Loading...
Plans /1 GENERAL NOTES CITY 1 v l 1. All work to be completed in accordance I 1 1 V F TI G A R D CE IV City of Tigard Public Works LIVl.1 -L AyLOR S FERRY Standards and the current Uniform N Building Code, Oregon Plumbing Specialty Code, and Oregon Electrical Specialty PLAtIt-FOP-PROJECT SEP 8 2014 ' � Code. %.u. 2. Contractor is responsible for obtaining all PA .--R < ►^ aor� applicable permits needed to complete s .J N ��! E R L.A K E CITY OF TIGARD , ' �as work. G DIVISION BUILDING 3. Underground utilities shown are based on �� � � y��^"� rH ' I I BAR' r'>• y locate paint markings, visible structures R e s t r o o fin o11 '� t r u c t I o n Qt^ and as-built mapping. Utilities shown (.c 4,0 .. -EET ,NCDONALD Bu may not be in the exact location as e./A0-.4/ RO It noted on the plans. The contractor is Grading, Utilities and Building Construction to verify the location of existing utilities _ within his work area. BEEF BEND RD. sa :.,. TO BE SUPPLEMENTED BY THE CITY OF TiGARD DESIGN STANDARDS DATED JULY 15, 1998 4 ill 110 14 Project Location=' uI , &#■ \ . VICINITY MAP ._. _. , '' �m CITY OFTIGARD INDEX OF SHEETS .� NO. NAME TITLE �, REVIEWED FOR CODE COMPLIANCE awb111111It ditions . ���,, �t a. 1 Cl C1 Existing Conditions I 44• iliU Approved: ELI' 2 C2 Site Plan ��� , OTC I 3 C3 Erosion Control Plan s , I Permit#. ��2.0 A- �� ( 4 C4 Erosion Control Notes illr SDM iii �MFR ^ Address. EA4. 7c ("2-X"3-4--- 5 C5 Grading Plan L•• i LAKE- Project N an N Suite#: 6 C6 Utility Plan U I t, • r Date: 9f 1��14- 7 C7 Rain Garden Plan = 8 C8 Details 9 C9 Details 111111111 - OFFICE COPY GO 810 Pre-Engineered Building Plans E y •446 is WINTER -LAKE DR I� _ _ 3 CITY OF TIGP.7'.D ; ,-f=r_ :er by Pig:: : IT _. q — $ -(It R LOCATION MAP —�— c... DATUM NOTE Horizontal datum is assumed. Project coordinates �°�EO PROFESS E ATTENTION:Oregon low requires you to follow ru/es are on a local datum plane. Vertical datum is �, GIN E �O adopted by the Oregon Ub1ity Notification Center. Those navd88 based on the Oregon Real Time Network <� F,p N rules are set forth in GAR 952-001-0010 through OAR � git 952-001-0090 You may obtain copies of the rules by (NAD83 (2011) Epoch 2010.00) and Geoid 12a. kilijib i 140, 1.12; calling the center. (Note: the telephone number for the -. 0„Ore Utility Notification enter is (503) 232-1987). fs,"`i' 1 . ` ATTENTION:Noti NW nature/ at 503 220-2415 when PROJECT DtSlGN�DERSlGNT APPROVAL P.E. t31:• y ( �b'EGON� KIM McMILLAN, .E. ENGINEERING DIVISION excavating within 5' of on existing high pressure gas i E S NJ W -57 L� g' C`� PROJECT ENGINEER PUBUC WORKS DEPARTMENT main. 26,E \,I yQ �� `— : TI S.OREGON 97223 ' NY R.� �`\ 81D LAZE .WICE 503-639-4171 CALL BEFORE YOU DIG 13190 SW 68th Parkway,Suite 150 00 �" MX. 503-624-0752 t 2, 1-800-332-2344 Tigard, Oregon 97223 CIP No. 92048 TIGARD IYWII:nGiRD-oR.GOv 503.968.6655 www.cesnw.com RENEWS:6/30/16 PROJECT NUMBER r I r t c , c( I t r r c r r r r ( f , r r r r r r r r r t Cr c r r ( t r r ( r c C ( ( ( ti 1� — f-- t.3 ' °,., — i,. �-- — +.I ,___�__. _ �' — : •_, �. _ S n t '�,darY LEGEND - •. - . :$flu , _:_ .- •_ : n 4-r� c ._k. .-.. 's4- Yt.,-.[ , _ ,r - ;r 'r' ` -- - SMF#1013.- S5330028. Are,- '; - c -- - - ; _ _ _ - - RiN(= 81-.70 - 0 - WATER VALVE - - r• _�3 _cr = y�•f r „r ' ( :(_`s ��_ _.��-"' { r -), ® WATER METER ,.F. `; •-,� -:K ..., , i +,` i:i --ter • --( IfjN- --- C' --- x.70 ''r., .�_ .. - -` �. ` z` t c ;�.•��c rc r 1- © -SANITARY SEWER MANHOLE Y. - ¢ `?i ` � s-1 . +yr- - . - IE(SW}10°COTUC�1 .80 --, ` .�, .,.ct.c --.-.. - v """«- .. -r< - '.-.,ft- ..z. .-'1 _. - " ...- i - " N IRRIGATION CONTROL VALVE it 1'f*4N,r r, E.