Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Plans
` . , copy OFFICE COPY �Z1-cili {C� I41-rogw ► . , POLYGONATROSHAKRIDGESWIM CENTER _ T TRACT U, POLYGON AT ROSHAK RIDGE SUBDIVISION, NORTHEAST CORNER ___.. OF SECTION 7, TOWNSHIP 2 SOUTH, RANGE 1 WEST, SEC. 7 W.M. • ► Z CITY OF TIGARD J1114 2021 WASHINGTON COUNTY, OREGON CITY OF TIGARD BUILDING DIVISION GROSS ACREAGE: 0.16 AC 1 II \----' ,ann.. sw=°N°"BF.S._W""D e4/1� �1••••.�' TaylorMorrison. UTILITIES & SERVICES: =� ,, ��P,;,,•lPll WATER: TUALATIN VALLEY WATER el$:•� STORM: CLEAN WATER SERVICES , i o'er SEWER: CLEAN WATER SERVICES __.___. I.. I S17°�::�"N •' Y•.Lull POWER: PORTLAND GENERAL ELECTRIC ;fig leli Fj1110 POLICE: WASHINGTON COUNTY SHERIFF I "I ••,m l..J P[I] 3-Tpr, 5031TV g, 4 N -VV�HIHI III 7FIRE: TUALATIN - �— —I -- I �o ��"p��III RI 507-941-9484 In 503-941-94R5 SCHOOL: BEAVERTON SCHOOL DISTRICT UE / IJ_� J 1I J__._� -- ,�_� GAS: NORTHWEST NATURAL SW SUNSHINE COAST STREET _ GEODESIGN INC _ 0 :N:wnnnuu PARKS: TUALATIN HILLS PARK&RECREATION ( -- ri il _ • •= r1 1 r PROJECT SITE ; •r .1g•%� REVISIONS PHONE: FRONTIER g ��►�� DATE DESCRIPTION WASTE DISPOSAL: WALKER GARBAGE SERVICE I r ---.' IEll I ili���� CABLE: COMCAST r ■ I I V4 I_. I 1 r 1 I I 1 1 I I :III: l���4ii A 6/16/21 BUILDING __ IL ♦ DESIGN REVISIONS 11 --�__� — __� n A C ^j I '9 6V LL MOVIYrPIH ,11 SW TOWNSVILLE STREET �I I l��lq ,,, BENCHMARK: ,_ ? ----__ _"".- g®I9J --� t PUT OF INTERSECTION OF SW CRE ROGERS ROAD AND El_ie 1 - 'a F - _I'a I I I'- m( VICINITY MAP WASHINGTON COUNTY BENCHMARK NO.938, I ROY A BRASS DISK SET IN CONCRETE, NE CORNER % -" I II _ SHEET INDEX: SW BEEF BEND ROAD. .1 k I I I \ r 1 J I 1.1 COVER SHEET /ate---- ELEVATION DATUM: NGVD 29, ELEVATION = 180.657 c= I I 1 I - ' - I 1.2 GENERAL NOTES I I -- 2.0 EXISTING CONDITIONS&DEMOLITION PLAN PRT -1 1 I __ 3 '-- ----I I 3.0 DIMENSIONAL SITE PLAN VSINey/ APPLICANT: ,--1 1,____ I I g Ij o I I-- 4.0 POOL DECK& FENCING PLAN G4n2PE —--—, DREG9N G POLYGON WLH LLC r I I I I -Iy I SW OTANYBAY LANE 1 I 5.2 FINE GRADING PLAN '::1,., 51, o 703 BROADWAY ST SUITE 710 rta I i __—__ I 5.3 FINE GRADING PLAN CONTINUED r7 q (SQ+ VANCOUVER,WA 98660 1 r �-- -- I a 5.4 FINE GRADING PLAN CONTINUED c. [P]503-221-1920 c:: PROJECT SITE-. IRAcr ul W _ II - � r 5.5 FINE GRADING PLAN CONTINUED EXPIRES: 12-31-21 o CONTACT: CURTIS HUSON o I _ I -1 I 5.6 FINE GRADING SECTIONS& POLYGON AT OWNERS: 1 _� _ I -r I`__ , __J L_ _� STAIR DETAIL PLANS RNAMPTONIANE I l 1 6.0 STORM DRAINAGE PLAN ROSHAK RIDGE El ---- -"- PROPERrvuNES -� - 6.1 SANITARY SEWER AND WATER PLAN +. ROSHAK FAMILY LLC L TRAI - SWIM CENTER s TIGARD, R gH TOR DR. Row LINES I 1 7.0 DETAILS LEGEND: I \ 24 -__--_ —� L_I_--1 J \__1—__—_ J l_ 8.0 DETAILS CONTINUED Construction Documents 9.0 DETAILS CONTINUED PLANNER: PROJECT BOUNDARY I SW I ULL MOUNTAIN RD(C.R.NO.262) L1.01 PLANTING PLAN o I I EC EXISTING CONDITIONS-ESC PACIFIC COMMUNITY DESIGN, INC EC2 PROPOSED GRADING-ESC 12564 SW MAIN ST. '� EC3 EROSION AND SEDIMENT CONTROL DETAILS COVER TIGARD, OR 97223 SO.1 RETAINING WALL PLAN (CAST IN PLACE) SHEET [P]503-941-9484 LANDSCAPE ARCHITECT: ENVIRONMENTAL CONSULTANT: FIG B-3 WALL DESIGN TABLES(LOCK N LOAD) CONTACT:STACY CONNERY,AICP CIVIL ENGINEER: PACIFIC COMMUNITY DESIGN, INC FARALLON CONSULTING, LLC 12564 SW MAIN ST. 4830 SW MACADAM AVE.,SUITE 500 CITY OF TIGARD PROJECT NO.: 399-010 SWIM CENTER TIGARD, OR 97223 PORTLAND,OR 97239 PACIFIC COMMUNITY DESIGN, INC Tyre CONSTRUCTION A 12564 SW MAIN ST. [P] 503-941-9484 [P]503-280-4635 Approved b PI nning REVIEWED BY: PRE PRE ` TIGARD, OR 97223 CONTACT: KRISTINA KOLTAVARY, RLA CONTACT: CRAIG WARE, RG, LG r [P] 503-941-9484 Date. Z 1ST SUBMITTAL DATE 3/09/2019 APPROVAL DATE 4/1/2019 CONTACT: PATRICK ESPINOSA, PE Initials: SURVEYOR: GEOTECHNICAL ENGINEER: TRAFFIC ENGINEER: NATURAL RESOURCE CONSULTANT: PACIFIC COMMUNITY DESIGN, INC o GEODESIGN, INC. KITTELSON&ASSOCIATES, INC SWCA ENVIRONMENTAL CONSULTANTS S 12564 SW MAIN ST. 15575 SW SEQUOIA PARKWAY, STE 100 610 SW ALDER STREET,STE 700 434 NW SIXTH AVENUE, STE 304 • TIGARD, OR 97223 PORTLAND,OR 97224 PORTLAND, OR 97205 PORTLAND, OR 97209 [P]503-941-9484 [P]503-968-8787 [P]503-228-5230 [P]503-224-0333 SCALE .a CONTACT:TRAVIS JANSEN, PLS, PE CONTACT: SHAWN DIMKE, PE, GE CONTACT:JULIA KUHN, PE CONTACTS: MIRTH WALKER, PWS, CWD 150 0 /5 150 MO z 1 INCH=150 FEET CITY OF TIGARD GENERAL CONDITIONS 17.EFFECTIVE EROSION CONTROL IS REQUIRED.EROSION CONTROL DEVICES MUST BE 31.THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR,IN WRITING,THE 1. THE PERMIT HOLDER MUST COMPLY WITH ALL APPLICABLE PROVISIONS OF FEDERAL INSTALLED AND MAINTAINED MEETING THE CLEAN WATER SERVICES AND DEQ NAMES AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF TWO(2)PERSONS WHO -? AND STATE LAW.THE TIGARD MUNICIPAL CODE,AND THE TERMS OF ANY REQUIREMENTS.THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND HAVE AUTHORITY TO RESOLVE PROBLEMS,TAKE CORRECTIVE ACTION AND,IN SI AGREEMENT WITH THE CITY OF TIGARD REGARDING WORK TO BE DONE PURSUANT STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. GENERAL,WILL BE RESPONSIBLE IN CASE OF ANY EMERGENCY.THE PERMIT HOLDER TO THIS PERMIT. SHALL NOTIFY THE CITY INSPECTOR,IN WRITING,OF ANY/ALL ASSIGNMENT 18.PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A CHANGES. 2. THE CITYS STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS"MANUAL ON STANDARD GRASS MIX;SHRUBS,FLOWERS,BARK DUST,EXISTING SIGNS,PAVEMENT (� UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS",US DEPT OF MARKINGS,MAILBOXES,ETC.SHALL BE REESTABLISHED,REINSTALLED,OR f J,l���j�h �. TRANSPORTATION,FHWA,CURRENT EDITION. REPLACED,WITH LIKE KIND AND MATERIAL 9��'Y\\\L •�++�L 32.THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY 3. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE INSPECTOR,IN WRITING,THE NAME AND 24 HOUR EMERGENCY TELEPHONE WITH THE CITYS STANDARD SPECIFICATIONS AND,ALSO,IN ACCORDANCE WITH A 19. EFFECTIVE DRAINAGE CONTROL IS REQUIRED.DRAINAGE SHALL BE CONTROLLED NUMBER OF A DESIGNATED"COMPETENT PERSON"RESPONSIBLE FOR CITY(JOB SPECIFIC)APPROVED TRAFFIC CONTROL PLAN.A COPY OF THE WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE CONSTRUCTION SAFETY AS PER OR-OSHA,CHAP.437,DIV.3 CONSTRUCTION, APPROVED TRAFFIC CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA. PROPERTY,PUBLIC PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY SUB-DIVISION P-EXCAVATIONS.THE CONTRACTOR SHALL NOTIFY THE CITY IMPACTED.THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. 4. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC,AT ANY TIME,WITHOUT HAVING FIRST OBTAINED WRITTEN APPROVAL FROM THE CITY ENGINEER.THE 33.IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER PERMIT HOLDER IS RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF 20.OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON UTILITY RIGHT•OF-ENTRY AND/OR EASEMENTS PRIOR TO STARTING WORK.PROOF OF TRAFFIC FLOW DISRUPTIONS TO AREA WIDE EMERGENCY SERVICES(TIGARD POLICE NOTIFICATION CENTER.SAID RULES ARE SET FORTH IN OAR 952-001-0010 RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS,SHALL BE PROVIDED TO TaylorMorrison. DEPARTMENT,TUALATIN FIRE AND RESCUE)AND TO TRI-MET AND TIGARD SCHOOL THROUGH OAR 952-001-0080.COPIES OF SAID RULES MAY BE OBTAINED FROM THE THE CITY.THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE DISTRICT AND OTHER SERVICE PROVIDERS. CENTER BY CALLING 503-246-1987.IF YOU HAVE ANY QUESTIONS ABOUT THE PERMIT HOLDERS FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-OF-ENTRY RULES,CONTACT THE CENTER.NOTE: DAMAGE TO UTILITIES SHALL BE OR EASEMENTS. CORRECTED AT THE PERMIT HOLDERS EXPENSE. 5. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE GENERAL MOTORING PUBLIC BY PLACEMENT OF AN ADVANCE NOTIFICATION SIGN 34.BEFORE PLACEMENT OF ASPHALT,THE PERMIT HOLDER SHALL CLEAN AND AT EACH END OF THE CONSTRUCTION AREA 72 HOURS(MIN.)BEFORE INITIATION 21.CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL COMPLETE A PRE-ACCEPTANCE VIDEO INSPECTION OF ALL NEW SEWER LINES.THE OF CONSTRUCTION WORK. ELEVATION AND HORIZONTAL LOCATION PRIOR TO START OF WORK(POTHOLE PERMIT HOLDER SHALL PROVIDE THE MY WITH 30 DAYS OF NOTICE FOR THE PACIFIC CCIM UI.TY MINIM BEFORE DIGGING IF NECESSARY).SHOULD CONFLICTS ARISE AND REDESIGN OR VIDEO INSPECTION.ANY DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF RELOCATION OF FACILITIES BE NECESSARY,IT SHALL BE DONE AT THE PERMIT FINAL LIFT. 0]603-941A464[F]503-941-9485 6. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES,INCLUDING HOLDERS EXPENSE.CHANGES MUST BE APPROVE BY THE CITY IN ADVANCE OF NORMAL DELIVERY SERVICE AND MAIL SERVICE AND IF NOT,SHALL BE CAUSE FOR WORK PERFORMANCE.CONTRACTOR SHALL COORDINATE THE WORK WITH GEODEAGN,INC WORK STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED. AFFECTED UTILITY AGENCIES. 35.(PRIVATE SYSTEMS)THE DEVELOPER SHALL MAINTAIN THE WATER QUALITY FACILITY AND CORRECT ANY DEFECTIVE WORK AND SHALL PERFORM ALL REVISIONS SCHEDULED MAINTENANCE TO ASSURE PROPER FUNCTIONING OF THE FACILITY. DATE DESCRIPTION 7. TRAFFIC CONTROL DEVICES,FLAG PERSONS,ETC.,SHALL BE IN PLACE PRIOR TO 22.A TEMPORARY HARD-SURFACE PATCH(COLD MIX A.C.OR HOT MIX BASE PAVING) INITIATION OF CONSTRUCTION WORK AND SHALL BE EFFECTIVELY MAINTAINED. SHALL BE PLACED ON TRENCHES WITHIN ROADWAYS AT THE END OF EACH DAYS 36.