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Plans (8) PLM 20 15 - 00378 TOPOGRAPHIC BASE MAP _ ri 9550 SW GREENBURG ROAD a T , A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 26, RECEIVED y TOWNSHIP 1 SOUTH, RANGE 1 WEST, W.M., ` bS`•e CITY OF TIGARD, WASHINGTON COUNTY, OREGON NOV 0 3 2015 P` '•*�� /J.., CITY OFTIGt4K►`� „ tg I' c PREPARED FOR BUILDING DIVISIO -N �o EVERGREEN BUILDERS, LLC '. `z '- I's" < P :. / 4--I/ x JULY 27, 2015 1 " ° LEGEND ,� , ' _ ( Vliff / ' I 1 / / 6 FOUND LOT CORNER " OO SANITARY SEWER MANHOLE 4____f< / /.' . 0p, 22.2' 0 SANITARY SEWER CLEANOUT (,/� %P Al \ • D STORM DRAINAGE CATCH BASIN { f ,� \- / / / 1�I Q I/ . © STORM DRAINAGE MANHOLE / / Q' Client 1/2 C� TREE CANOPY r FIRE HYDRANT MH CO / l�, / M� Evergreen Builders, LLC '46.94' / �. N. )t FIRE DEPARTMENT CONNECTION c/o Joe Westerman Ft=232.29' CO j� / Jam'' a /;1' WIDE NON 200007s STRIP 4�� ® WATER METER Su to DSW Hunziker Road, OUT (N) _ m .1/� \ 69F. N0. 2000070�f38 a Tigard, Oregon 97223 CO l / 1 DRIVEWAAY �oCAnoN N \ k Ai WATER VALVE / LQ ' '3 \Wl EXCEPTED LE M SIGN Q T /' % NON-ACCESS co . ttt / / (cc O \ O I1 �/ �\ \ \ \ \ 0 DECIDUOUS TREE `a- POWER POLE / / / / / / 1 // \ \ \ ) GUY f Project \ N Greenburg Road SO—SD_. K /0 el l 4 N / \� \ \ UNDERGROUND STORM DRAINAGE LINE Apartments � I e I ' 1 / 1 1 //\ \ \\ V —s' —`s Tigard, OR 97202rg Road pp��2�''� \\ \N UNDERGROUND SANITARY SEWER LINE ccoo \ \ /.%, 63.NN.NV \ >>' NOTED\ Q S ldersDec// / o " q \ \ • 6' ,us UNDERGROUND GAS LINE / ))) Portland, OR 97220 Office: (503) 252-3453 s: Q ° . / \ \\94‘\17 sy\ \ .� \ NOTE: UNDERGROUND UTILITIES ARE APPROXIMATE, / / ( / / r ` af\ \ \ �� SHOWN LTNTHE MAPPINGSISAOFD UTIIRTY LOCATES BY STRUCTURES, OTHERS. 256 / 1 7 1 \ \ \ \ 4,, \ -51/4 N N \ %4C,.• / \ ` \ \k / i / • \ v v V ` \ ..\1/4 PREPARED BY: / / N. \N. S 1,--,, \. / `•-k. \ \ \ N ft co \/ / \ - . ♦ \ \ \ \ \ \\` \\ % DEVELOPMENT / 1 \ \ `t \ ` \ 1\3/4,4_ __ _ ^.A CERTIFIED DBE& WBE j �-._, `� �...,-- - .. �- PO BOX 398 9'1� " Camas, WA 98607 / I RES-OR TIGARD, LLC "9 \ \ 360.834.2519 (J2M8, LLC Fax.834.5498 p I'R�F / ` s ` I DOC. N0. 97058638 \ / �� FSS \moi \ n / ., •3 ANGIN eep /o* co / 2�PG�ti I 40 ' �-- t I 65469PE 9c / % / `e \ ` \ I ' / . 1 \ \ \ % OREGON / �� , \ \ !/ v, G,/F LEG I:PNt\ 1 l / \ \� / ,t -, 9 Expires 06/3012017 ,,i / © I / /1 / \ V `v \ \ --" >i - I® \ c \ 'I \ SUMMITCENGINEERI EGHT NG5 INEERING / / \ \ l , I THESE DRAWINGS ARE THE / ` I / ! '1\ LLC PROPERTY ARE NOTMIO BET GUSED ENGINEERING / I/ REPRODUCED IN ANY MANNER, ` \ ,� WITHOUT PRIOR WRITTEN AUTHORIZATION. I \ I k \ I ,) t IN REVISION SCHEDULE: REVISION DELTA ISSUE DATE l \ \\ \ / ( 3 \ ' I / \ f --N.-----V �- I / 1 TREE C / I �� v V — �/ if/ \ ► / —� ....N.‘\ \ AREA of ,E ," r BRUSHN S8�`57'24»W \� .\----_, i / 56.64' .� Ime ,.. / / J i SHEET TITLE: K I EXISTING \` t( OFFICE COPY CONDITIONS MH I 6.13' PLAN /n,,rL_'nn nn' c_i 'CITY OF TIGARD REVIEWED MR CODE_Comis .tmw 1 EXISTING CONDITIONS PLAN p� , I I G�� k (�� Ici- / / ® C1 . 1 — HOR. SCALE 1" = 20' psnnit t DRAWN BY: JMH 10 0 5 10 20 - 00:3 APPROVED BY: JLH (IN FEET) $ui(prtit �' .S. SHEET: SYN, Q Daus is ' ( .r C1.1 / / JOB NO.: PERMIT SUBMITTAL — OCTOBER 2015 15-086 • C:\Ueere\Ueer\Google Drhe\Jobe\2015\15-066 Greenburg Road\DNGs\066–C1-1.dwg 10/21/2015 10:57:30 AM CONSTRUCTION NOTES ® GENERAL NOTES 1. CONCRETE VERTICAL CURB PER 1O/C8.1 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF TIGARD, THE CURRENT EDITION OF THE UNIFORM ' LEGEND 2. CONCRETE SIDEWALK PER 11/C8.1 PLUMBING CODE, AND THE INTERNATIONAL BUILDING CODE. ALL WORK IN THE PUBLIC R.O.W. REQUIRES A PUBLIC WORKS 7.41.44 RETAINING WALL 3. FIRE HYDRANT ASSEMBLY W/ GATE VALVE PER 13/C8.1 PERMIT. SIGHT DISTANCE TO 2. EXCAVATION: EXCAVATE FOR SLABS, PAVING AND OTHER NORTH: 800 FT y FIRE HYDRANT 4. 4" PAINTED WHITE PARKING STRIPE SIGHT DISTANCE IMPROVEMENTS TO SIZES AND LEVELS SHOWN OR REQUIRED. es, �i ,� ® ® CATCH BASIN / 5. ADA ACCESSIBLE PARKING PER 6 C8.2 ALLOW FOR FORM CLEARANCE AND FOR PROPER COMPACTION �' f l k': REQUIRED: 350 FT OF REQUIRED BACKFILLING MATERIAL. EXCAVATORS MUST v C'. ASPHALT 6. 6' CONCRETE CROSS WALK PER 12/C8.1 COMPLY WITH ORS 757.541 THROUGH 757.571; EXCAVATORS % "' Q,} SHALL NOTIFY ALL UTILITY COMPANIES FOR LINE LOCATIONS 72 �e -�• 7. ADA ACCESSIBLE SQUARE WING RAMP PER 8/C8.1 HOURS (MINIMUM) PRIOR TO START OF WORK. DAMAGE TO `t: ' " ," 7, / / CONCRETE PADS AND SIDEWALK UTILITIES SHALL BE CORRECTED AT THE CONTRACTOR'S µ . �� • ° 8. TRASH ENCLOSURE PER ARCH EXPENSE. - 'rt�T��I / VERTICAL CURB PER X/C8.1 3. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL '" y / 9. BIKE PARKING COORDINATE WITH ARCH DEVICES MUST BE INSTALLED AND MAINTAINED MEETING THE ,'x a / - - PROPERTY LINE / 8, 10. LANDSCAPE AREA, SEE LANDSCAPE PLANS OREGON DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) O WATER METER VAULT OR STANDARDS. THE GOVERNING JURISDICTION SHALL, AT ANY ® DOUBLE CHECK VAULT 11. MAX 36" HIGH MODULAR BLOCK RETAINING WALL, DRAINAGE TIME, ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO / MANHOLE OR ACCESS LID PER 2/C8.1 ACCOMPLISH EFFECTIVE EROSION CONTROL. ►� I l a 0a O 12. CITY OF TIGARD PUBLIC SIDEWALK, SEE PUBLIC IMPROVEMENT 4. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL / PLANS BE CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO / / ° „ ,� ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC / * d ' A,®/ 10.14' 13. CITY OF TIGARD COMMERCIAL DRIVEWAY, SEE PROPERTY, AND THE RECEIVING SYSTEM ARE NOT ADVERSELY / /`r ° 3' PUBLIC IMPROVEMENT PLANS IMPACTED. THE GOVERNING JURISDICTION MY, AT ANY TIME, / / �'� ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO Client / OD14. WATER METER IN VAULT PER UTILITY PLAN ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. /;say �445. CONTRACTOR SHALL ADJUST ALL STRUCTURES IMPACTED BYEvergreen Builders, LLC ® . © 15. DOUBLE CHECK VALVE IN VAULT PER UTILITY PLAN CONSTRUCTION IMPROVEMENTS TO NEW FINISHED GRADES. c/o Joe Westerman �9 3' 6. REQUESTS BY THE CONTRACTOR FOR CHANGES TO THE PLANS 7420 SW Hunziker Road, / / / / iI�` '�* 5 16. IRRIGATION POINT OF CONNECTION MUST BE APPROVED BY THE ENGINEER. Suite D / �� I hl 4 ��►�� O 17. ROCK DRAINAGE TRENCH, SEE C2.2A Tigard, Oregon 97223 if 1� o / f * It �' ►/ .. . ,, %$2fr 18. EDGE OF PAVEMENT Q ® �**lip�® BUILDING 1 CC" . TRUNCATED DOME ADA DETECTABLE WARNING PER 2/C8.27 / _ / 21. ADA ACCESSIBLE PER 1/C8.2 / / / / C E RAMP e m / ' / 22. TEMPORARY AC PEDESTRIAN CONNECTION Project CO/ it / 1 6 . 