-SAN {r -( r r i _ - - LUMINAIRE 4 •K t c ( s c c c (_ r'r `" . -� r r M '_y��- t.— ____y�yt,."Is `•:;:,� :;:r--- .r G, s .rc • r(ra r r ( rt __ f.'. _ - '' FIRE HYDRANT ` - - _ .. .t r ( r 'r e r "(• r r • .,Y •� ..._r_..._ , V • 5.•- -1 i: e �it c r • e ( __l. (_t_ - - -0 -SIGN r 4 ' Sensitive Area .. _ A wAI 15 • !' _ -- ... 2 LOCATION :., . . .:. DQ. BOUpdOty _ . POINT _ A5F,Ig r w 1. •i =r .. - - t.__ ..t,: _.,,,,....-7:',1" ,. _ e CPR PC ' w -SURVEY REFERENCE P •, ... LINE CONTINUES TO UNKNOWN - _ �," — E — - UNDERGROUND ELECTRIC LINE . I .�. —ST— - UNDERGROUND STORM DRAIN LINE 3•IRR :- —SS— UNDERGROUND SANITARY SEWER LINE 16\ ! - y -_& ,' —T— - UNDERGROUND TELEPHONE LINE - A wan CPRPC 3 ' —TV-- - UNDERGROUND CABLE TV LINE- _ coNCRErE —W— - UNDERGROUND WATER LINE - - • \ STANDARD ( BENCH — G— - UNDERGROUND NATURAL GAS LINE - - - CURB(TYP) — -- - - _. - - - - - ?, —OH— OVERHEAD UTILITY LINE '. —0--- - FENCE LINE ! - -- . _ _ SMH - SANITARY SEWER MANHOLE :r-• DMH - STORM DRAIN MANHOLE wool)CHIP Y t� PIArARFJt .1 CB - CATCH BASIN • I t- t Fl FIELD INLET . ti t' \ ) - CONCRETE rI tofrcxErE - • ( BENCH - AANP . GRASS AREA ORINKIN ~\...:1-_,-..... - :��. - - ASPHALT e - FOUNTAIN TRASH- ^���'+•... ? CANS , NCH - - WOOD CHIPS AREA Ir�-• - DECIDUOUS TREE (DTR) =5 0 - EVERGREEN TREE (ETR) :- _ _ ,l - EXAMPLE: 12" DTR 5 , K I DIA. TYPE NO. OF TREES SW LAKEVIEW TERRACE nVa PROFFS - . -' I EoGE of Point Table 0•� -- - - •- SYANDARD CURB(TYP) Q SMH#2191 - SS33D107 fpgvEMENT �� `GINEF O RIM=187.91' : o Point# ` Description Elevation Northing Easting tL �` �Q • 11 A E(SW)10"PVC=175.26'=; * 16 CP RPCCP RPC 183.23 653919.43 7609771.05 a Q�� /� IE(SE)10" PVC=175.28' ►/f� • R IE(NE.)10" CAPPED=177.D '0 10 CP RPC SETCP RPC SET 187.20 653888.91 7610036.34 SCALE �M — 30� •R=GON cs t 11 CP BERNCP BERN 184.75 653606.97 7609680.73 Y26,19 ��i . ` _ _ 9 ,U� ti �1 - gi n. 15 CP RPCCP RPC - 188.84 654110.75 7609945.84 5 30 y�IVY R.\0- � IC - _ 4 � 1,, .i' '�, RENEWS: 6/30/16 1 Revisions and Addendums Summer Lake Park SHEET Ihr CE S N W ENGINEERING DIVISION Description Dote No. By PUBLIC WORKS OEPART►IENT OI 11 , 13125S.W. trot & . II 4 1164114 OREVON97223 Restroom Addition OF 13190 SW 68th Parkway,Suite 150 � . F VOCE AX 503-6248-2-0752 9 _ Tigard, C)regon 97223 T1G w ;�-OR.GOV FIB 503.968.6655 www.ccsnw.com • DESIGN:ARW PRAWN: ARW CHECK: ARW PROJECT NO: 92048 Existing Conditions 92048 • •• •• •• • • • • • • • • • •-• ••• •• • • • • • • • • • • • • • 0 Senst1Boundory • • • •• • • SMH#1013 - SS33D028 • Area • •• • • RIM=181.70' ----- - • • ••• • •• - "• "• IE(N)10" CONC=166.70' • •• - • ' "' • IE(SW)10" C0NC=166.80' _ r NOTE: CONC EXTG SAN ••• ••• • .• •• •• 1. Pathways to remain open except during lo" Rec.nsiruct sidewalk utility construction or sidewalk reconstruction. •see•sh;et• GSS and• • • . _ Nati.1.Ordort : : • •. 2. Building to be oriented so that the front of• Sensitive Area — - - *six" i5 the building faces the pathway. . fla Boundary :,.�.. ,:, A 188.645 �'� CP RPC ASPHALT W ALKWAY •C 'r= c:.. �1S^ I< {n±' .. . t•' '' it I�':�... . .. Cis-5:.:;,::::,\:::: ri` -A. 16 Bldg & bldg slob as 1 A 183.226 ryh' shown on pre–engineered cP RPC fr - building plans. 1 �+ CONCRETE y STANDARD . /.............. CO ' CURB(TYP.) v. . 5000 5001 ! •P6'.•y I, N., Point Table , Bldg sidewalk see WOOD CHIP PLAY AREA Point # Description Elevation Northing Easting I pre—enigneered building plans. ' I', 5001 BLDG CRNR 187.74 654018.41 7609907.93 — , BENCH ti'f CONCRETE ' 5000 BLDG CRNR 187.74 654013.45 7609892.72 e RAMP • B d/ DRINKIN� "• . • FOUNTAIN TRASH ,,,,..,,,yn,,.