(PUBLIC SYSTEMS)THE DEVELOPER SHALL CREATE AND PROVIDE TO THE CITY A WORK.NO TRENCH,ON SITE OR OFF-SITE,SHALL BE LEFT AT ANY TIME IN AN Q 6/16/21 BUILDING 8. PURSUANT TO TIGARD MUNICIPAL CODE SECTION 7.40.180,WORK IS PERMITTED U-SAFE CONDITION.THE PERMIT HOLDER IS RESPONSIBLE FOR AND IS LIABLE FOR SCHEDULE FOR PERIODIC(QUARTERLY)MAINTENANCE OF THE WATER QUALITY DESIGN REVISIONS HAZARDS OR DAMAGE RESULTING FROM THE PROSECUTION OF THE WORN. FACILITY.THE DEVELOPER SHALL MAINTAIN SAID FACILITY FOR A PERIOD OF THREE BETWEEN THE HOURS OF 7:00 AM TO 7:00 PM DAILY UNLESS OTHERWISE (3)YEARS FROM THE DATE OF CITY CONDITIONAL ACCEPTANCE OF THE PUBLIC AUTHORIZED BY THE CITY MANAGER. IMPROVEMENTS.ON OCTOBER 1ST OF EACH YEAR DURING THIS THREE(3)YEAR 23.WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING PERIOD,THE DEVELOPER SHALL REPORT,IN WRITING,MAINTENANCE ACTIVITIES 9. HOURS OF CONSTRUCTION WORK ON COLLECTOR AND ARTERIAL ROADS WILL BE FACILITIES(ROADS,DITCHES,ETC.)AS MAY BE NECESSARY,IN THE CITY TO THE DIRECTOR OF PUBLIC WORKS.CITY CREWS SHOULD MONITOR PROPER LIMITED TO 9:00 AM TO 3:00 PM UNLESS AUTHORIZED BY THE CITY ENGINEER.NO INSPECTORS OPINION,TO OVERCOME DETERIORATION OR DAMAGE WHICH REMOVAL AND DISPOSAL OF SILT AND DEBRIS.PRIOR TO CITY FINAL ACCEPTANCE WORK WILL BE PERMITTED ON COLLECTOR AND ARTERIAL ROADS BETWEEN 3:30 PM OCCURRED IN CONJUNCTION WITH THE WORK AUTHORIZED BY THE PERMIT. OF THE FACILITY,THE DEVELOPER SHALL PROVIDE A WRITTEN EVALUATION OF THE AND 9:00 AM UNLESS AUTHORIZED BY THE CITY ENGINEER. CORRECTIVE WORK SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. OPERATION AND MAINTENANCE NEEDS OF THE FACILITY AND CORRECT ANY DEFICIENCIES IDENTIFIED IN THE EVALUATION. I10.MINIMUM TRAVEL LAND WIDTH SHALL BE TWELVE(12)FEET,UNLESS OTHERWISE 24.ONE AS-BUILT DRAWING AND PDF SHOWING ALL NEW PUBLIC IMPROVEMENTS, .7. APPROVED BY THE CITY ENGINEER.PEDESTRIAN TRAVEL SHALL ALSO BE PROVIDED INCLUDING ANY REVISION MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION II�QQ�� FOR. PLANS AND,ALSO,ANY IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC S'MG 17 F / .:4 FOR. OR FACILITY,SHALL BE PROVIDED TO THE CITY BY A REGISTERED CIVIL n ENGINEER ALONG WITH AN ENGINEER'S CERTIFICATION OF INSTALLATIO ''...9,,, - 11. THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL COMPLIANCE.IN ADDITION,THE APPLICANT'S ENGINEER SHALL PROVIDE THE CITY qqy� -2 REQUIREMENTS AS MAY BE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO WITH AN ELECTRONIC FILE WITH POINTS FOR EACH STRUCTURE(MANHOLES, '' VTR S7• o" d ASSURE PUBLIC SAFETY. CATCH BASINS,WATER VALVES,HYDRANTS AND OTHER WATER SYSTEM FEATURES) 9/Cf q [SaS+ til IN THE DEVELOPMENT,AND THEIR RESPECTIVE X AND Y STATE PLANE EXPIRES: 12-31-21 i 12. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY,THE PERMIT HOLDER SHALL BE COORDINATES,REFERENCED TO HAD 83(91).INCLUDE ACROBAT(-^PDF)FILE AND ONE 11 X 17 COPY OF AS•BUILTS. POLYGON AT z, CONTACTED BY THE CITYS PRIVATE DEVELOPMENT INSPECTOR(503/639-4171)TO - ESTABLISH A PLACE,TIME,AND DATE FOR A PRECONSTRUCTION MEETING. 25.A SEWER SYSTEM AIR-TEST AND A VIDEO TEST REPORT AND ONE SET OF BLUELINE ROSHAK RIDGE 13.THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITYS INSPECTOR AT "AS-BUILTS"(OF EITHER OR BOTH THE STORM AND SANITARY SEWER SYSTEMS) SWIM CENTER 503/639-4171 TWENTY-FOUR(24)HOURS PRIOR TO COMMENCING WORK, SHALL BE REQUIRED BY THE CITY FOR REVIEW AND APPROVAL PRIOR TO 1 TWENTY-FOUR(24)HOURS PRIOR TO ANY STAGED INSPECTION AND AFTER CONNECTION OF ANY BUILDINGS TO THE SEWER SYSTEM. Construction Documents 7 COMPLETING WORK COVERED BY THE PERMIT. rc 26.THE PERMIT HOLDER ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION O 14. A COPY OF THE PERMIT AND ALL ATTACHMENTS,AND A COPY OF THE APPROVED REPORTS,ON A WEEKLY BASIS TO THE CITY'S INSPECTOR.(SEE DEVELOPER- _ CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK ENGINEER AGREEMENT NOTE 1/5). o AREA.ALL WORK SHALL CONFORM TO THE PERMIT TERMS,CONDITIONS AND GENERAL $ PROVISIONS AND TO THE CITY APPROVED PERMIT PLANS,AND APPROVED PLAN 27.THE CITYS INSPECTOR MAY,AT HIS DISCRETION,REQUIRE PROVISION OF TESTS 5, AMENDMENTS AND TO THE CITY'S STANDARDS AND SPECIFICATIONS AND TO THESE AND OR REPORTS FROM THE PERMIT HOLDER,THE PERMIT HOLDERS ENGINEER OR NOTES .A GENERAL CONDITIONS.CHANGES TO ANY OF THE AFORESAID MUST BE APPROVED CONTRACTOR TO VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION u BY THE CITY,IN ADVANCE OF WORK PERFORMANCE. ADEQUACY/COMPUANCE.SUCH TESTS/REPORTS SHALL BE PROVIDED AT THE PERMIT HOLDER'S EXPENSE. 15 15.MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY PROJECT NO.: 395010 SWIM CENTER U OF THE PERMIT HOLDER.THE WORK AREA AND APPROACH ROADS SHALL BE 28.THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE ETYPE: CONSTRUCTION N MAINTAINED IN A CLEAN CONDITION,FREE FROM OBSTRUCTIONS AND HAZARDS.A AND WAIVER DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTURBED BY i COPY OF THE PERMIT HOLDERS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE CONSTRUCTION ACTIVITY,AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER REVIEWED BY: PRE t AT THE WORK AREA. SATISFACTION. 1ST SUBMITTAL DATE 3/09l2019 APPROVAL DATE 4/1/2019 0 16.THE SPREADING OF MUD OR DEBRIS AND STORAGE OF MATERIALS OR EQUIPMENT 29.EXISTING MONUMENTS,PROPERTY CORNERS,AND SURVEY MARKERS SHALL BE OF ANY KIND UPON ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED AND VIOLATION PROTECTED.REPLACEMENT SHALL BE AT THE PERMIT HOLDERS EXPENSE. m SHALL BE CAUSE FOR IMMEDIATE CANCELLATION OF THE PERMIT.THE CITY MAY AT ' ANY TIME ORDER IMMEDIATE CLEANUP AND STOPPAGE OF WORK TO ACCOMPLISH 30.THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE d CLEAN-UP. INITIAL AND FINAL LIFT OF ASPHALT HAVE BEEN PLACED. S 19 1 . 2 a LEGEND ..,.. EASEMENT ONES B EX SANITARY MANHOLE -. EXISTING RIGHT-OF-WAY 0 EX SANITARY CLEANOUT IXISTINGCENTERUNE ® EX STORM MANHOLE `l --- EXISTING PROPERTY UNE 0 EX AREA DRAIN EXISTING BOUNDARY UNE EX CURB INLET G 0 EX STORM CIEANOUT .s. ,,- `.:••.I EXISTING SIDEWALK V EX FIRE HYDRANT ---]7A--- 2-FOOT CO IOU S • EX WATER METER IX - -FRB-- IX14F00T CONTOURS d EX WATER VALVE F TC ��e� _AIR..-_ EX SANITARY SEWER 8 EX BLOW-OFF \ IX STORM DRAIN • IX AIR RELEASE VALVE Y - WI IX WATER UNE • EX GAS VALVE ]. 6 IX GAS ONE E EX CABLE RISER —W— EX BURIED POWER UNE 8 EX TELEPHONE EX TGEPPONE�R Mel IX OVERHEAD POWER UNE _ EXISTING FENCE > xCu.1 EX CABLE TV UNE • -- •1-- EX TELEPHONE UNE - ES TREES ---__ _ z , SW R—= TERRgO�'BLVD /~ Q P---_o TaylorMorrison. F:.--..IIIIID --'.1n'leliallarl I 4•+�, �■■� — i g \ - J —`F'o PACPCCOMMONm'DEVGN ` ` ''--_.SNP' .p.■ I ■��■��■ //c 14 I V [f150&941A4841F]503A41A485 ^ ' „i I . ■� / \ \ J GEODESIGN.INC `��~�'- '' »S, +.- •®■■■ �■■ ` EXISTING SANITARY SEWER,TYP. 1 / _ ` aRA i '' - _ `.»r.--"'' - I__________________ __� ■■ ; I 1 - // _ / REVISIONS l _j1+,��+ - \ 1 -` // ! DATE DESCRIPTION _ k� - _ --' �' - ...- -- EXISTINGER TYP 1 \ '�_ '� 'Jla� �.. ---.- +' _ _- Sn'- 1 + - r I __.-i \\\`�- _ '_.. L ., ._. .lI : //' \�/' / 1Q 6/16/21 BUILDING ` -` n r- -110 -�" ...IN -- i/ \ \ \�._ ./ PORTION OF / DESIGN REVISIONS `'-� �'a)a� ��-' - '--'' -rr Sz9 - '._ Sir" EXISTING LOCK N e- + -' l F� \ "A...."-... 4- EXISTING STAIRS TO 'all\ \� _- ___----' �, » --- \ \ \_--- 6 BE REMOVED LOAD RETAINING _ \ \ __ -'- - -511'." / \ N. \ WALL TO REMAIN. ' \ay, \\-.-. ...^ ---__-+ _ ' --re. 'f \Q\-..---__in 4-___ - -� ` MAX HEIGHT ISN �� '�� '`� \ --- 1 - ++ + ' -3a rd. \ EXISTING WALL TO \ I\ _ - - ' '� \ _ -.�.__ Sn-."+ ---.,__- - f. -\ \ mBE REMOVED - , \\ \ • s �\ -�'\ \,+e \- + -- --_ .� -- '."' // // /.-+'��_-`` \\\\\\ s I I `1 I I I \\ N. s\` �`� .'\ \\\•g \--"_- `� _ ..Iva-' - ___/'//////// //`/,.� _\ \\1\,\\ .''' PORTION OF TPORTION OF "_ \ ~ 1Kp pp�. \\ \ \ - _ / / / +' \ \ \ \ i e EXISTING ALLEY TO I !OUSTING SIDEWALK 1 `T. �cV / \ �`�I TO DE REMOVED A .� IN \ \ `+� \\ \a \ _ -/ / / / - \ ` \ \\ BE REMOVED I 1 pG F�e9 ,q `\\ -�� \ \ \\\ \,lJ ___ -../' // / // // /PORTION OF COSTING WALL 3e.\I-' • I I �/1 1\ Z /. =�\ \ \ �\ \ _! - -.--- // / // // // TO BE REMOVED\ ' ., ® I I I I/ .\ l\s\ \ \\\\\\ \ "r.\ -_ _- -_31z.-- /' / /' /' /' /'- \ \ •11\ \ \ '.:-.. 1 I I �l \\ � "�tT�e< \\ \ \ \ \\ _+" — // // // /' \ I \\ \ \ / xss E 1 232\\ EXPIRES: 12-37-21 c \ \ \ — — -11 �/ / / / r/ \ \ \\\ \ 1 I - fit--.— ,y o \ \\\\-- mod.\ ——— N— /' \ \ \ \\ I , POLYGON AT \\ \` \\\\ ..__-_- _ // // / \\\\\\ \\ map• • = I 1 I 1 \\ \\ \ \\\\`\ ` __- --�__- - - /�fRALTo // \ \`\\\ ` I,'-- 1-J�_ o \\ ROSHAK RIDGE W r--' ------- _ _=- / / \\\\\\\ \\ o, I EXISTING PRIVATE 1 "\ SWIM CENTER EXISTING PARK WAIXWAY / •31a. ' \ / \\ \\ `• ~ I DRIVE TO REMAIN ...... 4 \ TO REMAIN, \\ (\ / r \ \\ \\ \\\ \\\ �/ /• \\ \\ \\\ig , I \\\ Construction Documents \PARK IWRDVEMENTS \ \ / l / • '\\ \ \\ —.L CONSTRUCTED tg \ \\ I \\ \\ \'' \\- -` �`_ \ \\\\ •l ` ia_ACTV ___._._�_..__L._ 1\ \ z SEPFRATE PERMIT. \ \ \ \,� \ \ \ \� `\ �� \\\ \ . 1 .. I I •\\ o f c `\\\\ / \\ \\\\\ \ \\\ --_ -__---Sq�-- ____ __--`__--_7 J l lJ 11\'aQ 1 o- 1 r\k l \\ EXISTING \ a1_ --- ----- / CONDITIONS R 3w_ \ — --- -- V— a ,/ \ ` DEMOLITION \ __'/ II °R EXISTING PRIVATE \ rt---- S - 'I I EXISTING STORM '�av3_ _ 1 J` \\ DRIVE TO REMAIN \�• \ PLAN .ii R .... \ e k -E-29CONN8d90N _ I eI \\l'\ \\\\ PROJECT NO.: 395-010 SWIM CENTER U • �` ` 233 a -_ >~E105TING TYPE: CDNSTRU[TN)N a °; n o` ❑ -.:. REVIEWED BY: PRE u •U7RlfIEi TO , NOTE: ,L., EXISTING SIDEWALK.TYE.] REMAIN n 1 .1 ssx sSx-T- AST SUBMITTAL DATE 3/09/2019 z -- ' '-_. DOES NOT INCLUDE PARTIAL APPROVAL DATE 4/1/2019 L _ - • /.�- - - 1 IMPROVEMENTS CONSTRUCTED WITH I'P / EXISTING SANITARY OW cW yv/ xW OW ITS SW xW LATERAL CONNECTION—Iv'' Vs xW-4.-%"' —nw / , 0S ORIGINAL SWIM CENTER PERMIT- ; ///' IE.296.43 \\// / I L_ .._ s EX6TINGNATTEPR SERVICE _ ==__,o, �168THAVENUE k D mx-r—OS% au 00. 0a CLOG Csx my ON an CD as OS asx 0sx att asx—an an_ I `\ o �//' TEXISTING 1-WATER I \ \`�+ po II N \ � I 0 \�. .,.. ._. ,.. ( __ .... ,,.. I ._. ._ .... _. I .�. ..N /// 1 �\ �... _.-.__.._.III SCALE 2 • 0 EL10 0 5 10 ELEVATION DATUM: NGVD 29 1 INCH=1 ET LEGEND: .. ---- Row ERTY �` __ PRODING LIMITS LINES tai,„--", J;, ` - `'- ----- !-_-------1�--- BUILDING LIMITS ACCESSIBLE ROUTE "°- _ RAMPS GREATER THAN 1.20 C �� _ 1 alph Ten/Lace , SW RIVER TER - LANDING RACE Bp--.vARD 1111111111 *SO een UNIT Of SIDEWALX �Q CONSTRUCTION \ �, ACCES518LE ROIRE OF ��� *n� TRAVEL TOSWIMCENTER 7,�� , -- HANDRAIL„,_ FT6QEAI5 \ TaylorMorrison. . EXTEND LENGTH OF PATH ���� �� ������ �' I- • •• o GUARDRAIL WITH ATTACHED ��� HANDRAIL PER DETAIL r�l �„ 6,SHEET 8.0 a F./N.-LID - GRADING ������ _Z - o I s.r EXTEND LENGTH OF WALL - 8` -g -01r-` 0?rl8 �,"Q" r 8 PAOACCOmmuN3TY DESIGN y NJ 50.9-941-9484 IF)503-941A/85 - f_..LI -_ RAOUTE Of . eov J xl.ar e.ou t4-I^a, I GEODESIGN.INC TRACT U ` - _ _ �'� Bou NOARv TRAVEL 1 i "` 6 �— RETAINING ' -4-I ce^T 5W n.9r I 6.9P 1- REVISIONS il :Ir' I ��`� - W� MI MI 111011111111111111111111 IS MUM IS al DATE DESCRIPTION RETAINING • - - ---- -�--- __--- ---_---- WALL I HANDRAIL PER DETAILS _ osV , $ \ 1� 6/t6R1 BUILDING ( ,, 4 8 5,SHEET 8.0 GUARDRAIL WITH ATTACHED t. \I-.,S. -I 1 jl EXTEND LENGTH OF PATH HANDRAIL PER DETAIL \ DESIGN REVISIONS !°'0p I 6,SHEET 8.0 HANDRAIL A PER DETAILS 4 ^ -� EXTEND LENGTH OF WALL s 4 Ft S,SHEET 8.0 S SWIM CENTER -T- -- s� i EXTEND LENGTH OF PATH FF:310.5 _ —� a ACCESSIBLE 'T-\ I �—11 ad I ROUTE OF �{ e....I 1 �� e $ , HANDRAL PER DETAILS 4.91 \\ �R6>�Rl M.A' ,. TRAVEL H-' 1 HI^ - i z.es- _ —�i ram—TRACT U EXTEND LENGTH O SHEET PATH / _-' ��.f e. - GUARDRAILIL ER LACHED {6T TRAIL PER DETAIL EXTEND LENGTH OF WALL �C ' 1 PERIMETER 1 C�➢pMr� 's.aP s.II _, 1111 FENCING POOL DECK -.. -'_.. 