r,: E N iE� 4�P / `_ J i / \ • • • • • • • . • • • Q t; LAND USE# 0– i E 8 . c ti E. �•♦ ./_ 1 [\. • I,u�:l ll bio lo1:9 \ .07 18 Ib0T17 C4 I 1...14-6 Lops lona lf • Iv�� L` \/ v - '''. "....:111i.' o— ` C.4)4). // \ ` ' V �/ \23171 /' \/ 9 , ZZ g /-, ,.,•.., O Iltillii CV lc0 Tr ♦�*�4' �I� 11♦ •mow 7 .... \ x.�:M as �� ',..--.:-=:...,7.,:‘ .., , * ! US 1 ♦ :ter'• K . 4. _ CI) 5 S a •♦ 11* ./ ... „:„...,..4-. ..,...-..:„„:5 ter _ - ., ,••. - �i . 4p,„. `:..e:� �•�- • 1 •fir V "-•••••,: •-•...;1--.:*,:-.. . .;-.7.•••-:',.:*"1:Y':.'... ..••SOFTBAI-E.::,•-::.' .:.!,::%,. .....'::-:.- I 0 I— 2 c If S '," I Iii♦ v1 �s,. ���� itlitio%k"---.., • �, 1! 4u1tc'C� ����w,��• ,ii ::---.,_ , J U cy S ••••P f* I �T W E , '/ FF Fiii T ♦11' \ w It U) 0 0 1♦1 m r•0 ��• o ��� 0 i 41*1 Pi cV • 1 0 r <, I 1 I 0 ..4%-411.44' oiik ° — ~ = Lor • *I TWALITY MIDDLE ♦�11��♦� fy�,•f*; SCHOOL ♦ fr������♦♦ rNibio. Q z Aviv it k .,� `I+ Niblip ( 1 z ;1/ O _,1 /,• J z 111 ♦ % , O 1,*1c. �;+�ui.� 00 /41"44 1�nlr it/ �1�1 O r f �� IPP '-' W �,♦1♦♦.�♦' X1 r {. ♦` 4,/NA �� z 1 ct 4�♦♦ ♦♦♦♦1♦ 11 r j� �/�C, i0 Z 1111w. **,1***♦ 1�� .1;11.7L".". .....___ _„„.... 2.. "' Z < C I a-I< 1— F—C-9‹ r 111! ....4,*Rforttrigi*Aisti- 44%440 / , . ' ft" -44 - *41-404ttleWAI : cb 7q- , , • &/it..."`... < 7 n ■ /401%, 7 L-- • •t../I C I 41 -wall03 . .i:- I' j • -.W4**7411 -'-: , .?..• ��T 5 0"- ..,,. / : .„,. ..,,, ,, ,... T•Z -� u •li ` pisiJ1 ' ,11-#., ..-:: /s r.,__ t * AUXILIARY ■ j*jtettistIr. iii. 44074A ' 'F{ PARKING t.- .A_ it �� .1....N: ■� ± # " 4 / 02%4 : / GENERAL LANDSCAPE NOTES: RI 4' ;"'`` '1/4 /iya 0 1. LANDSCAPE PLANTING SHALL CONFORM TO THE STANDARDS ESTABLISHED BY cn *is ��.. • -...,........,-...,-,• THE CITY OF TIGARD DEVELOPMENT CODE. LUa tilt \ . marl'': „.- *` .' 1 -;;N.;-=:! E ! r + • "I , • 2. ALL MULCH AREAS SHOWN SHALL HAVE A 3" DEPTH OF BARK MULCH. W O ** '**'*:_**=:-00 v sio %A. '�• 0 %`1"` ' `). 0 / / 93. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL `'*I**`'`� • ` SUBSTITUTIONS FROM THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. l- w�w*i1 r r .T '1.'1' �`/ \ l,' .,......�.�:::::: :ter. ��..s #- PLANT SUBSTITUTIONS WITHOUT PRIOR WRITTEN APPROVAL THAT DO NOT W— tiii rf 1 141 47ilk 4,. .,.,.1 ' ." l ..�wa 0252MERIERCI5t'i r`• ., .I, 1,�•,.s1:4",f:kli i..t:1.ri==- .. ::::..:. .:... Of ti :J• L *JAiF:k l t 41 Ja:� .i: • -21.4.0.6, �r COMPLY WITH THE DRAWINGS AND SPECIFICATIONS MAY BE REJECTED BY THE _ ��,, - - �..-... • �.•`.; r*. .yam. g 5.: I � E '$'�"t � .M :-, ..;;;.,,f.:.? %; SA t•" 0 F LANDSCAPE ARCHITECT AT NO COST TO THE OWNER. THESE ITEMS MAY BE0 ,, • F ..;; :.'•:.:...•.:.. REQUIRED TO BE REPLACED WITH PLANT MATERIALS THAT ARE IN COMPLIANCE "�0 Aal. i : ;: ��' - — —,� WITH THE DRAWINGS. 1ST J 4. CONTRACTOR SHALL RESTORE ALL LANDSCAPE AREAS NOT ON THIS PLANTING O 475(9„7/./12 PLAN BUT DISTURBED BY CONSTRUCTION ACTIVITIES TO PRE-CONSTRUCTION (N 00 CONDITION. * Czi -- z t"" oar OREGON j C 11/18/11 �� r C7 L;IPE Age' I RENEWS 11/30/21 E V �_ a11.1 DATE 101128121 P. DRAWN I BFS c U Fp J T ¢ I— DESIGNED ! BFS UEs mi CHECKED I MCL d :=) h/ PROJECT# 122015500 a FOR I•�•PLANTING PLANS AND LEGEND, SEE SHEETS L1 .01 AND L1 .02 W SHEET TITLE O N FOR TOPSOIL NOTES, SEE SHEET L1 .01 PLANT SHEET LAYOUT Q FOR GENERAL PLANTING NOTES, SEE SHEET L1 .02 06 SHEET NUMBER ti C "� N d f SCALE: 1"=40' E o r O� "' d 40 20 0 40 W o jai d it E S rnc r O -rrl o zg ix CD LOT 21 LOT 20 LOT 19 LLOT 18 __ _ ] LOT 17 TOPSOIL NOTES: bIlli cv \/./ ./C/7� 0 v:.r \ \ �'i. O �r o • 1. