Loading...
8048 SW SHAFFER LANE-1 r a II ...:....<..,.ri -.. ......... ....... .. ...........,v...,e.....14....1i1.1[J' .,V Ve'.... - ... � ,. n .M...d'... ..-.G.... .. - .__...._ _ .. _. .a 114 TTA IS 13. , y '. �j � 3h ........_.._..r_.....<...__..Y......,�..�.._..-.._. .,...�...�.._•_�-__.__<�.:�.�. :.. .__ _.�....�..w+.......�.........�...._...�..� ....,..r.... ._�. - - ..._..._...<......�_.._.._....-...._.......»...,�_......._.....N.� r..._��....<_ ._....�.-_<._........-._..-.......�_..—.._..___.-.....�..__•_-........�.�_- ..._._.<�.-...— - ....rte-�_ �_.__._.��..:_�_....�_�..._ ..,. -. w .IV1, P! AUG 0 2 2H? ff in I z.,a d '�`' ,ygroun /mpj v -3lALmlmb­7dm�ents, Z Li I li VA E E PVA All m � w o 9 m on PROJECT igard,, vicimloy N �o Ross FO. _KENTON lips r__- SURVEY I !I" )RM A T! OCc LIFL Ll_FL TA 0 019 ELEVATION DATUM: NGVLl 1923 r BENCHMARK: 2.- BRASS DISK LOCATION- CL:, MON ROX DURHAM do 85TH AVE. �..� F9A�l El > ST, ( - ` j ELEVATION: 179155 FEET CITY OF TIGARD BM#66 ZOA t2...Q_ I I _ WASHINGTON COUNTY BM#178 � 0 QATTI Ill - AVON _..- m ST. L N. S7' I�, . LIP" > 71m ;v �, THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE � co • pax �* ¢ azisaawoo `=''=�'�_ �.. SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND VnLITIFS SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA. �nrrr EITHER IN SERVICE OR ABANDONED, THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN � UJ Q Q r „�� , fkRE IN THE EXACT I.00AT1(*l INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS � � 1 �- > x i POSSIBLE rROM INFORMATICNN AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. 4�.1 � z d ° Lj j w 0 F..AATI�A17 � $�� � — r�°°i.av w AID ACCUR.+�C'� 57,�►TE�NT�...�...__ -�^ 1-I�yA �► PLANT ""- t"'� '-Df �' S'� ""' "' �xry DUE TO THE HAZARDOUS NATURE AND APPLICABLE OSHA REQUIREIAEMTS REGARDING CONFINED SPACES, IT IS WRG POLICY TO dX Lj < uj �• FrJlLfJMiG NOT SEND OUR FIELD STAFF INTO UTILITY MANHOLES TO RETRIEVE JEPTH AND ,SIZE INFCSRMATILiN. TwiEREFCX?E, ANY (o �• ELEVATION INFORMATION SHOWW HEREON iS SUBJECT TO AN UNCERTAINLY IN ACCURACY OF PLUS OR MINUS 0.2` OR � �` fid1X lD4 «IMMT17! �' GREATEN (DLPENDING ON DEPTH, SIZE` FLOW, AND CONSTRUCTION OF MANHOLE). PIPE SIZES ARE ALSO SUBJECT TO AN0 UR.� ,a; ? , I UNCERTAINTY OF SIX INCHES OR MORE. (DEPENDING ON 'DEP THS !NNE, FLOW, AND CONSTRUCTION OF MANHOLE). IF A HIGHER cr 49-C -- ACC09ACY IS NEEDED, THEIN ADDITIONAL TIME, EQUIPMENT, AND PERSONNEL 'WILL BE REQUIRED TO GO INTO THE MANHOLE w " 0 c AND RETRIEVE 'IBIS INFORMAT1(AIf -, CC cr 0 THE BEARING OF SOUTH 88842'31" EAST ALONG THE CENT'ERU. JF" OF SW DURHAM ROAD (COUNTY ROAD #23) AS 3HOWAN ON RECORD OF `;URVEY 26,866 AND 26,194 WAS TAKEN AS THE BASIS OF HEARINGS FOR 7141S SURVEY. `"'' C) WT 70 SOU rax uoi toxarat�eox rxa STATIONING IS LOCAL ANDA SUMMED. - - o -, _T— �-- ----?•----,., __._.._._ ....ICI, ..__— "�" .. _ A. CONTRACTOR TO KEEP AN ACCAIRATE AND CURRENT SET OF REDLINED AS, BU#'L T DRAWINGS c � L ATK MAP ON-SITE:: FOR THE DURATION OF THE PROJECT. REDLINED AS-BUILT DRAW.9N• ;`:•; .SMALL ? • ,��� - _ ACCURATELY RECORD ALL CHANGES MACE DURING CONSTRUCTION, INCLUDING BUT NOT �'� SCAM RTS . LIMITED TO ELEVATIONS, SLOPES, LENGTHS AND HORIZONTAL LOCATION. REDUINE D CWA*bN*AOfo'r�a"+..•••w«." % T NMdi AS-BUILT DRAWINGS WILL ALSO SHOW S17E RIND L OCA TION OF PRIVATE F-RAN(NISF: ow LAI'wilt UTILIIIES, LANDSCAPE PIPING AND %.EEVING AND SITE LIGHTING ELECTRICAL RUNS.' COVER ( �� 8, REDLINED AS-BUILT DRAWINGS WALL IDENTIFY AND DESCRIBE UNE'XP'ECTED VARIATIONS OF CM SING AND DRAINAGEMAN SUMS RFACE. CONDI T'rONS AND LOCATIONS Or ANY UTiLIVES ENCOUNTERED. OREGON UTILITY cm CEN9M N071ES 0071 SWALE PLAN C. CONTRACTOR SHALL PROVIDE OWNER OR OW04ER'S REPRESENTATIVE WITH REDLINED COPY OF PLANS SHOVING CONSTRUCTED AS--BU!LT aEVATIONS. LOCATIONS AND PLAN NOTIFICATION � �� SO E TM CO� M 0 PLAN CON MIM PLAN DEVIATIONS. REDLINED AS--BUILT DRAWINGS TO BE SUBMITTED TO OWNER'S 1"100.332.2344 ` � 00 �� nMAEPRE%NTATIi�'E ONE M'E•EK PNIOR TO REOUESlING WALK- THROUGH AND/OR CEPTANiCE OF SUBSTAN7,AL COMPLETION. ��.A D. AS-BUILT DRAWINGS: !, THE UNDERSI(WED, STAVE: I HAVE CHECKED AND VERIFIED THAT TF•LEEZ REDiJNED AS--BUILT DRANNCS ARE ACCURATE AND COMPLETE TO THE BEST OF MY I(N0"_E PGF < 5. �Y M- owl 0 MITE COPY. r,l {RES: 12 d ' ttp w•_.wr_.......T•w�_w._�r m.-.._w m....w,...www+...�wf.mwwa�+. _w+w...n._r_ _.........._ .«rr, wsw......w....__.".rrrwnw�rr..www.nw..r..rsr.+.www .rpt+�s.r�wwrrs..w_...r.�rrr._.m+...+.w...r.r_.._..<......<..._....w.... e"ef..warrr...-..--.......-.._r .rwwrw...:........._...w...m_.._,.........,.._.+._........-...�,_. �• ..�.-_,__<._-_�.�-,� ' Jr"" a lem DAMI o� —PROO --W----.-........_....-.w�..._.....�w.. ........�._.. _.-.w.. ..........,........ _.... .,... .,._......._..._...._.._.......... .._ 4E8$a'IED I WA ARM" .,.., ������� (�9EG� I AMR TlpatY! TllL�'!�IrlOf C�2� _ . ,, ...•' . � PR(AIFCT � (TEQllfit.Ui 121 S.& Rood. E31�e►. x.35 , lnts YV�t3�, �rt� aNl�C3 f r�'WW kf h VVRt3 + MW�C - -_�_____�_.-.-- dip�M mac! 3415 SIM ►415 W00%p ►DL , SuAe `I00 '1413 S►W �o, ti no 5415 SWI YW� � HEET TM.E Ci�rlLur, !r7a15 Std Too (50) vrf111�1d, + onL 5►7�21 f ti , ,r , pn �r CAPER SHEET (51x3)431 (ON)41�-��40 u, � _-. (503)dlt.4 �L ($tD3)431 ''' ®.: 7�)49� p "�t111�-� p >��.ET r�ln�R ( )4'11 (!0:3)41i�W (.i )4%,2@* ( )41g- {SA3�41f�-�0011r�� C,aNr�at: DM�Id 1 Cat11�c:L: > n Conn ct W r^ r e:1l: IoW Rot* f"NE �t f�IIJ1 t; ,�: Brien Lfox f21�+! .w.... ....w..._... .�..,e._...�. - -� - Uj c000 b.w-Y.nwn-._Iw.Y.�GaMy�Y.fYyy+}Wiw.rr,. O.1 Will � \ i1wM1'IMIIIIIIY'Ml1.MufM.SIM.11�!Fk.1.1.Mi1.i1MkN}II:-4....�rYW'.MY.M .WIMiII. - .MYI.'IIMIIwwMMnwmw.l..rnw af..inr.ir_`.wWa..w.oww. ilYtiYlY...+r.+r.yw�wY•w�._� - -_ _ M.M.fMMV�.MRt'.:InM:r`Mm1Mw1.