-."r' ' CANS i • - • . BENCH I ,t CITY aF.TIGA�S'D b Plul`slir.o _ Approved` y _ I Date: �i)I�Iu�S. — .1 - - - - - - - - - ��ECPRO,c SW LAKEVIEW TERRACE - -- "---i`XNDARD CURB(TYR.) I EDGE OF \�� a�,I NE s�� SMH#2191 - SS33D107 PAVEMENT �1 V 14061 t ' T RIM=187.91' ' a Ai; � 't IE(SW)10" PVC=175.26' I 57.20'IE(SE)10" PVC=175.28' m I .. � R • IE(NE)10" CAPPED=177.06' ° o: ° / SCALE: 1" = 30' 1 ORE o "7 &4 G4Y26,�95���� h- . ' /1/ ITMIIMI ■11.1.111.11,— --- N 10 RENEWS:6/30,6 30 15 0 �A t Revisions and Addendums Summer Lake Park SHEET Description Date IJo. By C E S N W PUBUCERWORKSI DEPARTMENT C2 13125 S.W. BLVD.j. Restroom Addition 2 I _ 11GGtRD, OREGON 97223 OF 13190 SW 68th Parkway,Suite 150 �� 503-718-?466 9 g — � FAX 503-624-0752 Tigard, Oregon 97223 TIGARD•www.neARD-oR.Gov ILE N• 503.968.6655 www.ccsnw.com DESIGN:ARW I DRAWN:ARWJ CHECK: ARW PROJECT NO: 92048 Site Plan 92048 •r r r r v ' ' • r = . r L .I1' � ,G.�. n.-. _ ♦ ._x� , .-,- -�. 1•.kr ■t. i ' 1 • - • /i �. i_ ,0..!�ww .. - _,-." *,..- . ,r 5,•,» - , .' •• - _,'- -11 ' . _ f _,�y , NOTE. .� -_ -,�,- a.r•• svHi1AS3�-SS33DDZ8=-- �. Sensitive Area ... � ..4.I- 1 r7.-4414.1e.:� j_ ``;1,�,. ._ -r' _ , 1 , ,. aerr-SD1.7Q. 1. Disturbed Sensitive Area totals 480 SF Boundary _‘7'..&.,1--:1,�} ,.:'�r g , s. ., F',',.,:.•1,3":„.._.---- .= ;:mN rc•pONC..166.7 ,,.• ,;-.......,-•I J y_ -,-� r-: ,_ �t «, ._ f -^'� —. = _ :_ 2. Area disturbed outside Sensitive Area totals "_ T� *t.:.-- �.`�' e„E�°;s , �_i _ _'�.- '" '� ''` . . ` 12.180 SF. • ,;_ �'J -See:iftx.-"` =_ "_, — -,;X.► -_s 3. Restore disturbed area to match extg ,..:_ "�� .._ y `'° - . „ �� grade. Reseed disturbed area with : , I ''",.� *°''�` _ r,V . a '' perenial Rye Grass Seed mix. ®SMH*1014-SS33D131 _ -_ ...r - ;,, 'iz(16 _ _ i:•,a •.S RIM-176.38' . • - ' IE(NE)10"CONC=168.284' - - - • IE(SW)10"CONC:168.45 � l X - t * '4,` - tau. .' •. .. , .. ____: ..... .... / __ rt . .' [l ••••1'. w/ z , If y11 Z l• y _ _ 1 Sediment Fence �� / _ . . tr, i : , } Sediment - •- =r •r .. .i, e e 4*-. --- r .t Concrete Truck r + - 4 r Washdown Pit. SW LAKEVIEW TERRACE ill N. seitath T .ti,...-.ice 04•• - I SMHM2191-SS33D107 ►♦�! •......,y,. , . 1M-1B7.91' ' +• o O SMHY2209-SS33D106 '- S E(SW)10'PVC=175.26"- �,�i��;��� • I RIM=185.67 - IE(SE)10'PVC=175.28' .\�:�:• .10� , . 1E(NE)10'CAPPED=177.•%•6.,.:_1N..4�•��4 . - O a IE(N)8"PVC-174.42' - _ Grovel Construction Entrance IE(E)E'PVC-174.40' .._.... _...r—__.._.,__ COD i IE(S)8"PVC=174.27' •. - - _' ` `� i ' 1 '' ue j '°" Install wattles �°` "" 1 . along back edge 1 3 l ' - - of sidewalk. ) _. 3 1 ���p PROFFS ul. r I I iE .0 Install waffles �. GINS `s- I I .I - v along back edge 44„,.:„,- v 06 'Q U of sidewalk.• _ SCALE. 1" = 50' ' sG0N Ii 50 25 0 50 tioNY R.\1\1 *. f i I I RENEWS: 6/30/1. lc Revisions and Addendums SHEET g.--.,. Description Date NO. By S tfV\T Summer Lake Park C r %RUC WORKS DEPARTMENT j� 13f?SS.W. HALL ��. Restroom Addition • 71GARD, OREGON 97223 OF Is 1 13190 SW 68th Parkway,Suite 150 '`_. ` VOICE 503-716-2466 9 1: Tigard, Oregon 97223 FAX:yy,77ao�? 503.968.6655 www.cesnw.com �iARD FILE NO 92048 DESIGN: ARW I DRAWN: ARW I CHECK: ARW PROJECT NO: 92048 Erosion Control Plan • •• • • • • • • • . .•. .•. . • •• • • • .. • • • . . .. . . . . Standard Erosion Control Notes For Sites Less Than One Acre: • • • • • • Filter Fabric Use Stitched Loops 60" Posts t" x 75" Material Over 2"x 2" Posts Angle Both Ends Of 10' On Center Filter Fabric Fence To Heavy Duty 1. During periods of rainfall and runoff, doily inspections of the erosion sediment .. __-: __-_-_ ---- _, Staples 9 P Y p r Assure Soil Is ___.. (5 ea) and discharge outfolls must be provided by someone knowledgeable and �x,�ePie4ce.