111, ` Greenburg Road /ifZ / � 0 .'� 6 S w 23. ADA SIGNAGE PER 4/C8.2 Apartments/ / / `' 24. GRASSCRETE SURFACE OR TUALATIN VALLEY FIRE AND RESCUE 9550 SW Greenburg Road / / , APPROVED SURFACE, COORDINATE WITH OWNER BOLLARD$, Tigard, OR 97202 8 � ®dl .�� . ® _' •'� Designer at �ii�11� 6 SI / 4© ' 8 5, ®j \ Approved b Plar ^' 11125 N.E. Weidler 7220 t. Date: It 315 Portland, OR 97220 • i Office: (503) 252-3453 / 6 initials: / as / 6, �® 6, : prip 4). 4 Alt ,s4044Q \CI :tiff! tt / S4.3/4%,..% % , ie 0 0, a..: 2' 0 / / ��- 7.5 7.5' es-S.,„4., �6 ® - DPROF a., ® ® (4). BOLLARDS 85 e `�E ESS/ � . GINE o / / SIGHT DISTANCE TO GI �� 4,6.32' 75' '� tO �� 0� F92SOUTH: 435 FT `� 8 ° 0 1 65469PE v! \ I / / SIGHT DISTANCE - , / REQUIRED. 350 FT a;- I "`' 'D� I% °� % OREGON / BUILDING 4 9 `�` �G�GNE 11, 10�b�Q \f.''. \ �` /E L H P`I`E / \ i., �. . '44 Expires 0613012017 - / /I ' • ••••••• ..�i to co (C) COPYRIGHT 2015 �� CIi 7C.' SUMMIT ENGINEERING LLC SITE DATA \ , �, .;.;.;.;.;.;� • / a�1 - ��.� 4' 9 I THESE DRAWINGS ARE THE / `�.. �� ' . . ° SS. , :.:c.:.:.:. -. S . . Qa 5S PROPERTY OF SUMMIT ENGINEERING SITE AREA / - ° • f.,f �_ �_ •_ _ ° S, ° • LLC AND ARE NOT TO BE USED OR 4#0 4 / LOT AREA 66,453 SF • 5$ ° g' ° a• •°° •mer• ° • • - REPRODUCED IN ANY MANNER, N. ° , " ��i�i��•�� WITHOUT PRIOR WRITTEN \ w. 6 6 ��••�••••••• _ /: N AUTHORIZATION. / ASPHALT PARKING 26,545 SF • e; ' -Iwo ��. °, - LESS PARKING STALLS 16,404 SF 0 © ® ,•: t••1••• / / LANDSCAPE AREA 11,415 SF (17.2%) ': t :��00! REVISION SCHEDULE: \ '�� 12.5 . eeem ° \ % _ ,i,p REVISION DELTA ISSUE DATE / OUTDOOR SPACE \ `.N = ® a ti / PRIVATE 3,252 SF it e PUBLIC 14,926 SF o. _� 0 BUILDING 5 BUILDING 6 I, TOTAL 18,178 SF \\�`� • �'/ I BUILDING AREA 20,951 SF \ -_-it ate��9°57'24"1 is 0 DS i --d UNIT COUNT " ' " ' / / 1 BEDROOM 32 UNITS m 2' 256.64' 2' T 24.03' / / SHEET TITLE: 2 BEDROOM 28 UNITS TOTAL PROVIDED 60 UNITS SITE PLAN I TOTAL REQUIRED 60 UNITS VEHICLE PARKING SPACES STANDARD 43 SPACES COMPACT 43 SPACES ADA 2 SPACES 1 SITE PLAN / / TOTAL PROVIDED 88 SPACES DRAWN BY: JMH 21 . 1 �- �� 1 HOR. SCALE 1" = 20' TOTAL REQUIRED 88 SPACES 10 0 5 10 20 APPROVED BY: JLH BICYCLE SPACES PROVIDED 33 SPACES (IN FEET) / / BICYCLE SPACES REQUIRED 33 SPACES SHEET: NOTE: BICYCLE RACKS TO BE LOCATED AT UNDERSIDE OF C''.1 EACH STAIR, L I - (13) TOTAL UNDER STAIR SPACES - (20) TOTAL ON SITE BIKE PARKING SPACES (2.5'X6') / / JOB NO.: PERMIT SUBMITTAL - OCTOBER 2015 15-086 C:\Users\User\Google Drive\Joba\2015\15-066 Greenburg Rood\DWGs\066-C2-1.dwg 7/10/2015 12:16:06 PM GRADING NOTES 1.1.4"1:41 1. ROUGH GRADING: BRING ALL FINISHED GRADES TO APPROXIMATE LEVELS INDICATED. WHERE GRADES ARE NOT OTHERWISE INDICATED, FINISHED GRADES ARE TO BE THE SAME AS ADJACENT SIDEWALKS,CURBS, OR THE OBVIOUS GRADE OF ADJACENT STRUCTURE. GRADE TO UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE GRADES ARE u 0GIVEN; OTHERWISE, GRADING SHALL ADHERE TO THE CONTOUR ORtom,. �,• :.. SPOT GRADE SHOWN, OR AN INTERPOLATION BETWEEN A GIVEN SPOT �'s � ! , • GRADE OR CONTOUR. ROUND OFF SURFACES, AVOID ABRUPT CHANGES - „ a , ' IN LEVELS. ROUGH GRADE TO ALLOW FOR DEPTH OF CONCRETE SLABS, .=•-a° :r WALKS AND THEIR BASE COURSES. GRADE FOR PAVED DRIVES AND tl5 e. !j (s3 - PAVED PARKING AREAS AS INDICATED AND SPECIFIED HEREIN, AND �: . 1p a PROVIDE FOR SURFACE DRAINAGE AS SHOWN, ALLOWING FOR - + e�': / �I THICKNESS OF SURFACING MATERIAL. 1 Neir. i 1 ,/ \ i/ .. / 2. EXCAVATION: EXCAVATE FOR SLABS, PAVING AND OTHER v► . IMPROVEMENTS TO SIZES AND LEVELS SHOWN OR REQUIRED. ALLOW .'�"' / / I $-- // / FOR FORM CLEARANCE AND FOR PROPER COMPACTION OF REQUIRED �+1 / 3 BACKFILLING MATERIAL. EXCAVATORS MUST COMPLY WITH ORS 757.541 a+ 1 j ______..- --.7 THROUGH 757.571; EXCAVATORS SHALL NOTIFY ALL UTILITY \./. / COMPANIES FOR LINE LOCATIONS 72 HOURS (MINIMUM) PRIOR TO ,* 7 ° START OF WORK. DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE C/) k tar CONTRACTOR'S EXPENSE. j _ _ ±ui4' :: ® / , /® Ever reen Builders, LLC�� 245.2245.07 232.81 AC ASPHALT ELEVATION g232.81 . EFFECTIVRNIQUIRE . DRAAGE SH245.52 \ 244.95 720WHunzerRoad, *IS - FF�Q4604 ,. 232.81 BW BOTTOM GRADE AT FACE OF CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT Suite D -- ' /�., 3 ®��\ , \ FF.244.a RETAINING WALL (NOT BOTTOM OF ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY, AND THE RECEIVING Tigard, Oregon 97223 //� � 4 �� I � , WALL OR WALL FOOTING) SYSTEM ARE NOT ADVERSELY IMPACTED. THE GOVERNING JURISDICTION /i:• -�iz , ', ' FF=243.83 232.81 RIM CATCH BASIN OR MH RIM ELEVATIONMY, AT ANY TIME, ORDER CORRECTIVE ACTION AND STOPPAGE OF Q I ,�/t / �-� iik WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. /3 . 245.56 246. 0 ' i 229 PROPOSED 1-FT CONTOUR 5. SITE TOPSOIL SHALL BE STOCKPILED DURING CONSTRUCTION AND USED O ® I Q '� 245.. : /�fJ , = 230 PROPOSED 5-FT CONTOUR FOR LANDSCAPING. / / //F /� ` �'� ?+� � F 243• - 6. THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON Ct. =-- -229- - EXISTING 1-FT CONTOUR illiz iiiii44.1%&414.._H..,.4 L:7,.. /�r d ,�• 4, �= gym" JØA4\ F - - CONTOUR CC � 42• RIDGE LINE EXISTING CONDITIONS WITH HIS OWN RESOURCES PRIOR TO THE START / / T: JIL /3 ` �� 246.6e TC OF ANY CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES Project 4 4 �__._,.., 1/' aril It 246.60 AC _� �� `` PLANS.WITH THE SITE WITH RESPECT TO ANY ELEMENT SHOWN ON THESE Greenburg Road 1� Apartments /- - / /II/.a f ��' \ 4 7. CONTRACTOR SHALL COORDINATE GRADES AT ALL BUILDING P ID 2.41 9550 SW GreenburgRoad ENTRANCES WITH ARCHITECTURAL PLANS PRIOR TO CONSTRUCTION. Ti ard, OR 97202 41 \`/ e // / •$' 248.10 TC 248.18 T a �, 9 / � � 248.10 „;CC 247.68 ` � . �w 8. CONTRACTOR TO ENSURE 2% MAX SLOPE AT ALL ADA-ACCESSIBLE ''RR J G w a ,1� PARKING SPACES. / / - _ ') at 4 a :' � ��` jv 9. CONTRACTOR TO ENSURE 5% MAX SLOPE (EXCLUDING RAMPS) AND 2% / / I MAX CROSS-SLOPE AT PEDESTRIAN SIDEWALK CONNECTIONS BETWEEN /---'-----;----- SP i \ �,63. 