1�+- r� ♦ `1 GATE ELEV.310.4 L ,U VS f,PG I NEF / 9 HANDRAIL PER DETAILS � -411101 OREGM ` 6,SHEET 8.0 : - - I l�� S" Ob EXTEND LENGTH OF WALL a. �` NOTE:f0R ADDRIONAL I f - ,) /ESE 2i SIN -31 N. INFORMATION, S SEE ,' I 111 /.� EXPIRES: 12-31-21 c ` SHEET4.0 CIP I I i ` 11�NT9NG RETWNI I__ ,,.,, 1J I POLYGON AT VVf ALLS 112D SF POOL awr j =a.=, ROSHAK RIDGE " $ RETAINING SWIM CENTER y9 _ iI" °I' i1',.--"al'ia:i1.ai WALL Construction Documents _.._.___-- ---......GUARdWL WITH ATTACHED - -- -. _ l=7 14 44 n V HANDRAIL PER DETAIL•► ------- - w 6,SHEET 8.0 `^ _—-_—__ _ EXTEND LENGTH OF WAIL -IS fl.- _ - - S 9�, -v- _____ — = -- - s -- = - --T--- DIMENSIONAL 4rMNnNNM Nals � mE � N Q! : 3 - - 1 - - 1 SITEPLAN UMR OF RETAINING ACCESSIBLE ROUTE OF I PERIMETER \ . I . SIDEWALR WALL TRAVEL TO SWIM CENTER FENCING - 1 I O ---. ----_. .-.--: :_..-_:CONSTRUCTION .._. \ UMTT 1X CONSTRUCTION II I I I PROJECT NO.: 395010 SWIM CENTER E \\\ TYPE: CONSTRUCTION SW 168TH AVENUE % ' REVIEWED BY: PRE __ - - - _ _ _ ACCESSIBLE ROUTE OF El TRAVEL TO SWIM CENTER I 1ST SUBMITTAL DATE 3J09/2019 3 \ --- Go \\ O iI �\I 4PPROVIL DATE 4/1/2019 - ._..__ ..._ . r • 1 3 V o y � SCAI F,, �v �V � � V to - D- 5 1 0 3 . 03 � � I _m ---_-- _ �:T _—_ -- - \\ I 1 C IDFEEn Z ELEVATION DATUM: NGVD 29 -47 U1en Ttnnace L v 1 ---- ---- L PER L— — L� j RDETAILS 4&S,SHEET 6 TaylorMorrison, VERTICAL CURB PER DETAILS , 1&2.SHEET HAHDRNL PER DETAILS F.,,,./4".,411141111 l� A /&S,SHEET B E%TEND LENGTH OF PATH --1 -H 1 a ° 1 ° P#GIFIC L'OhN�4l3NdTY D£i+Gda N r_� � � .. m 500-941-9461�F)506id1A485 r �., FENGNG PER DETML I', GEODESIGN,INC F~ 2,SHEET 7 REVISIONS L J DATE DESCRIPTION Z — — _ — —j- _ __ REFER TO ARCHITECTURAL PLANS —GATE AN0 LATCH �1 -1 HARDWARE PER I DETAIL SH EET] 3000 I 1 6/16/21 NG DESIBUILGN REVISIONS —(3 EQUAL SPACES/ "'-- 22.8Y II II --- I FENCING 111 SHEET 7 ` 6 EB .*' R I jA py II CONCRETE DECK 11J 'PV \p u PER DETAIL 5, 4 E ESR 8 SHEET B , 0 - EXPIRES: 12-31-21 h b a O n r DECK DRAIN F- li V Q POLYGON AT gfk_ II a ROSHAK RIDGE { — I Ill -W SWIM CENTER ® HANDRAIL PER DETAILS ,� 4g.0p II Construction Documents ° J85,SHEETS w ' �DETAILREFERTD50NCOPING SHEET7 • IISCORING • (TYP.) POOL DECK Et FENCING PLAN — v 55.67 _. ... II 3 50.00 _ 21.9Y d (5 EQUAL SPACES)— - (2 EQUM SPACES) U Al A _A ME At� MI MIR MI 111 P PROJECT NO.: 395.010 SWIM CENTER E !a�'�� ��� TYPE: CONSTRUCTION \ FOR PERIMETER FENCING 1 REVIEWED BY: PRE u - SEE DETAILS3&4,SHEET 7 ' ._. 61.30 1ST SUBMITTAL DATE 310912019 S - APPROVAL DATE 4/1/2019 o C o 3 o E SW 168THAVENUE 5 5 0LE 25 5 • R ELEVATION DATUM: NGVD 29 1 INCH=5 FEET 1 SHEET 5.4 '� _ / L_ ___ - -•<__ sW RIVER TERRACE BLVD SHEET 5.5 - - - - - c17eR �tRR �C� I 2 TW F -5.9--31 B.7 FG �\ D.5 319.1 TW \\. e _ _ L\ 318.9 FG - s _ _ _ o r { B.B �. TaylorMorrison. Iy O _ 118.3 SW 4 _ =_, :___ ._ ___ _,„ _,. ., �. .•.J� �ORO 61 y w 317.1 TW --' - �� - �3148 r� 316.T FG . 8 TWA _ GRADING LIMITS �j1 � ,� �f /�1 w �y 311 I __... �� . //��,,�� j / )� 1111111& _ I _J�o �I )+! "�- - a COMM11NIry Of.SEtaN � f = `.- - - °sn y_. J. V{. ITI W3-941-9484 1FI 503-941-9485 - - 1 ]10.5 FG ®319.0 TW ®�I 311.3 TW 4®Y0.5 FG I �i _ __` lit *5 3123 FG MOO NM����� I_ Re w���, GEODESIGN.INC -* -n4 i 3i15 REVISIONS ®, SWIM CENTER ���--�- J1111 ®3D7.5 w DATE DESCRIPTION rT } 312.5 TW 318.5 T1V( 317.2 1W 211 EVI ..w_. - I I• 1u /. 312.0 SW 301.4 FG 301.8 FG`•9P �� - ' ES _--r j --T L A 6/16/21 BUILDING 3 + ,jam DESIGN REVISIONS 3rz.8 nY - ]1' z ,parw crs, el 3 FG 7 310.4 Fc,'. , - \ �31J1o.i�Fc � �. 3312.1 VI' - 08 ir a)304.1 FG - - _ W,6 305.1 FG 1 , ®3,0.5 _ _ 301.0 TX _ n O , ,2.1 w 303.55 FG ---.- 311.1 Tw _t_ d INSTALLVERTICAL CURB- ,,_�_ .8.0•c �1 - , �-- - �' _ - 0.5 110.E FG f N 311.9 TW- _.-l_ 8� . ®308.4 FG PER DETAILION SHEET9 s ... -- _t- - EXTEND I TAPER END PER DETAIL 2 SHEET 9.-' T 310.1 FG-�- - \ /�b I �3119 TW } FOUNDATIONWALL W EA TO(3073-� ... a /�//// 3069 FG- _ nos 1n�. - 307.3 TW � )� K 306.8 - :ro r� �- ., 3f198.9 FSW f -I -_ . 310.5 TW W .54 C.INE / . � �p+/yam, n �• 4 �7 307,7 FG 11 310.4 TW ' r 8 11I c_ 'On s X16.5 FG® II�i ... .X TDC l05.6� �I � �� ] E C ` /fir ® .t $W -_ W,B POOL DECK _ \ I r >` o 1 S�ey� 5.2 _ ELEV:310.4 ' -_. let R ES! ` ,+q 309.3 m0 FG CIO+^ 'I _-I _ ` xl I ,- I ..-- EXPIRES: 12-31-21 a ` ` 5. 3W.8 SW 1 C• ®- [- DECK DRAIN ; ) 'I I w 1: Ems..............:..... ..-.:............ s,..... -. ABBREVIATION LEGEND: POLYGON / 3a.1 FG sios n8 ' l ill xroC '-\ GRADING NOTES: POLY AT n �� - _ - -� -_ - _. - i. ,; ' FG=FlNISH GRADE SURFACE TC=TOP OF CURB ROSHAK RIDGE Mew �1 11 W __ _ _ ` oB.e � �j /1 \ ' N y Tw=TOP OF WALL AC=ASPHALT CONCRETE SWIM CENTER x _ ___ 1 - 308.9 TW SW=SIDEWALX v CO ♦ ' $Y' FG=FINISH GRADE SURFACE Construction Documents v ^ _--. HUB FG ..F i _ ,' I Eti OC 303.2 TW C - _- - _ -. ��._.. __ __ _ _ _...- - _ TG•TOP GRATE 0 1 w s _ - -- - .. TW=TOP OF WALL '^ -.._ 31D.5 Tw® 3a33 Fc� ��..-. IDD.S Rv� FG SW=SIDEWALK GRADING 303.5 FG 310.5 W FG F :_c o PLAN SHEET 5.3 SW 168TH AVENUE G6=GRADE BREAK v SHEET 5.2. BOTTOM OF WALL,CP STONE,BOTTOM OF SUBBASE, AND SUB-DRAIN ELEVATION ARE NOT SPECIFIED BY THESE HP=HIGH POINT PLANS.REFER TO WALL DETAILS AND SPECIFICATIONS. $ -® - - (XXX.XX)=EXISTING GRADE PROJECT NO.: 395A10 SWIM CENTER E - - - - - _.Jn-.. - - _� N _ \ XXX.XX=PROPOSED GRADE TYPE: CONSTRUCTION LEGEND REVIEWED BY: PRE o g �. --324--- EX2-FT CONTOUR 320- EX 10-Fi CONTOUR NOTE: 1ST SUBMITTAL DATE 3/09/2019 -324- FG 2-FT CONTORUR SEE SHEET REFERENCE NUMBERS ON THIS PAGE FOR APPROVAL DATE 4/1/2019 2 �310� FG PROPOSEDD-FT COMOVR SPECIFIC FINE GRADING. V 0 LOCK N LOAD i RETAINING WALL o I PROPOSED CAST IN PLACE RETAINING WALL •T� •T� •T� GRADING LIMITS $ W 3.0 RETAINING WALL NUMBER3 c \ 3,P.5 Tw I TOPOFWADE HEIGHT ul Tm.T r� FINISH GRADE i Z. SCALE • 0 10 0 5 10 Z ELEVATION DATUM: NGVD 29 wcN=1OFEUT IIPPIIMI ♦ \-10./0-i LL\ J 1111;k , 310.66 \310. 310.50-\ I . A310. -X - 310.67 1 1� LI 1 TS310.6] iI �f 6J L (CaL� J1040310.50 ,.- T6I SEESECTION1-1PROFILE,SHEET5 6 FF.31D-5 �f 1 2°6 _ _ - li 1= - - - ` LL7��Q�V wl.�C _ . ,I II 1 ,05.23 306.63 306 87 0 40 I BJ I) ' 3I0.50 _ 31 e T i_ _ -L_ _310-50 .� _ ,6e of T ' N � -305.15 306.74 gl 1 // � i Ta IorMorrison ...._ I n0.4D \ ` 5 Os w5-' 310.35 31 D.W _�T ' � L ,�J�uso 31oso 1 \ I / 2 ,"_ 83 �� '' �� 0.40 310.35 .. 1 ��� ( _ \ \ \ \ , , , Fi 503-9444.34 ]F]503941-9405 fil \ ppiiii- 310.K ti ,, \ \ 73°91." q \ \ \ _ GEODESIGN,INC SEE SECTION 2.2.P ROVE,SHEET 5.6 1 - ` \ \ . REVISION$ \ \ _ wry 5) - DATE DESCRIPTION I.M]\ ] Q /1a/21 DESIGN REVISIONS N _ / A1 6 BUILDING . 11-.� P DECK I \9e 108.84 e _I \ _.l / I1 W15 iR Yr. 3d6.90 I cFOR PERIMETER - --'- / ■ 3Deb9 308.B1 I SEES EET4 -"- FOR PERIMETE ',' '_ � ._ FENCING_ 310Aa - ' -.. SEE SHEET. e -OS CS os tn..Ill .^pq aro • SS V` P ��y, n all•air�_ _as as. �- 310.3s nD.3s - ,._ CS��aNcf* _ as m � ,�9a as as as U /6... -. - ? 72PE •, ORAN SEERSHEETETER(ENCING TO 45 SESTORM E SHEET 6 I / ORECOx I+ ", 0 '' 310.5D �\/ 110.49 gyn`',,�_F S�'8,,0=' �-a - � � i� aj � �� -''�Y L=='!--�•rT•T�, '� '��'� EXPIR 1 -31-21 b N \ POLYGON AT C ° COI ROSHAK RIDGE 5 c SWIM CENTER Construction Documents e, ----- I . .. FINE trid' SW 168TH AVENUE GRADING i PLAN a GRADING NOTES: i a 3 TC=TOP OF CURB LEGEND 1I AC=ASPHALT CONCRETE --324--- EX 2-FT CONTOUR PROJECT NO.: 395-010 SWIM CENTER u E -324- FG 2 FT CONTOUR TYPE CONSTRUCTION '';: FG=FINISH GRADE SURFACE -320- PG 10-FT CONTOUR REVIEWED BY: PRE CCECOM:1121 PROPOSED RETAINING WAU- LTG=TOP GRATE GRADING UNITS 1ST SUBMITTAL DATE 3/09/2019 2 TW=TOP OF WALL W 3.0 RETAINING WALL NUMBE0. APPROVAL DATE 4/1/2019 V 1 6 GB=GRADE BREAK HP=HIGH POINT • 3 4 (XXX.XX)=EXISTING GRADE SCALE 2 XXX.XX-PROPOSED GRADE 5 0=-5 5 n S INCH=S FEET ELEVATION DATUM: NGVD 29 �\ \ \.\ \\ \\\ f �1 men �ennr ce \\\\ �N ,- ' SWIM CENTER \\ ,,\\ SEE SECTION 11PROFILE,SHEET 5.6 --� FF.310.5 \\� w16 -lr;-.. 1 — I 7 2Y J 0.50 \\ `-�� \\ " 304M r\ � `305.23 ` - ^� TaylorMorrison. 303.81 384 JOG 83 e r 306BJ r ti i- 310.50 �� i 11 \-110.4D 4- — \L 301.89 ;�30fi.16 I ■ , �sto'm m = � •• 3G3.9? `305.15 -_ 306.J4J � I.. J � .. eb I( 1 op 4 .. 1�/ • , - p 303.31 io, b 1 310.4] Mill31°5j r]503-901-9d84 IF]503-941-9a85 ,.. ,,..,, - 3m 3'0tiG GEODEAGN,INC 3oJ.n`303.31 ,, _ 2a REVISIONS \A\ / \ / 1 el, -3°- DATE DESCRIPTION S� \• `V � ��i 6/16121 WILDING \ 'g'' ! i N DESIGN REVISIONS \ \ Q\ N-309.61 p \ 44\ \ \ �.� \\ SEE SECTION 22 PROFILE,SHEET 5.6 W 5 N. 1, - • L) r r \ \ s- 11 30R84Xi 308 84 + 39 78 308 9D 1.0 e 1 - FOR PERIMETER 1 11`4 „ lie\\4..\IP -- ',.1 . 1. 111°,- I41 ‘_4.\.t<_ U, 15 V . _ - I 1 1 SEES ET 4 * \ , 308.69 30881 ___ _. .— _- �4472PE \\ ,, \\\\ - _ —. _." 310.46 940REGON - \\ w ' m $ s,' IlI ''jet 51“ CII' w w '� \ 1E IS \ \ --_ ... •• mI>n m _ q 310.35 m__a EXPIRES: 12-31-21 T 11 ♦' POLYGON AT 0 •♦ , 310.50 ROSHAK RIDGE SWIM CENTER o 'a•• - - 2 Construction Documents '1 ..-1 ` — \ V 7 FINE GRADING PLAN 6 9 rc N. SW 168TH AVENUE PROTECT NO.: 395.010 SWIM CENTER u TYPE: CONSTRUCTION REVIEWED BY: PRE 1ST SUBMITTAL DATE 3/09/2019 c APPROVAL DATE 4/1/2019 ° S LEGEND - --324--- EX2-FTCONTOUR 3 Ex R—324— FG F CON TOUR 2 10. CONTOUR320— FG 10•FT (B) P ® PROPOSED RETAINING WALL 0 — — — GRADING UMFTS 5 . 3 RETAINING WALL NUMBER ® SCALE . 1 INCH=5 FEET z ELEVATION DATUM: NGVD 29 IIPPINI ---1. / . / / / RIVER TERRACE BLVD - ---------9'- ---....-.... .- i Rii0ex TeIVICkee. ------------____-_-,11_- / _ / / sw / / _ / / / / _ - —- __--- ,.• TaylorMorrison, ....L : a _ .___ _ __ _ ____ ... ...- Sea k _ ___----- - [TI 503-941-9434 [El 503.94144135 GEODESIGN,INC REVISIONS Cc sW 324.1s 1 a ,11 DATE DESCRIPTION --- ile-Org --- --- ---- - .--- -- Li 6/16/21 BUILDING 339' DESIGN REVISIONS -.-- EX SW 323 12 , __. _ at I ____ _ .1. --- _ __ Ex SW 312. . 3,, Mal ER SW 322.20 .-.-_,-- „.-- ___-------------. , 'Y--------------- --- i _...- ' ,,../ i /- ...,... ',$)'-• ,‘GREDON4,, 1 , ,...... M 1 „ EXPIRES: 12-31-21 1 ___ 5,9 Y, „ - „__ ROSHAK RIDGE i ,--- - SWIM CENTER 0 , 4 GRADE FRONT OF BUING TO DRAIN - Construction Documents , t) , ,- ILD NORTH AND SOUTH I ' F.- FINE ‘ ., SWIM CENTER -- 310.5 GRADING R ..- N, . PLAN -- . • tPROJECT NO.: 395-010 SWIM CENTER E TYPE: CONSTRUCTION REVIEWED BY, PRE 1,, 1ST SUBMITTAL DATE 3/09/2019 2 APPROVAL DATE 4/1/2019 2 u LEGEND co ——324--- EX 2.FT CONTOUR —320-— EX 10-FT CONTOUR A —324— PG 2-FT CONTOUR -... 320— PG 10-FT CONTOUR COO= PROPOSED RETAINING WALL 'i mim GRADING UMITS RETAINING WALL NUMBER 5 SCALE 0 2 5 5 5 • 4 . .. _ „._ ,,, 1 iNCH=5 FEET Z ELEVATION DATUM: NGVD 29 MIA • SW RIVER TERRACE BLVD — -ti t 1 i II 11 Tayl o r Morrison. _ f I I Q i % Ip M V1 C CHANGE 16-STEP,12'TREAD) 5 -- 31839 i 10 sat$21 //// E G9 = = a =I = a SW 321.20 D I SW 320.11 _ ®' v ; 'a / �k.. COMMUNITY DESIGN t - �M.