<+ro."Y.V^n:w'.w.r4wWwnn.w:rm .n•.__wv.r.aw _-- `�� Iw,4w-„wr✓w... w_.+ v.s..M+wr,_r.rwnu. SYN-"iYwla fF'IYYMYMMWYIIYFMi.lYlgw '��ty1WM`�I.r.w...+-M+�w1..�u6�Y �,lwY1YYfIR.'M�w.we�RYY.: +_.M._.MY-M._uWaY/1_IWII��Y1r./YF.u1YF�.WVWMY__':..-MWM+..w_q:�+4..WYlww_w'..:.ww.W,Mlw."YY•iMM.wr ++r.....YMNw�.rr. .r ..rwa....w..n, ^+wwrw_M'MW W.-:tw�.�vVw.rw-_Y.r1Y'W�.w<•r.M..+wwrir..aF.<wr..riw..Y_.M.I_r'.vwwr:lw._r_�.w.�r'_r urlWl.p{r.wr..wMw"hYIi..JYYLLMf�I .._.._._..n__r..w.-r�,.._.^ ,�•,-� S a a 1 1 ... :............ ..:......_....... ....a..tiN:Y�.a�l'v�Yi11�JY1114,M+ ... . C..:_. .. ... to .... ... �; ,;-.y,]�' ...... i •, rrrw-�� r-�.---.....r..r ..-r.....-.� .-..-...-...wr ...�.<-...-r.� .---,-.......-.-...--_...�.._.-.-...r ....rr........-..r........�.-..-...�._.... ....__,..,.....r....-....r.r.....«......... ...r...�..-........-......,..........._........_...........................�+.......«.........ra.,.._.....n..•._...r...._..-_._ �....�..._..�,...............,..._.....�..............-................,................. _......._.....»»M.«......... ...«_........_......_.......-._..�...».-.....-.«......�_...�..,........-.....r._- ..._.......�w-..-.-..-.-..,---r.r�....r...-...._�..._� r� .r.-.r.r-.�.�rw-.-.�....... - �r �-. ` GENERAL QQWfflQLW NOTES SFECIRC WET WEATHER EROSM CQWRQL MEASURES a Y 1• THE PERMIT HOLDER MUST COMPLY WITH ALL APPLICABLE PROVISIONS OF FEDERAL AND STATE LAW, THE TIGARD MUN CIPAL- CODE. AND THE 'TERMS OF ANY AGI?LEMENT WITH THE CITY I, GROIJN0 SURFACES EXPOSED DURING THE WET SEASCIN SHALL HAVE: TEMPORARY GRASS COWIt MEASURES FULLY T 1JLL ES AF.ISHED BY Zj OF TIGARD REGARCur1G WORK TO ELSE: DONE PURSUANT TO THiS PERMIT. OCTOBER 1. OR nTHER COVER MEASURES VALL. HAVE TO BE iMPLEME-NTED UNTIL ADEQUATE GRASS COVERAGE IS ACHIEVED T4 ESTABLISH AN AI)ECIJA11= GRASS STAND FOR CONTROLLING I'ROSLtJIi BY OL:'f013ER 1, IT i5 RECOMMENDED THAT SEELING iND MULt' 'ING ' , sz � 2. THE OTYS STANDARD SPECIFICATION FOR IRAFTIC CONTROL. IS "MANUAL VN UNIFORM TRAFFIC CON TlROE- D£VIt:fES FOE? STREETS AND HIGHWAYS", t.1.S_ DEPT OI- TRANSPORTATION, OCNR BY SEPTEMBERSEPTEMBER1r N. ��t���' tt° FHWA., 2003 ED. .44 2. HYDROMULC'H SHALT. HE APPLIED 14111.1 GRASS SEED A7 A RATE OF 2000 L.B./ACRE. ON SLOPES STEEPER THAN 10 PERM4T �i0E 3. TRAF"F"IC CONTROL. SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH THE CITYS STANDARD SPECIFICATIONS AND, ALSO, IN ACCORDAA�f.E NTH A CITY 3 NYDRO,EEU AND I�ULt i SNAL!_ BE APPLIED Willi A BONDING AGENT (PONDER). AE�PIJCATION KATE AND METHODOLOGY TO BE IN SPECIFIC) APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED 1RAFFIC CONTROL PLAN SHALL BE AVAILABLE AT PiE yWfa'r X AREA. ( ACCORDANCE NTH SEED SUPPLIERr"irCOMMENDAl1CyNS. a 3. DRY, LOOSE, WEED-FREE STRAW USED AS MULCH SHALL BE APPLIED AT DOUBLE THE HYDROMdULCH APPLICATION REQUIREMENT (4003 � Z 4. PUBLIC ROADWAY Sl-TALL NOT BE CLOSED 70 TRAFFIC, AT ANY TiME, WITF90t;T HALING FIRST OBTAINED !tiF'I'TTEN APPROVAL FROM THE CITY ENGiNEiER. THE PERMIT HOLDER ISm/M`RE'. ANCHOR STRAW by WORKING IN BY HANr OR Willa F►�U9PMcNT (ROLLERS, CLEAT 7FtACKS, ETC.). �• RESPONSIBLE FOR PROVISION OF TIMELY NOTiFiCATiON OF TRAFFIC FLOW DISRUPTIONS T'0 AREA WIDE EMERGENCY SE.RViCErS (TIGARD POLICE DEPT., 7'.JALATiN FIRE & RESCUE) AND 'TO 4. MOLC'eH SHALL HE SPREAD UN1r DiRMLY !MMED:AIELY FOLLOVANG SEEDING. a a e TRI-MET AND TIGARD SCHOOL DISThICT AND ",ETHER SERVI*E PROVIDERS. 5- SOIL PREPARATION - TGF ;OIL. SHALL BE PREPARED ACCORDING TO LANDSCAPE PLANS OR RECOMMENDATIONS Of GRASS SEED � 5. ADVANCE WARNING OF IMMINENT TRAFFIC UISRLJP710P! SHALL BE: PROVIDED "TO THE GENERAL MOTORING PUBLIC 8Y PLACEMENT OF AN ADVANCE Nf1TIFICAT{�! SIf�'�! AT EACH END OF SUPPEJER. IT IS RECOMMENDED 11-IA� SCOF"F"S BE ROUGHENED BEFORE SEEDING BY ,'R" �, --•WVALKiNG,, (DRIVING A CRAWI.JNG TRACTOR � THE CONSTRUCTION AREA AT LEAST 72 HOURS BEFORE' INITIATION OF CONSTRUCTION WWlDRK UP AND DOWN SLOPES TO LEAVE: A PATTERN OF CLEAT IMPRINTS PARALLEL. TO SLOPE .!'OURS,) OR OTHER METHOD TO PROVIDE MORE a 3 STABLE SITES FOR SEEDS TO REST. � ! 6. ACCESS TO rXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING NORMAL DEUVERY SERViCE AND MAIL SERVICE AND IF NOT, SHALL BE USE FOR WORK STOPPAGE � r ? w � 6. SEEDING -- REO EROSION CONTROL GRASS SUED MIXES ARE AS FCL-L«OWS. SIMILAR MIXES DESIGNED TO ACHIEVE EROSION v. < UNTIL EFFEC EVE ACCESS IS ESTABLISHED. CONTROL. MAY BE SUBS71TUTF-D IF APPROVED BY JURESDICTION. 0 Ll f- 7. 'TRAFFIC CONTROL DEVICES, FLAG PERSONS, ETC., SHALL BE IN PLACE PRIOR TO INITIATION OF CONSTRUCTION WORK AND SHALL. BE EFFECTIVELY MAINTAJNE.D. 1 DWARF GRASS MIX LOW HEIGHT, LOW MAINTENANCE), DWARF PERENNIAL PYEGRASS. 1303E BY MIGHT - - - 13. PURSUANT TO TiGARD MUNICIPAL CODE SECiTON 7.40.180, WORK IS PERMITTED BETWEEN THE HOURS OF 7:00 A.M. TO 7:00 P.M. DAILY UNLESS O(HERNIAS E AUTHORIZED BY THE CITY CREEPING RED FESCUE. 20X BY MIGHT MANAGER. APPLICATION RA'T'E. 100 POUNDS MINIMUM PER ArRE 2. STANDAR4 HEIGHT GRASS MIX 9. HOURS OF CONSTRUCTION WORK ON COLLECTOR AND ARTERIA!_ ROADS WILL SE LIMITED TO 9:u'U A,M.--3:GG P.M. UNI-FSS AUTHORIZED, BY THE CITY ENGINEER. NO WORK WILL BE ANNUAL RYF,C.RASS4OX BY WEIGHT PERMITTED ON COLLECTOR AND ARTERIAL ROADS BETWEEN 3:30 P.M. AND 9:00 A.M. UNLESS AUTHORIZED BY THE CITY ENrANEEER. TURF-TYPE T•ESCR. 661 BY WEIGHT APPUCATION DATE: 100 POUNDS MINiMUM PER ACRE 10. MINIMUM TRAVEL LANE MYTH SHALL BE TWELVE (12) FEET, PEDESTRIAN TRAVEL. SHALL. ALSO BE PROMDED FOR. 1. FERTI;JZATION FOR GRASS SEED -- iN ACCORDANCE IMTH SUPPLIER'S RECOMMENDATIONS. DEVELOPMENT AREAS WITHIN 50 FEET OF WATER BC CIE S AND WETLANDS MUST USE A NON•-PHOSPIIORtJS FERTILIZER. 