1.41 PUBLIC R.O.W. AND BUILDING ENTRANCES. Designer / / �� 248.50 ® � >>S 10. CONTRACTOR TO ENSURE ALL STRUCTURES IMPACTED BY Builders Design, inc. ,41, / / ' • 248.00 isr �a /V CONSTRUCTIONT IMPROVEMENTSAREADJUSTEDTONEWFINISHED 11125 N.E. Weidler St. / 2• `•59 ,- \ • = , . 91GRADES. Portland, OR 9722011. CONTRACTOR TO ENS THE Office: (503) 252 3453URE FIRST FOUR (4) FEET OF FINISHED/ 248.30 • \,_ ° \� \ GROUND SHALL SLOPE AWAY FROM THE FACE OF EACH BUILDING AT / / 248.62 \ \\` illit/ �' 40.41 A MINIMUM OF 2%. II ••••'riti[ 1 ;` . �® �► a7it \ • FF39.91 4 \-1\ \ \---. .: \\ Illifr: ta \\I: ' ?' Illietts \ 1 . % •••%-k- / ir 1 - ,-- ile - tb b ", --%/41.4841%* L: / i \ i -Ma : \\43, \ �'' v� \ j`� :/ , 239.04 Tc ::>19r)\ 236.80 TC / / 4:11, / \'''' . L N� • 1 N.---0 re,e' 238.54 • �� 236.30 RIM / 7 �' ....„....H.%. 236.70 / / ` D PROF 3 \•<, V • 236.60 �� FSs// FF=246.7 l \ \ 11 5% Ag_ 236.231 AC ��5 ANG I NEF4 o* / / / \ / .�3�` 238.57 AC \ I j / - ♦ . . \ ® ` 236.60 A - 3 / a. r' •fi. �, \ \ 6.40 A 236.45 TC r OREGON 2.4q J237.85 AC 089 ��i 235.95 AC ✓p✓GNE 11, 1�� Q i. ' , 239.13 AC 235.89 RIM /F ( H A`I� // / / �/\N,,,.1., .. \4N \ a m 239.18 TC / FF=246 238.261 AC 238.68 AC 237.29TCJ 235.96 ACExpires 0613012017' LJ 238.68 AC \ 237.14 AC 236.79 AC C / 7! \ 238.89 T+C/ • \ 238.39 Ac / % a I% 3SRIM SUMMIT ENGINEERING LLC / / / • / • < 223398..8'20' •� PROPERTY OF SUIMM T ENGI EERING ,, 239.30 e 236.40 RIMTHESE ` " 236.38 ± RIM LLC AND ARE NOT TO BE USED OR Al Aii � . / ° ", ° ° • •.° �` ° ° ° ® REPRODUCED IN ANY MANNER, .. .. / I \� ! . . �. 3.rJ�p •',N• ® WITHOUT PRIOR WRITTEN :/... ' _. +� ' II�` •. 236.88 TC AUTHORIZATION. I .�i - , 1 -i 0 236.38 AC FF=2- \ '• ® j ill( ' _ - 239.74 C '+ , I o / / tam ig-e - 239.01 �, e ��° 239.11 237.41 "1 237.14 / / / el' _ - • co _,1 (j)k- REVISION SCHEDULE: / / A. \ •�, c\ - `. 239.5/1 238.01 • REVISION DELTA ISSUE DATE / � \ 239.49 TC / / ilk, \� I se 238.99 AC ` ._. 1 f 240 29 TC ,r FF= '4.75 \'-� 1 23s 7s Ac / .+�lN YYu .4A' � m.Zn YV in-Mii e4Y 'y.�i 'S v:U i':;-"-.G,' / - - N \ - N. - - V - - X56.64' \ i 0 / / SHEET TITLE: FF=242.64 FF=241.14 K FF=239.55 \ FF=238.05 I GRADING PLAN 1 / "S 1 GRADING PLAN / / IC2. C - 1 HOR. SCALE 1" = 20' DRAWN BY: JMH 10 0 5 10 20 APPROVED BY: JLH (IN FEET) / / SHEET: C2.2 / / JOB NO.: PERMIT SUBMITTAL - OCTOBER 2015 15-086 C:\Uses\User\Google DrIve\Jobe\2015\15-088 Greenburg Rood\DWGs\088-C2-2.dwg 7/25/2015 4:07:21 PM DSd a 244.83 _ ° , .,, A 3 6"SIDEWALK IN U uwo Q 2' GARAGE PIER a . \ >� • 41112:33� 244.71 TC F 2 3.83 y� Q PER ARCH.da °° /I .844.21 AC 244.33 ' 42,V3 SIDEWALK \ ' (:, ° a DS. ° � _, D \\ CENTER STEP SLOPE ASPHALT 6" '^t° ° ° 243.83 a , _ IN PIER DOWN OVER 2' (25%) :11: \ 245.01 TC ° r� ASPHALT •244.77 244.51 ACa 6" STEP ,� ® � rfd '` IN SIDEWALK � I° ° a 243.33 `� 243.44 \ %� ASPHALT TRANSITION „ „ r\ 244.77 TC 24421 TC 4 /244.27 AC 244. AC � ,44ip a , . 245.60 1' 1' 1' I AC TRANSITION SLOPE MATCH GRADING \` � •-i 4. 245.10 A 244.83 TC `� 242.85 TW ,,, a, 42.41 SLOPE ASPHALT 6' _\ 244.33 AC 240.60 BW DOWN OVER 2' (25%) TO TAPER OVER 4', FROM A OF PLAN „• 's/ Mc 4 • 244.21 TC d 25% TO SLOPE OF PLAN i 44 '41i 244.21 AC ' \ ! �d '...\, 242.83 S243.25 r, , 1tRe aa ' (ELEV. VIEW) (PLAN VIEW) to 243.91 AC 2>\ s\ �O 1.91 2GRADING DETAIL AT STEP �6• N243.71 TC ° 242.71\ r N \ N41oi 243.71 AC ` \ \ 242.71 \ � C2.2 N.T.S.N ti/ 243.41 AC 243.2' C ?R3' �. ° 4 / , hN 243.2 (\J244.44 AC i" a dMt � �., TRANSITION ;��e% FF, 24 41 / / -------t /^° ° �J TRANSITION PER \ �`V / / ® 2 C2.2A 242.41Arp Ever reen Builders, LLC + PER 2/C2.2A ` / 243.21 T '� Sg3J,S4client ?r - TC243.21 AC \� dQ s86 F g�, 243.7 C 242.96 RIM q<<Fy \ 3� 6 6 c/o Joe Westerman 0 91 7420 SW Hunziker Road, 245.15 TC 245. 'a TC \ ° 242.29 TV�• ,3/4.4 244.85 AC 245.02 'AC a a °/ 242.29 ASuite D a\° \ \ 242.71 TC \ ° • Tigard, Oregon 97223 a .1a is dd • 46.38 TC `Vl a a /�:�° TRFNSITION242.71 AC 24 ° t ... x.88 AC PER 2/C2.2A 242.29 \ a 241.91 /° X241.68 ° �� 242.29 A 9, M d ` N ,175: 4:4q �1 ° I 2 0.41 a , 4� k24425 / AC X \ 241.41 • 4 °d , "d \` • 6s 245.31 TC\ 41 242.95 CONC d ° / / / ,N d �S 245.68 a a. 244.81 AC \ bl:hi, �� . . \, d d ' ,. . / / / ° . �e. a - ° �d ( ° Project • \ 246.50 �. 245.72 \ \ ° a J 243.09 CONC ° ,1 �! . / 39.91 Greenburg Road 8.8 It 245.80 TC ° ( $ ° artments \ ° t.\ \\ 246.62 , ' ° 242.04 RIM r\ °� ity..!%464N 9550 SW Greenburg Road 245.30 AC B° 245.00 TC 'N a �� Tigard, OR 97202 6 •` e . --i S► T NSITION 1 \C8. • 2 86 ° `44 7 ` ° 34 e a 241.29 T a / / at \ �\ ..�%gr a . d d 1CV d d PER 2/C2.2A 241.54 AC �t1.29 AC d\ • 245.92 245.43 ° ° E'G�• ° ° ° (\ \ `� . ;Iv, ;N.aw '.F" 3' ~` ° 7 Q. � ' ?� \ �q ' ° . Designer �•et ° ' 243.16 CONC \,..44, 1%\ ° � \ F \ /240.41 \ .' • ° 1Al TRANSITIONr�° \ Builders Design, incyi� , , rV240.29 TC\ 11125 N.E. Weidler St. 4. \ i•1► PER 2/C2.2A ��240.29 AC Portland, OR 97220 \ oti , * ,,,, 2.2q 241.79 IS ) �•. d �° e 43.15 rON241.791ACa �� TC Office: 503 252 3453 •• �� / ry 245.55241.04 RIM \ ' �� 245. 5 245.96 _ 245.10 24� 15 AC 243.36 CO \ \ \ ° 4'223 AC 240.41 \ ri yet v ° 2sY3.50 AC 243.60 TC \ a �. 241.29 TC ° \ •�• �iS \ \ \ 243.10 AC 241.29 AC /'v • 239.91 "c 248.50 TW *liar V \ / ; *t kW 244.05 AC 245.75 BW \ �� i . 44.60 , 240.54 AC M \ NP:417 , D 244.91 TC \ a ° 239.91 TC � cJ °a 25.01 \ \� f . ; r ��. 245.75 244.41 AC �ry�M TRA\SITION /�/�( `�, \ •' \ 1 • \ `` l 245.05 ° m 241.34 AC PERN2 TI ON PER 22 C2.2A474. "` . ��• 245.12 ° + 240.79 TC \ a ° ° �t „ a 1 �'® 244.88 TC 3.7% \ 240.79 AC 240.04 AC 239.79 TC 244.38 AC 239.79. AC t \ \ _ 245.75 a )$` \ � \ .