� B STAIRS FOR 4'OF VERTICAL i✓�-318.40 / m 500-941-9464 IF]503A41A485 _ ��318.31 D.Y% PER STAIR DETAIL,ON SHEET 7.0, _I__J1832 I - GEODESIfONNSINC SEE STAIR p£TAIL PIAN 2,SHFET 5.6 �0 81 Lc_ T.4% L DX ],� 312 87 314.68 _.- I q 114.63- I 1.0% ` , � se 31L80� tb 316.69 • , \� i12.85 \ ]r4 itai _ �' `. am{/_ -.ASS-„ - _. _ ■■l - - A� t GIND� a` 310.50� 310.50 31GSt ]u 1 � 6H72 i 310.50 ' I SEE SECTION 4.4 PROFILE,SHEET 5.6 ' \\ 2. 310.50� I 4,/ 311.65 1 I I f \�� SLY E 1.S - ,/f 5 1 \@\` EXPIRES: 12 31 21 310.50 311.66 3 \ ____ ���\\ \got �J3,D.2 ].5% 3,,.63 J 4� �'\ POLYGON AT D.SD� 3,D.R \� ROSHAK RIDGE "___ SWIM CENTER 0 310 63 1 1308 B, -70`3150.76 3pB.B2 v // 1 Construction Documents 0 IDB.810 .at 1 ; 308.40 I / FINE YL 45TAIRS FOR 1.8'OF VERTICAL CHANGE I / 1 1 \\ (5.SSTEP,12'TREAD) / GRADING n ®� E AI DOAILLAN 1 SHEET 7.6 / i PLAN SEE STAIR DETAIL PLAN 1,SHEET 5.6 1 1 232 u / \ SEE SECTION 3-3 OPILE,SHEET . I /I 1 _ a I 1 A A A\ A 1 �1 Al PROJECT NO.: 395 WI 0105M[ENfER U t i TYPE: CONSTRUCTION - -� \ ,� I " - I l//f 11 REVIEWED BY: PRE u \\ `\ - 1 1 / - \ 1ST SUBMITTAL DATE 3/09/2019 2 I \ 1 A\� • - _ /�' 1 -1 APPROVAL DATE 4/1/2019 44 �� U Vic.... .....]mac,... LEGEND 0 G --324--- E 2•FT CONTOUR —320-— EX 10-FT CONTOUR O —324-- FS 1F T G �32D� PR SE RETOUR g ® PROPPO. CON OSED RETAINING WALL _ _ _ 5 • 5 GRADING LIMITS W 3.0 RETAINING WALL NUMBER 5 SCDLE 2.5 5 • , 1 INCH=5 FEET z ELEVATION DATUM: NGVD 29 320 1320 3201 320 320 SEEDESEDGUA DR I 320 1 a PROPOSED GUARD RAIL W/ EXISTING GRADE ATTACHEID_GRAB RAJL PROPOSED GUARD RAIL W I PROPOSED GRADE I ATTACHED GRAB RAIL PROPOSED TOP OF WALL .....i' SEE DETAIL 6 SHEET 8 EXISTING GRADE PROPOSED POOL DECK I\/ ile,FL En-nL(.C.Q PROPOSED CA SEE SHEET ' _ I fi �. �' I RETAINING WALL N-PLACE SD.1 310 310 310 --^ ----I ---- --- --310 / 310 Ali I- 310 EXISTING LOOK-N•LOAD RETAINING WALL ,LL PROPOSED GRADE _ -_---- PROPOSED WA DRAIN r/ PROPOSED PROPOSEDSEEDETAIL CONCRETE5SHEET9 DAMP WITH HANDRAIL EXISTING GRADE / WALL GRAIN PROPOSED CAST-IN-PLACE RETAINING WALL SEE SHEET 50.1 / PROPOSED CONCRETE RAMP WffM HANDRAIL ) PROPOSED CAST-IN-PLACE SEE DETAILS SHEET pp y y/• RETAINING WALL SEE SHEET 50.1 PROPOSED CAST-IMPLACE PROPOSED WALL DRAIN, yI or Morrison. ISOI 1. PROPOSED GRADE7 PROPOSED CONCRETE RAMP WITH HANDRAIL PROPOSED WALL DRAIN 300 SEE DETAIL 5 SHEET 9 AOV 300I 1300 300 RETAINING WALL SEE SHEET 50.7 TYPICALi[AL 300 Ta 0+00 0+25 0+00 0+25 0+00 0+25 SECTION 1-1 SECTION 2-2 SECTION 3-3 HORIZ SCALE:1'=V.VERT SCALE:1"•5 HORIZ SCALE:1-•5,VERT SCALE:1-•S HOR12 SCALE:1-=5,VERT SCALE:1-=5 F:, - =Y. • IT]503-941-9484(F]503-941 9485 GEODESIGN,INC 330 330 EXISTING LOT SW RIVER TERRACE BOULEVARD ROW REVISIONS DATE DESCRIPTION PROPOSED CONCRETE RAMP/LANDING WITH HANDRAIL SEE DETAIL 5 SHEET 9 I PROPOSED GUARD RAIL W/ ) 1 6/16/21 BUILDING DESIGN REVISIONS EXISTING TOP OF WALL ATTACHED DRAB RAIL 9. _..__.._...___._-.SEE DETAIL SHEET y 318.75 320 a.7z --- ------ -------- 320 , �ne.76 Ii 31a.i1 m i 'LIMN 1 PROPOSED WALL DRAIN, a- BS 308. 6 'J CHANGES(6"STEP,12-TREAD) 315.31 ®1 315. ��(p / I I I 318.73 FOR 4 PROPOSED CONCRETE RAMP/LANDING WITH HANDRAIL 318.71 �EOETAILS SNEET9 OF VERTICAL III: .St I TYPICAL 310 -_ TS 310.67 —�— 308l - _.. PER DETAILS 1-4 ON SHEET 7.0 314.63 I d I I T4 31 �\ ,` II f{'r- 310 1` ' ki `4 PROPOSED TOP OF WALL PROPOSED CAST•IN-PLACE p 'II'- 9 J08 2 - 314.73 IIII II --- Op rncGON A a I RETAINING WALL SEE SHEET 50.1 T5310.63 I V .23--�- -. _ `�®1 N a I� _� 308.81 , 1"1 A I o0 314.67 ,.. T• O~! BS 108.61 --,I II .P'et t E51\i 1--'I It.71 ', EXPIRES: 12-37-21 i I 4 STAIRS FOR 1.8 OF VERTICAL CHANGE 1 --- - - �• I IS.S STEP,12-TREAI1) ; POLYGON AT 300 300 I PER OETAIL51i\E\ I 1' 0+00 0+50 ROSHAK RIDGE ; SWIM CENTER O SECTION 4-4 Construction Documents HORIZ SCALE:1•.5,VERT SCALE:I-=V STAIR DETAIL PLAN 1 STAIR DETAIL PLAN 2 u & HORIZ SCALE:1".S HORIZ SCALE:1•=S ri 7 FINE GRADING SECTIONS Et STAIR DETAIL PLANS rc `m PROJECT NO.: 395-010 SWIM CENTER LI TYPE: CONSTRUCTION 3 REVIEWED BY: PRE 1ST SUBMITTAL DATE 3/09/2019 m $A APPROVAL GATE 4/112019 C 'S U 3 p� d ,,_ a ..., 9i SCALE 5 83 6 2IN• 5 0 2.5 5 Q 1M MI H I• e I INCH=5 FEET Z ELEVATION DATUM: NGVD 29 -- __ - T @' S5r 0 SM SS - - - LEGEND - �� _ - _ C.' - -I¢sEMe+T LINES _ (0 -SS PROPOSED-vaovo sAwrARr SEWER iiil.....,....00ls---1--)/ --RSS -IX SPSED SEWER SW RIVER TE Ott ' SD-PROPOSED S'°"^°RAIN RRACEBLVD O o-IX DRMDRNN O -W�PROPOSED WATER LIFE ZiaValligillIXWATEREINE L I� --:W(G IX GAS LRIE xti tt ll Ilnn'ty C�iV ��/'�� -IX DIRER POWER LINE Wrl'' I �'�'�_-_ 0 IXIANRARYMANHOLf ` PROPOSED 52013101 CLEANOUT ��_� 0 IX SANITARY DIEANOIIE - 0 la 000 MYICIE I ' I 0 PROPOSED STOW CLFANOUT O IX STORM CLEAHOUT B PROPOSED WATER METER O0 B EF WATER AFIE0. 1 L M IXNR RELEASE VALVE TaylaPMorrison. CONSTRUCT 1 DRAINAGE SY/ALE, SD CLEANOIR __. __. _:_: ' DIRECT RUNOFF TO RIM.311.97 c - 3.0 LF6 SD AREA DRAW. IE=309.9 �,E 5.3 5567 - - INSTALL SD LATERAL ........... p,iipto - - -� _ g MAIN LATERAL ?ACM COKMAI !CFTY 03E9Re?4 -� I . IE.299.30 TIGETHER PINS TOGETHER (I]503A41A484(F1503917-D485 I 1 11 SWIM CENTER GEODESIGN,INC FF:310.5 -._ ill IY 3.5LF 4'SD REVISIONS `\ TRACT N I4516 SD AREA DRAIN 1� 5-0.4516 DATE DESCRIPTION IE.307 60 1 ` 2.7 LF4'5D i \ CONNECT ROOF AND WALL DRAIN .a."- �l�l�l \\ FOUNDATION DRAINS TO 6/16/21 BUILDING \ J __..._` STORM DALE DESIGN REVISIONS WALL DRAIN _ IE INS TO J o TIE WALL DRAINS \� 4"SD 1E499.80 ___ TOGETHER xss 232 d I POOL DECK n / L _ _ ELEV:310.4 t TIE WALL S - -TRACT u DRAINS �• DRAIN � ' .. M.3 LFP SD TOGETHER 9'\5--0.0200 MIN POOL DECK I IIf 25.7 F C SD I TRACT V 2.8 LE!SD CONNECT POOL DECK GRAIN �S`" I NF INSTALL 5-0.0200 MIN ,ID V 4,1K' fp @ ^A SLEEVE AT TO STIORM�N5E0 5 A �' •4472PE 5.0.0200 MIN WP1LD 4.1 LF f5D /. 4'SD WYE ° FUTURE SD CLEANOVT LF 4"SO „ ,a Q�OREOON F < IE=29B.90 SD CLEANOVT �LmE4 RIM.110.15 3.0 Li 4•SO 9 c RW.304.25 _ ... 5-0.0200 MIN ___-_.SD WYE L �I �• '!e IE=297.69 > 4 r 9' IE498.N • - ...L_I 1E406.49 b 7fF l [STS E SD CLEANOUT 23.4 LF 1'SD-1 ," 48 2 LEI.5D 15. IE-306.07 5 j u S'0.0200160 S.D.0200 INN 8.1 LF ITT I EXPIRES: 12-31-21 RI M703.49 I^ IE49893 J f SD SG CIFNgIR as as S.0 0200 01�� RIM 710A9 n `� 1.S LF,'SD� UIIL J '.. r®' ,O 1E=3G6.17 - --- O. ---- POLYGON AT _ 1.5 LF4'SD 5.0.012WIIN7N - -- 'r_ �,! yl SA.0200 MIN IJ a �� SD WYE , ROSHAK RIDGE f SOWYE -�c- .-.-- __. .IE=305.90 •y�r.� �__. _ I 233 SWIM CENTER 1.5 LFf 50_ 0-1 WYE IE-298.72 '-� v E x S=G.0200 MIN- _ _ _ _S.B LE I"SD .o IE-296.43 '1 I 1.51E 00 SD MI - 241E 4'S0 8L♦ s.t4828 �1� Construction Documents 5.31f 4"5D S.0.0200 MIN 5•.M00 MIN f®E 18.O 1F4'SD 5.0.1N5 1 H 5-0.0200 MIN , ®I L0.0200 ¢¢ -SD clEANOUT SD WYE LIM! 11111416... , it, Sv c_ 5 _.- IE.296.35 SO7.30 / \ ®' - -xw ow ow ow ow ow Fw xw xw ow .• ow ',,r IE.DW30- - x`' ='M x^' `\`/// STORM DRAIN .. II I PLAN sN-IV (St OSR OSx Ott Osx 4A'-OSY OW aiz mr CV iW OS% OTC CV' Ou N OFT asx °Sl N Q I` T EXISTING 4"STORM v LATERAL CONNECTION ` INSTALL SLEEVE AT WALL - _1E498.24 i _ - - - - - - - FOR STORM CONNECTION _ 'M- fi m-ssr\551 ssx 5u ssx sI ssr-stt SSK sp :u ssr szP ssx-SU SV >\` so NOTE:CONTRACTOR TO VERIFY 4' © EXISTING LATERAL ELEVATIONS PROJECT NO.: 395.010 SWIM CENTER \\ AND REPORT DISCREPANCY TO E C p R 1? 0 168TH AVENUE ,o. ENGINEER TO AVOID CONFLICTS. REVIEWED8Y CONSTRUCTPRE u \\ I �' I f+p 1ST SUBMITTAL DATE 3I09Rp19 r APPROVAL DATE 4/1/2019 vt 4 S G 9� U9' I / x . a I t I I r T S O 9. SCALE 6 . 0 0 3 0 _ _ =5 10 RR� i 1 INCH=10 FEET 2 ELEVATION DATUM: NGVD 29 S aW RIVER TERR O — —° .--_" LEGEND ACE BLVd -EASEMENT LINO _"a, O —55..... PROPOSED SAIATARYSENER ;A I ,.' — xSS—SIS4iRARY SEWER - —ID—PROPOSED STORM DRAM s -• c —AD—IX STORM DRYN ' �� S W—PROPOSED WATER ARE AV,—EtWATER LRE xa ES GAS LINE —EXBOREDP HANK tier,Ten/lace Go ER SA ITARY MANHOLES ' PROPOSED S.WITARY U.EW0U7 a • ,. 0 ES SANITARY CLEuwr ® Ex STORM MA1RULE b PROPOSED STORM CLEANOUT i... B EX STORM OLENOUT B PROOOSED WATER METER g ' EV PCWATER METER IX AM RELEASE VALE TaylorMorrison ______ 1110\\ F.„ - SWIM CENTER ;` I 'j� �� FF:310.5 I1 -T 17 I J� g "ACIFlC W/NAIMIFV Pf:eiC�fY \\ I --1'� 1115o1941A484 IFl503941A485 \ - 11 1 GEOOESIGN,INC TRRcrN ;1 1 • REVISIONS \� — 4'S5 DATE DESCRIPTION / IE•305 5 I 11I I � _ ( I 232 1� 6/ 16/21 BUILDING �, 1 — — POOL DEAR ` \r — — DESIGN REVISIONS IN. \ 5 x ELEV.310.4 r I ___ TRACT V _ INSTALL - �\ �'- WEEVEAT 3.01�f 55 '" • xs I WALL 41 5.O.OMO MIN I j` FUTURE 9 I ze LF r SS �t,C� ,rx. 5 un 11 n[s s-o.02Lw MIN �. -� g. 1 S"'clN `Oiy. SSWYE a • 6M 72P q /// � IE•304.57 E k, SS ClEAN0U1 k3 v t._.._..._. _... ` / RIM•110AI _ \----es as At uR SS WYE —yip {I EitiO IE=30R.73--u ( (6__::.... EXPIRES` 12-31-21 er — __ S9 CLEANOUT „ ., :r• 7'_l, s l�i T1 i_.T II / �i • 2J POLYGON AT i IE=104.71 ES 296E1M EXISTING I'WATER SERVICE WITH C /\\\ -_ _-..__ .__. 2.1LF4-55 ROSHAK RIDGE N 1'METER CONNECTION 5GDODD 55 E 3.1f4'n p f — t— SWIM CENTER ,e A3.0107 MIN �I� W E•3a.67 /,,/,, �—��' ax Construction Documents —xw xw xw xW xw xw xw—xw—xw xw—EXISTING 4'SANITARY "" .' T 1 xw— —RAN ",—xi1' LATERAL CONNECTION FOR SA SLEEVE ow CM asx as: Vs as• asx atx—asx— IE=196A1 x_att �, FOR SANITARY CONNECTION OW av: asx Oix asx i. 5 T 5=o.11es' ° O ' a SANITARY SEWER - - - - - - s k - - _ � AND WATER PLAN 55% 35+. 551� SM TR St%�S}% SM SS% SSv S 0 5p ISSY SG' I SM SS% SSX ti\...r SSx Oil O g K R 168TH AVENUE 9 0 \ - t. PROJECT NO.: 195-010 SWIM CENTER E j \ TYPE: CONSTRUCTION go tii o \ aPR .,asr 'N REVIEWED BY: PRE '1 ,� \ '6- -.4 1ST SUBMITTAL DATE 3/09/2019 - o _ 1 ` APPROVAL DATE 4/1/2019 LI -I 1 g o 'k 1 g SCALE 6 • ■ 5 0=5 5 n. z ELEVATION DATUM: NGVD 29 NCH=SFEET 1/8"RADIUS TOOLED EDGES / 1 4 } PREVENT BOND CONCRETE PAVING PER SIDEWALK DETAIL,SHEET 9 5 RAIUNG 5 9'X IS"DEEP CONCRETE INFILL CURB _. Z SEE DETAIL 2 SHEET 9 Z CONTINUOUS AT POOL DECK I E RNUNG r B'%1-e'DEEP CONCRETE INFILL AT POST 1 (1 J Q (w..{ylvy(\�!1 J SEE DETAIL SHEET 9 ` e ADJOINING v DECKAREA -.. h _ \`` LANDSCAPING PER PLAN dC .h "11 1� PER PLAN �POOL r,` LS/1 � -.I I '`�S II-IIC��I C��I I-I 11=�1�1-1"-IIIIT- �.. v_11II r llll-II 1Ill`I j� l II ( ILL—IIl ILL-111-11�II .L II6 s—llILPIL _I I — I III )I EE11-III= 11=II I-L1-1 H 1 ( 1a1 111 �i1�I I I II 11=111-1 III 1 EMBED RSONO TUBE 32'MIN'MA PVC4r SLEEVE :III 111-111 111 III 11�111 11L�j��lj ,i__ I li`1',, il�- l IHI III �,i�1 I�PI— — ORSONOTUBE CIFIED 4S MAX OR1 ,•� = 1� T 1 �11111®I 11� 1 '• II� I_-�1r(�l I:'-!i i l l�T SPCIFlED BY ENGIFER III I 11-III I �I BUTT-TYPE CONSTRUCTION JOINT �� ill\ A a -. I ii I ! F.' • J`r �Cs'- III-III III L III I It III ► Tk I(�Ti—I =1 DTI ICI I I 17 ®III }"RPOUS TOOLED EDGES _� I -' ,., :. - Taylor Morrison. Taylo Mor s CONCRETE PAVING PER SIDEWALK DETAIL,SHEETS u " • C 1 v L .'R IJ 1 III= I I III I I I I ♦ .tA ,`n1'I1U a Ill1INIMiliffillil 1 , iiEllail k,CIVIL '- I ' „1 111 I rl 1111! GEOTECHN CNS FOR PIMj• E. SEE L LOCATIONS, I G'- L d I_. IP110 GEOTECMNICAL PLANS FOR _ WALL LOCATIONS,DETAILS �� B ELEVATIONS - I PACIFIC COMMUN!T1'DESIGN LAYOUT SCORING PATTERN SEE I - rv19 �? 