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AN ALTERNATE . - plc ,� D° NUMBER IN THE BASE BID TO FURNISH AND INSTALL AMENDED TOPSOIL IN ALL LANDSCAPE L9 u8a ' * /+ BEDS AND SEEDED AREAS AS SPECIFIED BELOW UNLESS OTHERWISE NOTED. AMENDED '1k gi + + + a + + + + + + + + + + r + + + + + + + + + + + + + + + + ill ' + ` * ` ` ` * * + + +•+ + + + `•' + ' + + + ` + + + +•` + + + + + + >Ifidiii* TOPSOIL SHALL INCLUDE ALL NECESSARY FERTILIZERS, ORGANIC AND INORGANIC '. LL : + + + + + + + + + + + + + + + + + + + + h + Y + h + + + + + + + h + h h + i + + + + + + + + + 4 + + h 4 + 4 + -��• +•* + +• + + -- + + + ++++++`+`+ + BASEDON INDUSTRY STANDARDS FOR EXCEPTIONAL PLANT �• • f4rAMENDMENTS ;�.� i �r �++++*++++*+ +•+ 4 :�� � + ++'+`+++`+ + '`� DEVELOPMENT. Q o + + + =^.. + •++'+*++++*+ • SCARIFY ALL PLANTING AREA SUB GRADE TO A DEPTH OF 6". INSTALL&TILL IN 2" < c)i +` `+++++ 7 + `+++4 + I• , LAYER OF AMENDED TOPSOIL INTO SCARIFIED SUB-GRADE AND RE-COMPACT TO 95%. Q CV + + -4++moi •1 + + + + I z ❑ + • 7. + + + + • PROVIDE MIN, 6" DEPTH AMENDED TOPSOIL TO ALL LAWN AREAS. U F + + + + • + + + + + 2. IMMEDIATELY UPON BEING AWARDED THE CONTRACT, THE GENERAL CONTRACTOR SHALL • + +'++ * .....''''''i.%1 ` GO COORDINATE WITH A STATE LICENSED SOIL LABORATORY AND THE LANDSCAPE 0 o 1 . •• '• + ++.+*++ _ ;_ _ - ARCHITECT, TO DETERMINE THE SUITABILITY AND AVAILABILITY OF THE EXISTING SITE 0_ I- ;. �' , + +++++,++ •l TOPSOIL. THE CONTRACTOR SHALL SEND THE RECOMMENDED TOPSOIL SAMPLES TO A • �4►6 SOIL LABORATORY FOR ANALYSIS, STATING THAT THE TOPSOIL IS TO BE ANALYZED FOR A +44 ,4+4 ,-,T.',..::•:,-7 '` /ii� LANDSCAPE CROP. AFTER RECEIVING RECOMMENDATIONS FROM THE SOILS EXPERT THE . /1"��'f�� CONTRACTOR SHALL FORWARD A COPY TO THE OWNERS REPRESENTATIVE AT WHICH . *,•��y " ` . y ' : . �� TIME A DECISION WILL BE MADE BY THE OWNER AS TO WHETHER OR NOT THE EXISTING • _: _ -: :�:�� ON-SITE STOCKPILE WILL BE USED FOR TOPSOIL FOR THE PROJECT. .♦ .' : 3. IF THE EXISTING TOPSOIL IS TO BE USED THE CONTRACTOR SHALL ADD THE ♦ w* RECOMMENDED AMENDMENTS AND FERTILIZERS AS STATED IN THE SOILS ANALYSIS T Q ♦ ALONG WITH ADDITIONAL AMENDMENTS AND FERTILIZERS LISTED IN NOTE#6 AND#7 J� ' ; BELOW. *, 11 F- -! U • 4. IN THE EVENT THE EXISTING ON-SITE TOPSOIL IS OF POOR QUALITY(AS DETERMINED BY �•- • ♦ P "` THE SOIL ANALYSIS) OR IS UNAVAILABLE FOR USE, THE OWNER'S REPRESENTATIVE WILL • ''..::.:. ::::::,:::.....-::::.,!. ..t. �� 1 i MAKE A DECISION AS TO WHETHER OR NOT THE ADDITIONAL COST ASSOCIATED WITH 0 _..._ Z U. Ct H' 1`r IMPORTING 9" OF AMENDED TOPSOIL WILL BE ADDED TO THE SIGNED CONTRACT //�\■j �.•,,:.:, AGREEMENT. � ■ 0 o . , 5. IF AMENDED IMPORTED TOPSOIL IS TO BE USED, THE GENERAL CONTRACTOR WILL BE z into .;.: .-;_:_-_-:.:- • NOTIFIED IN WRITING BY THE OWNER'S REPRESENTATIVE AND THE CONTRACT MODIFIED • I' �'; ACCORDINGLY. TOPSOIL SHALL BE OBTAINED FROM NATURALLY WELL-DRAINED SITES Q F. J .. WHERE TOPSOIL OCCURS AT LEAST 4 INCHES DEEP. DO NOT OBTAIN FROM BOGS OR -.I O .' MARSHES. IMPORTED TOPSOIL SHALL COMPLY WITH ASTM D 5268, WITH A PH RANGE OF 1..L. O .. 5.5 TO 7.0, FREE OF STONES 1 INCH OR LARGER IN ANY DIMENSION, AND ANY OTHER .. EXTRANEOUS MATERIALS (ROCKS, STICKS, RUBBISH, SOD) HARMFUL TO PLANT GROWTH. V . O /. AN ADDITIONAL SOILS ANALYSIS WILL BE REQUIRED FOR THE IMPORTED TOPSOIL. = (C.-3 1♦ g/ . 6. AMIt* ENDED IMPORTED TOPSOIL SHALL INCLUDE ALL NECESSARY FERTILIZER AND AMENDMENTS PER THE SOIL ANALYSIS RECOMMENDATIONS. TOPSOIL ANALYSIS SHALL 1• STATE ORGANIC MATTER, INORGANIC MATTER (SILT, CLAY AND SAND), DELETERIOUS z < z ♦♦ MATERIAL, PH, MINERAL AND PLANT-NUTRIENT CONTENT. IN ADDITION THE REPORT SHALL — ♦.