�.y=, \ Q a a 241.64 AC \ \ \\ \ 1 239.00 t RIM / / 'qa�� 245.25 \ 239.79 TCII �•�� ° A 239.79 AC / / FF-246.0 -� �� •d - a- ti A\ 241.10 A`C TRANSITION ��D PROfFS Att 247.00 TW \ .. © 245.46 241.77 AC \1. \ \ PER 2/C2.2A ��5� ANG I NEF�s%� 245.75 BW \ `� �1/4 C8. d \\ 1 65469PE r � r "�� A A. 241.66IAC / ....4*. 244.05 TC 'V )24o.soAv \ IC[�- 247.00 TW .. /R,• 'yg -4'x,0\4\ 245.25 BW •! °. 243.55 AC ` \ ` O / 7. �V % OREGON \V4.7 �� ® * N "o' 4E11, ti ��4 -� [242.06 AC \ 0 �/E L H P�`C ��i. 245.25 p1239.29 RIM S\ fid!; ) \ \ Expires 0613012017 244.17 ° die 'tee. rali N d / / ' j 1 \ N ; / (c) COPYRIGHT 20154415 nISA: %• 245.25 �� ' N SUMMIT ENGINEERING LLC M1 > ``V.� \, ° �� ° , PROPERTY 0 R SUIMM T ENGINEERING 239.13 AC \ \�• � � 243.32 TC 1 % - LLC AND ARE NOT TO BE USED OR \ ` REPRODUCED IN ANY MANNER, _ * ~ d ° 11 242.82 AC 242'22 AC WITHOUT PRIOR WRITTEN FF-24 y, 0 ` -��__, a ° �� 239.33L.A.C AUTHORIZATION. Mr \ ° \ \ / / \ �� •� 244.71 `F� ze 244.50 ( 243.24 TC \ \ REVISION SCHEDULE: 247.00 TW \ ��` 242.74 AC tar"ate 245.25 BW ,DS REVISION DELTA ISSUE DATE ��. DS' ° ° 243.00 T S ° 241.32 AC 241.82 TC 240.48 TC \ 247.00 TW It, 242.50 • r 241.90 TC 239.98 AC \ 244.50 BW \ lg. 244.50 243.44IPP/St a' 242.50 TC I 240`19 TC \ \ �•� d a i 242.00 AC 40 A- i 239.69 LEGEND : f 232.81 TC TOP OF CURB ��, , 3 4% 4 AC a d d d_- .d ` ° a � d ra ASPHALT ELEVATIONvas • a a IN ° a ° 3:5% a i ° d ,N ° a \. 232.81 AC �� a d . °. a ° a <4 or aY•: / / 232.81 TW TOP OF WALL ELEVATION • I 244.50 / 243.44 ® d Ar ° 240.24 t / / 232.81 BW BOTTOM GRADE AT FACE OF \••�.r� 441,"°./a 8' 242.62 242.02 240.60 •,,,,41,,,,, C8. ° SHEET TITLE: RETAINING WALL (NOT BOTTOM OF ' 2 3.07 , d a _ \ WALL OR WALL FOOTING) FF=2 �► • 243.96 a 243.56 a ` �� 232.81 RIM CATCH BASIN RIM ELEVATION \ '• !i, 243.75\ d . GRADING DETAIL �� \ rti DS • 1� 242.48 242.16 DS \ 240.70 cp.. PLAN -fiPROPOSED 1-FT CONTOUR 246.50 TW ��1 , 1111� i--.-- 229 ///$ 230PROPOSED 5-FT CONTOUR 245.25 BW • •L e X X XeX I = 1c�_ - -229- - EXISTING 1-FT CONTOUR t 1 a � I / 230 EXISTING 5-FT CONTOUR 246.50 TW \ �� ', 242 38 �/ °,N s , 243.75 BW \ ♦ c 242.42 , :; al - - - - RIDGE LINE Z. 243.75 � 1 �_ RETAINING WALL A� •� I I C . / / �,Alt; \ : • a 241.10 d a / -----'-'7-- ,•.,,v DRAWN BY: JMHs \ •' 24216 I d �� `�� APPROVED BY: JLH • b A. .jam( I 1 GRADING DETAIL PLAN 243'75 ( 6 la ' V I 1 SHEET: eill5 C2.2 �� HOR. SCALE 1" = 10 _ �� r�� C8. •� - 1 10 0 5 10 20 FF-2 dbc, 00 "st 1(43. / I (IN FEET) •_•,. 1© FF 2 2.64 8 FF= 1.14 C2.2A • 245.50 TW • ,,. 243.75 BW �! 242.39 •" C8. -IS *, .n IS la I , , . . ....„4. .„...„,„), w,...,,,, n „h.. ...,,,,,, 4:VAtd..4 ost ,-•.b. 1 .*.dtt..,4% I *'se);'' V 1, 240.89 JOB NO.: al 243.00 TW !� o�_� 242.30 MIS 15-086 242.50 BW :•_.._ ., - - - - - S P�' SUBMITTAL - OCTOBER 2015 -'- tiarflti.-tielti 4,' 7 24"W C:\Uaero\Uaer\Google Drlw\Jobe\2015\15-086 Greenburg Road\DWGe\086-C2-2Adwg 9/23/2015 2.31:11 PM U CATCH BASIN DATA LEGEND PIPE RESTRAINT CHART UTILITY NOTES 14 8\ ID RIM IE OUT DIAMETER TYPE 229 PROPOSED 1-FT CONTOUR FITTING TYPE SIZE RESTRAINT ALONG PIPE 1. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ` ��• 230 PROPOSED 5-FT CONTOUR ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ^i 1 242.96 239.66 4" STEEL 24"x24" 229 EXISTING 1-FT CONTOUR 4" 8 FT THE CITY OF TIGARD, THE CURRENT EDITION OF THE sus,.. OREGON SPECIALTY PLUMBING CODE, THE INTERNATIONAL -230- - EXISTING 5-FT CONTOUR 22.5' BEND BUILDING CODE, AND ANY OTHER GOVERNING JURISDICTION +. � ';• 2 242.04 238.79 4" STEEL 24"x24" 6" 10 FT ® '. �' _ _ SS PROPOSED SANITARY SEWER THAT THIS SITE FALLS WITHIN. ALL WORK IN THE PUBLIC �j .� � ,G. ST PROPOSED STORM SEWER R.O.W. REQUIRES A PUBLIC WORKS PERMIT. • .; r 3 241.04 238.04 4" STEEL 24"x24" 4" 15 FT 2. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. • - •• - •• - PROPOSED WATER LINE �• 45' BEND - - THEY DO NOT SHOW EVERY OFFSET, BEND, OR ELBOW 4 239.29 236.04 4" STEEL 24"x24" _ _ _ _ PROPOSED FOOTING DRAIN/ 6" 21 FT REQUIRED FOR INSTALLATION IN THE SPACE PROVIDED. \4 \� + • / \ / RETAINING WALL DRAINAGE1,.:-1/4r // --' 3 . Y THEY DO NOT SHOW EVERY DIMENSION, COMPONENT, �T� / / 5 236.30 234.30 4" STEEL 24"x24" 4" 37 FT PIECE, SECTION, JOINT OR FITTING REQUIRED TO COMPLETE 410 �'/ ' -$e' \ �J / / ---- PROPOSED WATER METER 90' BEND THE PROJECT. ALL LOCATIONS FOR WORK SHALL BE vft' / 6 235.89 233.59 6" STEEL 24"x24" 6" 51 FT CHECKED AND COORDINATED WITH EXISTING CONDITIONS IN �• // � /� PROPOSED BACKFLOW THE FIELD BEFORE BEGINNING CONSTRUCTION. EXISTING 7. / � V DEVICE IN VAULT 4" 88 FT UNDERGROUND UTILITIES LAYING WITHIN THE LIMITS OF DEAD END EXCAVATION SHALL BE VERIFIED AS TO CONDITION, SIZE �/ IE(4") STORM= 241.70 AND LOCATION BY UNCOVERING, PROVIDING SUCH IS '„� \ 0' IE(4") STORM= CONTRACTOR TO MAINTAIN MIN. 1' 6' 123 FT PERMITTED BY LOCAL PUBLIC AUTHORITIES WITH C/) x 242.30 OF COVER OVER STORM LINE JURISDICTION, BEFORE BEGINNING CONSTRUCTION. / n I 4/� 4 STORM ® 1.5% 4" 71 FT CONTRACTOR TO NOTIFY ENGINEER IF THERE ARE ANY '4 � > / IE4"' SAN IE(4") STORM=241.08 OVER TEE* DISCREPANCIES. / / • • ® STUBS O �� / �,� 6" 106 FT 3. PROVIDE CLEANOUTS AS REQUIRED IN THE CURRENT / / �� V�` IE(4") SAN=240.60 UNIFORM PLUMBING CODE CHAPTER 7, SECTION 707 AND Client 241.72 ' /'� - "s ..hp, ,`, ® � 4" SANITARY ® 2% MIN. *RESTRAINT ALONG BRANCH 719, AND CHAPTER 11, SECTION 1103.04. NOTE: NOT ALL Evergreen Builders, LLC tkasil ��ill REQUIREDCLEANOUTSARESHOWNONTHEPLANS.WATERSUPPLYLINESJOINTS SHALL BE RESTRAINED FROM c o Joe Westerman / �i, 4J \ IE(4') SAN EACH FITTING SHOWN A MINIMUM OF THE DISTANCE SHOWN IN 4. ALL STORM PIPING IS SIZED FOR A MANNING S N VALUE _ v1 NON CC SIR/P 7420 SW Hunziker Road, / c / ��/ . . V� STUB= THIS CHART. 0.013. ALL STORM PIPING IS DESIGNED USING CONCENTRIC I � .i is t 1wwt "�' .. 2091997t •8 240.90 PIPE TO PIPE AND WYE FITTINGS, UNLESS OTHERWISE Suite D / / i.:•41.. ' ,�� ASSUMED VALUES: Tigard, Oregon 97223 ..