11. THE CITY AND THE COUNTY RESERVE THE RIGHT TO ADD TO OR MODIFY TRAFT=IC CONTROL RE(XAREMENiS AS MAY BE NECESSARY TO EFFECTIVELY CONTROL TRAFT ,' AND TO ASSURE 8, WAi£RING - SEEDiNU SHALL BE SIJPPL E.() WITH ADEQUATE MOISTURE TO ESTABUSH 3RASS. SUPPLY WATER AS NEEDED, ESPECIALLY IN T'U8L1C SAFETY. ABNORMALLY HOT OR DRY WEATHER CONDITIONS OR ON ADVERSE.: SITES, WATER APPLICATION RATES SHOULD BE CONTROLLED TO � 12. BEFORE INRIATING ANY CONSTRUCTION ACTIVITY, THE 9. PERMIT HOLDER SHALL CONTACT 171E CITY'S PRlb'A'� DEVELOPMENT REVIEW ENGINEER, (503/639-4'171) 'TO ESTAE3lJSl-I A PLACE. RE-•SlFEi)►VG -- AREAS WPROVIDE ADEQUATE MOISTURE CAUSING RUNOFF. D cr TIME, AND DATE FOR A PRECONSTI2UCIlON MEETING.'- FAIL TO ESTABLJSH GRASS COVER ADEQUATE TO PREVENT EROSION SHALL_ BE RESEEDED AS SOON AS SUCH ONAREAS ARF IDENTIFIED, AND ALL APPROPRIATE MEASURES TAKE14 TO ESTABLISH AVI CUATE COVED. (f.) 13. THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR, AT 503/639-4171 TWENTY--FOUR (24) HOURS PRIOR TO ,^.OMMENC✓ING WORK, TWENTY-FOUR (24) 10. THE WET WEATHER CJNSTRUCTTON SEASON IS BETWEEN OCTOBER 1. AND JULY 1. THE CONTRACTOR SHALL FOLLOW THE GUIDELINES FOR HOURS: PRiOR TO ANY' STAGED INSPECTION (SEE ATTACHED LISTING) AND AFTER COMPLETING WORK COVERED BY THE PERMIT. WET WEATHER COVSTRUCTION AS OUTLINED IN 'EROSION PREVENTION ANN SEDIMENT CGOTROL DESIGN AND PLANNING 14. A COPY OF THE PERMIT AND ALL ATTACHMENTS. AND A COPY OF THE APPROWD CONSIRUCTION PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA. ALL WORK ^� SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS AND PROVISIONS AND -0 THE CITY APPROVED PERMIT PLANS, AND APPROVED PLAN AMENDMENTS AND -1.0 THE CITY'S STANDARDS �` �� ��r, �"' 0 AND SPECIFICATIONS AND TO THESE GENERAL. CONDITIONS. t"'HMOES TO ANN OF THE AFORESAID MUST ESE. APPROVED BY THE CITY, IN ADVANCE OF !!WORK PERFORMANCE. STORM P��A`�ACIE GENERAL _NOTES W LCH SPECIFICAIIO cc 0 15. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBLITY OF THE PERMIT HOLDER. THE WORK AREA AND APPROACH ROADS; SHALL BE MAINTAINED IN A CLEAR 1. AIL STORM SEWER C0Nc;fhl)CTi0N AND MATERIALS SHALT. CONFORM TO THESE DESCRIPTION OF PRODUCT" AT THE PLANS AND TI-!E APPl.1%;AHLE REQUIREMENTS OF W41FORM PLUMBING CODE THE CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF 'THE PERMIT HOLDER'S VER11FiCATE OF INSURANCE :SMALL BE AVAILABLE AT WORK AREA. Vd APPLICABLE REQUIRE4E:NT:S OF WASHINGTON COUNTY, CITY OF _9GARD (COT). -PRODUCT IS MANUFA.CTI.JRED ENGINEERED WOOD FIBEP COMPRISED OF 16. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQi,IIPMENT OF ANY KIND UPON ANY PUBLJC ROADWAY iS STRICTLY mo4miT1;0 AND VIOLATION SHALL BE USE FOR CLEAN WATERS SERVICES (CWS). AND DEQ, SOFTWrODS ANC)/OR HA�;DWCODS, CONSISTiNG OF RANDOMLY SIZED WOOD IMMEDIATE CANCELLATION OF THE PERMIT. THE CITY MAY AT ANY TIME ORDER IMMEDIATE CLEAN-LIP AND STOPPAGE: OF WCJRK TO ACCOMPIJSH CLEAN-UP.. FIBERS THE MAJORITY OF WHICH DO NOT EXCEED 1.5' IN LENC''N AND ,Z 2. LOCATION OF EXISTING U31L?TlE5 ARE BASED ON A`JAiLADLE INFORMATION. IT IS .. �..... �..� IME CONTRACTORS RESPOoNSIBILITY TO FIELD VERIFY DEPTH AND L,OCA*n. ON OF CONTAINING 10% 'TO 20% MMES TO AID IN COMPACTION. (IT IS GENL:RALLY .,..., 17. EFFECTIVE: EROSION CONTROL IS REQUIRED. EROSION CONTROL DEMCES MUST BE INSTALLED AND MAINTAINED MEETING THE D.E.Q. REQUIREMENTS. THE CiTY MAY AT ANY 71ME ORDER EXISTING UTILITIES PRIOR TO CONSTRUCTION AND INFORM THE ENGRIEER OF ANY UNDERSTOOD THAT THE MANUFACTURiNG PROCESS ALLOWS A FEW 0 z CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCO:.IPLJSH EF`FrC'T1VS EROSION CONTROL. DISCREPANCIES IN THE PLANS. CALL FOE: LOCATES AT I-EAST 48 !H(AIR:S PRIOR OVERSIZED PIECES.) L. j TO CONSTRUCTION. z 18. PROPERTY DISTURBED BY CONSTRUCTION ACITATY SHALL. BE SEEDED WITH A STANDARD GRASS MIX; SHROBS, FLOWERS, BARKDUST, EXISTING SiGNS. PAVEMENT MARKINGS, MAILBOXES, PRODUCT MUST PROVE TO BE ''ON-TOXIC. IT MAY i40T CONTAIN ANY ETC. SHALL BE REES *00LISIIED, REINSTALLED OR REPLACED. WlTi LIKE: KIND AND MATERIAL. 3. "ME CONTRACTOR SHALL AT ALL TIMES ABIDE BY APPLICABLE Ai'ETY RULES OF � � O.S.H.A. AND IN PARTICULAR THOSE PERTAINING TO ADEQUATE !;HORING AND RECYCLED WOOD PRODUCTS OR .,NY WOOD CONTAINING PAINT, CHEMICALS � uj 19. EFFECTIVE DRAINAGE CONTRt�L 15 REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SiTE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY. PUBLIC TRENCH PROTECTION Cf WORKMEN. OR ADDITIVES. � � � .,,ti I? 'T -PRODUCT TO HAVE MINIMAL BARK AND BE TREE OF TWIGS LEAF PROPERTY AND THE RECEIVING SYSTEM 15 NOT Af3VERSEI.Y IMPACTED. THE CITY MAY AT ANY T°ME ORDER CORRECTIVE rAC'nON AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE 4 ialM ELEVATIONS OF CLEANOUT'S W!ill".N PAVEMENT ARE ;APPROXIMATE, FINAL DEBRIS AND OTHER ORGANIC MATERIAL., AND TO BE CERTIFIED AS � •r��•••• DRAINAGE CONTROL. FINISHED RIM EL.z:VATiONS SHALL MATCH FiNISHE:D PAVEMFNT GRADES. NON-FLAMMABLE. 'TEST DATA AVAILABLE UPON REQUEST.) m 20. OREGON LA'""LA'"" REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY V'1TIFiCAT10N CENTER, SAID RULES ARE SET FORTH IN OAR 952--001-0010 THROUGH OAR 5. PIPE BEDDING AND r3ACKFILL SHALL CONFORMTOTHE ))IABD STANDARDS. -PRMUCT DEPTH -AFTER INSTALLATION MIDST BE IN ACCORDANCE WITH c THEPRtr�CEDURE DESCRIBED 1N ASTM F-1292-04 AND MEET GUIDELINES � 952-001_0060, COPIES OF SAID VALES MAY BE OBTAINED FROM THE CENTER BY CA IIMG 503-246--1987. IF YOU HAVE ANY QUESTION ABOUT THE RULES, CONTACT THE CENTER. F, ALL. STORM SYSITCMS SMALL UE VIDE© INSPECTED, PASS THE REQUIRED FOR CRITiCA!. HEIGHT AS SET FORTH BY T1HF C:PSC FOR USE OF WOOD NOTE: DAMAGE TO UTILITIES SHALL BE C:ORRFCTED Al THE PERMIT MOLDER'S EXPEL ' CC�IviPACTTON TESL b'L� THE COT, CWS, AND CEO 5TANDAFtUS. ALL DET'AlLS PRODUCTS FCR PROTECTIVE SURFACING. Z ' � 2'• CONTRACTOR MUST VERIFY'' ALL EXISTING U11L.I11ES FOR BOTH VERTICAL ELEVATION AND HORIZONTAL LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF NECESSARY), OF" TESTING 'ROCc1)URES SHALE. BE SUBJECT TO APPROVAL OF THE CITY. ASTM TESTING CER1iFlCATION W SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES BE NECESSARY, IT SHALL_ BE DONE AT THE PERMIT H(ADER'.S EXPENSE. CHANGES MIST BE APPROVED BY T1iEE 7. ALL. STORM SEWER PiPE INSiC'E TlIE: PUBLIC RIGHT-OF--WAY SHAIJ_ BE GASKETED MANUFACTURER MUST BE IN COMPLIANCE AND PROVIDE TESTING DATA FOR THE ""o CITY IN ADVANCE OF WORK PERFORMANCE. CC10vIRAC:TOP SHALL. COORDINATE THE WORK WITH AFFECTED USTILJTY AGENCIES. PIPE CONFrRMING TO COT, i:W►S, AND DEQ STANDARDS. FOLLOWING STANDARDS AS SET FORTH BY 'THF AME=RICAN STANDARD FOR !