•ii :. tc Fabric , Trapped fi 48" Orange ..-. the principles, installation, and maintenance of erosion and sediment conQ-o�.••; • •• •• -. •Mi iterial _ Synthetic -- - 48" Orange 2. Construction activities must ovoid or minimize excavation and creation of 6are•ground•• ��••,T6" Wide Roll - Fabric Fence.- Synthetic Interlock and Attach 2 - from October 1 through May 31 each year. %i; ,,,,;;� ,<' .,,,, "V �� ------- ---- - Fabric Fence 3. Durin wet weather period, temporary stabilization of the site must occur at the end of 2 X 2" Posts At Splices each During day. P P ry ••• •••• • • '.'. 05' Max. S•ocin• ,.,•• I ToD View 4. Sediment controls must be installed and maintained on all down gradient shies Qf the • • •• • Flont View Side View ORANGE FENCE construction site at all times during construction. They must remain in place until . . . . •. permanent vegetation or other permanent covering of exposed soil is estab?ishec� NO�E�' NTS 5. All active inlets must have sediment controls installed and maintained at all times 1. Sediment fencing consists of a geotextile fabric usually 36" in SEDIMENT during construction. Unless otherwise approved, a surface mounted and attachable, width with regular spaced pockets of supporting posts. FENCE SPACING 1"x2"x3' Wooden Stokes u-shaped filter bag is required for all curb inlet catch basins. 2. Sediment fence must be trenched at least 6" into the ground. ON SLOPES I (2 per bog) 6. Significant amounts of sediment which leaves the site must be cleaned up within 24 The use of a ditch witch" or other mechanical means is helpful. c 1 hours and placed back on the site and stabilized or properly disposed. The cause of 3. Sediment fence must be stretched tight between the posts. Do Slope Spacina a o the sediment release must be found and prevented from causing a recurrence of the not allow The fence to sag r break away from the fence posts. < 10% 300 ft - a, ,,,_co'm �''' - discharge within the same 24 hours. Any in-stream clean up of sediment shall be 9 y p co y ��"' performed according to the Oregon Department of State Lands required time frame. 5. More that one row of sediment fence may be required. Fencing < 159 150 ft ,- `, f 3" 7. Sediment must not be intentionally washed into storm sewers, drainage ways, or water should be Located no more than 100' from the upper edge of a < 20% 100 ft SECTION VIEW bodies. disturbed area. Space silt Fencing in rows no greater than 100'. < .30% 50 ft NOTES 8. Sediment must be removed from behind all sediment control measures when it has 6. Sediment fences are effective only in sheet flow conditions and < 50% 25 ft 1. Embed Bio-bags 3" Below Ground reached a height of one-third the barrier height, and prior to the control measures should not be installed across streams or other concentrated > 50%* 25 ft* Surface. Shovel Excavate for Contour Fit removal. flows * stockpile slope To Ground 9. Cleaning of all structures with sumps must occur when the sediment retention capacity SEDIMENT FENCE 2. Drive Stakes Minimum 12" Into Ground has been reduced by fifty percent and of completion of project. NTS Surface 10. Any use of toxic or other hazardous materials must include proper storage, application, B10-BAG SEDIMENT BARRIER and disposal May Be Used Short Term 11. The permittee must properly manage hazardous wastes, used oils, contaminated soil, y • Catch Basin Grate NTS VW 1 concrete waste, sanitary waste, liquid waste, or other toxic substances discovered or with Utility Work And with _ Phasing Of Development generated during construction. II 12. The application rote of fertilizers used to reestablish vegetation must follow r Suspension of Flow Flow ,,,; ,\ Cords/Rods cc,,CS Qo` // °'I I I I I I ) ,C `s' / manufacturer's recommendations. Nutrient releases from fertilizers to surface waters . must be minimized. Time release fertilizers should be used and core should be made ioiruiii umnmi ,,,,,,,,,i,�=.,,,,:,.,.