• . ALSO STATE THE RECOMMENDED QUANTITIES (BY PERCENTAGE OF WEIGHT, I.E. 2 LBS OF ....1 V , H \ 15-15-15 PER 1,000 SF) OF NITROGEN, PHOSPHORUS AND POTASH, NUTRIENTS AND ANY •♦ 4 ^^ LIMESTONE, ALUMINUM SULFATE, OR OTHER SOIL AMENDMENTS TO BE ADDED TO 0... J z ♦♦♦ \ PRODUCE A SATISFACTORY AMENDED TOPSOIL. CONTRACTOR SHALL FURNISH REPORT 1♦ AND RECOMMENDATIONS TO LANDSCAPE ARCHITECT FOR REVIEW AND WRITTEN W < 0 ♦ • APPROVAL 30 DAYS PRIOR TO MOBILIZATION. D (9 04,.. ♦ �'`� 7. IN ADDITION TO THE SOILS ANALYSIS RECOMMENDATIONS, THE LANDSCAPE CONTRACTOR < iii I- H • P'• ♦ \ / SHALL ADD 1 PART (2 " LAYER) OF APPROVED HUMUS MATERIAL TO 2 PARTS AMENDED U 0 00. TOPSOIL. SUBMIT CUT SHEET OF HUMUS MATERIAL (CERTIFIED FINE COMPOSTED YARD J ❑ **Irtkis•i.P. . \ DEBRIS TO LANDSCAPE ARCHITECT FOR REVIEW AND WRITTEN APPROVAL PRIOR TO " O� .. ... � MIXING. 0 � � ❑ tlit 1.1.1 /� %Iiiiiiii7 Q 12 � 1CD 8. PRIOR TO PLACEMENT OF TOPSOIL, SCARIFY AND LOOSEN SUB-GRADE OF PLANTING BED Z Q ® •♦♦♦♦♦ . AREA TO A MINIMUM DEPTH OF 6 INCHES. REMOVE STONES LARGER THAN 1 INCH IN ANY Q ♦..♦. . ? DIMENSION AND STICKS, ROOTS, RUBBISH AND OTHER EXTRANEOUS MATERIALS. REMOVE J �" �--- ♦. ♦ ' / 4 . WEEDS FROM EXISTING SUB-GRADE AND TREAT WITH NECESSARY HERBICIDE TO PREVENT i= a WEED GROWTH. SPREAD HALF OF THE AMENDED TOPSOIL MIXTURE AND WORK INTO • ♦•♦•1 �� UPPER LAYER OF LOOSENED SUB-GRADE TO CREATE A TRANSITION LAYER. AFTER LIGHT m . #1#°# ' / �� ROLLING AND NATURAL SETTLEMENT, PLACE REMAINING HALF OF THE PLANTING SOIL ' y MIXTURE TO THE DEPTH REQUIRED TO MEET THICKNESS, GRADES, AND ELEVATIONS � 11 � �CD / ' iii � �� SHOWN. 9. THE CONTRACTOR SHALL SUBMIT SHIPPING TICKETS FOR IMPORTED TOP SOIL AND HUMUS ��ft��♦ . . 4 �, ,;•'.....ri { ;* MATERIAL TO THE LANDSCAPE ARCHITECT 60 BAYS PRIOR TO INSTALLATION FOR REVIEW ,,�..1, ` \ \ 'I /� AND WRITTEN APPROVAL. Il 1/♦� , 1111�� ��r / �/ • A�>f � w► ! a / Os ; Qa•♦.. 11 �Fr� \ ow *♦�•�� r 02 010,1 IAV LANDSCAPE PLANT MATERIAL SCHEDULE ��� / / ` / SYMBOL GROUNDCOVERS Q O O ITEM SIZE QTY. COMMENTS CD �' i . � • • ' LAWN SEED SEED 6,100 SF REFER TO NOTES. \ ° 100% PERENNIAL RYEGRASS 7-10 LBS. 1 1,000 SF 6 LBS. THREE VARIETIES (MIN) OF EQUAL - O _:�_, PROPORTIONS. ` ` �� Millie BARK MULCH ONLY < 314" 780 SF FREE FROM NOXIOUS WEEDS, SEEDS, E} / - ira f- MEDIUM GRIND, HEMLOCK OR FIR 3" DEPTH 8 CY AND FOREIGN MATERIAL HARMFUL TO N �,isT PLANT LIFE. Q �' ca . . LA759 I- O Pir \ MISCELLANEOUS ' aCO BECKY . ST CKLER �- ; ITEM SIZE QTY. COMMENTS '� El . � , N OREGON ,,s§) \ ` EXISTING TREES TO REMAIN, EVERGREEN & DECIDUOUS SEE TREE PROTECTION 0'4p�,11/i8/11 Ag "V �� CONTRACTOR TO PROTECT WITHIN DRIP LINES & DEMOLITION PLANS to . . / " 'tiIV . I RENEWS 11/30/21 o / H eL 45 ['6 Clip � +,+ W DATE 101/28121 Cl)*1 DRAWN I BFS L F H U v /I \ SL,....,:k•-•:- DESIGNED I BFS m \ \ ` / ` �j CHECKED I MCL C-2) . a o . � n/ PROJECT# 220155001 fti (-au) ` ` �� SHEET TITLE IO O CL PLANTING PLAN - NORTH O > ` / . a CZ NUMBER U.1 /� r-� _ i, II I I I I I I I I I I I I I _ ❑ L1 . O1 . 01 "' 20 10 0 20 CO LAND USE# cLi.r E PLANTING NOTES: • �•4 • % 1. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY WITH OWNER AND UTILITY COMPANIES FOR THE iI• .::__. .. •. ** m ' ,,I.,���/ ,� `F� \ 3. THE CONTRACTOR SHALL EXAMINE FINISH SURFACE, GRADES, TOPSOIL QUALITY AND DEPTH. DO NOT START ♦ ,.