� TESTING MATERIALS (ASTM), FOR SURFACE SYSTEMS UNDER AND AROUND m 22. A TEMPORARY HARD-SURFACE PATCH (COL) MIX A.C.. OR HOT MIX BASE PAVING) SHALL BE PLACED ON EHE:NCHES WITHIN ROADWAYS AT THE END OF EACH DAYS IMAK. NO IRCk ir:Fi, PLAYGROUND EQUIPMENT. ON SITE 14, OFF-SITE. SHALL BE LEFT AT ANY TIME;• IN AN UN-SAFE CONDITION. THE PE'Ri►rr HOLDER IS RESPONSIBLE: FOR AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM 1. ASTM F-1951-99 (PRI=VIt;US1.Y ASTM P5 83--9'7) DETERMINATION OF - THE PRO'SECU TION OF THE WORK. ECONTROL ACCESSIBILITY OF SURFACE. SYSTEMS UNDER AND AROUND PLAYGROUND 2a. WOF K PROVIDED FOR UNDER THE PERMIT SHALL. INCLUDE REPAIR OF EXISTING FACIIJTIES (ROADS, DITCHES, ETC,) AS MAY BE NECESSARY. IN THE CITY iNSPECTOR'S OPINION, TO -- - -NOTES EQUIPMENT'S OVERCOME DETERIORATION OR DAIMA(IE WHICH OCCURRED IN CONJUNCTION WITH THE WORK AU710RiZED BY THE PERMIT. CORRECTIVE WORK SHALL BE LONE AT THE PERMIT H'CJI_DER';S EXPENSE. 1. APPROVAL, OF THIS •EROSION/SEDIMENIATICN CONTROL (ESC) PLAN DOES NOT 2. ASTM F-1292--04 IMPACT A'T'TENUATION OF SURFACE SYSTEMS UNDER AND CONSTITUTE AN APPROVAL OF PERMANENTS ROAD OR (DRAINAGE DESiGN ROUND PLAYGROUJND EQUIPMENT* 24. ONE .AS-BUILT MYLAR DRAWING SHOWING ALL NEW PUBLIC IMPROVEMENTS, INCLUDING ANY REVISION MADE TO THE FIREVIOUSLY APP'ROV'ED CONSTRUCTION PIANS AND. ALSO, ANY SIZE AN") LOC;ATiCN 'DF ROADS, PIPES, RESTRICiORS, CHANNELS, RETENTION(E.G.,� 3. ASTM F-2075/4.4 & 4.6 STANDARD SPECIFICATION FOR ENGINEERED WOOD IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC SYS'EM OR FACILITY, SHALL BE PROVIDED To THE CITY BY A REGISTERED CINIL ENGINEER ALONG WATM AN ENGINEERS FACILITIES, (1-TIOTICS, ETC.) FiBER FOR USE AS A PI-AYGROiJND SAFETY SURFACE UNDER AND AROUND CERTIFICATION OF INSTALLATION COMPLIANCE: (FORM ATTAINED). PLAYGRO.JND Ef,11JIPMENT. 2, THE IMPLEMENTA)", OF THESE ESC PLANS AND THE CONSIRUCTiON. 25. A SEWER SYSTEM AIR-TEST AiRD (V.H.S,) T.V. TEST REPORT AND ONE 'SET OF BLUE•:LINE: "AS-•BUILTS" (OF EITHER OR BOTH THE STORY! AND SANITARY SEWER SYSTEMS) SHALL BE MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE IPEMA CERTiF'IM REQUIRED BY THE CITY FOR REVIK-W AND APPROVAL PRiOR TO CONNECTION OF ANY BfUILi)INGS TO IIIF SEWER SYSTEM. RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS MANUFACTURER MUST PROVIDE: Pr )OF OF CERTIFICATION. "IN THE INTEREST' OF COMPLETED AND APFROVED AND VEGETAIION/LANDSCAPING IS ESTABLISHED. PUBLIC PLAYGR)OND SAFETY, IPEMA PROVIiJES AN INDEPENDENT LABORATORY 26, THE PERMIT HOLDER'S ENGINEER/INSPECTOR SMALL_ SUBMIT DAILY INSPEC;TIOM REPORTS. CAN A WEEKLY (IASIS, TO THE CITY'S INSPECTOR. (SEES DEVELOPER ENGINEER AGREEMENTWHICH VALIDATES A MANUFACTURE'R'S CEkTo0CA no N OF CONFORMANCE TO ASTM - --� NOTE / moi.) 3. THE B(XJNDARIES OF THE: UA ING UMiTS SHOWN Oil THIS PLAN 514AaLL BE F--1292-04, A 1..157 OF CURRENT VALIDATED PRODUCTS, THEIR THICKNESS AND �! CLEARLY FLAGGED IN T14E FT PRIOR TO CCASTRLICIIION. DORiNG 111E CRITICAL HEIGHT MAY SE VIEWED Al WWW IPEMA.C%4" � CONSTIRUC110N PERICD, NO DISTURBANCE BEYOND THE Flt .GGED CtFARING o 27. THE CITY'S iNSPECTOR MAY, AT HIS DISCRETION, RECAJIRE PROVIFOON OF TESTS AND OR RFPC4M; FROM THE PERMIT HOLL)ETR, PERMIT H�IkDER'S ENGINEER OR CONTRACTC'IR TO LIMITS SHALL BE PERI Ih-TED. THE. FLAGGiNC, SHALL. BE MAINTAINER) BY THE GEOTVXTiLE WEED BARRIER FABRIC VALIDATE CLAiMS % MAii:RIAL. OR CONSTRU.JCTiON AnEQUAC'Y/COMPLI.ANCE. SUCH TESTS/REPOPI73, SHALL. BE PROVIDED AT THE PERMIT 'HOLDER'S EXPENSE. APPLICANT/CONTRACTOR FOR THE pURA11t1P; OF CONST1d1JCT1QN. � ENGINEERED � - INSTALLATiON OF GEOTEEX71LE FASP)C MUST ACCOMPANY Sf�!'A.,.L '� !►r 4. THE L'"" F�ACiUT1ES SHOWN ON THIS :PLAN MUST BE CONSTRUCTED IN WOOD FIBER ON ALL NEW INSTALLATIONS. 213. THE PERMIT HOLDER SMALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND WAIM/i�:,R Dt?CUM�:NT T', THE CyT'r FOR EACH OWVNIrF'tSE~41P DISTURBED BY CONSTRUCTION �TIVITY, AS EVIDENMx OF DISTURBANCE: RESOLUTION AND OWNER 3ATiSFACTiON. GON:A)NCTIUPI WITH All rXEARItdG AND C;P1AE'iiNG ACTiV1I1Ea, AND IN SUCH A MANNER AS 1.0 INSURE THAT SEt)LML'NT' AND SEL�iMENT LADEN WATER DO NO C�E:OTEX7IL.E FABRIC MUST BE A MINIMUM OF 19 WILLS )NICK AND HAVE r1 TESTED TUER GALLONS PER SQUARE FOOT PER MINUTE PERMEABILITY. ,f 29. EXISTING MONUMENTS,. PROPERTY CORNERS, AND SURVEY MARKERS SHAL'. BE PROTE;CTE�. REPLACEMENT sNALJ. BEAT THF PERMIT HQI.bE:R' FDIPE' TI< :NSE. ENR "THE DRAINAGE SYSTEM, F3WOA►0WIAY'S, OR Vi�_ATE APPLICABLE WATER MANUFACRAGREEMENT PRO \�� GI / STANDARDS, MANUFACTURER MUST CARRY 10 MILL ON DOLLARS IN PRODUCT LIABIUTY 30 THE EN ANEER SHALL NOTIFY THE WASHINGTON COUNTY `SURVEYOR WMFN THE INITIAL AND FiNAL LIFT OF ASPHALT HAVE BEEN PLACED. 5, THE ESC FACILJTiES SHOWN ON TT41;i PLAN ARE THE MINIMiJM REQUIREMENTS INSURANCE 3 • THE PERMIT HOLDER SHALL ?ROVIGE TO THE CITY INSPECTOR, IN WRITING, THE NAME'S AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF TWO (2) PERSONS W440 HAVI: AUTHORITY TO FOR ANTICIPATED SITE COND 'IlONS. DURiNG THE CONSTFRUC,:TNDN PERIOD, THESE WARRANTY, WO-YEAR (MINIMUM) LIMITED PROoUCT WRITING, OF ANY/ALL ASS1'r�iMENT CHAN(IE:S. '� R�.,OLVk PROBIT-US, TAKE f•.'OFtREC11YE ACTION AND, IN GENERAL.. MALI_. 