-L---",.' is / / s '{ " 250 PSI TEST PRESSURE NOTED. Co �f��,� � y k IE(4 ) SRN=239.50 IE(4") STORM= 240.00 5. PER SECTION 718.3 OF THE OREGON SPECIALTY PLUMBING �` 4t /� ' �4 � 7�� z ! IE(6") SAN=239.42 CONTRACTOR TO MAINTAIN MIN. 3 FT DEPTH OF BURY �Q i � ,.: � � ®V r�� -A,�-`�t�`�% ` � ' �:4110.-CN'''qc, COVER OVERSTORM LINE 1.5 FACTOR OF SAFETY CODE, UTILITIES SHOWN UNDER OR WITHIN 5' OF ANY � � �, •/// s �. 6 : SANITARY © 2% MIN. 1' OF LENGTH OF SOLID PIPE EITHER SIDE OF TEE: 4 FT BUILDING OR STRUCTURE (INCLUDING ANY FOUNDATION C9 CI , ,it- -:. " ` �r�q�/ ° `' ��f �5 4") SAN ALONG PROPERTY LINE, AND TO DRAINAGE PIPING), OR LESS THAN 1' BELOW THE GROUND / O / I �� q'1/�os ;,:111J . STUB= ENSURE THE STORM LINE IS OUT SURFACE, ARE NOT TO BE CONSTRUCTED OF MATERIALS/ � /� ':` �� g� , °�� .9,A -1, ///1 . IE(4") SAN OF THE ZONE OF INFLUENCE OF OTHER THAN THOSE APPROVED TO BE USED UNDER OR / / V ' �� \/�� 239 0 BUILDINGS 2 / / l / � \ �� `�y � ' STUB= THE FOOTINGS OF BU WITHIN A BUILDING. TABLE 7-1 AND SECTION 1101.3 LISTS :174 / / �� Q \ °' [.tip^ 239.33 AND 3, SEE 8/C8.2 APPROVED PIPE MATERIAL FOR SANITARY AND STORM / �� \ DRAINAGE RESPECTIVELY. Project /:�� is ©`�'\ � ' 4, ate ` O 6. VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES Greenburg Road �� / /�r j��l ��* i� �• \ � 4" STORM ® 2% MIN. BY POTHOLING PRIOR TO CONSTRUCTION. NOTIFY ENGINEER Apartments O © IE(4") SAN OF ANY DISCREPANCIES. 9550 SW Greenburg Road \/ c9 cr W �� ®��242.16ST\OR IE('0. STORM= I• \4�'`t� \ •'Q STUB= 7. CONTRACTOR TO MAINTAIN A MINIMUM OF 3' OF COVEROVER Tigard, OR 97202 (� / 3 ( � ,IDE NO -ACCESS STRIP (..?t „. N ,. IN., ,,:.,,,, „ ., „f ® . 239.10 IE 4" AN 8. FOOTINGL DRAINS RARE EREQUIRED AT ALL FOUNDATIONS / / / / S. / v / ��/ . X01$2,4 070498 4" STORM -- ® . S AND BACK OF RETAINING WALLS PER PLUMBING CODE. // ® N �' an \ STUB) 9. WHERE CONNECTING TO AN EXISTING PIPE, AND PRIOR TO / CO 2% MIN. , 1 S6 > 238.10 Designer CoQ / �� ----.4-,-* I 0 O \ / ORDERING MATERIALS, THE CONTRACTOR WITH HIS/HER "--/ / - - Q I• ` S IE(4 ) SAN OWN RESOURCES SHALL EXPOSE THE END OF THE Builders Design, Inc. ---\ \ `.`'- a2 B 1 et .��• Nar / �/ "• s.Y/ STUB= EXISTING PIPE AND VERIFY THE LOCATION, SIZE, AND 11125 N.E. Weidler St. / / /• \ �L . 0 �/ I ' '< 237.60 ELEVATION, AND NOTIFY ENGINEER OF ANY Portland, OR 97220 / "` \ .` • . / \ 1.•,:i '` O IE(4") 39.50 �, �� \' v� IE(+4') SAN DISCREPANCIES. Office: (503) 252-3453 e / l / \ 4 . "` d IE(6")= , 9.42 �'j it b � STUB= 10. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT r ® �, 237.10 ALL HYDRANTS, FIRE SUPPRESSION AND FIRE SPRINKLER 4� /\ \ \��' � � �� P6 TORM © �� \, / / \' 7' SYSTEMS SHALL ALSO COMPLY WITH THE LOCAL FIRE \1/4os E(41-")= 1.5% ®, • IE(4' ) SAN DISTRICT REQUIREMENTS. / ( d L43.3 . 1 IE ") STORM= = T�'�✓ / / �3� 236.60 / / Jr_ 1 / \ \\ ®�� qo n ' \\1/4 ��' 0 , CB \ , 01 , r STUB= 235.72STORM= / SSPAIIIIMitr 4" STORM ® 2.3% CB 5 / / \� \\\111-1' r, ® 2% ,•.1/, "4:thititiew\bi ' 1, \ or ® CB 3 �ti �S G ,S y ti �// rn ' \ �� /��' IE(4 ) SQ -241.2 \ MANIFOLD IE=230.30 (48 ) ' (3) 115 LF 48" DIAMETER / 'co `� r am�; , �� IE(6") SAN=241.1 ! DETENTION PIPE ® 03% (4448 CFATER eaIE(4' ) SAN a �� , i �� ®S S © STORAGE), SEE 2/C2.3 / 4" STOR M T ` IE(4") SAN STUB= 9 a �� ` � RIM=236.40 / / /co ' / `+ 241.60 s ✓� �� ® 2% MIN. tSTUB= \ \' 1 �� IE(6ti) STOR jy ii) IE IN (8")=231.54l 7 / / 242.10 \ ,� 6 SANITARY h �� R S OR TIGARD, LL ' 237. 2 ST ., �� IE (48" MANIFOLD)=229.95/ ,\, ® 2% MIN. �. (J2MB, ILC) f q ` � . 6" STORM ® 1% IE OUT (12")=229.95 PR / a �yD OFFSIE(4") STORM= `-�` ' 04C. N0. 97 58638 �/ IE(6") AN S/ \ 236.30 ' •T S �. 5 G I N F oy / 244.40 • � :;%\ \. \ co \ \ \ is I 1/ P rr / co / 4" STORM \ "' • „ ,t \' © yel ST SS / `� IE(6")= 233.73 65469PE co I / ® 1.5% \\ IE(4 ) SAN I \1 _ • _ tfrinatS �� _ IE ." STORM= 235.0\ CB 6 ORE 0AP '`�3 / 'e STUB,'= 4 9 \ \ - 5, 241 30 s'' Y 6" STORM ® IE SAN= IE(: ' STORAQ= 234.96 S' SS ss, ! / / / 1 ® (" ) , ''s 6� SANITARS( ® 2% MIN. ,./o, �N 4� Q Ay N. 1.5% a 2 ra.66 C� 4 8 STORM ® 1% %.,,s7, S cry ‘/F L 1.10-\' / \ != IE(4") SAN /� ', 1 : g% .ANIT14}2Y \ S / \ 'lie, ; ��,1 ® I� CONNECT TO \\-, . STUB= /,�1 _ IE(4") SAI‘) i,1 EXISTING SANITARY Expires 06/3012017 / H2O TRAFFIC RATED , , 240.70 /l / s� \ IE(: ') STORM=23°.12STUB= IE(4 ) STOR -38 ST S + %li ., STUB / // / / ACCESS COVERO %_ ti �[- ;. �� lilt IE 4' ) STORM=239. 4 238.10 �1 235.86 \ (� �J' IE=227.21 (VERIFY) / / co / AC PAVING S IE(4„) SAAR � IE(6 SAN=23 .50 OV" (6") SAN=\ ST �ti r `I(r�i� ' ` (C) COPYRIGHT2015STlB= \ ? IE 4" TORM=239.16 • �� \ I CONNECT TO SUMMITENGINEERINGLLC / 3MANIFOLD OUTLINE ( ® ® 92239.70 �d-/ ,_ I =. _. -� " STORM \® 2% NisQ 1 CONTROL MH PER EXISTING STORM THESEDRAWNGSARETHE/ I lti ''%\\\•,\,„44:: _ s . ' = = ' - ` ` = = t••� : . . ! ' . �- �L�j I 4/C8.1 STUB PROPERTY OF SUMMIT ENGINEERING 3 1�1.Iwo 1 I�1 1,1,1,1 1 I 1 I�Iy�_., _�I LIwIw�i1 1/ I �ylwlwl�l I Iiv �a•1r a .� : ..�r ° I�� O - - } LLC AND ARE NOT TO BE USED OR jj/J ! "-•T--•`-••• •• •• •• • ' r• • • • • • -••�• 't' \``'� t � •`�'� -53, 5S ;, ��= S - N RIM-236.20 IE-229.7 (VERIFY) REPRODUCED IN ANY MANNER, / CO / �s a--s s" •" ij•r�ss� �s�r�s�r��ilY .. - y 'Y.Iw1wIw1'1 I I Ii1w1y1t1 1.1.1'• r ,i-/I �i w ♦ . ` `o:. ` ., .. t .. R 0 1 I,^►11 J._ �..�� `T� 1�� - / ' • • t • • + :• g v ti ti • �, w w w + U .I, -- ; IE IN(12")-229.81 WITHOUT PRIOR WRITTEN • 1 1 1 I�w_w�i0 ! w: y it wly i, w O:`!: w: 4,1-1 1 1 1•� '. 7d. . • rl /cc, ;� - i , I`� CO 4 4 ♦iir Q • �. • ,., r:. • • - --1441074 -�. • • ; \ �•i D -7�� ':- g • \, C r� I1 4' , �,O,I IE OUT(12")=229.$1 AUTHORIZATION. .. ,IwI WWI"1 1^Iw1 1 • I• ( .�:- .'S - • . �� j>,11 / - n / . .r WOO r •v .r .:.� S I - I 4,.. .®lily lI±` I...n 1z 5 � 12 STORM ® 1%/ ;! ( !;1! ! 1 ; ! �•'1. 5 •��9lir • IE(4") SAN +r s / / //// r 1-� • r� .� 1�1w1 1�� ' ® © I IE(6") SAN=232.60 REVISION SCHEDULE:• L. • L L • • L'•` • , ' STUB C ` ` .�°l l1 • 1 IwIw1• 1'1 1,1, 1✓ \�� :� Qt. ! I I'` I ---'/ 'r �' b 238.10 m°J - IE(4') SAN; I. i ' IE(8") STORM=229.91REVISION DELTA SSUE DATE 1 't '_ �:4,-,1:1,,,,,,1_ 1_'0,--Ne.,,,1.