„ I Catch et 4i Q° e. �' nii P, MR au .nn•�� in application of fertilizers within any water way riparian zone. '1iii114' EM�ff Basin 7 ' ��o°b �- ob. 14. Prior to any land disturbing activities, the boundaries of the clearing limits, vegetated - t �• "� 1 Filter Sock ...� yea ''✓"'• �:,„ buffers, and any sensitive areas shown on this plan shall be clearly delineated in the _ PQ`° ^, ".�Y field, unless otherwise approved. No disturbance is permitted beyond the clearing limits. //� z s,o���-� The contractor must maintain the delineation for the duration of the project. Note: 60" / -O i� Vegetated corridors to be delineated with orange construction fence or approved equal. Insert Sack - Front View //// , 15. Prior to any land disturbing activities, the BMPs (Best Management Practices) that must Catch Basin Area Drain / ' ..-'9 ,'".',,_-- . �.� be installed ore gravel construction entrance, perimeter sediment control, and inlet 25' Min Radius a,a� o`er g protection. These bm s must be maintained for the duration of the project. Flow Subgrade Reinforcement Q�°. �r �¢� I$ P P P l n....- .a �,� 16. If vegetative seed mixes ore specified, seeding must take lace no later than ii" ` 1" Rebor For Geotextile g'�\ September 1st; the type and percentages of seed in the mix are as identified on plans """ ` �\" Bog Removal ��°'� 1 %i'°°i Flow Ditch Catch 10"-12" Min. Depth or os specified b the design engineer. -� ��c,; P Y 9 9 I11;i ii Bottom 1 17. Watertight trucks must be used to transport saturated soils from the construction site. $ O Basin ` 2X2 " *20' Min. For Single Family And Duplex Residential R An approved equivalent is to drain the soil on site at o designated location using t '9"` . `\I Rubber Blocks appropriate BMPs; soil must be drained sufficiently for minimal spillage. iiiii,n i Storm - k Expansion GRAVEL CONSTRUCTION 18. All pumping of sediment laden water must be discharged over an undisturbed, Overlap Bags 6" Min. (fyp) Pipe Restraint preferably vegetated area, and through a sediment control bmp (i.e. Filter bog). S__� ENTRANCE �DPROF Filter Sock 3 19. The ESC plan must be kept onsite. All measures shown on the plan must be installed Plan Section NU ,`-fZ FSS properly to ensure that sediment laden water does not enter a surface water system, Ditch Inlet c i Insert Sock Side View D GiNF o roadway, or other properties. Notes C9 �C� ,P � 2 20. The ESC measures shown on this plan are the minimum requirements for anticipated 1. Additional Measures Must Be Considered 061 t - site conditions. During the construction period, these measures shall be upgraded as Depending On Soil Type. _Note: �� { /Q needed to maintain compliance with all regulations. 2. Bio-filter Bags Should Be Stoked Where Recessed curb inlet must be blocked when P'1111 . U•'' • Re 21. Written ESC logs are suggested to be maintained onsite and available to district Applicable Using (2) 1"x2" Wooden Stakes using filter fabric inlet socks size of filter r0-EGON r. inspectors upon request. Or Approved Equal Per Bog. fabric inlet sacks to be determined by • �� i 22. In areas subject to wind erosion, appropriate BMPs must be used which may include 3. When Using 30" Bio-bags To Protect A manufacturer. �'bj. Y26,"o' N.