131` RESPOND OF CASE ANY EMERGENCY, THE PERMIT HOLDER SHAH NOTIFY 11.11" C'IT'Y iF154yECTUR, 9N EVENTS ANDJO TO EMSENSURETHAT SEDIMENT AND SEDIMENT-LADEN WATER WARRANTY,RANTY. �, .�F NOT LEAVE THE SITE,ESC 'F'ACiL171E:S SHALL,. BE UPGRADED AS NEEDED FOR UNE:XPE:CTED STORM MhNiJFACTURET7 MUST HAVE A NR2 �.,� �� 32. THE PERMIT HOLDER SHALL USE HIS CONTRACTOR TO PROVIDE TO THE Cl"Y INSPECTOR, IN WRITING, THE. NAME; AND 24 HOUR F.MEPRGENCY TELZPHONE NUMBER OF A DE±SIGNA MD S. THE ESC FACILITIES SHALL BE INV. ECTED DAILY BY PPE: 1:ONTIRACTOR A'NU ' ,b,N Y gip. "Cl'JMPCTENT PERSON" RESPONSIBLE FOR CONSTRUCTION SAFE-NY AS PER GR--OSHA, CHAP. 437, DIV. 3 CONSTRUCTION. SUEZ-•-1XVISION P - EXCAVA'TiONS. llfE CONTRACTW SHALL„ MAINTAINEU AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING V.URiNG EXPIRES: 12-31-08 NOTIFY THE CITY INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. CtON�"�RUC' ANO DUMNG 1 'YEAR WAP.PANTY PERIOD AFTIEF! CONSTRUC10N. AND/OR E RESPONSIBILITY 33 IT iS THE 9 7. THE ESC F'ACILI ' ON INACI�IVE SITES SHALL ELF ENSPECTTED AND MAINTAINED ,�, DAA I no/W17 SM THE PERMIT HOLDER TO PROVIDE FOR PROPER RMT-OF-ENTRY PRIOR TO STARTING WORK, PROM OF RIGF1`'--OF'---EN►TRw f�; A MINIMUM Or AiNk;E A Mf�1`FM OR WITHIN INE 24 HOURS FOLLOWING A STORM PROPERLY EXECUTED EASE,MaENTS, SHALL BE PROVIOCO TO THE: CITY. THE CITY SHILL. iN NO WAY BE C0NsTLRUE'ID J'0 BE: LIA811, FORTIRE PERMIT HOLDER'S FAILURE Tp OBTAIN UP' EVENT, r ca DRAWN I i1�R PROVIDE FOE! PROOF OF Ri�HT-OF-ENTIRY OR E:A'SEM S-74TS. S. AT NO TIME SHALL MORE THAN ONE FOOT OF SEZ?IMEN1 OF. AU.0WfWED TO ,: � DIE `D I RER 34. FIEFORE PLACEMENT OF THE FINAL LIFT OF A". ALT, THE ii'ERMIT HOLDER SMALL V .1 AND HAVE 11HE CITY COMPLETE A PRE -ACCEPTANCE VIDEO INaP1EC'1.11-Y4 017 ,` ' L NEW SEER ACCUMULATE WITHIN A TRAPPED CATCM BASIN, ALL CATCH SAgNS AND CHE<XED I AMR LINES. THE PEFUT HOLE" SHALL, PROVIDE nfF_ CITY MATH 30 DA%fS OF NOTICE TME VIDEO INSPECTION. ANY DEFICiE'NC3E'S SHALL. ISE' REPAIRED BE'F"OK PLACFME: IT OF FiNAL iJFT. CONVEYANCE LiNES ;H,;,rl. BE CLEANED PRIOR TO PAVING. THE OJEANING PF"J1ECT • 1IM01 ot01 OPERATION SFIALI. NOT FLUSH SEIDLMENT LADEN WATER INTO THE DOWWI'STtREAM _ 35. THE DEVELOPER SHALL CREATE' AND PRO'111DE Ti,D THE CITY A SCHEDULE FOR P SYg'TF.M. � (QI,LAIt'TE:RI.Yj bIAENI'ENAl�IC.E OF THE W�IA111'R QIJAt.II�! F'ACIl,JTY. THE i)E'V�F'U..C�'IrFz SF+IAU,,, MAINTAIN � 9�iEFT t�t.E SAiD FACIL1 Y FOR A PERIOD OF THREE (3) YEARS FROM THE: DATE' OF Cir( COACCEPTAN(m. Or' THE PUBLIC IMPROVEMENT'S. oN (. OI� p 1S'T (JF 'EACH YF;AR DURING 'IHS 9. THE !ELFT WIIE,ANEk C°•ONSTRU"TION SFASQ4 IS E)ETWWIF.'E.'M OC11..11DER IST AND � GENERAL hiQ�S THREE (3) YEARS PERIOD, THE DEVELOPER SHALL REPORT, iN WRITING. MAINTEN ML 1VITIES 110 THE DIRErToe OF PUBLIC.' WORKS. GITY CREWS °SHO UL.D MONITOR PROPER REMOVALlLY 1ST. TIKE C ONTRAC' iiALC F01, 0W THE. M7At .lJNEa FOR WET W-ATHEpt AND DISPOSM, OF SLI. AND IDMS. PRMA TO CITY FINAL ACCEPTANCE OF TIME !E'I ,E1''F' THEE DEVELOPER SFIALL rROV70C A WRITTEN EVALUI00N or -HE; OPERATION AND P�� � � WEA' MAINIP4ANCE NES OF TIME FACILITY AND ( ECT ANY �C,yENoES IDENTiF" IN 't VALUATION. CONSMICTION A4 �" UTI I"t IM "FROSIC* FVENT1014 AND SETDIMENT C ONTROL EW 0, AND PLANNINE, MANUAL" t"F:ITRUAIWY 2003 EDITION, ol REVISED 1- • 7 " ,v., IwT • : IL • k ;ry1 I ' f,x ����,i�•Ryy(,Mx.a uU 1, . „-. -r..... '�7�car.a...,r t 1,�« W �� � �w► M�.wrap^ �IM!WIEW r a ` �S i ... •........ ..., ....,....., _ .. .,, ._mu•.c.NiaY!•+W.ra.-...... .,._..u'arua.ai«1......:..,.is.ti.... L:Muwa.x'JI^wwnnJ.r.al.uV'i::.::..iw:L+:�r1::..w:nir:..4F4.s.,;.;..ivuu_..i^i.'..<.:a.MiW.Y.'rYiW.sul.!'ti;f..Hw....,..r.ixr+W.'..m Jb:,..,.,-.,v.i:wt9lwl ... -... '�14�.NrM»Hh.1u; fiifaw/Ci.IwL+J.ia.4wlrVw.:J' E.J.0 L.xa.L,A.+6 mow..._—�.w...__._—.�.�.—.�....— ..—. ._._..�.� �.� •_...._.......__._ +ww.�.......�.._.—.,�_�.....__�.�.._—�,..��._..r�...-,_.....—.... _........�...._.�..�._._,.�... ...�_..�.....- _._...._-.. ...�..�.�.�..�...._._..�.,.._.—,.__..._..�..--......_.. .._.��.,.....w-......_.._.._. __- �....._.-_...._ .r.___..�..._�__. ._._�_. �M__-_�_».,,.........—..._ - ._.....—.._.�.��M_._.... ��� p _ _ 0:15TING Cf� ,� I f) r .�� .__ - lV�� •-' LiTl�h1 ENERAL NOTESW. __. z ,� ..•' `-• 1. CONTRACTOR SHALL REMOVE ALL TREES MARKED). SHRUBS _ GG _. _____ _-_ _ 24. 3 ��� HAM ' - ---______� - -_._-_�_� RUBBISH, AND MAN-MADE STRUCTURES INCII-UDIN BUT NOT _ a� :> --�`T=- •�- = --r ------ "_--- --- _ RD 45. 0' �-- GIJTTFR �'--�..f•- LIMBED TO, CONCRETE SLABS, WALLS, VAULTS. FOOTINGS, ( n u- � zr. o • .. ,, ,,-.•- -- ` , „.. �. � •+ � -�•- -. � _..__.---____4._._._.. _-___•-------- �..- .alDEah'Atx fiC SURFACES, GRAVELED AREAS, SHEDS OR OTHER ( �oME�LSE . HU)IDINGS FOUNDATIONS, FENCES RAILING, 7 ... --------- --------•- °'.- i; = ' _r'____' �"�- - l� „. �F MACHINERY. ETC.BE DISPOSED THE CLEARING Tom.' 1 Mc :lsTFn �„ Z -..--- �� - - � -' `- ti'. _ '---- I�R_-�- • , \ a r ter-- ABOVE SHALL E CLE UMI THE TE MS w_ __� ;� - - a._ �o of OFA sITE IT SHALL THE � - -•-'_. _.__._----__......o.--.._... CONTRACTORS RESpONBiLIIY 0 CONFIRM THE NUMBER OF_..__----•w------------.. _ - - -_.._...s--------------- STRUCTURES TO BE REMOVED. '— •-- x ...—.. _�._-..._._ o....+_..«». .. ....__..—...._..,.....,.--„_« ...._.......+o... «..»., n.� .w •' •} f -..XX...� ,.6X �. X x �_ �___ -- ALL BURIED STRUCTURES (I.E. TANKS, LEACH LINES, DRAIN TILE, .......... •r •�, X X --- -- ?t _---- X - , X lic •.,�` AND PIPES) NOT DESI:NATED TO REMAIN ON THE SITE, SHALL BE � 7""�"'•� REMO'vED AND THE RESULTING EXCAVATION SHALL W / ,r — ..,. BACKFILLED ALI. BE PROPERLY C4 �. "" r.