01503941-9484 In 503 941-9485 8 ELEVATIONS I_ 1-V-47 LT I I k� IT��II-] -I 1i ' .�.��" a Ids-I1 1 I II�III 11 1 �1�I-,�rL, Ili � Lj-11 III 1 1 GEWESIGN,INC NOTES: r"-7 I I IHIP7 1 �1 I 1 11— - lT,T11 —TT REVISIONS 1. NO SHINER BANDS ON TOOLED JOINTS A r , I 111�11 -1-�-1 1 I A r ��� 1I=1 111 -I I=I I .p ���U7�>= 11 11-11E1117, �I 1T�1 G DATE DESCRIPTION 2. PLACE SCORE JOINTS AT MAXIMUM IO ON CENTER `L ,-- '- 11�1 la I la I 111=11 1 --11 111— 1ko rv- a-� 1 11=6#1 III _ i Mil; .�ii L III—III II ll�l 11—T 1Q 6/16/21 BUILDING scoREJOINT 11 L 1--1=11i—I I— �ll I I �� Ill lEllEfj III-111 II=1 '11 111� 01 If ... I�1 .,- -_ DESIGH REVIAONS lL3ba�A,1�1`C�>1J1�)11�Vls l — — 111 1=141.. —11 IJ'2-=I I. _lei 1.LIi 1 11 i=11 F11 z-111-11 I__I 11 111-I I�I I I L- f 3t5.. bf��' _I 11-111-111 1TI -�I-ill=l 11—I L ®CONCRETE JOINT DETAILS ®BLOCK WALL/RAILING CONNECTION DETAIL LOCK WALL/RAILING CONNECTION DETAIL N.T.S. N•T.S. AT POOL DECK N.T.S. 2"x2"TUBE STEEL I VERTICAL FENCE POSTS ■ SET IN CONCRETE COLLAR P1/2X1112' RIXSON M19 US10B HORIZONTAL RAIL,TOP am INTERMEDIATE PIVOT AND BOTTOM i REFER TO PLANS FOR 1"XI"TUBE STEEL PORTLAND AREA SEif GATE SWING DIRECTION PICKETS,TYP.,4" I � O.C.MAX 3/8"BENT PLATE 270O NE Andresen Rd,aG2B STANDARD RAIL STYLE WITH WIDE Vancouver.WA 98661 SLATS AND A IL STYLE WIT RY ST1 m acCuGIl SQUARE TOP RAIL S MATERIAL EXTRUDED ALUMRNUM *, I J / \\\ EXIT DEVICE FINISH•HIGH PERFORMANCE COATING n y - - -` I. J a / ■ NOTE: PHONE(IN ORI:503.517.0968 COLOR BLACK J— —� - <TTYP VERIFY ALL DI ENSIGNS POLYGON AT 1/BV 1 PHONE 3602/30959 095E WITH 0 ;■ MANUFACTUURERE ROSHAK RIDGE 7 HAGER 12J PULL,US10B II EMAIL:Pomanc.Sales@rallpraus SWIM CENTER H ELECTRIC STRIKE-COORDINATE Construction Documents REQUIREMENTS UMTH OWNERS 4. -_ ___, , SECURITY CONSULTANT-VERIFY Standard Profile WIDTH REQUIREMENTS � _-- - DUPRIN ICE,USSSTEEL SECTIONA-A I1 1 DETAILS r, Jr, __ _ _�. n 98E0 EXIT DEVICE,U510B "' 1"1 In:30a"CUT BLUESTONE COPING , 1 I 1 Coniemporary Square o [Li CONCRETE SIDEWALK II 5 LIGHT BROOM FINISH SEE 1 t LAYOUT PLANS FOR - 4 A 6CORING. ir- M u A 9 3/8"BENT PLATE FACTORY-0LR 1M"R 12' 1.,. 4'OF 3/4'CRUSHED ON EXPOSED EDGE ROCK,COMPACTED. u 2' 3 PROJECT NO.: 395.010 SWIM CENTER u 11E II <TYP. I 1 7 TYPE: CONSTRUCTION E • TYPE: CONSTRUCTION PRE v�I -_ 11 t.Y 1�f�)�fiif�fi l f�f xx i I II' �. 15T SUBMITTAL DATE 110912019 ODOR BLACK L___ Ill ILL.W APPROVAL DATE //112019 .3 `vv ` 111II17 --II11 =111 lmll 2 I \ TILE AND POOL WALL -_ill_ — Wide Slat �— U \ 3"x 3"TUBE STEEL NOTE: BY SHAMMING POOL 11 VERTICAL GATE POSTS FENCE C 1-III; T� 2"X 2"TUBE STEEL CONTRACTOR �E I HI I-�I 1 MIN.MORTAR SETTING BED a \ CONCRETE COLLAR RIXSONSC27105GAHO,LESSATE MTOP -III1 1-� COMPACTEDSUBGRADE Ra/l /ep Picket Design Styles ao PIVOT U510B FLOOR CLOSER 70- -f ` JBa,aIIVCaBOLL171ONK 7 • O RLJ J O'OOL FENCE AND GATE DETAIL ®POOL COPING DETAIL ®RAILING.DETAIL g N.T.S. N.T.S. z 1/2-EXPANSION JOINT CONCRETE SIDEWALK LIGHT BROOM FINISH i -SEE LAYOUT PLANS FOR SCORING. L 3/4'COMPACTED CRUSHED ROCK TS•TOP PROVIDE TROWELED EDGE -DEPTH VARIMES OF STIR WITH GROOVES TO RESIST P Sl1PPERY EDGE FINISH GRADE-VARIES —17 17 TYP.- HANDRAILNOTSHOWN fi t— Il 11T r...71 I ' 1/2 I 1 I T b . BS-BOTTOM RADIUS EDGE SCORE CONCRETE FULL LENGTH III OF STAIR • TREAD 1N-DEPTH. IF III III ... i OF TREAD NOSE - - CONCRETE CHEEK III I r III III III Tn r m WALL BEYOND S RAIDNG BOTH II IIIII III I�-iiII II — I L d •. , ,^. SIDES OF STAIR III I� I`I�COMPACTED SUBGRADE Al BAR AT 12-0.C. _III —J,LL _ hIIII Will BOTH WAYS TYPICAL I!I_I f I�I II—I - • \ /ni/iin•TYP. t/r RADIUS EDGES mil' u II T�-11_III IS 5 Ph�1 TaylorMorrison• 43 BAR CONT. =jTJ-iJ.—� I _ ._. - sraR 1 i - �-T rTl y� - I / -1 I=a i' �1 I'II I_I i'� li HIS—III III I! TI aN0 BAR _III- 1 �I I T 1 �f I—I I II I�_ . =1 F �.��� —n ri' li/ I11 , fI_I IThT = _ � 121 A3 BAR CONT. CLEAR 1:7 ^ / 10" �I� -e 43 BAR AT STAIR AT 12' I 1 l —�—i�i' PACIFIC r1usime DESIGN / i CONCRETE STAIR O.C.THRU JOINT T— III—III J I I—I I I� IR-HLtK WALLI i�• W/UGHT BROOM FINISH ' alif I I I SECTION I NI 503A41A464 In 503-941-9465 1 Ildl���II_IIIJ 1i'RAIL O.D.PIPE SCHD. O CONCRETE STAIR DETAIL j GEODESIGN,INC 40 STEEL GLAVANIZED N.T.S. REVISIONS 17 AND FINISHED WITH HIGH / PERFORMANCE COATING COLDR-BLACK DATE DESCRIPTION _, °STAIR EDGE TREATMENT O CONCRETE CHEEK WALL N.T.b. N.T.S. Q 6/16/21 BUILDING NREVISIONS 1r 13"RAILO.D.PIPE SCHD.40 STEEL GLAVANIZED AND FINISHED WITH HIGH PERFORMANCE COATING ALL WELDS-1/4- SMOOTH CONCRETE CHEEK WALL BEYOND 1 t P 6" CONCRETE STIRS P I ry ALL POSTS TO BE 1 1!2" bTEEL PIPE 1 FINISH GRADE VERTICAL AND PLUMB HANDRAIL S/B'X6"FLANGE 0 1 ' VARIES 4-VCI THICK L iI— 4 e/SE PUTE 549"cHOR BOL T6 2 114• (4)3/rxr WEDGE 12"DIA.ANCHOR BOLT Ai ANCHORS TAMPER RESISTANT HEAD FA . IN LEAD SLEEVE ,a \55 .. �. 5/e'%6"FLANGE ` ili IILIII III, III fl Y Ili III Of—IR \\\l� ,/4• CONCRETE SURFACE POLYGON AT III—III 1=1_III di= I II—III=III—III lla cowacTEo a 11--III�iI—II -IT�IIIII—MIL CRUSHEDPOCK ROSHAK RIDGE o CONCRETE SIDEWALK 1IJ�II-,II I 1 11 1 R�I�-ry-Tr—i,......TIT. — DEPTH VARIES 47. COMPACTEDSUBGRADE �075 ;OTC SWIM CENTER HANDRAIL ANCHOR DETAIL Construction Documents -E O CONCRETE STAIR DETAIL 1 _ D N.T.S. c I ) 17 HANDRAIL(TVP.) 0 4NTw nu o A DETAILS ` / 112'fU11L O.D.PIPE 6 � GPM PAR DB > I I GALVANIZED AND o � FINISHED WITH HIGH U)TRFAD_y � I I 2.63• b PERFORMANCE COATING .12" ' 2.x N ALL WELDS-1/4' COLOR BLACK 5 E �o► z.� D I I�I SMOOTH or0.21' z.1x/ •I— ) 1 u 1 ►,/ ALL POSTS TO BE PROJECT NO.: 395.010 SWIM CENTER u / n / TYPE: CONSTRUCTION GRAB RAL 1 1 I/ I ']f VERTICAL AND PLUMB 'E �� BE LCONNECTIOR REVIEWED BY: PRE 10 i r DETAIL 1ST SUBMITTAL DATE 1/09/2019 r 1 P APPROVAL DATE 4/1/2019 �II( 1 11 a z.er o GUARD PAL z.,l' Ir.. O RAMP HANDRAIL DETAIL _fs . o $t. 1I Il o O GUARD RAIL WITH ATTACHED GRAB RAIL i N.T.S. z _UNDER PAVEMENT LANDSCAPE AREAS STANDARD CAST IRON a FRAME AND COVER I VARIES _ FINISH GRADE ■� i ` J NATIVE PAVEMENT SECTION) gD�BACKFlLL , •(^' n� AND AGGREGATE BASE O RLl V` 12 q5 STANDARD MANHOLE 1` , `,v I11 GRADE RING NATIVE 1/2T2BACKFlLL 6" NON-SHRINK GROUT H 1'0. 3 '0GRANULAR 6"EXPOSURE BACKFlLL WATERTIGHT PIPE PLUG AC PAYING EXPANSION JOINTS O WITH STOPS O STANDARD CURB I Z i -0 3/4%0 GRANULAR SS qG ti 6"EXP. BACKFlLL PROVIDE I/4' FORA MINIMUM TIIIiiiJ. o DETECTABLE E OF 6"AROUND CLFANOUT WARNING TAPE W TaylorMorrison. J/4"-0 GRANULAR BACKFlLL l/4"-0GRANULAR T _ BACKFlLL _GUTTER LINE FINISH GRADE N b- Y gs 95 y 1 P .0 AGGREGATE BASE) 9 n \ J/4'-0GRANULAR OR \ BACKFlLL .12,, O ERTICAL CURB DETAIL ®CURB TAPER DETAIL s }4" +J O PACIFIC t MMUN+IY DESIGN N.T.B. N.T.S. D 95 ��4 Pa T m 503941-9484 IF]503941AMB I` D ):� GEODESIGN,INC 90 MINIMUM PERCENTAGE OF MAXIMUM LABORATORY -'�y DRY DENSITY AS DETERMINED BY ASTM D1557. -' REVISIONS NOTES: DATE DESCRIPTION 1. ALL CUT EDGES SHALL BE SAND SEALED WITH CRS-1 OR CRS-2 EMULSIFIED ASPHALT OR CONCRETE ENCASE EQUAL. BOTTOM OF WYE 2. THIS TRENCH BACKFlLL REQUIREMENT APPLIES TO ALL UTILITIES. FOR PLASTIC PIPE 3. UGHTLY COMPACT WITHIN TWO DIAMETERS OR 18 INCHES,WHICHEVER 15 GREATER,ABOVE 1 6/16/21 BUILDING DESIGN REVISIONS BREAKABLE CONDUITS. NOTE: 1. CONCRETE ENCASE ENTIRE WYE SECTION AND 45'BEND FOR CONCRETE PIPE. TYPICAL TRENCH BACKFILL DETAIL 0 LEANOUT DETAIL a II II n w U m �i i POLYGON AT •�. 1 o .;i.55_I I::1.i'�.y17 !I. TO IRRIGATION ROSHAK RIDGE Il �V7 SWIM CENTER a TO RESIDENCE `�� Construction Documents VARIES,SEE PLAN PLAN METER BO% DOUBLE CHECK oVALVE,ASSEMBLY DETAILS ii COMPACTED SUBGFAOE r ay,"'o Fax MSiiiEA IlI 11.11r B- 0 1•UNION EACH 90E ,�y ,'F ::�..,. 8 SIDEWALK DETAIL •a ,,V" NOT TD EXCEED 24'DEPTH PROJECT NO.: 3950105WIM CENTER NOTES: CRUSHED ROCK BASE ELEVATION TYPE: CONSTRUCTION E 0'j 1. Concrete shall have a minimum compressive strength of 3,IXTp psi at 28 days,slump range of 1$to INSTAEATON SHOWN IS ONLY A SUGGESTION. REVIEWED BY: PRE Sidewalk panels shall be square with their length equal to the sidewalks width. I. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. 1ST SUBMITTAL DATE 1/09/2019 n 3. Expansion joint in be placed at sidewalk ramps and/or at points of tangency and at spacing not to exceed 45 feet, 2. BRA55,STAINtE55,OR PLASTIC PLUGS TO BE INSTALLED IN LEST 1ST SUBMITTAL 4/1/2019 /09 2 4. The joint between the walk and the concrete bury shall be troweled with a minimum 1/2-inch radius. COCKS IF BELOW GROUND INSTALLATION. U S. Sidewalk shall have a minimum thickness of 4-inches J. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE,FREEZE PROTECTION, 0 6. Finish with broom and edge all joints. AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS FOR INSTALLATION. I '�0° ... El IRRIGATION DOUBLE Mao.., m_ 9 . 0 O CONCRETE SIDEWALK DETAIL �w4" -am CHECK ASSEMBLY 531 N.T.S. 0 9 z _ < 4. J• g p Nom �� SWIM CENTER PLANTING LEGEND N EM er,J 6 y \ '. '-, 3 • aT L A •.. I , �.J ___ �3 TREOES L QUANTITY COMMON NAME/BOTANICAL NAME:SIZE AND DESCRIPTION � \ :ve.+v��.\\.fit. -$.. � $fw�•'�i39-a �� - f✓-1/1 RIVER TERRACE _ ��_ • 4 YOSHINO FLOWERING CHERRY I PRUNUS X YEDOENSIS:2"CAL.,BBB fAe 6FEs UV ���' C BLVD PLANTING ' t 525 SF / 1 CHOKECHERRY/PRUNUS VIRGINIANA 2'CAL,BBB + a r'I BY OTHERS - a" Qwe ULh4CLX ,�3 � � 1I�-/ • �A,•- 1 • _ \ �'-= i --' � • 4 CHINESE REDBUD/CERCIS CHINENSIS:2'CAL,BBB,MULTI-TRUNK •�P043>eO��,J", /•ie 469Y I-99 NOV / �DIQG •�� d z)� � \ - 8 INCENSE CEDAR/CALOCEDRUS DECURRENS'.8-10'H.,BBB .T.•I• +{ua`s�Ns � ,, �'1�Q •'s� •�R��l��/ � ^ 6 1_ : SHRUBS ..J.l•• �• rAvNO ee •BZOC 91.1E-03Ao •IV".p) r F3 3A` gLV�r� Litio� SYMBOL QUANTITY COMMON NAME/BOTANICAL NAME:SIZE AND DESCRIPTION �4�1 .4940 r °a,4.90 ,43.ua'oo "1I,..aeta 0'p.8•" 'Y1Y9?', 1 'k ... c :. ;•Rx 1 >D1' r C`.in•Ai+i4+1.1.100. ••�Gi•=�.A ° i'/Pi i+�a "L' '" ' :3-,,- O. M -*I s, .00,•!•=.A�- •.�� •��f��ir Ny � �r /C1�� i •t + •p _ -- T = , m-� 33 CABARET JAPANSE SILVER CRASS/MISCANTHUS SINEW'S'CABARET 2GAL. ©i'' •.S�Fi►•4J 41 1Al�,Aj_�1ryS01 A. .,14%. +..•rDioNow..�..` - - ,y,.4.: �,4 PARK PLANTING + az? -L -_- 11--� �' r'. .•' . \ 31 OAKLFAF HYDRANGEA/HYDRANGEA QUERGFOLW 2GAL. .v4: /.� w6:----e 5.9.