•. T j \ ANY WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. VERIFY LIMITS OF WORK BEFORE I- . lif*** a; 7 Qy . 4 STARTING. I sn u. 0 * �j t C . us Q ♦ .. i♦.. \ 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING BEST MANAGEMENT PRACTICES TO STABILIZE 0 • `�� •/ ALL SLOPES 3:1 OR GREATER AND PREVENT EROSION OR MOVEMENT OF SOIL FROM SLOPES. THIS COULD 0 ❑ N •. , �, • \ INCLUDE, BUT NOT NECESSARILY LIMITED TO, EROSION CONTROL FABRIC, STAKING, NETTING, AND STRAW Z a) ••.'4` O \ WATTLES. SUBMIT METHOD OF SLOPE STABILIZATION TO LANDSCAPE ARCHITECT FOR REVIEW AND WRITTEN Q .•. \ APPROVAL 30 DAYS PRIOR TO IMPLEMENTATION. i- M §/ I�1�� a • fl o ..♦•.� - 5. NOTIFY THE LANDSCAPE ARCHITECT IN WRITING, WHEN CONDITIONS DETRIMENTAL TO PLANT GROWTH ARE 0RI Li .♦..* ` ENCOUNTERED, SUCH AS RUBBLE FILL, POOR PLANTING SOIL, ADVERSE DRAINAGE CONDITIONS, OR a TWALITY MIDDLE • 1*1*. 0 OBSTRUCTIONS, PRIOR TO PLANTING- .♦ . \ ..♦♦ / 6. ALL LANDSCAPE AREAS THAT HAVE BEEN PREVIOUSLY TREATED WITH CEMENT, SHALL BE EXCAVATED A SCHOOL '.•♦• \ \ MINIMUM OF 6" BELOW BOTTOM OF TREATMENT AREA AND REMOVED FROM THE SITE. BACKFILL WITH TOPSOIL a****** O \ iiiii \ TO ORIGINAL GRADE PRIOR TO ADDING THE SPECIFIED AMENDED SOIL PER THE PLANS- i .1.. � P . `� 7. CONTRACTOR TO FINE GRADE AND REMOVE ALL ROCK GREATER THAN 1 INCH DIAMETER IN ALL PLANTING ',�ij��.• AREAS PRIOR TO PLANTING, AND PROVIDE A SMOOTH AND CONTINUAL SURFACE, FREE OF IRREGULARITIES ��... *iiiikpr (BUMPS OR DEPRESSIONS) & EXTRANEOUS MATERIAL OR DEBRIS. .♦ % \ `�/,q7.0 8. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE BEDS. I J 0 ♦ O \ 174i�F 9- REMOVE EXISTING WEEDS FROM PROJECT SITE PRIOR TO THE ADDITION OF ORGANIC AMENDMENTS AND Dw/ \ /**. r \ s' FERTILIZER. p\ rrnn. \ tiF 10. PRIOR TO MOBILIZATION THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT, IN WRITING, IF THEYv- v J�r� BELIEVE ANY OF THE PLANT MATERIAL IDENTIFIED ON THE PLAN MAY NOT BE SUITABLE FOR THE SITE OR MAY O 707 DIE. SUBSTITUTION REQUESTS MAY BE GRANTED BY THE LANDSCAPE ARCHITECT PRIOR TO THE START OF7VQ t CONSTRUCTION ACTIVITIES. IF NOTIFICATION IS NOT GIVEN TO THE LANDSCAPE ARCHITECT, ALL PLANTING Z/ �1 \ \ r `% WHICH FAILS TO GROW (EXCEPT FOR DEFECTS RESULTING FROM LACK OF ADEQUATE MAINTENANCE AS < I_ J® DETERMINED BY THE OWNER, NEGLECT OR VANDALISM) SHALL BE REPLACED BY THE CONTRACTOR AT THE _.w.] O` CONTRACTOR'S EXPENSE. ^ w,�, _.. . . i. � r � LL p♦ 11. CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL PLANT MATERIAL IN THE SIZE SPECIFIED ON PLAN r n*14e _• ..,. . \ PRIOR TO INSTALLATION. IN THE EVENT THE PLANT MATERIAL IS NOT AVAILABLE IN THE SIZE SPECIFIED, THE OCONTRACTOR SHALL SUBMIT TO THE OWNERS' REPRESENTATIVE, AND THE LANDSCAPE ARCHITECT, A WRITTEN Z�.♦.•. , \ / \ ESTIMATE TO INCREASE PLANT MATERIAL (AND INSTALL)THE NEXT AVAILABLE CONTAINER SIZE PLANT(I.E.4" Cf) ���i� �...♦. . ! POT TO ONE GALLON CONTAINER, 2" CALIPER TREE TO 2.5" CALIPER). F— s��iii,+++. rQ i 1,4 •`�♦•. .♦ / O \ ' - 12. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL SUBSTITUTIONS FROM THE Z Z *`*N 4.... .' / 1 ' \ LANDSCAPE ARCHITECT 90 DAYS PRIOR TO INSTALLATION. PLANT SUBSTITUTIONS WITHOUT PRIOR WRITTEN Q H" '�'M�' *♦.*At ♦♦,. APPROVAL THAT DO NOT COMPLY WITH THE DRAWINGS AND SPECIFICATIONS MAY BE REJECTED BY THE J C/ vs.t.,„," 1 qw a� /4:,. LANDSCAPE ARCHITECT AT NO COST TO THE OWNER. THESE ITEMS, IF REJECTED, WILL BE REQUIRED TO BE 0_ 2 WO 4:*.�'�*rr va ��i , ' ®At , , _ , .War -4111111111111, .2/ O REPLACED WITH PLANT MATERIALS THAT ARE IN COMPLIANCE WITH THE DRAWINGS. „_00 ,01. --s. Cis* wi*�y . ,„.4„,,,,,,,t. `gar 4Cw.