� 1/( the application of fine water spraying, plastic sheeting, mulching, or other approved Catch Basin You Must Hove 4 Bags And h'pM,R`i'i' 1m1 -- measures. They Shall Be Overlapped By 67 FILTER FABRIC INLET v* 23. All exposed soils must be covered during wet weather period. BIO-FILTER BAGS TEMPORARY PROTECTION RENEWS:6/30/16 4 NTS NTS Revisions and Addendums SHEET Description Date r4o. By ENGINEERING IRKS DIVISION Summer Lake Park CES NW C4 13125 S.W. HALL BLVD 4 ,�„� OREGON 9�, Restroom Addition OF Is 13190 SW 68th Parkway,Suite 150 ' ' VOICE -718-2466 9 'Tigard, Oregon 97223 'TIGARD FILE Nd IE 503.968.6655 www.cesnw.com " DESIGN:ARW i DRAWN: ARW I CHECK: ARW PROJECT NO: 92048 Erosion Control Notes 92048 u . • •• •• •• • • • • •• • • • • • • • •• •• • • •• •• •• • • • • • • • • • • • • • • • • • • •• _ - - 1.. , !�- r. , --;- - �.�,, Variable Width •/ -"` Match Extg. • • • a- •• ;:•_ •• • l • • •• • • , • • r - • III// �� = . .. _ • • • • W. • • 1 • c 3/ Rock l—'• _._ ,r • •• •• • • • • � • Jens - �.._ ....._. '��,�'111 } - - .- ... - _ - _ • • -••• •••• ••• •_• • riy'• - - ., - . 1 -. U _. _ • •••. • • • • • •• Are( Compacted Subgrode '- s. - .. .. ., ` -'-'1.'`' - - .E- _ - \. SMH#1013 1©13 - 5533-_D.028 .. A►'•'` -- r, :_: _ _ ._ _ RIM=1 .70' _- - - � ', IE(N)l0" CONC=166.70' CONCRETE WALKWAY ,� > •' _4_.. IE(SW)10" CONC=-166.80' NTS f - ` ``' Remove and reconstruct 775 sf :, _ - •: of extg walkway per detail - c _ - = SAN ri ' Saw-Cut Extg hereon; Install root barrier . NOTE e CONC g7C�G Walkway adjacent to extg trees: 1. Concrete shall be 3000 psi after 28 days, . -r: - _ ..,r 6 sack mix, slump range of 1-1/2" to 3". • 2. Panels to be 8 feet to Area - `------ . - r - "- 1 1- EX • p,0014 A1 3. Sidewalk shall be be a minimum thickness Sensitive r. -- - a 86'1 EX Z -NCWE of 6 inches. r' _-- Boundary - el.... \.s6 Expansion joints to be placed at _ti` `sl8j -:,: ;i ? i-'4;- intersection point of building sidewalk. . Tree To Be Removed •64 co i ` (17" DTR) ' : . _ . - Saw Cut Extg 5. Medium broom finish and edge all joints. t-. 0. �(3 Walkway ‘,„, '- ' FS 187.77 ir, FS j 87 87.64 FF 70 I87>4 S 187.69. -- CoNCRi f BENC STANDARD ` :6.69 ' ! S ��CURB (TYP.) • I 1 ��-- _-Tree To Be Remove`d- 1� 2-9 ,, (75"_DTR) ``, , '! WOOD CHIP 1 ACC C 1: i • ' ' PLAY AREA r _ �: '• /4 el pROFB%1. 'Y '' / } .• > *1` i' e(/ y Y .ti t )-rte 1 1 �'� �. 061 r �_ t .<. f » BENCH ` ' . � '� ` .• t I =• i IL,I. �� i f.' '", . / SCALE: 1" = 20' •REGO h -- GRASS AREA I ; , I]RINKING ♦ t.. 20 10 0 20 e I �,i , ,_`FOUTAIN �`� TRASH- RENEWS:6/30/16 . if Bg -��J"' .. oT 'r CANS 11Revisions and Addendums SHEET � Description Date No. By r (� ENGINEERING DIVISION Summer Lake Park „f ill 4 C L S �T\AT I WBUC WORKS DEPARTMENT C5 L 1 r 13125 1 �3 Restroom Addition of if . ]3]90 SW 68th Parkway,Suite 150 �� IA�ICa~ 503-715-2465 9 Tigard, Oregon 97223 FAIL +� Sa g GARD IWIlE aveD-oR cov F1LETN 503.968.6655 www.cesnw.com r DESIGN:ARW I DRAWN:ARW I CHECK: ARW PROJECT NO: 92048 Grad i n 9 Plan 92048 • .. .. •. • • • • •• • • • • •j• • • • • •. • •• • • • Connect New 4" PVC Service _ 173 13e� ,•r:,: , with lsefta Tee". lE,16§,f± • - -- 5 6 - � Install p_e f bf;4; 31234;eVC-. ••: • • •. ... •• • • • • •• • • • • • • • •• •• • • • • • • • a • ■ • • • • • • • • • • • • • • • • . • •• . Sedges & Rushes . • : . : •. . • Treatment Area & • •- .-•:....-. •• ••••Provide 100X Seeding 0.5-Foot Depth �+• • .'• Coverage Around . :=. •,•.•.its ;::. ... • Shrubs & Trees . , v \ High Density Jute '�. 4 •, ••�...+.. Or Coconut Matting 2' Min.so Proposed Tree y ��, •• Ilk�t7�... .. at Slo -G A 4 / ..,Bottom of ... .,...,„. . „ . . 