{`'A0 0 "mil " `,. ` .. �iba1ElhAlp I fi ,• Lev r. O a��IY, ...,�•,,,rum,>s.., ..�•�, i 133 WHITE GROUND ROSE/ROSA X'NOASCHNEE'P.P.p95T3:2 GAL. 1� yy y'1 5 BY OTHERS \Ap• . , 1 YYo .�� e-- 109 DWARF RED TWIG DOGWOOD CORNUS SERICEA'KELSEYIP:2 GAL Taylor Morrison. I ISOI I.. B .} 44 E ` LAWN AND GROUNDCOVER \•+ I } Ll I [ •3'\; SYMBOL CODE QUANTITY COMMON NAME I BOTANICAL NAME:SIZE AND DESCRIPTION `..BgIA�1i11v r! `]�` ppp�p - - -4 n 1 •`' STRW 745 BEACH STRAWBERRY/FRAGERV\'CH ILOENSIS':4'POT,12'OC. • +f 9®r .M ai 1 \� 126 SF `t �r' J� ��/4 I • NOTE •7A • ti Nst. r � - - 1.LANDSCAPE AREAS WILL BE PROVIDED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM DESIGNED BY CONTRACTOR. PACiFkC LXDNNN,WNBTY DESKa19 1 � A :• .4746 i �� E.� CONTRACTOR WILL PROVIDE MATERIALS AND INSTALL ALL IRRIGATION DOWNSTREAM OF THE WATER METER. 42 II +•.. ; [<]W3A41A4B4[f]503A41-9485 �+4'•,i « -`yam'�r'�'i. III i GEODESIGN,INC t 11 �` •� DATE REVISIONS DESCRIPTION �W�, �` <.'#4 L II •`W CHAIN LOCK'TREE TIER OR BLACK -��,_ �`` ._� _� _ -_ _ __ -- _ = � FLEX GARDEN HOSE COVERING 1 6/16/21 BUILDING - c I. DESIGN REVISIONS t TWST STRANDS AROUND EACH OTHER - -- - MIN.3 GUYS IT 120'APART :_ Mr SCALE SET ROOT CROWN NO MORE THAN 4" O SWIM CENTER- PLANTING PLAN 0 ,=20 ABOVE FINISHED GRADE GROW STRAIGHT'TREE TES _ = ,INCH=20 FEET CLEAR OF TRUNK MULCH AS SPECIFIEDASKEEP MULCH GALV STEEL WIRE:LOOSE AI TO ALLOW 4"OF MOVEMENT l IN ALL DIRECTIONS �'., 4,4fr � FINISH GRADE = ��� 1 1 •• CUT AND REMOVE TVNNE AND BURLAP 61 STEx 'I�1 i. - 11 1lI FROM TOP AND SIDES OF ROOTBALL �" 64 MULCH AS SPECIFIED CUT AND REMOVE TWINE, rcn i= aa�, Ir_,I (REMOVE ALL WIRE BASKET) •1,� 513 GENERAL NOTES: LANDSCAPE PLAN KEEP MULCH CLEAR BURLAP.AND WIRE BASKET x Q IP \a;+: __"_' 2 r 2 WOOD STAKES OR METAL •4C "' #9 1e OF TRUNK BASE I -Lill FROM TOP AND SIDES OF C 1 - _ _ TREE ANCHORS AS APPROVED. ROOTBALL. ��"'" :�T t"'KristinD M.KDltavaTy� °c 1. THE CONDUCTOR SHALL VERIFY WITH OWNIER AND UTIUTY COMPANIES THE LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION.THE CONTRACTOR SHALL TX TX 8'WOOD STAKES _� -4J �Ilt MIENDED NATIVE SOILI 'y DETERMINE IN THE FIELD THE ACTUAL LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES WHETHER SHOWN ON THE PLANS OR NOT.THE CONTRACTOR SHALL CALL SET OUTSIDE ROOTBALL ON � -rl; _`IF11II,GJI•G-Ili��l E s• BACKFILL PLANTING MIX 'r/.� OREGON �V .y UTILITY PROTECTION SERVICE 72 HOURS PRIOR TO CONSTRUCTION. WINDWARD AXIS(REMOVE Il7I�� 3'UNDER FIRST LIMBS OR S'HIGH. LJ��� II�IE.k PER SPECIFICATIONS V AFTER ONE YEAR) _' �H WHICH EVER IS LOWEST. El I L f� I1/OB/02 E 2. THE CONTRACTOR SHALL EXAMINE FINISH SURFACE,GRADES,TOPSOIL QUALITY AND DEPTH.DO NOT START ANY WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN �I'r '�� NOTE:STAKE ALL EVERGREEN TREES I I I TILLED,AMENDED, MOUNDED PR .4 a CORRECTED.VERIFY LIMITS OF MIRK BEFORE STARTING. BACKFILL SOIL- iI-I t ',I E : 2 X DIAMETER NATIVE SUBSOIL tv_ LESS THAN 4'CALIPER.DO NOT STAKE OF ROOT BALL I�u i III 1 �O VD MAPLES. BE STARED TREES 1 1/2' AAITHA POLYGON AT UPER n 3. CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS AND INCONSISTENCIES WITH PLANS TO CDR. E1NIppYTT����O�L .: 4. ALL PLANT MASSES TO BE CONTAINED WITHIN A BARK MULCH BED,UNLESS NOTED OTHERWISE. ! i= -1 Jam• SINGLE WOOD STAKE UNLESS 1.TIE 2.IN LAWN REAL CUT TREEP.V.C.CIRCLE AT 12'N WIRE FROM TRUNK.IK PER GUY.)) `> 5. BED EDGE TO BE NO LESS THAN I2'AND NO MORE THAN 1ST FROM OUTER EDGE OF PLANT MATERIAL BRANCHING.WHEREGROUND-COVER OCCURS,PLANT TOUMITSOF •• pWMETEROF ROSHAK RIDGE AREA AS SHOWN. - SWIM CENTER ROOTBALL+ M 6. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE BEDS AND ALL LAWN AREAS. CONIFER TREE GUYING DETAIL 3 7. CONTRACTOR TO FINE GRADE AND ROCK-HOUND ALL TURF AREAS PRIOR TO SEEDING.TO PROVIDE A SMOOTH AND CONTINUAL SURFACE,FREE OF IRREGULARITIES TREE STAKING DETAIL 1 Construction Documents (BUMPS OR DEPRESSIONS)&EXTRANEOUS MATERIAL OR DEBRIS. SC4LE•NT.S 1.01 mud.NT.S L1.0 8. QUANTITIES SHOWN ARE INTENDED TO ASSIST CONTRACTOR IN EVALUATING THEIR OWN TAKE-OFFS AND ARE NOT GUARANTEED AS ACCURATE REPRESENTATIONS OF REQUIRED MATERIALS.THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS BID QUANTITIES AS REQUIRED BY THE PLANS AND SPECIFICATIONS.IF THERE ISA DISCREPANCY BETWEEN THE NUMBER LABELED ON THE PLANT TAG AND THE QUANTITY OF GRAPHIC SYMBOLS SHOWN,THE GRAPHC SYMBOL QUANTITY SHALL 1 PLANTING 4• GOVERN. ` V PLAN 8. COORDINATE LANDSCAPE INSTALLATION WITH INSTALLATION OF UNDERGROUND SPRINKLER AND DRAINAGE SYSTEMS. GROUNDCOVER PLANT P B • 10.WITH THE EXCEPTION OF THOSE TREES INDICATED ON THE TREE REMOVAL PLAN,CONTACTOR SHALL NOT REMOVE ANY TREES DURING CONSTRUCTION WITHOUT THE MULCH MULCH AS SPECIFIED.KEEP EXPRESS WRITTEN CONSENT OF THE ODR.EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AS DIRECTED BY THE ODR MULCH CLEAR OF SHRUB w - GS STEM BASE FINISHED GRADE 11.WHERE PROPOSED TREE LOCATIONS OCCUR UNDER EXISTING OVERHEAD UTILITIES OR CROWD EXISTING TREES.NOTIFY ODR TO ADJUST TREE LOCATIONS. /7 BACKFILL SOIL 12.LANDSCAPE MAINTENANCE PERIOD BEGINS IMMEDIATELY AFTER THE COMPLETION OF ALL PLANTING OPERATIONS AND WRITTEN NOTIFICATION TO THE ODR.MAINTAIN \ /� 6'SPECIFIED --= FINISHED GRADE TREES.SHRUBS,LAWNS AND OTHER PLANTS UNTIL FINAL ACCEPTANCE OR 90 DAYS AFTER NOTIFICATION AND ACCEPTANCE,WHICHEVER IS LONGER. BACKFILL SOIL PROJECT NO.: 395.010 SWIM CENTER o \ i 13.REMOVE EXISTING WEEDS FROM PROJECT SITE PRIOR TO THE ADDITION OF ORGANIC AMENDMENTS AND FERTILIZER.APPLY AMENDMENTS AND FERTILIZER PER THE J �''-'1 !", I • TYPE: CONSTRUCTION c RECOMMENDATIONS OF THE SOIL ANALYSIS FROM THE SITE. . THOROUGHLY MIX INTO =1'= II • 3 1 r =••�� SCARIFY EDGES AND BOTTOM REVIEWED BY: KNd( Y ,- A DEPTH OF B' w I 4 L HOLE i 14.BACK FILL MATERIAL FOR TREE AND SHRUB PLANTING SHALL CONTAIN:ONE PART FINE GRADE COMPOST TO ONE PART TOPSOIL BY VOLUME,BONE MEAL PER • _ 0 MANUFACTURES RECOMMENDATION,AND SLOW RELEASE FERTILIZER PER MANUFACTURERS RECOMMENDATION. •>I'n"AA ^I T' 1ST SUBMITTAL DATE 3/99/2019 V1''I APPROVAL DATE V I I2019 i 15.GROUND COVERS AND PERENNIALS SHALL BE PLANTED WITH A MAXIMUM 2 INCH COVER OF BARK MULCH WITH NO FOUAGE COVERED. NOTE:TILL SOIL SO THAT I I I I I THERE ARE NO CLODS OR .I I 0 16.CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL SUBSTITUTIONS FROM THE LANDSCAPE ARCHTECT PRIOR TO INSTALLATION.PLANT CLAMPS LARGER THAN 1 DIAMETER OF 1T THOROUGHLY TILLED SUBSOIL S SUBSTITUTIONS WITHOUT PRIOR WRITTEN APPROVAL THAT DO NOT COMPLY WITH THE DRAWINGS AND SPECIFICATIONS MAYBE REJECTED BY THE LANDSCAPE lIT DOA' ROOT BALL•12' o ARCHITECT AT NO COST TO THE OWNER.THESE ITEMS MAY BE REQUIRED TO BE REPLACED WITH PLANT MATERIALS THAT ARE IN COMPUANCE WITH THE DRAWINGS. 0 17.ALL PLANT MATERIALS SHALL BE NURSERY GROWN WITH HEALTHY ROOT SYSTEMS AND FULL BRANCHING,DISEASE AND INSECT FREE AND WITHOUT DEFECTS SUCH AS O SUN SCALD,ABRASIONS,INJURIES AND DISFIGUREMENT. GROUNDCOVER PLANTING DETAIL 2 SHRUB PLANTING DETAIL 18.ALLPLANTMATERIAL SNAIL BE INSTALLEDAT THE SIZE A QUANTITY SPECIFIED THE LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR SUBSTANDARD RESULTS SCALE' N.L5 L1.0 SCALD N.T.S 1.01 L 1 •O CAUSED BY REDUCTION IN SIZE AND/ORIOR QUANTITY OF PLANT MATERIALS. 2 19.LANDSCAPE AREAS WILL BE PROVIDED WATH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM DESIGNED BY CONTRACTOR.CONTRACTOR WILL PROVIDE MATERIALS P AND INSTALL ALL IRRIGATION DOWNSTREAM OF THE WATER METER. a 2 ELEVATION DATUM: NGVD 29 LEGEND WinglI EASEMENT LINES e IX WATER METER EXISTING RIONFOF•WAY • IX WATER VALVE — EXISTING CENTERLINE OG IX BLOWOFF EXISTING PROPERTY UNE R EX AIR RELEASE VALVE I EXISTING BOUNDARY UNEXIm tR yyI.. EX GAS RISER ? .,:.'`1 ENG SIDEWALK ESUGNT POLE EXISTING FENCE ---1L9--- Of 2-FOOT CONTOURS I;cE EXISTING ELECTRIC VAULT �p �����q --� - IX10-FOOT CONTOURS Q� t Xg-- IX SANITARY SEWER ♦•• DRAINAGE DIRECTION —NW-- EX STORM DRAIN TREE PROTECTION FENCING XR EX WATER LINE _X—SEDIMENT FENCE EC&GRADING NOTES "— EXGASUNE —er EX BURIED POWER UNE O—TREE PROTECTION FENCING YT IX TELEPHONE UNE ❑ CONSTRUCTION FENCING Oi INSTALL PERIMETER SEDIMENT CONTROL. © IX SANITARY MANHOLE CONTRACTOR TO USE WATTLES PER DETAIL SEE ® EX STORM MANHOLE O000=cCOC I WATTLES SHEET EC3. ig EX CURE INLET it =DI BIO.BAG PROTECTION EX C EANOUT O PROTECTIONUPERIDETAIL,P SEE HE ET ECI30.N 0 IX FIRE STORM TaylorMorrison. SW RIvR r j.. iiiiiiifit17,......_10 N,INC _ — _• .. .„ Tfg, ' _____ • 1■■■ • I/ ., i' r / 6/16/21 DESIGN REVISIONS / -.�`�. `---1h- -- --- - I--- '� +i .^ _sn�' � `. \ -T 1-' .- EXImNG LOCK i `-- �v • __----` -'" ,-r. ,1rx-- ., •\_-----1q -- PORTIONOF EXISTING WALL LOAD RETAINING �Jm -- � - _ "' -' -A,5 11l. Jr, WALL- A TO BE REMOVED WALL TO REMAIN, — — i 1/ MAxnewNT ss S • - -_`- -�1-� •- — _ I - ,/ --- r \ \ \\ o\ I I \• II/ •,...:-..._ - -- aaa- .-- - i / / i / ---`s 1 \ ,, 4 it : 1 i / \ 1 '4a a 5 - -`- -- ---" ----_-- "' -+-11 J'-'-'' /' /' / /' /' ,-'PORTION OF EXISTING WALL �♦ • - ,�., I;I I/ 1 \ EXPIRES: 12-31-21 - --,..:',,____-------__________---- \Jra ------- ,/ / - / - TO BE REMOVED - Q 1 ' / \ w - , \ 1�-_ --\\`--- , — 11I --'" ----''�// \\\\'\\ `,\\ \ ; r , `,-- POLYGON AT `_`--- ----\\--1/`---- .- �_ / ,/ ,i ,/ ,/ 1 \ \\ \1 \\\\ 14, I 1 xss ss .) 232-� \ \ — ROSHAK RIDGE ��`y.'`:�- '-- �M\— '_-"—' — — / / \\\,\\\\ f \ .\ — o SWIM CENTER `.\\ \`�''- _ TM�T" —— — �'��'� Li�� / \\\\\�\\` I `\ �` Construction Documents \ \\ \\\ -4,,- `/-:.tea.--`- Jos--_`- _ �\ // / / \\\\`\\�\1'� N -- \\ \\ Y. \\ TOREXISTMGPARXWALKWAY \ \ / r \ \ \\\- \- -- `-`_ • / \\\ \ \ > I \\ EXISTING TO REMAIN. \/ _ ------��...,a '- \ • - // - - <.1 — / --- \ ;\`;4' 1 _1 TRACTS __. ,, \ CONDITIONS IC) \PARK IMPROVEMENTS \ `\ `\ / • \ \__ \ \\ \ TRACT •SV CONSTRUCTED UNDER3. \ \ h9� /,. SEPERA•PERMR. • \ \ \ -• \ ___-` — — _T \ r \ \4> - fi \\ • EROSION r. ! \ \_____ 1W ---`, CONTROL s / ___ ___ - PLAN - _'_- --_- ——— —bT - ------ ------------I I 1 S - ./ - EXISTING F6E — ----- ."as.---_- - ---.___,l I 1 s =::.. ..___. \ ` \\ ws�_ / /_ // \ 3 10SWCR Y N "----/ /I EO BY.i------11 ;?4le *ø:; .i REVIEW- 0019 \ 333 !J 1STSUEADAL ATE 11 , -, st .t s'L‘ 55%....-1-- L U .. i` A W R W W W M W W SW W ®� _ _3 EC / T. ase ao. me ow are ore ASS me 30. I OS asv—mr 05% i asx ast-7L av ' C \\\ SCO 5 10 \ LE a �•'/ p __=.----- ----a. 168TH AVENUE n, / I 1\\ . \`'a-S---- ._.._..—..._.--10 ,,NCN�tOFEE� z ELEVATION DATUM: NGVD 29 1:',..1; , JJ / J_-�_ - / / / tt1 ��_ x�___ - // fax eareelrim - - 1 — , SW RIPER TERRACE BLYD 1111111111111.111111011,--- ....___MLur-.... .... ......... 