�**'„+„„ '„* �� , f. 13. PLANT QUANTITIES LISTED IN THE LEGEND ARE INTENDED TO ASSIST THE CONTRACTOR IN EVALUATING THEIR �vv`ioti . `*• '• t,411 .310.1ointo **/ OWN TAKE OFFS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BID QUANTITIES AS INDICATED ON THE o_ ›- D�00 +' .10-.1%,"000,0i* �A 'em' �� ].JJ �N rimilo i+ /11001'101110014 41, PLANS. IF THERE IS DISCREPANCY BETWEEN THE NUMBER IN THE PLANT LEGEND AND THE QUANTITY OF F -- so 11141/ le w��i�s c. ��ii*�� *` A ` Ii!li��i44411p GRAPHIC SYMBOLS SHOWN, THE GRAPHIC SYMBOL QUANTITY SHALL GOVERN. I 60_0`Of*, ��*i's• 'iw*sem*'.S�s'#�ii *� O .:c.:. .;: i 14. COORDINATE PLANTING INSTALLATION WITH INSTALLATION OF UNDERGROUND DRAINAGE SYSTEMS. n/ • '�*�*w +.*wC�*i *�a %r4' r4,1104( 15. CONTRACTOR SHALL NOT REMOVE ANY TREES DURING CONSTRUCTION WITHOUT THE EXPRESS WRITTEN 0 < < i *i� Aloof* �� ill CONSENT OF THE LANDSCAPE ARCHITECT. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AS rn ■ '!T 4 DIRECTED BY THE LANDSCAPE ARCHITECT. V •` *�*rte fri� • ►;�ti-i e *..■ 16. ALL TREES LOCATED IN LAWN AREAS SHALL HAVE A 3' DIAMETER CIRCLE, ON CENTER OF TREE, WITH 3" BARK F-- MULCH LAYER. DO NOT PLACE BARK MULCH AGAINST TRUNK OF TREE. I. / m �I �:'; 17. SEEDING RESTRICTIONS - SEEDING IS NOT PERMITTED DURING THE FOLLOWING CONDITIONS, UNLESS JOTHERWISE APPROVED IN WRITING: _ 1.11. a. COLD WI=ATHER: LESS THAN 32 DEGREES FAHRENHEIT 4 � /. bHOTWEATHER: GREATER THAN 90 DEGREES FAHRENHEIT / ,� • •t c. WETWEATHER: SATURATEDSOIL. �=` '•`.'.. dWINDYWEATHER: WINDVELOCITIESGREATERTHAN20M.P.H.r7 " 18. LANDSCAPE CONTRACTOR MAINTENANCE PERIOD BEGINS IMMEDIATELY AFTER THE INSTALLATION OF ALL • PLANTING OPERATIONS, AND CONTINUES UNTIL FINAL ACCEPTANCE. MAINTAIN LAWNS, AND COMPLETE • 2 ' • I o ti FERTILIZATION AND WEED CONTROL PROGRAM UNTIL FINAL ACCEPTANCE. FINAL ACCEPTANCE OCCURS NO , ixi LESS THAN 90 DAYS AFTER ALL PUNCH LIST ITEMS HAVE BEEN DEEMED COMPLETE, AND THE LANDSCAPE •.' MEETS OWNER REPRESENTATIVE'S APPROVAL. WARRANTY ALL PLANTINGS FOR A PERIOD OF ONE (1)YEAR zo FROM THE DATE OF ACCEPTANCE. SEE SPECIFICATIONS FOR MORE DETAIL. •• ......-....•,. . , ,/,/oti: • a. bU - -W •j LANDSCAPE PLANT MATERIAL SCHEDULE • . ' A .* SYMBOL GROUNDCOVERS ci<ILj ITEM SIZE QTY. COMMENTS a :.”.:;--:::-..:- .--:•:.,':•.-. -'-.'-' ''.::• . "` .1 . .,.... LAWN SEED SEED 6,100 SF REFER TO NOTES. 1— a • / • 100% PERENNIAL RYEGRASS 7-10 LBS. / 1,000 SF 6 LBS. THREE VARIETIES (MIN) OF EQUAL . •il�, /l Ir_�-- PROPORTIONS. . i,e-••'-i BARK MULCH ONLY < 3/4" 780 SF FREE FROM NOXIOUS WEEDS, SEEDS, gid_ , i aiii■IIt r o • iL! L MEDIUM GRIND, HEMLOCK OR FIR 3" DEPTH 8 CY AND FOREIGN MATERIAL HARMFUL TO iST �!!_ �`` PLANT LIFE. ��'..:lu�rr•- Q 447s5(1 .?,:iii.4$ L ::—;III : :::_ :_III�IL_..._.: II� ���: _ Vii.._ —• -..'ii.. ••• - ' / ‘4 , M15CELLANEOUSz , i�mgri�!n�urlEi.:_:- i;F / ITEM SIZE QTY. COMMENTS �••� r` E-. . . s iiia_,:= = i��` • / OREGON ' . , z ''• _! •elsii_'4 • / SHED •EDF f 11/18/11 .,K\., o — • �� <; ' l f . r��'* EXISTING TREES TO REMAIN, EVERGREEN& DECIDUOUS SEE TREE PROTECTION p OR AVX .' eAI ' - o `� // alk _ CONTRACTOR TO PROTECT WITHIN DRIP LINES & DEMOLITION PLANS I RENEWS 11/30/21 I--- 061 ��� ,\ _ Ail! p „����•,� r it , \\ / ..•o =I---- i ' F ' ��4.vi� a• 1111 WVLT EVLT 4 ,�4',„ Flit=r' ��% _ p r (� ! 4. �.;` W DATE I 01128/21 coc 1 $!'IU U �HU — V (,3141 NEJ I�1� j...NI, STONE WA • .e IkA�� +:.... ' co _.1LF I RAV��I F• D X85 4 .Z. #:I1 !:� -•. •�"_ .• /. .11 I. . .