__ r_ _i '. r�' . �IE ') SAN _!'t 3' 6 S N STUB= IE(4") SAN do��`i,` `"�'�` div `vJy� �• v'" • '�7�`i�i. ��w . O \ �.. NoSI = �1 '; ® 2'( MIN/ / Illi / / / - n ��K. ` IE(6 ) STQRM=233.48 / ® r ® IE(4 ) I 1236.00 - STUB=/ 2 9i 0 ". ` " 234.50 6� STORMSUBGRADE COMPACTED PIPE BEDDING PER PIPE '., I © _ l3 STORM- 4 STORM Co® �e co / PER GEOTECHNICAL MANUFACTURER ? © I (4')= t) j 240.04 j a I i 2% a ®,A% 3 RECOMMENDATIONS RECOMMENDATIONS, k 2 0 1; / \ COMPACTED TO 95% MAX. \ ��, 'ST g N • I I I a 5), ,� �) IE(6' SAM=232.75 / 3 DRY DENSITY IN 6" LIFTS k 9' 'i 1/4 " J ' „ , Q L 6 b �} i / IE(4")= '`��I e A.5 - . ' Ingle* / as aIL �US • MOH IE(8") STORM=231.59 241.83 ' - - J _ -' - eT - - '. - " � - cT - - IE(8") STORM=233.76 / / co / N4" STORM C� / .54 ` t 7°' - 1 IE(6") SAN=232.68 / / 2 DETENTION PIPE SECTION ` / C2.3 HOR. SCALE N.T.S. 4" STORM ® © 1.5% MIN. IE(4")= IE(4")= MO E2 IE(6")= SHEET TITLE: 1.5% MIN. a IE(4")=CONTRACTOR40.50T0 MAINTAIN MIN. 236.80 235.20 ( 234.00 I UTILITY PLAN UTILITY NOTES ® 1' OF COVER OVER STORM LINE 4" STORM ® 1.5% MIN. 4., IE(6") SAN= 232.95 ALONG PROPERTY LINE, AND TO CONTRACTOR TO MAINTAIN MIN. 1' OF , ENSURE THE STORM LINE IS COVER OVER STORM LINE ALONG ll�/ 1. RETAINING WALL DRAINAGE PER GEOTECH. RECOMMENDATIONS. 9. 4" FIRE SPRINKLER LINE 17. APPROXIMATE LOCATION OF DOWNSPOUT, COORDINATE OUT OF THE ZONE OF PROPERTY LINE, AND TO ENSURE THE MINIMUM 4" PERF. PIPE IN FILTER SOCK PER DETAIL 2/C8.110. 4" DOMESTIC WATER LINE WITH ARCHITECTURAL PLANS, CONNECT DOWNSPOUT TO INFLUENCE OBUILDINGE OF 6,THE SEE FOOTINGS TO RM UNE IS TOUTHE FOOTINGSOFHEZONE OF F CONNECT TO STORM LINE W/ APPROVED BACKFLOW STORM LINE W/ 4" STUB PREVENTION PER 3/C8.1 11. 3" DOMESTIC WATER LINE BUILDING 6, SEE 8/C8.2 18. FIRE SPRINKLER AND DOMESTIC WATER LINES TO RISER / / 2. FOOTING DRAIN TYP. ALL CONT. FTGS. 4" PERF. PIPE IN 12. 2" DOMESTIC WATER LINE ROOMS, COORDINATE WITH ARCHITECTURAL PLANS FILTER SOCK PER DETAIL 1/C8.1 CONNECT TO STORM LINE DRAWN BY: JMH 19. CONTRACTOR TO MAINTAIN MIN. 1' OF COVER OVER �.� � UTILITY PLAN W/ APPROVED BACKFLOW PREVENTION 13. CONTECH STORMFILTER MH W/ (5) LOW DROP APPROVED BY: JLH SANITARY LINE AND TO ENSURE THE SANITARY LINE IS HOR. SCALE 1" = 20' / / CARTRIDGES W/ PHOSPHOSORB MEDIA, SEE 7/C8.2 OUT OF THE ZONE OF INFLUENCE OF THE FOOTINGS OF C2.3 .m '� 3. 6 FIRE HYDRANT LINE RIM=236.38 (INSTALL LID FLUSH W/ PAVING)IE / 4. FIRE HYDRANT ASSEMBLY W/ 6" GATE VALVE IN(8"N)=233.52 BUILDINGS 1, SIMILAR TO 8/C8.2 10 O 10 20 SHEET: (IN FEET) IE IN(8"W)=233.69 5. BACKFLOW PREVENTION IN VALVE BOX PER 3/C8.1 IE IN(8"S)=233.44 (TRAFFIC RATED LID WHEN PLACED IN PAVED AREA) IE OUT(8"NW)=231.64 C2.3 6. 3" WATER METER IN VAULT PER PUBLIC IMPROVEMENT PLAN 14. 2" IRRIGATION BACKFLOW PREVENTION IN VALVE BOX 7. 4" DOUBLE CHECK VALVE ASSEMBLY FOR DOMESTIC WATER 15. IRRIGATION POINT OF CONNECTION / / UNE IN UTILITY VAULT 660-WA JOB NO.: 8. 4" DOUBLE CHECK VALVE ASSEMBLY FOR FIRE SPRINKLER LINE 16. ROCK DRAINAGE TRENCH PER C2.2A IN UTILITY VAULT 660-WA PERMIT SUBMITTAL - OCTOBER 2015 15-086 C:\Users\User\Google Drlve\Jobe\2015\15-086 Greenburg Road\DV/Ga\086-C2-3.dwg 7/25/2015 4:07:21 PM U a 14 Y • 4 WALL NOTES STANDARD MANHOLE FRAME AND COVER 471: r Z1r,' 12-18" 1. WALL BATTER 2 MAX. 6" MIN. TO TOPINSTALL FLUSH fRIM=236.20± +' .1 5 4 OF CONCRETE PER MANUFACTURER 1 WITH FINISHED GRADE ' " " (�\'•� --.. I` Gx RECOMMENDATIONS a m GRADE RING AS REQUIRED ,�`i VALVE BOX ACCESS LID 8" I 12" MIN. IN �~ Z° • " 2% ° 4 2. STYLE OF MODULAR r • BLOCK TO BE REVIEWED o 12" OVER FLOW : 144 • / / / '/ �T�/ v /� BY OWNER PRIOR TO ELEV.=234.00 /X/- / // c--7 ��/ FOUNDATION INSTALL MIN. r..r / j �jjjjjjj\ ° ORDERING MATERIALS WALL60" FLAT TOP MH ..� (2) 1/2" DIA. /� �� \ 12" OVERLAP 3. 36 MAX. WALL HEIGHT, AIR-TIGHT STAINLESS STEEL SI LIFT HANDLE FOR SHEAR GATE, �'+ �� /� �� TYP. IF EXCEEDED CONTRACTOR '�� GASKETED BOLTS SEE DETAIL 5/C8.2 g UD \� �� / / SHALL PROVIDE CALCULATIONS ,I :O SCREW ON , iqZ /j�� j�j�� \��\-/ // FOR WALL DESIGN BY tine/ ACCESS LID IE=233.20 r'Lo.� STORM DETENTION _ MANUFACTURER FOR CITY Merl �'Y�� 1 ORIFICE DIA.=1.00" /! e I APPROVAL. =��-� e L , 0 0 0 0 0 0 %. �%. �' IE=232.20 /_ / GEOGRID �' �' SLOPE ;.- �.�.�.�.•� �;'`�� FLOW , STORM DETENTION client REINFORCEMENT /. /. PER PLAN IP 1 GEOTEXTILE ORIFICE DIA.=2.25' • 0 O�CJ� � AS REQUIRED ro row r z z 1 Evergreen Builders, LLC FILTER FABRIC o 0 0 0 0 0 /.p /.it. 9 l .�.� N BY MANUFACTURER /Y 'Y �' I I 1 ( 1 � c/o Joe Westerman /. ° BACKFILL != / ik �� 7420 SW Hunziker Road, O�O V O OHO ° �� /�' 4,. Suite D DRAIN ROCK, o 0 0 0 0 o PER GEOTECHNICAL /.�'/, IE OUT= ��:•� 4 RECOMMENDATIONS Ir r �i�i�i�i=�' Tigard, Oregon 97223 NO FINES '11941110\- - .-� ° :. FOOTING OR WALL 229.81(12") '.-txme ` IE IN=229.81(12") a . it/.' DRAINAGE STORM PIPE ! • • _�a ° e CV • •CD( O�O V 3 MAX. �� .�. , COMPACTED TRENCH 0 0 0 a .a' ►- PER PLAN *Sr /1 -iewers rawer BACKFLOW DEVICE FOR t \/\\/� GRAVITY FLOW APPLICATIONS �S,tcit fts,.A J //\/\\/\\/%\\ ,, BEDDING PER DETAIL 4" PERFORATED PIPE IN FABRIC =•=�o=�=� 4" PERF. PIPE, ,0�. kat. tot '� .AtI ,,,,V� ;at .'� \\/i;/i�/i�/i\ 9/C8.2 SOCK, IE FLUSH WITH BOTTOM OF FOOTING. PIPE MATERIAL TO MEET BUILDING . CONNECT TO STORM / / CODE REQUIREMENTS OF PIPE WITHIN 5' OF BUILDING. ��ze a NOTES: VALVE IF VALVE BOX IS SHOWN ON THE PLAN IN CONCRETE OR ASPHALT, IE=2.20" SUMP EL=227.31 SYSTEM PER PLAN BOX SHALL BE H-20 TRAFFIC RATED. STORM DETENTION / / 2. INSTALL VALVE BOX PER MANUFACTURER RECOMMENDATIONS. 6" COMPACTED 3/4"-0 TO NOTE: FIGURE SHOULD BE USED IN CONJUNCTION WITH THE GRANULAR BASE ROCK COMPACTED 3. INSTALL BACKFLOW DEVICE PER MANUFACTURER RECOMMENDATIONS. ORIFICE DIA.=229.31 92% MODIFIED PROCTOR Project RECOMMENDATIONS OF THE GEOTECHNICAL REPORT. TO GEOTECHNICAL RECOMMENDATIONS Greenburg Road 1 FOOTING DRAIN 2 � RETAINGING WALL DRAINAGE BACKFLOW PREVENTION CONTROL MANHOLE Apartments / • 1 / 9550 SW Greenburg Road C8./ N.T.S. C8. , N.T.S. (3- $ N.T.S. ( 4) 8N.T.S. Tigard, OR 97202 / / 1.5 GEOGRID DETECTABLE WARNING HATCH / / REINFORCEMENT SEE DETAIL 5/C8.2 Designer t� AS REQUIRED TRUNCATED DOMES SEE DETAIL 5/C8.2 11125 N.E. Weidler St. BY MANUFACTURER Builders Design, inc. 2 MAX. �� BACKFILL S*3 !:1: i ' Portland, OR 97220 PER GEOTECHNICAL ��RECOMMENDATIONSi•�•a''o��♦j��ii♦ �:� � -�� -41111111•1110 r As,..... 