- LL.ED AND COMPACTED PRIOR TO ANY GRADING OR FILLING • J• ,,.r•'" •- OPERATIONS. THIS INCLUDES STUMPS AND ROOTBALLS OF TREES W TO BE REMOVED FROM THE SITE. .0" SUCCI" --•'" -' - ! EXISTING ROW �` 3. ALL UNSUITABLE MATERIAL (SOIL & VEGEIATION REMOVED DURING 0 � F- .t '! GOAL POST '` THE CLEARING AND GRUBBING OPERATIONS SHALL BE REMOVED BY f•• y-'"•• fj THE CONTRACTOR AND DISPOSED OF' OFF--SITE IN A 'I 'TABLE -- -----� LOCATION APPROVED BY THE ENGINEER AND THE CITY OF' 4. ENGINEER/OWNER SHALL PROV.DE THE CONTRA(I.OR WITH A � LOCATION TO PLACE AND COMPACT EXCESS SUITABLE MATERIAL THE LOCATION SHALL i3E STRIPPED AND REMOVED OF ALL ORGANIC ! f MATERIAL PRIOR TO PI-ACEME14T Of EXCESS EQUITABLE MATERIAI- SOCCER- �,.f'f f 5. TREES NOT DESIGNATE TO HE REMOVED SHALL BE PROTECTED AT s GOAL. POST , { t ALL TIMES. ',• �• , t ; DURHAM CEN TER � �i f s- •` ;. NO"IES RAISED "LANDSCAPE � U THE UNDERGROUND UTILITIES FJiOWN HAVE BEEN LOCATED co �./ ,. t ISLAND ---. ; FROM FIELD SURVEY INFORMATION AND FIELD LINE LOCATES. •� THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILIT.ES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. � J THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTIUTIES SHOWN ARE IN THE EXACT LOCATION Z 0 i i INDICATED ALTHOUGt I HE DOES CERTIFY THAT THEY ARE 795Q SIN DURHAM Rq LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION 0 0 � cAX OT AVAILABLE.. THE SUR"IEYOR HAS NOT PHYSICALLY LOCATED L r fir• 2TAX L 00401 h�j RAISED LANDSCAPE '�_,_ 'TWE UNDERGROUND UTILITIES. �- t j � e ISTLANDLIJ. te�ee it �%• - Z EXISTING UNDERGROUND UTILITIES SHOWN FOR -�- EMERGENCY ACCESS �/ , , .� �- REF'�RENG'E ONLY. CONIRA�TOR TO VERIFY F Z !.ti• 0 �u C,AT1CyN AND ELEVATION PRICR TO COMMENCING 4' WORK. NOTIFY ENGINEER IF CONFLICT EXISTS. it cc t RAISED LANDSCAPE =- z ISLAND TAX LOT t� c � r f`.-••-• �: 51131E�A00500 ', OREGONUTILITYUTILITYvUa 1 r' O �� ir ------___ ' NOTIFICATION CENTER !t; .� � C3 1.800.332-2tea w rn P �- ! e - - TAXI LO-1 2S1138000300 aD ............................................ y — SRO p` RAISED LANDSCAPE j TEG / Isi"DEX!STIMG SPRINKLER VALabPLAY GROUND :I EQUIPMENT l� S V �' �r RAISED LANDSCAPEISLAND -. t PROTECT f p� t EMSTING FIRE , HYDRANT ? - - i IT - ✓f- �` _ r'f I RAISED LANDSCAPE • '- j - PROTECT ISLAND �•� ra `'- EXISTING SPRINKLER - VALVE � e PR �^ P L` IpopP • _._7...M•_ a cON �►� j f,' t RAI*..D LANDSCAPE ! ' Y15. p' PROTECT EXISTING ; EXPIRES: 12-31-08 � WAVER METER AS,EMBLY f �^":? 7 . ENCLOsU OAIE I rX!mm �� ,� DRAWN I RER •• , I ,' ` r-= ♦,� CHECKED I AMR 1 /, If' f �e .f !tj -.�, .t4..A._ Noripattal .ricoda: 1X20° SHEET TffLI:�___ 20 EEXIST GONDMONS 50 co { r in ' t . .... _. ._ "'.. .. .... .... ., ,:.. .. -.. ,. . I: ,'•.,.... .. "..' ..) il .•...,..—.._.�....._. ...,...r...»++.+.+............_.......•..........�.+-r.....•,_r......'---...+.r.+...rw++rr. .w+w rnrl.ewrWw+YW.wr..r,, ----_".�.....+s..r.r.\.wi. .......r.w._..�.,...r......,..___.,.w.rr+rrw,+.�.,__,��;-�'-'".,....._.....�...._,_.... ..._.. ..�_._.�—.,..._._�._._...���a.1 'lG 02 .' r fes. K ._.. ..._._........,...wwa.-.gym ienn+r._.+w.�r+•..m..n.. - 1 ti . . a . book MA DETAILS _..._._.__ _- - - o P 't S tl Du" RHAM RD 9 ✓-A!5Ntlrii rL�rt' iJJitt�CN1 L/4VN )80 0JB w -----�- x • Lap • ._ ,-.�.- :..:i.:.,.:., ,,rl:..:_.c..T- 1 I /'err. cg z owl It �.._____ / ! � � w w• "r'"""'te" "" .ter � s• ..,. f -,..._"; : •' • ,-- T HT /"� I • _ PLAY AREA RAMP CC �- IUI-Cn PffH Of AV WCZNT 1,M N � i r � EXISTING u1tflUNn---�, ) tIN:, rrf CURD �" CNE1Plt"fRCt7 WC1t�U 1`!dt°l� FIBER PATH i+ ,I'CI?�oR�1T[U PIPC INf'It `R f1PK;'9LCCL'C SUBGRADE AND FILL \ COMPACTED TO 88% GF Tiso � � �••- i ENGINEERED WM)OD FIBER _1 PLAYGR(XJND BO BO BO BO 1 O O O p p DRAIN ROCK- _r • !� I ' SEE DETAIL THIS SHEET I I SECTION A-- A *� ; __- _____, Lij 0 14TS �u � 3( ( `-URAfN P(X•�G w r � r,LICk'FAthK.r _--_ - -`�_�R_ -►•--,9" I} .,I'l.'DM. CpP�"liW,ACUS PLAY ,AREA URBci I I a � ExlsnNc MAINTENANCE /EMERGENCY �r�,�j • 1 r �.,.. PLAYCRAFT INLAY BTRIJC URE 91 ACCESS �'j t VJ ,)PLS YCR16n-PLAY STRUCTURE r.� �" d�'�./ ••__....__ �l.Ji d P1.AYCRAFT PLAY STMKTURE 03 WOOD FIBER TO COMPLY WI EH THE FOLI_CWiNG -�- PLAYCRAF'r P Pick S"TRUI;luw- EXISTING FOG TOY STR�=URE TO'AE RELOCATED � PROVIDE FlSPECiFICATION •E'NGII�I1 :REO WOO() F18ER TO A •� EXISTING(;UWlNG MALL 411 TO I,*'.,M.XoCA:(Eil _ __.. PROV COMPACTED DENTIS OF APPROXIMATELY FTSE 12 INCHES • tSTtFgO(:Li1W�A1.'Cl WALL.i!7_I+�flllE RE�,IOCATEJ7 �TiNG"I"URNING iOVER FI®ARFELT {10076 F� �LYE"STER, NON-WOVENi_ S :..APP,TO OF,f't1r.�.Cr1"I:(1f�? _. 1 ` w T RCMCM ci.►Mr9►INt3 VMAI�I GEOTE:XTILF FABP,IC) OR APPFOVED EQUALS. FIBARMA T _ WEAR MATS OR APPROVED EQUAL MUST BE ` d SIN��L E POST I3'2-BAY SWING SET .��,, ' IN-' i ALLED UNDER ALL SWINGS, TIRE SWINGS, AND 1 TRAID11TIONAL. 1(t'44W.SWING SFS ----______ SLIDE EXITS. THEY SHOULD ALSO BE INSTALLED AT Q I v OTHER EXCESSIVE WEAR AREAS. INCLUDING SLIDING ENGINEERED -___..__.__- POLES WO.OD FI@CR 4 FIBER MUST ALSO MEET FIBE,� SPECIFICATIONS PER z PA(H ! � I SHEET 0001. FIBER TO BE INSTE.LL.ED AF TUR STRUCTURES ARE 1 INSTALLED BY OTHE-FS, ALL STRUCTURES TO BE INSTALLED BY OTHERS PER MANUFACTURER'S RECOMMENDATIONS. CONTRACTOR TO ,. INSTAL.!. POLE BASES. 3 160 CURB 16' GURU , � CJ INSTALL ADA COMPU NT PLAY AREA RAMP � SEE DETAIL. THIS SHF 'T 3 - 3tl sv PKC RD OSS EXPIRES: 12--31--08 ENCLOSURE �. U _ _ IM wAwrr I w-n k c•��r / DEIFWA .14SMED I AIS LXISTING _.� I GRANIM PITH _.._ _ -- 2 I ��,,`'a ! Mir w ('rll�MIOI ASPHALT - - PROPOS- t'�f M CE `�, Hor/POMataol Sc**: 1�2r1' _ � SSE SFIf`ET 071 (.MAILS EMGINEERI) _ PLAN . WOM - xx Xi �G v �n SITE FlBR PROPOSED PATH SFE SHEET C071 VOR !