•4� .w. •_a. '•�F ,• � T. rleo (( DESIGNED BFS CHECKED I MCL 2 • `'' ' -441( PIM PROJECT# 122015500 `- - ;; _. �` 11111111 inNOPARK SHEET TITLE N a PLANTING PLAN - NORTH cn C116SHEET NUMBER t . g -I I M L I . 02 `n U 20 10 0 20 W -6 il3 E it LAND USE# g md N ABBREVIATIONS ELECTRICAL EQUIPMENT DESIGNATION LIGHTING ONE—LINE 8 o 1 AFF ABOVE FINISHED FLOOR KVA KILOVOLT AMP E 4 L - 1 - 1A- P A AMPERE (AMP) KVAR KILOVOLT AMPS REACTIVE 0 0 CEILING LUMINAIRE: SURFACE, RECESSED CIRCUIT BREAKER POWER TYPE: AL ALUMINUM LA LIGHTNING ARRESTOR s g BLANK-NORMAL POWER - CEILING LUMINAIRE: PENDANT MOUNTED ARCH ARCHITECT/ARCHITECTURAL LTG LIGHTING E - EMERGENCY POWER 1 SWITCH, FUSED SWITCH ATS AUTOMATIC TRANSFER SWITCH LV LOW VOLTAGE U - UNINTERRUPTIBLE POWER CEILING LUMINAIRE: PENDANT LINEAR CB CIRCUIT BREAKER MAN MASTER ANTENNA TELEVISION 1-0 Fri WALL LUMINAIRE: SURFACE, RECESSED BUSS ¢ R VOLTAGE: 0— [Q}-- WALL WASHER: SURFACE, RECESSEDAUTOMATIC SWITCHIII a N C CONDUIT MCA MINIMUM CIRCUIT AMPS 2 -208Y/120V re----* Z 0 CCTV CLOSED CIRCUIT TELEVISION MCB MAIN CIRCUIT BREAKER 4 -480Y1277V C TRACK WITH HEADS LOCATED 4l] METER I-7 vi U CKT CIRCUIT MCC MOTOR CONTROL CENTER 5 -4160Y/2400V 1 ( ) 1 _ FLUORESCENT LUMINAIRE: SURFACE, RECESSED 0 I— c a CLG CEILING MOP MAIN DISTRIBUTION PANEL 15- 12470YfT200V 0 I FLUORESCENT LUMINAIRE: WALL MOUNTED PANEL 0_ a) 1- CT CURRENT TRANSFORMER MECH MECHANICAL EQUIPMENT: FO I FLUORESCENT LUMINAIRE: BARE LAMP CU COPPER MH METAL HALIDE D - MAIN DISTRIBUTION PANEL 0-.-0 LI-4-L .-p POLE LIGHT: LUMINAIRES AS SHOWN © FEEDER CALLOUT H_= S - SUB DISTRIBUTION PANEL !ROM PA ❑• DN DOWN MLO MAIN LUGS ONLY B- BUSWAY DESIGNATES LIGHT ON EMERGENCY CIRCUIT xxx FAULT CURRENT CALLOUTr: itj E M - MOTOR CONTROL CENTER EMERG EMERGENCY MV MERCURY VAPOR • ±. EMT ELECTRIC METALLIC TUBING MTS MANUAL TRANSFER SWITCH A-AUTOMATIC TRANSFER SWITCH 0 F-0 EXIT LIGHT: CEILING, WALL (ARROWS AS SHOWN) Be GENERATOR pae-enginCCrs Com EP EXPLOSION PROOF NIC NOT IN CONTRACT P- POWER PANEL -- BOLLARD L-LIGHTING PANEL Q EPO EMERGENCY POWER OFF NL NIGHT LIGHT CIRCUIT h-- T-TRANSFORMER EMERGENCY BATTERY LIGHT: HEADS AS SHOWN (� EWC ELECTRIC WATER COOLER PA PUBLIC ADDRESS U - UPS J $ $z WALL SWITCH: 1 POLE, 2 POLE FA FIRE ALARM PE PHOTO ELECTRIC CELL LRC- LIGHTING RELAY CONTROL PANEL $3 $4 WALL SWITCH: 3 WAY, 4 WAY EQUIPMENT W F- FLA FULL LOAD AMPS PF POWER FACTOR BUILDING LEVEL: $K $M WALL SWITCH: KEY LOCK, MOMENTARY I co FLUOR FLUORESCENT PNL PANELBOARD 0-BASEMENT $Lv $P WALL SWITCH: LOW VOLTAGE, PILOT FCIC FURNISHED BY CONTRACTOR PVC POLYVINYL CHLORIDE CONDUIT 1 - FIRST LEVELELECTRICAL EQUIPMENT r , 2-SECOND LEVEL $T $o WALL SWITCH: TIMER, MANUAL DIMMER V/A U CI INSTALLED BY CONTRACTOR PWR POWER J 3-THIRD LEVEL A DESIGNATES LUMINAIRE TYPE (SEE LUMINAIRE SCHEDULE) G PANELBOARD: SURFACE, RECESSED FOIC FURNISHED BY OWNER SDP SUB-DISTRIBUTION PANEL O 4- FOURTH LEVEL NL DESIGNATES NIGHT LIGHT CIRCUIT INSTALLED BY CONTRACTOR STR STARTER © m 6 CABINET: SURFACE, RECESSED 0 ETC. CH ® PHOTOELECTRIC CELL: WALL MOUNTED, CEILING MOUNTED F010 FURNISHED BY OWNER SV SOLENOID VALVE GRID LOCATION: ® OCCUPANCY SENSOR: CEILING OR WALL MOUNTED H = TRANSFORMER INSTALLED BY OWNER SW SWITCH 1A- NEAR INTERSECTION OF GRID LINES 1 AND A X "X" DESIGNATES DEVICE TYPE: • ® GROUND ROD, -1) IN TEST WELL = GFP GROUND FAULT PROTECTION TD TIME DELAY S: IN COMBINATION WITH WALL SWITCH I GFI GROUND FAULT INTERRUPTER TP TAMPERPROOF IDENTIFIER: < Z A- FIRST IN SERIES OF EQUIPMENT U: ULTRASONIC GROUND PAD GFCI GROUND FAULT CIRCUIT TTB TELEPHONE TERMINAL BOARD R: INFRARED B-SECOND IN SERIES OF EQUIPMENT UR: DUAL TECHNOLOGY, ULTRASONIC/INFRARED ITh.