0_ w STEM WALL of 0_ et �,. Q Lai ....0,.../.� VARIES o z 1 - - 1- 1 J 2-4" ROUND RIVER 0 2-4" ROUND RIVER 2' See p/AN ', 6' " �`` •. �ar:e, O D_ F- 0 >- %�'�14 TRENCH BACKFILL F- 0 COBBLE z COBBLE Z z O 24" RAMP TO BE FLUSH I Dc �% .4� :c 4 PER 9/C8.2 z o c� w ItivI !��! / v 36" Li_ WITH PAVEMENT I o � � ;fig; 1 STEM WALL LL - 0 ix TI �� !,j o tO SQUARE WING CURB RAMP SLOPE PER o- Weal 2-4" ROUND RIVER ° SLOPE PER X5'00., COBBLE r GRADING PLAN GRADING PLAN c c . 18-24" 18" DETECTABLE WARNING HATCH •' /4O�r'1 18-24" r� 220 TRUNCATED DOMES ,1'110 ,, 2% ' \j/\\j/\// / ° 1 SEE DETAIL 5/C8.2 SEE DETAIL 5/C8.2 ri ! !„ • ,I (di -4 \ \ \ y\ \/ I /ate, /ate •� �� 14 ♦��♦ �I a1 /ate \A Si �00 •Mini. - _ - _ I ♦ ♦ ♦��r♦ 4., PERF. PIPE, ` ,. �. ° \ �/� ° -ati .e:al e• a .� :/a a a a/ 0��4 ��!•�� / / �• A �• i �• /a /0 4 \\//\\//\\//�\//\\//\\//\\ as /4 =� \//\//\//�//// '�1�'�' � ` ►��j�� / / CONNECT TO STOR I� •' •� •� .��/ \ \ /\� /\/\/\/\/ ' ♦��` ♦�♦ ►��Ni..�.�♦ • • • , ,. , _ 4 \/ \\\\ \\ \\ \\\ ,.VA. ° 4" SIDEWALK \i\\i\\i\\i\\i\\i ► aI a� aI ♦��♦ ♦♦ ♦��♦ SYSTEM PER PLAN \\/ i %\\j j mime-ref ° \ ��\\\�/\�//\\�/�\�/�\\�/��\'rA /ai. Ian a PER 11 C8.1 ♦ ��` ��♦ ♦��♦ ��/ I / �� Z .'i�iiiiiO.iiiiiiiii.��i�i�i�i�i�i�i�i Z 0 P R OF COMPACTED GRANULAR � //\�/\/��/ •..�.. !!,�:./ a a ° ° \� e ° a \��\��\�/�\�/j\�a `° ♦��}��.��♦ �E FS \ \ \ \ \C�ir♦i��itack, - \ .� I• / / / /\ / •i /at O ♦ ��=0 0 0 0-0 0 0 0 0 0 �� '` J/ BASE ROCK TO / /// / //�j'�.I��'�� . a /\/\//\/\//�//\//j�/j�/\ A.. Ira /�\/��/�\ \ ,�� ,��, ♦•��♦ o°c°° o �� 5 cD �NG I NFF O \ \/ /\ , i� / / / ♦��♦ o00 00000 GEOTECHNICAL 2v:/\�\/�\\/\4101040141M.� / 1 ° \,./ \/�\/\ \/\/\'\\/\ \//\\/\\\/\\/\ \<\\/\/\\/\\/ 1�� 0°°0°°00 °a°0000°°o°°o �� ce 65469PE 9l RECOMMENDATIONS / / • ;.. e.,,err �//// / // / •/ / , / / // ♦��♦ ° ° o ° o o ° ° o ° ��♦ %/\/\\/\ PriP ste /j FOOTING DRAIN \.\!� K\. .\\.\/ A/ „R� / / . / ♦��♦ „0„0„0„0„°„ ♦�� • / 4,. PERF. PIPE / / /.,�� ,��'// / / 1 - FOR GRAVEL SECTION ',Elkin / PER 1/C8.1 4 PERF. PIPE FOOTING DRAIN 4" PERF. PIPE / OREGON 6' 5' MIN. 6' ��,�� GEOTEXTILE FOR GRAVEL SECTION PER DRAIN) STORM LINE PER j 1/C8.1 FOR GRAVELDSECTION CURB ✓(7 �� t FILTER FABRIC FACE ✓ NF 11, ti� \.- (FRENCH CONNECT TO STORM PLAN, CONTRACTOR TO (FRENCH DRAIN) (FRENCH DRAIN) SLOPE 1:12 SLOPE 1: 12 G�7 �� 1 CONNECT TO STORM GEOTEXTILE CONNECT TO STORM GEOTEXTILE F L H O SYSTEM PER PLAN ABOVEENSUEE STORMNE PIPENISOF INFLUENCEFG ZONE SYSTEM PER PLAN FILTER FABRIC SYSTEM PER PLAN FILTER FABRIC STANDARD WING CURB RAMP ZONE OF INFLUENCE OF Expires 0613012017 © FRENCH DRAIN SECTION W/ WALL C6 FRENCH DRAIN SECTION AT BUILDING 7 FRENCH DRAIN SECTION AT SIDEWALK ADA ACCESSIBLE RAMP / / C8. 1 N.T.S. c8. 1 N.T.S. C8.y N.T.S. (8) 8N.T.S. (C) COPYRIGHT 2015 SUMMIT ENGINEERING LLC y" s„ AS NOTED ON PLANS PIPE BOLLARD THESE DRAWINGS ARE THE li 1'; ' PROPERTY OF SUMMIT ENGINEERING -<� BROOM FINISH SEE NOTE No. i L- PAVED AREAS: INSTALL FLUSH MATH FINISHED GRADE LLC AND ARE NOT TO BE USED OR 1" MIN. 13 0 f 1 4 " RADIUS UNPAVED AREAS; PROVIDE 24"X24")(6" SQUARE REPRODUCED IN ANY MANNER, 2% CROSS SLOPE ' FIRE HYDRANT CONCRETE PAD, WITH (1) /4 REBAR EACH WAY, t CLEAR WITHOUT PRIOR WRITTEN EACH SIDE TYPICAL BOLLARD r-o COMPACTED TO AUTHORIZATION. , ,•, rrn BOTTOM AND SIDES, OVER 4" OF CQ'• �� SEE PLANS FOR NUMBER CONCRETE CAP 90% STANDARD PROCTOR. VALVE BOX SHALL BE 18" 7 , \ \ \ a . . _ A. ° n < P a' r ( AND LOCATION) I I \ f CENTERED IN PAD. / / MIN. 2 \\/\\// 1t,E•210EI nez4ene ez // / CI a 0 TYPICAL VALVE BOX / / /\/\/ �• \ INSTALLATION DFTAII REVISION SCHEDULE: SPARKING "URFACE 8• \//\///\//\,, , \, , \//\//\//\/\\ \, Ny \//\//\//// DETAIL TYPICAL OOVERHEAD LLARD AVIEW NT O • C,J 0 GENERAL NOTES: REVISION DELTA ISSUE DATE II • 7" 2" MIN. DEPTH OF 4" CONCRETE MIN. 3000 PSI, O 1. NO OBSTRUCTIONS WILL BE PERMITTED WITHIN 5 FT. IN ALL DIRECTIONS OF ARE HYDRANT (PER 0 AGGREGATETVF&R REQUIREMENTS). FIRE HYDRANT SHALL NOT BE PLACED IN WHEEL CHAIR RAMP OR # _------- - MAX. 33" SLUMP. CONTROL 1,5' MIN. ° © K TO DRIVEWAY. 6 REBAR, 18" LONG. JOINTS AT 6' OC AND SEE NOTE No. 2 a 2. VALVE MAY BE CONNECTED TO TEE AT MAIN LINE. USE FULLY RESTRAINED, FLANGED 2 PER WHEEL STOP 10 SUBGRADE AND AGGREGATE �• I I MECHANICAL JOINT ENDS. WHERE SPOOL IS REQUIRED BETWEEN TEE AND VALVE, USE FULLY (2) AO" EXPANSION COMPACTED TO 95" OF MAXIMUM EXPANSION JOINTS AT 20' r F .,,.'..... ;., .T _ •_.,,. :-. RESTRAINED, FLANGED MECHANICAL ENDS WITH 34" DIAMETER TIE RODS. DRY DENSITY (3" MIN.) OC OR AS SHOWN ON PLANS PAVEMENT . i .'' . ^ y • , 3. COMPLY WITH REQUIREMENTS OF AWWA C-502, DRY BARREL FIRE HYDRANTS AND AWWA C-550, • PROTECTIVE 9 CONCRETE WHEEL STOP 11 CONCRETE SIDEWALK I" ISUBGRADE _ N a 4. INSTALL PIPE INXTRENCH Y IPER DETAIL 9/C8.2OR COATINGS FOR ALVES AND HYDRANTS. 8. 1 N.T.S. �C8. 1 N'T'$' CONSTRUCTION KEY NOTES: A. SPEC FIRE HYDRANT PER /--- 7 VALVE BOX AND COVER, B. PUMPER NOZZLE 4)¢' TO BE FACING THE TRAVELED WAY, UNLESS OTHERWISE NOTED IN THE PLANS. / / OLYMPIC FOUNDRY 910 OR 3' 6' 4' 6 C. (2) HOSE NOZZLES 2)¢". 6" 1" 6" CONCRETE (#4 ® 18" OC EA WAY) EQUAL, INSTALLED PER I D. )rZ" PREMOLDED EXPANSION JOINT WITH 1" TOP FILLER. SHEET TITLE: 4TOOLED EDGE RADIUS w ABOVE DETAIL E. 3'x3'x6" CONC. SQ. PAD, TO BE CONSTRUCTED AROUND ARE HYDRANT'S CENTER UNE WHEN NOT ON 4" 1"-0 COMPACTED TO 92% MODIFIED PROCTOR 6' SDR 35 PVC LOCATED WITHIN SIDEWALK OR CONC. AREA." RADIUS �� SW GREENBURG \\\\\\\ \\\\\\ PAVING SECTION 18" 18" AC PAVING AN D3034 PIPE RISER F. #10; 6/6 WWF. G. CONTROLLED ELEVATION LINE, LEVEL IN ALL DIRECTIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR // PER GEOTECH. I/6' GATE VALVE ROAD \\\\/\\ /\\/\\/\ _ �i SETTING TOP FLANGE OF THE HYRANT TO CONTROLLED ELEVATION. /\// ///\//\// viila - Itieni__--!