4 i. i A \ /� / 1' Min. Treatment Area ,� •� � � �\ � El 185 . •: . ; ;: /\� j‘Y •i�� \� ,\ , a- Slope 3:1 Illirt '. Treatment Depth "- c f8 Min. Growin •J„ 4 El 185.5 ,, ,. Proposed Shrub -1 4 / 12" Min. Drain Rock ` ' 1 �i , r; Filter Fabric Clusters (Typ) (1-1/2" to 3/4) I ‘:';/-<;' •';../` -J r Non woven geotextile for _- � <<� .,, ... . filtration, Marafi 140NL, �r J( - AMOCO 4535 or approved. SCALE: 1" = 10' .,N '' Uncompocted 4, ��� P , r _ Native Soil 10 5 0 10 C $ 5 > ' N ._._,j e e . ;' ? c L, N 18 Min. J i -, J -" NOTE: ' `11 1. The treatment area planting, to a depth of 0.5-feet, shall consist of 612 plugs, min. 1" diameter by 6" tall. RAINGARDEN SECTION Carex Obnupta, Slough Sedge NTS 2. The side slopes planting shall consist of: 2 deciduous trees, minimum rooting size 2 gallon, minimum plant height 2-feet; 18 shrubs, minimum roofing size 1 gallon, minimum plant height 1.5 to 2-feet. NOTE: f 1. Growing medium per Clean Water Services standards for Trees: 1111 amended soil or City of Portland blended soils for 2 - Acer Circinatum, Vine Maple vegetated storm water facilities. shrubs: 2. After final grading is complete cover limits of Rain a 3 - Cornus Sericeo, Red-Osier Dogwood, 2' height Gorden area with Jute Mot. Z 3 - Holodiscus Discolor, Oceanspray 1.5' height 3. Permanent seeding must be complete prior to .,t: placement of Jute Mat. 3 - Almelanchier Alnifolia, Serviceberry 2' height 4. Planting of Sedges, Rushes, Trees and Shrubs to be _ED PROPe completed after Jute Matting has been installed. `'tS 3 - Symphoricarpus Albus, Snowberry 1.5' height c` �GINFF �o tv 3 - Sp;raeo Douglasii, Douglas' Spiraeo 1.5' height ta.i!y: 061 . • � 3 - Ribes Sanguineum, Red Flowing Currant 1.5' height O , OREGON w Groundcovers: 9'L� Y 26,1g� ��� ' Agrostis Oregonesis, Oregon Bentgrass, 100% coverage "OM,R`j`i-\, 1AA RENEWS:6/30/16 5- Revisions and Addendums ENGINEERING DIVISION I SHEET V Description Date JJo. By T PUBUC WORKS DEPARTMENT Summer Lake Park CAS W �' 13115S.W. ONLBLVD. Restroom Addition 7X•4RD, OREGON 97113 OF <VOICE. 50.3-718-2466 13190 SW 68th Parkway,Suite 150 �� 9 'Tigard, Oregon 97223 c FAx: 503-624G0V g TIGt11EtD7 �►' FILE NO 503.968.6655 www.ccsnw.com DESIGN: ARW DRAWN: ARW CHECK: ARW PRO T NO: 92048 R a I n Garden Plan 92048 • 1 •• •• P• • • • • •• • • w • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • •• _ • • • •• . • • • • • •• •• N PLAN•• • • • • •• • • • PROPERTY UNE OR • • ••• • • • -• UTILITY EASEMENT • • • • 3/4 SQUARE • .. .,•• • • ... 1 •' . A B B IIMEr �a2o a111� 0000 ••. ••• • w • •• P • • • • • �� �^ • • A ■�❑ S O ❑ PIPE SIZE AS SPECIFIED SECURE 254 IN PLACE • • ..• •• • .4. , Q O• •0 D AGAINST PLUG w/BACKFILL • •' ••• • V. • \ A a o �� TO PREVENT PLUG B DrA7FF • ••• • • \a 0 ■ STORM OR SANITARY SEWER MAIN II NOTES: MO 1. CON NEW CONSTRUCTION LL SIRE SEA AND SIDE STORM PIPELINE CONNECONNECTIONS TO B B'AND 10'MAINS SHALL BE Nn TN FACTORY FABRICATED•TEE•FITTINGS UNLESS OTHERVASE APPROVED. 7/B' 2.PIPE MATERIAL SHALL BE ONE OF THE FOLLOWING I_ �1• A. PVC ASTIR-3034.ASTIR-C-900 B.CONCRETE ASTIR C-14•CL2 204 --E I C.DUCTILE IRON CLASS-SO '� ` f STORM C ONLY PK ASTIR O LI SECTION B—B E PVC Re MEETING ASTIR D 1784 z• f f F.CPP MEETING BE COL Y2 O 3.ALL PIPE SHALL BE COLOR COOED: ---- -GREEN FOR SANITARY 90E SEWERS =r. -MHRE FOR STORM SIDE PIPEUNES MIN it I 1n• 1 12. HEIGHT I HEIGHT: TOTAL LENGTH OF 2X4 GROUND a LOTt AS SHOWN ON APPROVED SET OF PLANS SURFACE MAGNETIC oF SECTION A-A MN 254 J MARKINGS TO FACE STREET TAPE v_ 30• LO T# x 1L , I MN CREENSANITARY)ACE I NQTES: �`\\ \ �, (WFIITE-STORM) � ARYGNETIC TN ESEMER BURED BELORING 1.k'ALLEN HEAD BOLTS 1•LONG RECESSED. L GROUND 2.ALL PERMANENT QEANWT5 / M PLACE ••ABOVE STORM DPPE BURIED INST 2 j TO NAVE BOLT DOWN COVERS Q PLACE 1e•ABOVE TOP OF PIPE AND AGAINST 204 r 3.MATERIAL SHALL BE GRAY CAST-IRON.ASIA A-AB, CLASS 30. 