� /� �C.. S'ET �,. ISI;TAILS x wC060 OF 0 SFIEETEi .q,utaot,YN+wiHF nw+ . �+ ...mw1n�MItlAMI� L { `r ;r w d. y, F Lmm Hum AMO 00mm '. CoNgmumm 0011 OF f trANT U PROPOSED - 1. Wam Q oa*Swwle*&U be ovm-aafasvovil gad f "Io fiW Vib wi&I2-fieeap►anlM kJod Z PLAYGROUND ul MADE ai AmE be I' aaeNpeet,sat an "milinalwl heti, a r ML _ _ _ -- # 2 A bl�i�ramm�.".�Twd i1 rAte�be pla nd tamer dw wpood draerghm t tkw � e { n svetApe 4Rnee amladrlR,�Ibxk MIheU?Aa firs FdnaM ieM sa9oe#anos rlaitb;aMe Mrd { iL > + v k�r�rdts ne m. Aachim�tt"ba based as 3!}a flow over the� y _ d E.XI TING I ,,�iNO _. c a Tnabum mm-h464W onrityjift waubg(Civieft Pkm or towx a praaraed equal) -' -- --- �--��- .. _ b, AE at'w astral-�vur•dmmity�wmtie#(Ecxmojub as:adwT:-ap rwmd equal) I�AIM ur reow wT®Mmlla FMS" Alm�0 � Z t. _ i TDP W mw vW 6 PER"O T-E:[� a....._-- M i 3. 2.5-3 isdi s of r-t Aw nm awk"be�csa away the amVi g cvW) dnnabaaa taco ro gar a�eAsasoMos�i�°i�nn tru.eav�r �5 DR41N PIPE } -• I �. .y try A -�'•" ._...._ ._,. t- and Wife of tbo"alle. 41i� w ttaMo-liwel � • PRQPO SWALE 4. l ims amadab�be pAxxid in eaaalabam oft dw p1m and pbeet bd*ss abatva an ,r 150 i---- --- -- ----- -._.____ _. ____. - _- _�---. -------- _ ----- - _._ ___ _____. __.w __--- ad 5. Ito wow emis,usm mr m am =a boo(iownd` t. ALL►aa-"W, MA-VSW_ su."M su�u oaawr To nc ��T - - -- - ► �' MMiWW.Wg%of ASTU C-47L +D 134.0 F (t m&*vel )role arxemd are HIM of::3N and IW a¢ a. ALL PL>(AM w rug Co CNO-Tr INALL NAW A Z3 AAr V • 15 0 3034 PV('- 1 l ➢�►wike x''aatWe�o'v+'� i draoity lTQ WYA of 3=P.S.I. Ail:! fAUW aF t To 4'. � ' S=0.5 --- Avg of apfprsat:.6 pew=( I*A&P*r(r.�uisvvwo)Per"Foe Gaat. W to �. ALL Jortra St4ALL eE sM:►LM]t wTN PaE PetMIM[a oA�Ts STAAgNilt ECtY7I.AIC 1 --S[)ivi A-1 ( I - _._ I QjCH AS XW-lFAL VA 2. AAW-44M 09 Al APPROYD) 3r Cos 1. Tier&cbAy"U be mxapmbie hl WVin lire vmimitM�aCm pai(A w11aln plea!Wow& mW. CettFa WVW To MOV4 >fPcanoATlal U-sm 0. � �i8 MH 4• ALL PINK OO W"T-OW M MM003 Rau K WAt�RTIIaIT. STA. 101+$7.r�' I I and y the u dom pa#II a umn as►tie aplptravul&m atDd*0 oftr a I MCOO", `arT MATO Rau. stcamc A , QRIM 153.37 I OtJTF A---2 ` I ,� �brd+e bow-Amt- '111 oxgk was raase�Ml outift�r h fiAaVAy to be f nt6mal.in • wt =0144CCIU Ma OF MW at Y11M w041,1 M SHALLINIMUM swva as - RI 1T 149. 9 15' E I FW du c#o PROM A IMA WAW (xtnaet'naa( A•m (0Kff eL tncTw_ nIMA4teas Ma t ) 40+12. 0 (PROPOSED, CLASS _.�'� ��Tti+itb tLes rred >o y4ter paeaiRxi. r. arRnloutAWXL XieTak�ier�°-Piff ftt- SW Ts AS i .AasrD1 f?--41 IE OUT 149.20 10" E) '50)3 RIPRAP au Tt(e I ar ml o PVRif +na(t+CIA_ - MAD" sa lAl� I a eMrAVDUT Cr m f Pe�f liwll eE r 1/IAtw AND �• IMAMAeuM cxr�Il aF PMiE rMAu_ the peraril�ve it TapMItuMlitbin Ior I�r1�of this faoitsty 1Tatr s t3mi�c3nu>y a4'tao 3!uaarr e �QETAM (A+IT¢o TO lfAl®MA1 nTFtsan D1UDP Cr 24• _ L�` FM SwTAWf 0MCC C ICON AND 4W FOR $R Mi � � co !homing 1Q sad m000ptas0e o[tt>Aie�C1*1 Ia( 2. �•••• a• 10. MAE /TMIPtx f wxw W`4m C tltAut "40 IaIA� i kt Is to be pmvi&d pa Aoiterov iarlUletim phm ae epfprtrvW. CO" Rau.ec tn.Jn IN All cAAFS�/T N,o (*T RILL RIP AP Now.kdovdm=abr we la be xwA tam it temperay kr#yE¢m syliam wait s Ifuww&Ki* tu�T AttEAs tba&y lessM�(m. 8!relo m v&-Add be wimroeaimW Ei1zM du vwa waeou tm eaam kc amty cad pacdappsiauMt duumpl,+z Aum fern"lea Vemb vm'9✓M=aatuoe"be se llwwnm an the Me women Ir Lxeae c.0p rot � 1 I 1 hi. lLar�Tnr. y PIr L FWW RIF a► V�� m 70 3, Bq iu mi or Owvm kepweM�ativx,is to vet melt evarskmu itis site a of twiotz Wx"m wvxtlMiity(Sp�rind ad l�Mlll The kmdavApkg ttMH be mlltaa&ad soap repvlwd od mM esoeseary _�-_ 140 xcf ealtrns au asiwceav®,of i0%ee[vsysi raw of t!w reMpuiT�d v.gotrAiaen and 404i Mtariesl �_- f co COvallu�e(. ICY=-nnti�s�itmmve pkat tta wAm tvl be ranoved wbm omm pywa negro t ren Ell r 243%of do airs. , �►: d �.IwT►(Fww �9M0f01 Toy .-sM-• 4. 'lbs shall be rb-cau:Ial/IMtlod and iteuletltbon talcs ifilint 3 o• r , I I ( �� P�'d !�' � +aetTlCAr/aMreTT aF M,c ---- ,.• � 'f• . I i pd." rs Wdda do ova-y4sr��me pft40& f..�r` 1L•; Ir Ia A Mtl OF IT-W 'YWACNO aAtmML�..Y-._� I WATER QUALITY SWALE � O -�� i ,TE N STANDARD MANHOLE � � CONSTRUIC ON & MA(INM _NA (.E NOTES 38+50 39+00 4�1--00 41+00 t - t 42+00 '1 a4„,ut�.,•(`Ai..a RFVtSEo 07-97 Uor....Ov.,.I Is d.... co [yE"'AIL 11u. 71. REWS'ED ,2-a16 ORAMIINC NO. (3i0 SWALE PROFILE ;___________ ___�_ ____ ______ ',�AT.AA GA•JTE*J�S lk ua FATAr TIER IHN-- K NOT DIP LLL Z reAf(ttr wptnwu Z 7., CYNC 1A4H1 bC WN ?'Sh0 CLO 20 DAYS Z n t71ACC N/A ♦.AMI OKV TRAM 111 `r--. GATT ML4UE L90 OALV rV0AJM STTL ] PRUAX MALT AN. e,.Trtr,f NO POSTS ANA IW P'JSTS I-[NCt1', LOW POSTI I.m 4ALV TU/AM sR Ird". LLJ�f [/rte] ♦ISO 1 LCAV"PONT ]875 ufty rj%L,'1Y SIL 4. PWAW DALE S'OP'S AMU NW IIECO'A:AS IT?N CONC7IF`L•Uri- '.AIV � � �y,p/ atAA4 t•A:r4aw f M. 'Mi'M"a.KA% e P4C TFIG _ # MOAK E�"'[T130N AITNS ON i74L, CHO AND 4,'ORW.4 PO`JT3 A OST POSTS ,�.w \ t 1 O OAK I�/I- Ilgli'�-�A���� At 04ml oAtE f+t7sT __- !Y a ttf • -- S "Tpr tTertn.ww sAtS rTH ALL wAslcwTER rKPr sr.r�r+s I T:NM�bt saJ a. Z) rr / )j �. 7 r,zh r"Ir11AAx AN_ NOT IRW/CD SIM IFN" ZV7,lt Or 11' LV It',% / 1 z _ M ul_ -MTs AM RaAs r,J r•rn,"NCE raoA % EXISTING SWALE FOR z -ORACL I"TS _- uj �1 TAX L'3T #iI 2S11:3BA00400 tp � /- � � �► ENO. t:A^L OA l'C►RI.�T PEST T,MS1En AFKt kAI(�kT)SiFl\'Aq ANAIJE r'USta M } `,l.a�M'OST r-IV.L►OSY Q/.,'� 1, / j _.--7.._._--._. •�.a:r. _. :tee ra:s�:�z.azm•.er--__ Rri l i -Y� 1W t1! 11TVCs TOP RM < C y r, � rA6RtC earn pW 7 Its tIIAM wx FnRRr: --:;mEtcHEr 9Ad F �d0 CREEK -�.., eR7aa AAL �� !RR{E AM_ _ ww : . V •.._ _.... __ •• , , •� l rAvss 1. ✓ L 11MLRG nr,D til M •�...� - ...- ....9XL .,, a/ems', t MRYE11 ANO -- `\ •••• -`-'�-. ' '�'_`•_.'._.. 