- EQUIPMENT WITH DERIVED GROUND r ^ INTERRUPTER TTC TELEPHONE TERMINAL CABINET ETC. 0VOLTMETER, AMMETER v) < GRC GALVANIZED RIGID CONDUIT TV TELEVISION z GRD GROUND TYP TYPICAL vs ® SELECTOR SWITCH: VOLTMETER,AMMETER < 0 HP HORSEPOWER UG UNDERGROUND POWER KWH E METER: KILOWATT HOUR, POWER FACTOR D C7 HPS HIGH PRESSURE SODIUM UPS UNINTERRUPTABLE POWER DESIGNATION SYMBOLS POTENTIAL TRANSFORMER L� HV HIGH VOLTAGE SUPPLY —3E-Fr ---■ f: 6 WALL RECEPTACLE: SINGLE, DUPLEX CURRENT TRANSFORMER .1 0 0 HZ HERTZ V VOLTAGE < --- > 411, EQUIPMENT DESIGNATOR SEE SCHEDULE. yy,, cT IG ISOLATED GROUND VA VOLT AMPERES c� Itic WALL RECEPTACLE: EMERGENCY,4-PLEX 1111111IIIIII CABLE TRAY: CENTER SUPPORT, OUTER SUPPORTS < W 0INC INCANDESCENT VP VAPOR PROOF ® 0 EXISTING TO REMAIN, EXISTING TO BE REMOVEDxQ V WALL RECEPTACLE: ISOLATED GROUND 0 < JB JUNCTION BOX W WATTS ® O EXISTING TO BE RELOCATED, FUTURE CEILING RECEPTACLE: DUPLEX KW KILOWATT WP WEATHER PROOF NO © NEW, CONNECT TO 0 FIRE RATED FLOOR POKE-THRU KWH KILOWATT HOUR XFMR TRANSFORMER _1 KV KILOVOLT XFSW TRANSFER SWITCH 0 NOTE * CONNECTION TO EQUIPMENT PROVIDED BY OTHERS NOTE >_m cgc* DENOTES RECEPTACLE ABOVE COUNTER DEVICE MOUNTING HEIGHTS ® t SPECIAL PURPOSE OUTLET AS NOTED, EMERGENCY THIS IS A STANDARD LEGEND SHEET, THEREFORE, SOME SYMBOLS MAY I-© CLOCK HANGER RECEPTACLE APPEAR ON THIS SHEET THAT DO NOT APPEAR ON THE DRAWINGS. M A1 FLUSH IN-FLOOR OUTLET: DUPLEX, COMBINATION CEILING GENERAL NOTES: I A. LOCATE ALL FIRE ALARM DEVICES PER CODE. 1 PEDESTAL OUTLET: POWER, SIGNAL, COMBINATION - z MIN 6" C SURFACE OUTLET STRIP: DIMENSION AS SHOWN ® B. LOCATE ALL ACCESSIBLE SWITCHES PER ADA GUIDELINES. 0CL FIRE ` C. FIELD COORDINATE ALL ABOVE COUNTER DEVICES WITH ig TELEPOWER POLE, POWER, COMBINATION o WORKING SURFACE — Lu MILLWORK CONTRACTOR. Q JUNCTION BOX (TYP) a5F CPQ ❑' DISCONNECT SWITCH: FUSED, NON-FUSED o BACKSPLASH -- 90„ MAX) D. IF APPLICABLE, TELCOM CONSULTANTS DRAWINGS TAKE _ __ 7 80"(MIN) PRECEDENCE OVER THIS DETAIL FOR TELCOM DEVICES. $oL® MOTOR STARTER: MANUAL, MAGNETIC, COMBINATION `� 0 (13 J ° ° 0 MOTOR CONNECTION 3 I 4 5 6 �6�0 Q NOTES: © El ID CONTACTOR, RELAY, SOLENOID 0 0 0 0 6 1. TELECOM OUTLET 6.WALL PHONE Pito, 0 1 1 N �� fir, I Ngo Q 48" I \ �• PUSH BUTTON STATION CD 1 2. RECEPTACLE 7.ABOVE COUNTER DEVICE �69195g 0 °° I I� WIRING CONCEALED IN CEILING OR WALL Q MAINTAIN A CONSISTANT HEIGHT N °° 0 r 3. FIRE ALARM PULL STATION THROUGHOUT SPACE 0p °'4-•Of ��� 0 0 18" — -Hi-- -- WIRING CONCEALED IN FLOOR OR UNDERGROUND N ��roa yo :e 4. LIGHT SWITCH 8. FIRE ALARM STROBE }— INDICATES INSULATED GREEN GROUND WIRE `-- FORR p o FINISHED FLOOR 5. CARD READER I I F- HOME RUN DESTINATION SHOWN 1 I EXFIRES 06-30-2022 I E F E -0 CONDUIT ELL: UP, DN. LLI n DATE 1I 01/28/21 Q °o° a DRAWN I ### v u) it DESIGNED I ### U 1 CHECKED 1 ### o r1/ PROJECT# 1 20-1916 F- e" 53 W SHEET TITLE SYMBOLS,co0— ABBREVIATIONS NDS, & N SHEET NUMBER 06 N O g 6N 0 EO . O E co CI- a_ i LAND USE# . o c 1 � � N � I I = I 0 \,,,, # FO _ T FO T w Fp f T 05 ! g FO FO GENERAL NOTES: gg � 'a° 8"SS + 8„5S N , 8`55�— ` PARCFi3 , 1 ��� - — �•5S —W A. FIELD LIGHTING POLES ARE SHOWN FOR iv____\_ ¢ n -� 8"55 S• W INw STREET REFERENCE ONLY AND ARE 1 I '��' w w w vv w w - DIAGRAMMATIC. o g 4 ~1 r Ai E:t co 100°�� I S' * B. PROVIDE BORING AND SAW CUTTING AS �' '� — , FwRTHFnPnir REQUIRED, gU a < � — -- ...