011 0 • i P',UG ��� Vitt % A / ap••%•• MINIMUM SLOPE FOR 3/4•-0 PIPE ZONE fi•PIPE- 0.010 MATERIAL AS SPECIFIED 'prq ••�;: 4•PIPE- 0020• f�•'• • SUPPORT TEE W11H `, ``` REDOING GRAVEL DETAIL � MINIMUM 2'D•WIDE ELEVATION CLEANOUT FRAME SIDE SEWER / SIDE STORM AND COVER C1eanWater Services PIPELINE CeanWate Sery ices E DRAWING NO. 510 RENSED 12-06 Our commitment i•c... DRAWING NO 520 RENSED 12-06 •m commitment i.dor I pi 2 � �G O P I NR FFF p 3 F S S� is ✓. ,�%%: Nc v iIREGON 0 ILv �'Li. Y26,i° \�� ' A 410NY R.NINI II 1 I tV • 1E1 RENWS: 6/30/16 ERevisions and Addendums SHEET • Description Date No. By C S N ENGINEERING DIVISION Summer Lake Park C8 ^j PUBLIC WORKS DEPARTMENT 8 ,l ,l • 13125SW. ,.ON 722 Restroom Addition OF • J1(wARO, OREGON 97223 -_ ��. VOICE' 503-718-2466 13190 SW 68th Parh-way,Suite 150 _ 1: , _ , Tigard, Oregon 97223 •�'J�D •1>�D-OR.�y 2 9 FILE NO 503.968.6655 www.cesnw.com DESIGN:ARW'DRAWN: ARW I CHECK: ARW PROJECT NO: 92048 D e t a i I s 92048 •. ••• .. . • • • . •• . . . .• • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • •0 I • • • • • •S • •• • 7 • • • • • •• • • • • 1 PVC HUB SHALL CONFORM TO ASV 3034.SDR 35 DRIVE INTO CENTER OF • • ••• • • • • ••• RUBBER SLEEVE AFTER SLEEVE IS PLACED IN HOLE. • • • • • • • • • •• ••• • ••• • CLASS "B" CLASS "A" ••• ••• • • •• •• • • 2 STAINLESS STEEL BAND SECURES UPPER HALF OF RUBBER SLEEVE TO THE • • • • MOUND EXCESS NAIVE MATERIAL I w•-� $ �AC�REORATION PVC HUB.STAINLESS STEEL BANG SHALL BE 300 SERIES,!Ii BAND 1110TH, • • ••• ••• S E FIED OVER TRENCH TO ALLOW CADMIUM PLATED CARBON STEEL AND ATTACHED WTH HEX HEAP SLOTTED • • • • • • �' FOR SETTLEMENT SCREW. • ••• • • • • •• +��t`��111%���.„ ` •f•{ (i1,118`1.:1 �`����► 3.COMPLETE RUBBER SLEEVE INCLUDES A MOLDED SEGMENT THAT HOLDS IT IN qr..," . ' ' ... • 12'NAIVE TOP SOIL PLACE. IF TOP SOIL EXISTED G5f[COMPACTOR KW COYPAC11 PRIOR TO EXCAVATION. • WITHIN 48 OF • SURFACE • ' —a UNDISTURBED UNDISTURBED �901<COMPACTOR Z NA'TVE EARTH- EARTH BELOW 48C0F MATERIAL SURFACE I • 3 DEPTH .A .7//''BEFly$EC•1• ``•vAHIES / 2 \ 1v;;1 / '•. *.,..7...i.:':••`. - 1/2 PI iiii.115111111161:,':-..II::::'.—A1111911111101151 3/1'-0 CRUSHED ;1:11...".-•.,t. PIPE ZONE • • D O PLU 1 S 6" O 1/4•-0 \\/ O o O • o e 0 0•s.PIPE BEDDING 4..,„ p • ,,, .l: tS•A%..; a a i O! .35 MINIMUM WALL THICKNESS ° TRENCH STABILIZATION: 1/2 PIPE O.D.PLUS 4-IAN.FOR PIPE SMALLER THAN/B' IF REQUIRED, WENCH STABIUZARdI • 1/2 PIPE O.D.PLUS 6'IAN.FOR PIPE 16'AND LARGER SHALL BE SPECIFIED TO AND PLACED PRIOR TO PLACEMENT NOTE OF BEDDING MATERIAL. I.ALL INSERTA-TEE HOLES SHALL BE MACHINE DRILLED AND CORED 2.INSERTA-TEE ARE ALLOWED IN NEWLY CONSTRUCTED SEWER MAINS 12-AND NOTE: LARGER INSIDE DIAMETER (I.D.). ALL COMPACTTION REQUIREMENTS PER 3.SEWER MAIN SHALL BE TWO SIZES (NOMINAL I.D.)LARGER THAN THE INSERTA AA$HTO T-99 AND ODOT/AIWA SPEC 00405. -TEE. 4.HOST PIPE SHALL BE MINIMUM .35•WALL THICKNESS. INSERTA-TEE TRENCH BACKFILL CleanWater Services DETAILS CleanWater Services DRAWING NO. 530 REVISED 12-06 •°'commitment is d"° DRAWING NO. 590 REVISED 12-06 •°r commitment t.deer. N. I ,\ - cg,D PR OFFS ip ry :: :G:N: 4:`Sig'3 + r f� : REGO1 lE i RENEWS: 6/30/16 8-- Revisions and Addendums SHEET Description Date_No. By ENGINEERING DIVISION Summer Lake Park C E S N W PUBLIC WORKS DEPARTMENT C9 t 13125SREGON922 Ball Restroom Addition of voi RD, OREGON 9722) VnlCE 503-718-2466 13190 SW 68th Parkway,Suite l50 FAX: 503-624-0752 9 Tigard, CJregon 97223 .TIGARD;N1W111G'RD-OR.GOV FILE NO 503.968.6655 www.cesnw.com _DESIGN:ARW I DRAWN: ARW I CHECK: ARW PROJECT NO: 92048 Details 92048