811111111111ft - Illa - = it -�// ■_ � \ 1 _ / ` Tay o ``1`` -�SCR qNG AU1SJ `�-- -fN�---- __-__-__-._+-. ■ { -I I /' ` e" `// % +I ^- -- - - ' _\ \-_- ass __ _.-_- IF.01/11111111:11 � `_ \\ - -ta _ ^-- --e-. - -. ---I'L-- !!(f- \\\ - - ' RACPC COAi9ii1NITV DESEGq _ ' - \ ' +^ .. -+ ....... \ \ 'i _ _ ', ` Q]5039d1-9ABa IF]503-9d1id85 -_ _ \ e - Ai_ _ NC !mom - - i-,115'� I r+S� ...� ` GEODESIGN.I _ `�Ill _ \ \ _.._^- '- --� ---' -__ _L - ...__.___. -- _-- _ ��- - �.f _ c alL.,�. - REVISIONS \�` ���_ _�` \\ \.--.- -- -_.. - --------, - --..._ 4] ��PR�I� _ -�.r TE DESCRIPTION \� 41 I -� DATE - A :.•'. / I - 1 1 6116/21 BUILDING DESIGN REVISIONS \\\�- _`�.� \\`\ \\\---- - ._eis^' --------' f/ SWIM CENTER I _.-- \\ \� \ \\ IWWI ICI' T i- •I I I 1 ~� \\ \ •� I --- - / LIEF:322.E - ^-\ N. \ 11 \ yl I-�— J j II •\\\--`�_ -\\ \\\ \\ \ "` .1.5 I I f _-_...__/- -- LFF:3/0.5 -- /-- .-.,\\\ 1\1 N. / 1\ \ 2. I l I \ \\ 1a+- ' I / / - � ce \ \ 1\` \� \_� -\\ \ �\ \ ------- - -I_`__ i i ii/ / \ \ \ 1\ N. I \ :H 'I 1/ �J \ iiii2 d \ \ \ lay _ -.I _ , , _. // \.`\ �\ l I h W \ \ \\ .44T2PE 4i \ \ \ I /" I+P ,� \\ \ \\ �iTt \\\ Q 1\ \\ al 4. • F. --.� _ _� \•, \ .�. \ \ \\ \ 1 \\ POOL DECK _ \\ \ \ EXPIRES: 12-31-21 N. `\\ ,. -� \ELEV:310.1 _--_ __ \ `1 \\\ li o-� \\ - 1 II \\ �♦ `� \�- t k I -- ------ - -- ___ ! �1 - a_ e l POLYGON AT 4. vv ♦ ", 1111,141 '`I - --- ----- !! / i / " ` ROSHAK RIDGE ���' 1 ■ ■ -"- / \\ LEGEND SWIM CENTER U \ - _ I \ "_ 'eP�_ _-� -- I \\ --J24 --- ED5FT CONTOUR Con\ --\ ` `�' - �'1 = e \ -- structionDocuments o j.... ; O • ` ,1 `\ \- \ —324�FG1 FT fONTOUR p � I S .._ I �320---FG SFT[ONfOUR rc S\ I / I. PROPOSED RETNNING WALL ,�- C ., o ....... ,/ __� EXISTINGFENCE GRADING a c s' " \ - // I XX—INTERIOR SEDIMENT FENCE W N. : / I // //, �- ,.--1-- X�PERIMETER SEDIMENT FENCE + ;a _ • - / _ —O�TREE PROTECTION FENCING PLAN _. -.. �.-. _1,�\\ s._...__ ,.-0--CONSTRUCTION FENCING P. . -__ fre. _......__�^ ---x«— K.,_. ,,. .. 168TH AVENUE .. .... ; .,_, BIO BAGSPROTECTION 0 -sr,it--a!x csx av- _.asx. afx asx ._ --es,. me- J asx \�\ '{. \ .. EX TREES TO REMAIN / ,� \\ \\\ PROJECT NO.: 39S0f0 SWIM CENTER i, 1--- l I --^---3---_- // F __... N. ._ TYPE: CONSTRUCTION - - - - a �E-_ - _1- - - l - .:\< __.._-.__I�., PRE E —d— R rt--.-+ 1 REVIEWED BY. C \\\ ___. __. / jj// T \ N. T{�—SW 'S t S II% SIX Si --56' SS%-�- SP: 55%-- _qx \'// -" \ \ N. 1ST SUBMITTAL DATE 3/09/2019 APPROVAL DATE 4/111019 U EC&GRADING NOTES a 3 InSTALL R SEDIMENT CONTROL. o O CONTRACTOR TOE USE WATTLES PER DETAIL, ^ /� g SEE SHEET Ef3. ■ �' Q O3 EXISTING CUft81NlET. PROVIDE EROSION C L M1 PROTECTION PER DETAL,SEE SHEFF EC3. 10 SCALE 5 10 G _-_� 0 n 1 INCH=-10 FEET z ELEVATION DATUM: NGVD 29 • warts �,� �°E -� --..� 1 YARN RTMN.A AND IRUNXEasLR IOEOSSIlT OAELP NMCMaOEOTTO WORM FOREPR PLENA vE MUST R 'l �IC I160MV.3KNMD MRIMENMID OFSNWONWD0U000 COIYIPOI J1RLIH FOnrXE RENAME MUM MOW DOLT WOOD STAKE INB%CmxsoFll[[P490n MOSfpMEM(LMTMILLMD OSMM14[WnAUS. PLACE WATTLES ALONG POPE CWTW I6. 4 XSIXI:CT I000L Ml6 MUSTADO,UII M X MFR gGYST ONMD LTEST/UT a YMF 4N4111W FROM WOW I INXpFX ' 1 MAYS1IT FANOPAI ROFlLE IMMil. II. 3.OWING WITARSONU PERIm,nIPOMRY LA&UNIOX OF THE SITE MUST OCCUR MORA END R IAN DOW OAV.R EX �y6y� A SEDIMENT COMM415M1619AIgRMIfE MO MAMMREDO.AIL DORM GMLENTLOFSOI ME ON31R1C11UX 9n Ai AIL �V� • RIM6 DUR•40 EOMSA1CTOM TOY MUST ROMAN IN PLACE LINTEL MMZTVEGEYATT00 OR PERMA E0 NEMmYERIN3 OE ®` ..(///�/, /8.�, /- /0 EXPOSED 14MUSN10. n '\�)"" ex7 AA(1C 5.ALL RCTM INLETS WV CAW SEDIMENT COMMA MST+IEA AND MMMA ADR3 TU MNN DURING WXSERUCIUX.MOM � 01MERMIY MPR0VEN ASU500Q MOUXAD AROAT0ARANE.U LIMED FILTER MG ONWARD FORAM CURB IOW WAX Jh B.E00INu11T AMOUNTS OF SEDIMENT TOT LIAVESTOE Die MANORS CLAuMOURwmIXZIYIU RND PLACED BADESTITNE RICE,COCONUT,OR EXCELSIOR WATTLES MEE MD RTAOI¢FDOR PROPERLY MIMED.MN CMSE OF RIIOLUMEXT FORESAIL MINT II FOUND AID PPEVEMTED PROM COCOONS A NCLRNNCE DADA DLSCNMGE WIN NE DIE SAME H MOMS.Aw IUSTRERAI OEM UP OF SEDIMENT SPAL N PNFORMED ACTUORINO 10711F ORIGN DEPARTME1D MOWN GNGNW0f0 TIME AMER STAGGER T.%EMMEMMusi lLOR RE IME1m4N+0R wu0ED Mosm11M 1Ew0R1...Dw0r,6E wAYS OR WATER RCIPN. JOINTS B EENMXT MUST N REMOVED FROM RLXIXOULLR00040M CDMROC MEASURES WREN Rx+SPEAONED AXEIGIIT OF 43.D DM SnOER 1NWM AND PRIOR IO THE CprtRM MESUPIINM0VAE. I.CFANND OF ALL STPIILTMES WNX SUMPI MUST OC21N WN174 nrt MEWED'Rn x11DIl RAPMT OS BEEN REDUCED BY SOD MD AT CCMPTEII.G m.o.- SECTION 4P ODORXNAINDUS IMIERWU MUSi1NC U100OTT.Y ERSMMIST0030ACI.W.AW DIMMORL 11.1.1E PERMITTER MUSTMDFFRLVMOMADE WARMN WASTES,USEDILs,OONRLNNAROYNLS,COMEAU WR.WNW. INLET COVER wAN[u¢OG wasTF.OR DTNER TOXIC SUSSLT8SIMONEN4 DRUXEM7FD mon corn VCT1CS.LTCM AB STAKING SPACING 4'O.C. I,.THE MMOGI[MMTERF FFR0LLN 191ED TO 1660AW0N 0E5R5T0N MUM FOLLOW MAMNAETURERS MIDMAINDATGO1 MDR Taylor Morrison. IEST MIEA0¢FROM MAD TOSJMA:E WAN.MIST N MINIMIEED.IB6 ROUSE E TIILIIERss1NULD M USED AND RE DOFFED BE MADE EMPDMno0 Df TEnOu6N mom RR.worn.worn.woo RIPMMN TOME� BACK OF CURB now FLOW FLOW f— f 13.SE M FDECOM AD1 PRE TOTALS AWLBL RESPONSIBLE FORCURRENOPER T X malt SMAw McNDAR SA OF STAE,ASNXMN REGM.-301K aMGwRFs,MAccoRDAxa WON EDMxmarM wATG6nMassrM0M0sxxo STATE,+w FEDFAM FACE OF CURB PFGUG1aR 07.,,,, • anro ARMAND DISTun6NG RcmmES.THE Eou1mPRIN OR TxF UEMwBBMm,VEGETATEOBurfEN.A.N.NVNNvrrvE PALM 31IOAM di MD DAR STAFF RE DEMLYDDIDERTED IN711 DCA VNEE07.0RW93E MPAPR D,AD GSn IA•NCE 13 PERMmm RFYaN1Mf CLE+NNGUMn.TNL OWXEM PERNOTN MUST MAMMN MP DEFINE NNx FM TxE WM11al a ME PRIORT WNvE6EuOMBING DDNro NaUMGIFD WAR gENGTALLADRrt1VMNRGIMMW[DfawL TIGHTLY ABUT ADJACENT WATTLES 15. D 6 D P .O1.� IA if OF MEDI.TOP MIN'KEE LSADENDFIOEPW M d AS SPECf EY19 TO DESIGN IMAMIMA1E@Pu\llRnef MDNNENAv6 },3t ' WV LMDoaT3NNw ACOMRS,TxE RMrs lMruusTNM9TUMDMROMVRLc _ 1. 1`NNNT I000N MAST Dr torn WTXAX0NR1 NATOMRD COOS FROM TOE CoNODuCON NET AN ARMORED EOLNALXT .- . Sl T' GTD ON DO ATO olvGUTEouraTIOM ODDS APPROPRIATExrnrs:swL MUM SEOMIMowFrNErmrrw ez PILPLATE VIEW N]503-9419484 IF]503-941-94E5 u N.AL ]0.ALL PUMPING DE DI MODEM GOEo Wan MOM N VHXAK®4+FRM NIGSMYD.MFI4RMLYHGNAIFCaRFAAIU 1TNE C RASEM RUN STM COMKEPT ONSIo-m MEASRMGI GEODESIGN,INC NOTES: BARRIER SPACING FOR GENERA-APPLICATION,R MOWERADMW T RD061407 MDR OAWNs wWWN OXNTE,0000AN M NINSTNRSF OMM,TO ENSUNIMAI BwMEMIAowwxnRD^Esnm RNTGAwRFACEwA-ERDSTLM PDADwAv aoDIa PRBPERn6 X', 1. STAKING SPECIFICATIONS: �„! HE Esc ME+31NEYSI14Ml 0.3X1 NAM A.3xE RAN RADA IROUREMOOS ICE AmroAnO DD coNINIWMS.OMAR IDE N, 9i m R. , xt- A.1-X2-WOODEN STAKESIL mom mom commons As NFun REVISIONS z0.[ONSTW(TJx NXIOO.IXLNE MEALN631MLI BEUTiAOIONIREGDIOBWmmnMcaPwMGWON xE.OVAINX3. B. ADTTIONAL STAKES MAY BEFos allinTER III pow. Do Fr 21.MANIA Esc LOGS ARE s1WGFsnOMN1MMluNDablTl• FR AVA1MLFroGsmRrwNCTDu4PDxPmuGi INSTALLED ON DOWNHILL SIDE ,_, DATE DESCRIPTION N.G ADM 511NEcrrowow MULORMPROPNMI YM..UST N USED wxw LW XNWN TIE M ACROOR CS TIN WATER OF WATTLES,ON STEEP SLOPE smnnNG,Pvmc GESTEGMANIMD DR OANR APna.TE EALMIs. OR HGHLY EROSIVE SOILS. n.Mlenoxo3Gts MONBE rovENDDINMGwnwGIxG PGm ENSURE THAT NO GAPS EXIST BETWEEN BAGS AND 2. SPACING PER TABLE. •ERolm. -s+.1M.R.I SET 1Q 6/16/21 BUILDING DESIGN REVISIONS STANDARD EROSION CONTROL In BAG OVERLAP OF OPENING. NOTES FOR SITES LESS THAN 1 C]eanl�TrtrrSavices OCURB INLET PROTECTION ©EROSION CONTROL WATTLES DRAWING NG. R„ ACRE M.1_D -D.. 1 ©EROSION NOT TO SCALE ROTTC YALE c .s a f N°S F. U 0 POLYGON AT ROSHAK RIDGE SWIM CENTER Construction Documents ...1 0 u 3 EROSION aw SEDIMENT CONTROL DETAILS .2 V 9 V PROJECT NO.: 395010 SWIM CENTER TYPE: CONSTRUCTION U E REVIEWED BY: 3 PRE .0 1ST SUBMITTAL DATE 3/09/Z019 2 APPROVAL DATE 4/1/2019 2 O U . 3 2 EC3 0 SE ELEVATION DATUM: NGVD 29 (-4 ►, 4I.! O J gQ _ GENERAL REQUIREMENTS REINFORCING STEEL - ��U' N • THE STRUCTURAL NOTES SUPPLEMENT THE PUNS AND SPECIFICATIONS.ANY DISCREPANCY FOUND BETWEEN THE DRAWINGS,NOTES, REINFORCING STEEL DETAILING,FABRICATION,AND PLACEMENT SHALL BE PER AD 318-11. SITE CONDITIONS,AND ARCHITECTURAL PLANS SHALL BE REPORTED TO THE ARCHITECT OR ENGINEER WHO SHALL CORRECT THE #3 AND#4 BARS SHALL BEASTM A615 DEFORMED BARS,MINIMUM GRADE 60 tt 4 O DISCREPANCY IN WRITING,ANY WORK COMPLETED AFTER DISCOVERY OF THE DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK. #5 BARS AND LARGER SHALL BEASTM A615 DEFORMED BARS,MINIMUM GRADE60 t REFER TO ARCHITECTURAL PLANS FOR OPENINGS,ARCHITECTURALTREATMENTS,ANDDIMENSIONSNOT SHOWN, REINFORCING FOR SLABS ON GRADE SHALL BEfiI UM 21"IN W.W.F.,UNLESS NOTEOOTHER'M S, F. � � A- THE CONTRACTOR SHALL PROVIDE BRACING AND SUPPORT REQUIRED FOR TEMPORARY CONSTRUCTION LOADS AND FOR STRUCTURAL ALL#3 BARS SHALL HAVE CLASS B SPLICES A MINIMUM IN LENGTH ��. 1 �U Ili S • COMPONENTS AS REQUIRED DURING ERECTION.BACKFILL BEHIND WALLS SHALL NOT BE PLACED UNTIL THE WALLS ARE PROPERLY ALL Re BARS SHALL HAVE CLASS B SPLICES A MINIMUM 28"IN LENGTH ::—T _ ❑ SUPPORTED BY FLOOR SYSTEM AND FLOOR DIAPHRAGM. REINFORCING STEEL COVER SHALL BE AS FOLLOWS: ♦' Ll • THE CONTRACTOR SHALL BR RESPONSIBLE FOR COORDINATION OF ALL WORK.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CAST AGAINST EARTH: J" { r � _� �. V COORDINATION OF THE EXCAVATION,SHORING,AND OTHER WORK WITH ALL UTILITIES AND ADJACENT PROPERTIES.CALL THE UTILITY FORMED SURFACE EXPOSED TO EARTH OR WEATHER: IY2"LOCATE SERVICE PRIOR TO ANY WORK AT(SWI 332-2344 CONCRETE NOT EXPOSED TO EARTH OR WEATHER: 1" • MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR ALL HARDWARE AND MANUFACTURED STRUCTURAL PRODUCTS SHALL BE I I"" AVAILABLE ON THE JOBSITE AT THE TIME OF INSPECTION,FOR THE INSPECTOR'S USE AND REFERENCE. t �N SL CODE REQUIREMENTS SPECIAL INSPECTIONS �,-!fj��""""^+.�.,.,,�•„ 1 - I • ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE OREGON RESIDENTIAL SPECIALTY CODE(ORS()AND THE OREGON - ALA STRUCTURAL SPECIALITY CODE(DSSC),BOTH AS ADOPTED BY THE AUTHORITY HAVING JURISDICTION TYPE OF INSPECTION REQUIRED? •L S DESIGN LOADS STEEL CONSTRUCTION N K. • C CURTAINWALL N ! \ • '` J \ TN.@ ft ALL WIND DESIGN DATA(BASED ON ASCE7-10 SIMPLIFIED METHOD): .A RETAAINNG®-- I • _ BASIC WIND SPEED: 120 MPH ILRFO) STRUCTURAL SILICONE GLAZING N `L. �' 444, V z WIND IMPORTANCE FACTOR: I=1.0 = 11] CONCRETE CONSTRUCTION N \„� (` n ADJUSTMENTWIN EXPOSURE: a a .` Q' 0 FACTOR e= 1.0 PRESTRESSED CONCRETE N K. TOPOGRAPHICAL FACTOR KC=1.0 \ ,` EARTHQUAKE DESIGN DATA(BASED ON ASCET-10 EQUIVALENT FORCE METHOD( 51OTCRRE N ^-v� _ \ / SEISMIC IMPORTANCE FACTOR I=1.0 —.