- \ C. ALL EQUIPMENT SHOWN IS NEW UNLESS Z 0 oa II-8 '� 'L Li.;: it 1 1 - i W I. I 1 •♦I = 2N-1A-2:41. \\. •- U ` — �� © ��� NOTED OTHERWISE, a J0� 9 01— : -lig •1- l' D _ ___. .., } . 11 1 -- --- � ., . . , ,. 4 5-,, , , ::: a: ri,A E ., 1 I ♦ ♦♦..iit �. \� LOT 21 ��, I 10i 19 IOT 4S LOW 11 LOT l6 �� a\ ______J •`J �� 41.,„,,,, .♦ •♦•♦.� \ '� - •i i.4.Oi ii:i:'QQ::.•.y.I , U 1.♦i . 'sem \. QNOTES: Q H- :bt :: ,,r r t1 I �1♦� 1...♦ i 1. PROVIDE 20 X 15" CHRISTY PULLBOX : \�► ♦ ��' ., �� OR APPROVED EQUAL. SYMBOL [ // / •/ ♦�♦ �1��1 ♦♦j♦ ✓ SHOWN NOT TO SCALE, 1.11 ♦♦1 it 1♦ 2. STUB CONDUITS INTO MAIN / / �i• 1.4* ♦♦1� 16 . ELECTRICAL ROOM WHERE WALL (_I) 0 .:.. , i i 4 it. „,- 1 U / I. I/#o �� ,�� SPACE IS AVAILABLE ABOVE STUBS. • k / ***** ♦� ,���' HTI"G P• E* \ \ 3. EXISTING ACCESS CONTROL GATE 0 ,' 'I ss / •I ' 'H0 1O POWER CONNECTION, REMOVE W 11 ♦ ♦• if EXISTING VEHICLE GATE AND EXTEND I / Ill ♦ ♦ �♦♦ 111141‘ POWER CONDUIT AND WIRING TO = Y // / / ♦�♦♦ NEW MOTORIZED SWING GATE AS ,r)3 ♦1♦ ♦♦j♦ ��� REQUIRED. PROVIDE CONTROLS z itp 4 CONTACT CONNECTION FROM < ,. ;.0 / ��*♦ ��♦♦1♦ /44t . ♦�:♦♦ • EX1571NG CARD READER TO NEW �- / 1:� ♦♦1 ;gilt ♦ ♦♦♦ GATE OPERATOR. Q ' 3 P / 1♦�I ♦♦♦1 O 4. PROVIDE 1 2"CONDUIT AND 2 1” Z o ' /� .♦♦1 1♦1. 14to4Pj♦♦ CONDUITS FOR FUTURE FIELD D 0 8'S5 —� I j o 1♦♦ . / ♦♦11 ♦♦1♦ ♦��4♦♦ ���I rr ' �F HTING POLE RE FIELD SYSTEMS. >-- �— C� SW PEN/OK—ST/ <� r4. 4********* ♦ ♦ ♦ Wi H. W _'' I / ♦1♦4' 1 �4♦♦���+*� �1w 4 O _J IA * <.' , (V / iY ❑ ) ,-, .. 441 / 0.1*s TWALITY MIDDLE SCHOOL ♦1♦1 ♦�i♦ ♦ �•' 0 ; 1 — —7 , / 1010 At14/ / ♦w.ir / !,:i 1,2 „5 / eslo: ..**. . zo tiktir i / ' 0 1 _1 ,. ****, / / -A V- / 1:12)- i•/*********/** !tc ' ..-. ... 4404,,•****** $VIA" 1.:T ♦ 1♦1♦ ♦♦ i7° . 1 ♦ *??1* la .:1*** *♦♦ ♦1 Apt 1 ti D` /aw ♦ a�; �� 411**14/14* ♦p ,f RE •IEU• _ p.A? z .-:::: . ... it. tr,. 404, Alb 411.411*** 4 IRV 1 p ./. ,a, 1* Allit4 I/ ffV4VI/1,1 41'1. *** d / E . ** AZWOMW(FA 4 Wiik*,1P*Iel Pe_ /I HA I I Wilk 4 b ' = .,.// 0 .' -:'''''' 1(1 .. ** /0*MI4VO1.0* *7.‘/ifT 464 cr) Ili- 1111111 IIIIN1%1 41111N p.(cD ,/ 0 S lit IP* 14#W411PLO*A 1* ff4 tit 4 414 it/4 i :. .7 , 1.. e* ' W* A"*.iti,1 I.. r. ,* 1411 N K4 ,6M� . (1) ° WaT I : / 6 4 I`41,4410 riii**7, / '''' • a 1 (-% �..♦ r, ♦ ' fiiiii* /.// r* I '- C N 0 PAF cv �, Iw] ' /1 FU URE FI LD QF Q V 4� .i'.p w t�} / HTING OLE (y • B9I9rJ 0 1- .•" —,` G �� c MAIN ELECTRICAL ROOM , 1 r r ;II/�►rt I I _ / ,�io.�, © ♦ (1)G1% _ �,_ [- Cr N meq,.✓( y0$ ?,4\4kk- 0 /• ___" I ''.... L7_1, • • ' . id V" 4A— ., ..11,__ �1�♦��� -�Iliir �1♦♦♦♦♦ .1�t. ���,`-1E-2:16 C I i to �I�s 06-30-2022 ...• \ w�±'� �� •V DISCO .,... NNECT E �,� �'� ' z6 a __.r If I I I I I �► r o •moi —�. —_r%.- / w �I♦♦♦ \ / v v DATE I01/2ar21 —8"55 m� A �, �1• ••-- �' ' NDHOLE® _ \ s"ea m _,. a r... _ .I / a c „) DRAWN I JDY Nit — ~' r11 71 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ; 1 1 1 T--; / ._ RDOC CSTRE" -• w� _ DESIGNED I JDY - r (WI [w) [w] W i w W k� "",LT 1: F 7 T4:1:1. 1 w [ _ [ ] 'b j 1 I ] :� J�l '�`�=4 1' ':'4�� t5# .1.:f ai•.Ca�+�I'.: C.) C '1 _ — H� I CHECKED MFS / w ��HU OHU OHU = 4r J■l i ° r yam ' F. C EC D )\ \ },• ,I 7 } k '=$" 5 ; 8"55 8"55 8"55 * 8"55 8"55 8"55 , 8"55 r-�/ PROJECT# 1201916 a4. O '} — -� w :;_ . . h •..r I.'� *'I' "4 . �1 1 a. X141! t$ r "' '" `4 L.L� m ;, m m r Lp / ` 1 �� SHEET TITLE F_. �fPE� `' f I I • ' c . I w O ul 1 i �• f . ��GFkfftlToA H. Ao CL SITE PLAN - ELECTRICAL NCO N 7 1 SITE PLAN - ELECTRICAL 06 SHEET NUMBER EQ E1.0 SCALE: 1'=40' CDE1 0 cn 0- ' o a LAND USE#