150 ` ". 1 .....1...«........«.. -�".. 1' ,�•.` t, V i VKA Q� f • ..__w..-... -- r �..._.'��!. N 'y►.._��..__-_.�.-.�_. =�r _ ,r __� 1 I�-��� > ✓.....-r• '••+•. . .......•» wyti-+ ,�+.'• ,'' \••�� Gil x 40 -00 `_ .�• ' "�.� � ( TOP /IlIQE •1 -17 at l3 b�SI'�1�L C . . ..41+QQ ......_._. «_�- •r.��.r- /�y� :. - - ----- j x '�!�••�-' IA�,� �� wrr+��� ,... • ..►Z'N"IJLJ---,---•....._..,�'' X X' �.,-• � �--r'w r.`„'"L x."10 •` - I� 1 ..,�.'n"re'�! '•.rrrrr. x-�r�.w a..�i►.,�` -,'tir' "V`••.�.�1,` I� .t. 'KA x I �, \J \ .�.�.._ ..-.`w'•�.~. .� �r....-...-r... .,e... ..�...._..... .� +r..._..... V -__�4f.�.- . '� y f rP. Z''j4� Y N'Y!y- 14 t• .` ------ ,iX A xx f X •'-.,v`�--•• y '••,�. v tr lldD(Q W-cl IM form towcf OUTFALL �~' - X xx (�80 SWAG) _,r•Rouwt srcnoN • RIPRAP ~- ,r Ralrc cTIa4 W-4.0, " RIO LgA';S � ''�. .S� SEE SHEET 0030 CLASS L=8.0 FOR DE. AIL L 5W RIPHAP - •� D=? 0' PROPOSED $ SWALE 1N�12.0' a � INSTALL PER C'4S DETAILS THIS .' y I _ VINYL. CLAD CHAIN LINK FFNCINC "I 14EET L=10.Ci� �� ! SEE STD. DETAIL N0. 740 SILT FENCE ®=4.Q` ,�' `� b SEE SHEET 0070 z > - �F'OF"-�TAIt, c, �_a� fTl i► CONNECT PROPOSED IANY'�. CLA[1 � � APPROVED �IiA9N-'L11+IMC F'ENCF N'I"fFl EC \ . ''•• / bMATT1NG • EXISTING FENCE AT 90 ANGUi x � P ` -- SWAI_E ROT roM - - U • I J-1 c�, 7_' MIN. I�• -W 1l - - ��� PROMSED STS CONS^♦�'UIC 1 O y7�A ,' hIIN. _ �"� `- MIN. Goo ' a �,a � •� 01 .�- S'fiA. ,4$+95.10a 8.44LT " r-- D.5' MAX. � NY 1A• M -•„-M�_m..... CON'.lTRUCT 48" STANDARD MH I tTI _ _-_ • »......�.-..... SEL CWS STANDARD DETAIL NO. 010 _ EXPIP.ES; 12-31 -4?8 • """' FI,'ER ROCK 2" -314 { 2'.5'- 3" DEEFl--` - ' ~` DATE I iltt/M7 SWAT_E AREA FREESOARD TREATMENT AREA FREEBOARD I PUFFER/Ml TiGATI Nl `, ', ' LEGEND _ AREA - S' MINIMUM WIDTH _ y AREA AREA 20 .1 � DRAWN i FFP \ yV_r_ ,,�. Imo_ + uTS .. 1 P IS�1:1 BY CtE I FiEii 5,ELS MIX t 0 mix NONE LOW CROW MIX A, A PROVEC� � •�•�^� )( •�•••^�•••■• - EROSIGi�I CONTROL: SILT FENCE ' { SEE NOTE _ _ SEE NOTE Di'"',TMCT OR CITY �'\' C�CKEA I AMR �! • -"rT.•"St�?T -"r'?3T `4:T- _ Il Ai arTT -4't : ----- _-_ I I rf L.._..-:._�,._.._ .�..�_-__--__� -------__.____. .._.__._..._.__ ..- _ __._� I F3FN;l.�T • I TSl>afi141 xx --- xx ____ _ PFv'TiPOSCl7 �IiNYL CLAP CHAI�1�UNI♦ FEN E o0 AS APPP i Mol►tttanPr� Scds. 1 s,7�" -, to , DEFER TCI � A. CWS OEStLN /� CONSTT?UrT,QMI STANDARDS. FOR LANtDSC►11*ING � 0 20 �• S"" `""" PLAN ,.• ••" ,� RE . MICI_LMkN0 TTa PLAW141, 'MPSOP AMD PLAN'♦ Q SPt U CA0016- '°y PftOPClSED ERC3SIC1oa f,`f�NTRi(Df: I AGS" Ir I` a• P nt�N AS A"%20 by M+ i �,_" "ET ?&*** i 3. Ju t W93/tf.' PWIS M 'fRl,:Atia NT 7.�`£N ECaIrrGAM"- FOR AF.: OP4EP AIit:A% OR Cr F fUV("j! I'Wil iS ALSO AMVTAO:.s• • "- " '_"" �"�-' :'."•�' - "w+wy { 4. 12• OF TTVW. & '%MALL K M`I.AM R411KdLK'Y.1P119T TK WAXEN ('NPA(IlY TRACT. "" "" Y•r.�..._._.«_ �� B. fM M ARBA SMI AMR, 1tWW' "ALA f'tl*X � 411040W "MAG NYE •I. C'IIEIi WIPP $mVE �v, ('(>!.(tlAM 19£41 QIASffi sar Af'ttl.Y dT A RATE OF t3o) / AteC071 .�. fit. ? C)f tl ........«_+.._.+..........�.-- -_ _•r,...w......_..�.r._.�,...iw......r....w.a...._.._ ..+......._.r.r...._.r+r_.,-..o.w.�.._...r.....,.,......,..r,......«......,..._....r........, -- _ ..w,...................rl.Y.wd..44.Yr...-.., =-- na,: of14 is No% it t` } ' s{rW+tM��� wlia+wf �N1iiY+YMwI a'f .iv 4Q 4 r �7� 5r j . - EXISTING I c7 V SPRINKLER VALVE -- EXISTING FIRE HYDRANT z i, \✓ SEE SHEET x071 EXISTING SPRINKLER VALVE 8" PERFORAWD PIPE I / \ Ce? RD p/ fk U ` � GP TRASH i ir ENCLOSURE L .1 ..._ _ __ 0 r' /A 0 EXISTING 1 --�-_� �r��_r .� / CONNE CTI4N--� WATER TO SWALE I a: METER STORM SEE >1 J SHEET 0071 �,/� �•••�- DRAINAGE T�� CsWAi,.E--' .l SEE SHEET C071 FOR SWALE DETAILS LU .r-- L LJ < P P , CL .... Z) Cr i f O I � C PROPOSED 8.0 SWALE--,,,.� j CD F-- F-- I i i I ! i P Vv, - - -- .� 12 I i � PRl N I NY M• EkPIRES: 12-31--08 i 'DATE 106/am ORAYM I FM nr-anwD I FFn j ►; �// PROJECT • 1 +rmm Hcdzontol -Vea � 17-20, Cr 'JTIUTY PLAN SWEET NUM13M C080 �-_�� �+...rr..r...r..�,..rr�.e_..r..�.-...�......+,....,.�...r_..�,.+.........►.......n�.._. .�++.+.w.r........»�.....�+w..rr..w.w..,.+�.r+.r...._..a,..+.+r.r �..r.......r..._........r..... ...�..�..._.....n.........,.r....._........,f...............r....w.....,....�..rrw...r.._...w.r»_....u......«.�.........,r.r.....R,+.n,.�u.r'-- ..-._ ,.�...� .�,.,........_.-...�........-.._ �--+- Of + s 5.. ." 4 �Y�}Mflf+�MAlI� i �X;L. ,+.w+.+-...+.anu..�*�hl�'' �,q1m.•++tM'+nm+++1�d�"+4�'I"EM".'.... .. _ "-. ..:� ,�'".y,. r. .,,yy wo,+.ry,,;.aen..'y�. 1�+,hsi, +I�.S.3ytla4 Mlb t^+N +I+' �Y b , 1 �I� Y t f .. .. 7h_ ,wWrt'44i6{:KYgtlldfkKl.Min.�.++i.ri1.A.wiiaeUA:�M�' ... ,.. ,.:. :: .• '., , Lw . ..,.r.... .rr .�.. ..i .w..w..._+.rr. ...r.... ..+_..r ............+...... ......... .r. ..•.._.:.—............ .,, ......... .a.. ..r..a. .r.—.•...._.,.,. . ..::_. ..,.,. ,....—. . _ ... . . ., ... . .. _ ...— . . 0 RMEED DISTURBED SV SOL WTH SPORTS TURF NIX ° q� SEE ABOVE FOR SPECIFICATIONS 25X ARCADIA KENTUCKY SWEGRASS z o 't -- 25X SHAMROCK KENT>JCKV BLUEGRASS ...�,. �� -- 20X RUGO Y :1 KENTUCKY BLUEGRASS - 16f pEI .WARE XL PERENNIAL RYEGRASS . � ' TT � <<, ,/� — lt"A AMAZING PERENNIAL RYLGRASS u- 0& D vp C4 00, 10 000 fes.Ll RD 0 JJ1 01 p X 001, N � TRASH ENCLOSURE 00, - cr. �► r - -- EXISTING ! ! FENCE L.t.J Z Lu a x Ah A swwi L.9 w - - m a: s ! I c cr- PROP'MC 8.0' SWALE'. I PLANT PER CWS DETAIL ON SHEET 0071 1 J ••A K I X x 1 _._ ­..:_. __. I IA r � I PROPOSED CNA!N--LINK FENCE—,, r�. SEE SHEET 0071 `\, x' ` �Y M• ! I FOR CONNECTION! TO EXISTING G � ! rEmcF, TO Tmr swTN I / EXPIRES:: 12-31—OB � '� • � . r... iDA'fl_ IOI.tAnW _ �EET� 11�4A I . ..-`"' ` _``"--•,, � � * _ I'�tw�a�onle�l Scio%a f�20' pqojqEa" s 11wIfy0itn . 20PL ANTM PLAN- r R r 9 L100 db r 1 ~ an u as +lYM