—.n SPECTRAL RESPONSE ACCELERATIONS Ss=0.8T58 S1=0.414 ANCHORS-ADHESIVE N 1` _ _ m,•, / SEISMIC SITE CLASS 02 TYKE, / SEISMIC FORCE RESISTING SYSTEM BEARING WALL SYSTEM ANCHORS-CAST-IN-PLACE N ROAMING RESPONSE MODIFICATION FACTOR R=8.5 WALL DESIGNBASESHEAR V=0.108W ANCHORS-EXPANSION/SCREW N WOOD CONSTRUCTION N • GEOTECHNICAL INFORMATION ''. • EARTHWORK AND FOUNDATIONS ARE TO BE CONSISTENT WITH THE GEOTECHNICAL ENGINEERING RECOMMENDATIONS ID APPLICABLE. MASONRY N j OTHERWISE,THE BELOW SOIL VALUES HAVE BEEN UTILIZED IN THE DESIGN/ANALYSIS.ALL FOUNDATIONS ARE TO BE FOUNDED ON ,,,,,, _... _._ ._._.... COMPETENT NATIVE MATERIAL OR BY OTHER MEANS AS DEFINED BY A UCENSED GEOTECHNICAL ENGINEER IF APPLICABLE. COLD-FORMED STEEL FRAMING N • --- ---- ------ ---- Q • CONVENTIONAL FOUNDATIONS HAVE BEEN DESIGNED WITH THE FOLLOWING PARAMETERS: GEOTECHNICAL(SEE REPORT) Y ALLOWABLE BEARING PRESSURE 15W P5F • ACTIVE EARTH PRESSURE(YIELDING) 35 PSF/FT 1 SITE PLAN Z ACTIVE EARTH PRESSURE(AT-REST) 60PSF/FT PASSIVE EARTH PRESSURE 250 PSF/FT SO.1 NTS Z (— COEFFICIENT OF FRICTION COS SOIL SITE CLASS 0 CC 0 SHOP DRAWING SUBMITTAL PROCESSU. • SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION.IF SHOP DRAWINGS U. ~CO DIFFER FROM THE APPROVED DESIGN DRAWINGS,NEW DESIGN DRAWINGS BEARING THE SEAL AND SIGNATURE OF A LICENSED STATE OF ill R SATTOP w OREGON ENGINEER COMPETENT IN STRUCTURAL DESIGN SHALL BE SUBMITTED ALONG WITH THE SHOP DRAWINGS TO THE APPROPRIATE �- _\ *NOR GRADE TO SLOPE F U Q O JURISDICTION FOR APPROVAL PRIOR TO FABRICATION CC cc 2 cc 0 • SHOP DRAWINGS ARE REQUIRED FOR THE PREFABRICATED WOOD TRUSSES ' ` IE 0 >w w • CALCULATIONS BEARING THE SEAL AND SIGNATURE OF A LICENSED STATE OF OREGON ENGINEER COMPETENT IN STRUCTURAL DESIGN 1BAIXFILLSHMI CONFORM TO THE GFOTEdMItM Z >r SHALL BE SUBMITTED ALONG WITH THE SHOP DRAWINGS FOR PREFABRICATED PLATED WOOD TRUSSES • •j/ I C ENGINEERING REPORT K APPUCABIF.FOR MINIMUM Z HCC Cl REQUIREMENTS,BF NO GEOTECHNICAL REPORT)THE WALL 0 le w Q BACKFILL SHOULD BF COMPACT iDA MINIMUM OF 0 �. Q INSPECTIONS AND SPECIAL INSPECTIONS - CZ \ MTN PEREEBIDF THE MRMAMDRY DEEBANKETD DETERMINED er y =y- a • THE CONTRACTOR SHALL LIE RESPONSIBLE TO COORDINATE ALL INSPECTIONS REQUIRED BY THE LOCAL BUILDING DEPARTMENT /`/ WITHNI- OOR EINSHRRHDE FOR BLANKET DRAINJ N • SPECIAL INSPECTIONS ARE REQUIRED ALL POST-INSTALLED ANCHORS INTO EXISTING CONCRETE �AUNO V USI NINS-FOOT D, SSHEDXPATFORTHE FULL WALL WALLS. 0- Q3 L7 \ USING IMPORTED,WASHED GRAVEL AGAINST TILE WALLS. a Q R/L r • THE MANUFACTURES INSTALLATION INSTRUCTIONS SHALL RE AVAILABLE ON THE JOB SITE AT THE TIME OF INSPECTION. . • • SPECIAL INSPECTIONS REQUIRED FOP ALL EPDXIED ANCHORS INTO EXISTING CONCRETE. /�NS@16'0 C.HORIZONTAL REINFORCEMENT Z EXCAVATION SUPPORT AND PROTECTION • i y� .. O • EXCAVATION SLOPES SHALL BE SAFE AND SHALL NOTE BE GREATER THAN THE LIMITS SPECIFIED BY LOCAL.STATE,AND NATIONAL SAFETY \ V'BAR,LAB W/W BAR SEE DOWEL NOTE FOR w b L FOOTING DOWEL REQUIREMENTS -I REGULATIONS • INSTALLATION OF CONSTRUCTION SHORING,IF REQUIRED,SHALL PER THE SHORING DRAWINGS,NOTES,AND SPECIFICATIONS •4 / WATER PROOFING PER OTHERS Z F in GENERAL NROS. • ,/ CO E R SHOULD NDT USE LEAVY I. 111LLO11IM(l0 O M BACKFILL AND COMPACTION 2ONAENT MATTO10 wALLTOCOMPACT • • THESUBMIMNS SHOULD CONSIST OFAMINIMUM OF AHNCH PERFORATED PIPE (J THE WAN Etl1VMENT wHU10TTArtA ENVELOPED IN A MINIMUM Al-INCH-HID[ZOM OF DRAIN ROCK,EXTENDING PFRIANY NF TORSH0 EAGANST THE WALL • PLACE UNTIL LTHENOT BEWALLS UNTIL PROPERLY SUPPORTED. AFORMWORKA ANY ANDEBRIS.BACKFILLPROCEDURES I WALLS SHALL NOT RE 2. THE COBINACTORSIBAND FBANTANO THE 4 / FROM THE BASE OF THE WALL TO WITHIN 6INCHES OF FINISHED GRADE SHOULD PLA�DUNTILTHE WALLS ARE PROPFRIY ALL BACKFILL MATERIAL AND PLACEMENT PROCEDURES SHALL BE CONSISTENT OM TO WMPMT rt. D'NA BE PLACED AGAINST THE RAM a ALL RETAINING WALLS AND EMBEWFO AT THE WITH THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS N_ NO MAYT MuIPMENT ALLOWED`MTHIN4 FT �� \/AY BASF OF THE DIVAN ROCK THE PIPE SHALL BE WRAPPED IN A FREE-DRAIMNG Of WALL \ ll " GFOTEMIIE SUCH ASMRGFI/NON GEOTEM 3%DOW HILL SOUR OUTLET CONCRETE PIPES FOR ALL BRAINS SHOULD HAVE AT MINIMUM M DOWNHILL GRADE FOUNDATION DRAINS SHOULD BE ABLE TO DRAIN FROM THE OUTLET INTO THE / '\ • CONCRETE CONSTRUCTION SHALL CONFORM TO THE ACI 318-11 STANDARD r z NATIVE LANDSCAPING SO LONG ASTIE SLOPE STABIUNIS NOT COMPROMISED_ • CEMENT AND CONCRETE SHALL CONFORM TO IBC SECTION 1903.ADMIXTURES SHALL BE APPROVED RV THE ENGINEER OF RECORD AND \/- THE PERFORATED COLLECTOR PIPES SHOULD DISCHARGE AT AN APPROPRIATE a LOGTIOx AWAY FROM THE BASE OF THE WALL THE DISCHARGE PIPE(5)SHOULD SHALL COMPLY WITH ACI 318.11 SECTION 3.6.CONCRETE EXPOSED TO FREEZING AND THAWING SHALL HAVE AN AIR ENTRAINING £s f NOT BE TIED DIRECT/LP INTO STORM WATER DRAIN SYSTEMS,UNLESS MEASURES ADMIXTURE CONFORMING TO IBC SECTION 1906.2.THE USE OF WATER SOLUBLE CHLORIDE ION SHALL NOT BE USED. • ARE TASEA TO PREVENT BACRFLOW INTO THE WMCS DRNNAGE SYSTEM. S•PE.O PROF '-• ., CONCRETE MIX DESIGNS SHALL MEET THE FOLLOWING REQUIREMENTS: =�\ S��Y�\��/�Y e V� • L� ay E0.4...,, 28-DAY MAX.W/C MAX.SLUMP AIR ENTR. SPECIAL INSP. LOCATION/ i ., AK. �4' STRENGTH(PSI) RATIO (INCHES)IPERCENT) REQUIRED? APPLICATION } - \•_ 1 ^' , ' - ' 3EN0 0.65 6•/-1 0+/-I NO FOOTINGS A l 30W 0.45 4•/-1 54/-1 NO FOUNDATION&STEM WALE .. ; ^ A 3000 0.45 46/-1 5•/-1 NO EXT SLAB ON GRADE,DRIVEWAY, •• - • 1'1 •# r . CURBS,WALKWAYS,PATIOS. •..... . -4• • .c ,V PORCHES,STEPS EXPOSED TO \ V.\ \�. A,\•\./",�,\• • \ _\ �1 WEATHER,GARAGE FLOORS �`C`�\ • 1-29-2018 3000 ,w D,SHA 0+O-3 NO ALL O EDRSHIJRINE 'T BAR \�\A\ /S \// \�\ I�RF.8 G50ReoA • RECORD FORREVIE REQUIRED,SHALL CONFORM TO ACI 3015ERION 6.6.SUBMIT PROPOSEDRESHORING PLANS TO THE ENGINEER OF RAR A THEFOUNDATION SHALL CONSIST OF RECORD FOR REVIEW. IMPORTED CLEAN AS MINUS CRUSHED • ALL NEW CONCRETE SHALL BE Pc=3000 psi @28 DAYS,STIES ENTRAINED AIR FOR ALL CONCRETE EXPOSED TO THE EXTERIOR,4"SLUMP. B ROCK GRANULAR FILL,COMPACTED TO AT ` / FOUNDATION WAS DESIGNED FOR A Pc 25W psi THEREFORE NO SPECIAL INSPECTION G REQUIRED. 0'BPA LEASTDENSITY AS DETERMINED THE MAXIMUM CRr \ DENSITY% FTHE1. BY ARTY OBY. • CHAMFER ALL EXPOSED CORNERS PER THE ARCHITECTURAL PLANS OR X INCH IF NOT SPECIFIED BY THE ARCHITECT CONCRETE RETAINING WALL SCHEDULE-SITE RETAINING WALL l HEIGHT.H A B T D•M V.A. Bw TAM "HMN KEY'W REMARKS DRAWING TITLE 54'-0" 6" 2,5" it Y5@18"D4. RS@2B"o.c. WA N/A (3)44 N/A S6-0" 6 3'-9"1'-0" •S@1B"e.C. YS@l8"e.c N/A N/A O)#5 N/A RETAINING WALL I8'-0" 9" S'-S"1'-0" #S@14"5.s. R58/14"4.c N/A R5@I6"O.c. I51R5 N/A PLAN YP •tip,-PLACE(2)BARS AT EACH END OF FOOTING(MINIMUM 3-COVER FROM CONCRETE EDGE).ALL OTHER REBAR I Y SHALL BE EVENLY SPACED THROUGHOUT FOOTING.T . ENGINEER: ITV CHFCKEDBY: DMH ® SITE RETAINING WALL DETAIL JOB NO. SOOT DRAWN BY: PW DATE: 1124101E SHEET NUMBER S0# 1 Walls 2A, 3, 5B, 6, 7B, 8B,9A, 11A, 14, 16 m Total Height(ft) Embedment(ft) Exposed Height(ft) Geogrid Length(ft) Geogrid Type Backfill Type m _ 17.33 (13 Panels) 1 16.33 12 Synteen SF55/Synteen SF80(Bottom 4 Layers) Crushed Rock or On-Site CC CC 16 (12 Panels) 1 15 11 Synteen SF55/Synteen SF80(Bottom 3 Layers) Crushed Rock or On-Site D u _ 14.67 (11 Panels) 1 13.67 10.5 Synteen SF55/Synteen SF80(Bottom 3 Layers) Crushed Rock or On-Site L 13.33 (10 Panels) 1 12.33 9.5 Synteen SF55/Synteen SF80(Bottom 2 Layers) Crushed Rock or On-Site 12 (9 Panels) 1 11 8.5 Synteen SF55/Synteen SF80(Bottom 2 Layers) Crushed Rock or On-Site 10.67 (8 Panels) 1 9.67 7.5 Synteen SF55/Synteen SF80(Bottom Layer) Crushed Rock or On-Site 9.33 (7 Panels) 0.5 8.83 6.5 Synteen SF55/Synteen SF80(Bottom Layer) Crushed Rock or On-Site 8 (6 Panels) 0.5 7.5 5.5 Synteen SF55 Crushed Rock or On-Site N 6.67 (5 Panels) 0.5 6.17 4.5 Synteen SF55 Crushed Rock or On-Site [L J 5.33 (4 Panels) 0.5 4.83 3.5 Synteen SF55 Crushed Rock or On-Site m <4 (3 Panels) 0.5 <3.5 Not Required Crushed Rock or On-Site h' Z Walls 4B, 5A, 12, 13, 7A, 10, 15 u Backfill Type °Lf Total Height(ft) Embedment(ft) Exposed Height(ft) Geogrid Length(ft) Geogrid TypeW V 16 (12 Panels) 1 15 11 Synteen SF80 Crushed Rock p z 14.67 (11 Panels) 1 13.67 10.5 Synteen SF80 Crushed Rock -I K p Q Y 13.33 (10 Panels) 1 12.33 9.5 Synteen SF80 Crushed Rock 3 = Z Synteen SF80 Crushed Rock V 12 (9 Panels) 1 11 8.5 cc ? 10.67 (8 Panels) 1 9.67 7.5 Synteen SF80 Crushed Rock = 9.33 (7 Panels) 0.5 8.83 6.5 Synteen SF80 Crushed Rock <t 8 (6 Panels) 0.5 7.5 5.5 Synteen 5F80 Crushed Rock 6.67 (5 Panels) 0.5 6.17 4.5 Synteen SF55 Crushed Rock 5.33 (4 Panels) 0.5 4.83 3.5 Synteen SF55 Crushed Rock <4 (3 Panels) 0.5 <3.5 Not Required Crushed Rock Walls 2B,4A, 4C, 7C, 8A, 9B, 11B, Culvert Walls m Total Height(ft) Embedment(ft) Exposed Height(ft) Geogrid Length(ft) Geogrid Type Backfill Type ce ce 16 (12 Panels) 1 15 11 Synteen SF55/Synteen SF80(Bottom 3 Layers) Crushed Roc k a-. 14.67 (11 Panels) 1 13.67 10.5 Synteen SF55/Synteen SF80(Bottom 3 Layers) Crushed Rock 3 13.33 (10 Panels) 1 12.33 9.5 Synteen SF55/Synteen SF80(Bottom 2 Layers) Crushed Rock 12 (9 Panels) 1 11 8.5 Synteen SF55/Synteen SF80(Bottom 2 Layers) Crushed Rock v 10.67 (8 Panels) 1 9.67 7.5 Synteen SF55/Synteen SF80(Bottom Layer) Crushed Rock n 9 co L 9.33 (7 Panels) 0.5 8.83 6.5 Synteen SF55/Synteen SF80(Bottom Layer) Crushed Rock m F. o Synteen SF55 Crushed Rock IX c 8 (6 Panels) 0.5 7.5 5.5 V Z w S nteen SF55 Crushed Rock 0 m 1,... 6.67 I S Panels) 03 6.17 4.5 Y n e V w M 5.33 (4 Panels) 0.5 4.83 3.5 Synteen SF55 Crushed Rock 0 w ool <3.5 Not Required Crushed Rock 2 0 <4 (3Panels) 0.5 O 0. Wall 1 u Total Height(ft) Embedment(ft) Exposed Height(ft) Geogrid Length(ft) Geogrid Type Backfill Type 21.33 (16 Panels) 1.5 19.83 15 Synteen SF80 Crushed Rock` 0 20 (15 Panels) 1.5 18.5 14 Synteen SF80 Crushed Rock q• o Synteen SF80 Crushed Rock* ,^ m 18.67 (14 Panels) 1.5 17.17 13 Y ^' 017.33 (13 Panels) 1.5 15.83 12 Synteen SF80 Crushed Rock* a 11 Synteen SF80 Crushed Rock* DNI $ m 16 (12 Panels) 1 15 Z ry g 14.67 (11 Panels) 1 13.67 10.5 Synteen SF80 Crushed Rock' 'Crushed rock should be drain rock from the V N P.S nteen SF80 Crushed Rock* base of the wall up to 1 foot above high water ▪ c 13.33 (10 Panels) 1 12.33 9.5 Y elevation for the pond. rn 8 N Synteen SF80 Crushed Rock* Lii 6 T r 12 19 Panels) 1 11 8.5 Y 8 Een o 10.67 (8 Panels) 1 9.67 7.5 Synteen SF80 Crushed Rock* O o M ^ o N 3 m 933 (7 Panels) 1 8.33 6.5 Synteen SF80 Crushed Rock* 2 6 I _ N tg -� 8 (6 Panels) 1 7 5.5 Synteen SF80 Crushed Rock* V ;, m f 6.67 (5 Panels) 0.5 6.17 4.5 Synteen SF55 Crushed Rock* m E 5.33 (4 Panels) 0.5 4.83 3.5 Synteen SF55 Crushed Rock* -o A Crushed Rock* a z c <4 (3Panels) 0.5 <3.5 Not Required y d LL