_---,- --. MAIN UNE 90 /_ _� UNDISTURBED H. HOLE MUST UST BLOCK, APPROX.BE UNOBSTRUCTED. 2 x2'x3' TO BE POURED AGAINST UNDISTURBED EARTH, F.H. WEEP APARTMENTS \/\\/\\ ° NOTE: cp 4I. MINIMUM 2 LAYERS OF 6 MIL POLYETHYLENE PLASTIC SHEETING AROUND VALVE, SECURED TO / // ° • CONCRETE SHALL , wilb• �� a• a- { ` - E TM PLASTIC PIPE RISER WITH POLYETHYLENE TAPE. o BE 3000 PSI AT/ � 28 DAYS 6 SACK � SPECIAL CONDITIONS THE ENGINEER MAY ALLOW VARIATIONS TO THIS CONSTRUCTION.I `��i!!�� > •4/i ��- ��i \I� `' - _ r K. SLOPE PAD AND BOLLARD CONCRETE SURFACE AT 2% DETAIL SHEET / 4 ' o se MIX, 13 TO 3" \ \ \ \ \ \ \ \ \' MIN. OF 4L. 4" OUTSIDE DIAMETER STEEL PIPE (PAINTED SAFETY YELLOW, 2 COATS) FILLED SOLID WITH / . p ni.oa.oa' SLUMP ‘%\/ / // // // // // // // //�� ROCK BASE COURSE 3 4' TIE RODS DRAINGRAVELT fir LESS CONCRETE. / / TYPICAL EA SIDE / / / / / / /\� M. 3000 P.S.I. CONCRETE -// / / �� \\ \\ \\ \\ \\ \\ \\ \\/� SUBGRADE PREPARED PER PER NOTE 2 :. I I DRAWN BY: JMH CAST IN PLACE \ \\��`\ \\\�� a� \ \ OF CROSSWALK \/\/\/\/\/\/\/\/\/ CONCRETE THAN 3 C.F. - 36"7 g /// / // // // /// `\'`\'`\'`\'`\'`�'� A GEOTECHNICAL SPECIFICATIONS THRUST BLOCK CONCRETE CURB / /`\/\/\ APPROVED BY: JLH 11 () CONCRETE VERTICAL CURB C12 CONCRETE CROSSWALK 13 FIRE HYDRANT ASSEMBLY W/ GATE VALVE / SHEET: /c.8yN.T.S. 8.y N.T.S. C8. 1 N.T.S. C8.1 JOB NO.: PERMIT SUBMITTAL - OCTOBER 2015 15-086 C:\Users\User\Google Drive\Jobs\2015\15-066 Greenburg Road\DWGs\086-C8-1.dwg 10/9/2015 3:46:10 5' MINIMUM NO OBSTRUCTIONS 60'' U )V/,(\/OVOVOVOVOV " DEEP GROOVE �. 411 41 'V i sit 12 NO LIP, STANDARD 0�/0 O 0 0 O /� SPACED 1 APART �•1 p 1 CURB, SEE DETAIL U _ 6" 7" niffipi, • r. ._.•____ ) 000000c 4 C3/4:41. Sep Y .{ .x .. ->ra __ T._ 0000000 • B ��.� <qNs /:�/%�%�\z\,,\x\A\, \i /\\ii�� \\.\i�/i�//\\iii/\ �� : rrire Pp )PAkc),(kPX)44),(4 000000 ") +Y 1 �, f u it ♦• . 2" MIN. DEPTH OF \in//\ \ V/ ///////\\/j\/\ ,/ii n : ♦� �� ♦ _0 AGGREGATE /�//i�/i/" , ( ) C , ! ) C ) C ) ( ) 3.5 \ •, ♦�� ♦� �i� 4" CONCRETE MIN. 3000 PSI, 7 � ; • I . �" o , .�� IG SUBGRADE AND AGGREGATE MAX. 3}" SLUMP. CONTROL CONCRETE STAMP TEXTURE I 1 O O :�� j (r COMPACTED TO 95" OF MAXIMUM JOINTS AT 6' OC AND s �i M 3 WIDE PAINT O O O o�.O O �� " B f DRY DENSITY (3" MIN.) EXPANSION JOINTS AT 20' STRIPE TYPICAL ei 'all /%/111111. O • O O O O � � �� OC OR AS SHOWN ON PLANS �..I 0000v - . 000 .`♦� 0.45" b N A o ' o°000°� SECTION A-A I\ o.z" ; 1,,t .7"-- ?>t, N 86' - IG SEE STANDARD DETECTABLE WARNING , w I` CURB DETAIL AS NOTED ON PLANS SEE SIDEWALK DETAIL TRUNCATED' ° 9" I 0 0 0 = = '„ YV 'V O O O O O RAMP TEXTURE - PER 2/C8.2 DOME DETAIL o O a a O DETAIL = �/'4 0 00000 RAMP WIDTH VARIES N = //, \ \ \/ 0.9" Client/ . _ , . .- ._ . ._\.• ._ .. . \ . / /._ ./.: ! //�/\/\/�i \/\?We. +P CURB Jr' \\\/\\ /\i .Aji\/ \\i \/\/\\/\/ /NA/NA`/ t\-/ ;/\ / / \ Evergreen Builders, LLC CURB RAMP 2" MIN. DEPTH OF SEE STANDARD PLACE TRUNCATED DOME DETECTABLE WARNING TEXTURE IN THE LOWER 24" OF THE THROAT c/o Joe Westerman CURB DETAIL OF THE RAMP ONLY. ARRANGE DOMES USING IN-LINE PATTERN ONLY AS SHOWN IN DETAIL. 4 10" _ 7420 SW Hunziker Road, -0 AGGREGATE COLOR OF TEXTURE TO BE SAFETY YELLOW. FOR CONSTRUCTION OF SIDEWALK RAMPS OUTSIDE Suite D SUBGRADE AND AGGREGATE OF THE PUBLIC RIGHT-OF-WAY, CHECK WITH CURRENT STATE BUILDING CODES. Tigard, Oregon 97223 COMPACTED TO 95" OF MAXIMUM SECTION B-B DRY DENSITY (3" MIN.) TRUNCATED DOME TEXTURE 1 ADA ACCESSIBLE RAMP ADA DETECTABLE WARNING 1.3 ADA PARKING SYMBOL �+$• N.T.S. (82; N.T.S. 1(•�8.� N.T.S. / 7 12" " DISABLED SIGNE PER / / LIFT HANDLE STATE REQUIREMENTS Project / NOTESSEE DETAIL 4/C8.2STANDARD WING 5 MIN. CURB RAMP PER Greenberg Road ADJUSTABLE LOCK1. THE FRAME AND LADDERORSTEPSARETOBEOFFSET SOTHAT: THE6' TYP. SEE PLANS 6' TYP. Apartments n DETAIL X/C8.1 9550WGreenberg Road HOOK WITH LOCK SHEAR GATE IS VISIBLE FROM THE TOP, THE CLIMB-DOWN SPACE IS CLEAR r Tigard, OR 972020.063" ALUMINUM I�1 SCREW OF RISER AND GATE, AND THE FRAME IS CLEAR OF THE CURB. cnTSIGN PLATE WITH PARKING WITH DMV \ Z • �� • / / DISABLED PERMIT 2. THE SHEAR GATE SHALLBEMADEOF ALUMINUM ALLOY IN aa �� BLUE BACKGROUND ONLY. VIOLATORS I ' �, �`� �� i. � / / 110,4% ACCORDANCE WITH ASTM B 26M AND ASTM B 275, DESIGNATION ZG32A; a N ♦��0� N 1" HIGH WHITE SUBJECT TO TOWING \ 1" DIAM. ROD OR o ° ° °•°•• LETTERS AND AND FINE UNDER TUBING OR CAST IRON IN ACCORDANCE WITH ASTM A 48, CLASS 30B. W 00000000000000°� :signer BORDER, BAKED OREGON REVISED \ N ••••• 0000o0000000ok•+•�� Builders Design, Inc. STATUTES 81t.s15 3. THE LIFT HANDLE SHALL BE MADE OF SIMILAR METAL TO THE GATE (TO ENAMEL (OR-20-66) AND 811.620 11125 N.E. Weidler St. PREVENT GALVANIC CORROSION), IT MAY BE OF SOLID ROD OR HOLLOW TRUNCATED Portland, OR 97220 TUBING WITH ADJUSTABLE HOOK AS REQUIRED. FULL HEIGHT DOMES TACTILE Office: (503) 252-3453 VAN ACCESSIBLE VAN LIFT HANDLE CURB WARNING PER SIGN (WHERE CALLED ACCESSIBLE ATTACHMENT 4. A NEOPRENE RUBBER GASKET IS REQUIRED BETWEEN THE RISER TAPERED CURB, 2/C8.2 OUT OMB)LAMS) 12" MAXIMUM OPENING MOUNTING FLANGE AND THE GATE FLANGE.(OR \ FLUSHONCWITH AC TYP. CONCRETE TO BE 5. INSTALL THE GATE SO THAT THE LEVEL LINE IS LEVEL WHEN THE GATE „ 2" GALVANIZED IS CLOSED. N 4 WHITE 4" WHITE PAINTED STEEL POST a PAINTED STRIPE © 2' OC TYP. '1 6. THE MATING SURFACES OF THE LID AND THE BODY SHALL BE MACHINED __I STRIPE \ a " HOLES ON 10 TO PROPER FIT. LLI Lu PAINTED ADA NOALLTES DISABLED STRIPING \ � '} 7. ALL SHEAR GATE BOLTS SHALL BE STAINLESS STEEL. PARKING AND SIGNAGE SHALL 3000 PSI CONC. o z BOLT CIRCLE SYMBOL PER COMPLY WITH ORS 447.233. � ��a a (D'I14 8. THE SHEAR GATE MAXIMUM OPENINGSHALLBECONTROLLED BY LIMITED3/C8.22. DISABLED SIGN TO BE UNDISTURBED �� `� HINGE MOVEMENT, A STOP TAB, OR SOME OTHER DEVICE. CENTERED IN SPACE FOR EARTH STANDARD ADA SPACES. 9. ALTERNATIVE SHEAR GATE DESIGNS ARE ACCEPTABLE, IF MATERIAL 3. SPACE SHOWN AT 90' / / \ � A ° a LEVEL LINE, SEE SPECIFICATIONS ARE MET AND FLANGE BOLT PATTERN MATCHES. �36 TO CURB7.° . OTHER ANGLE / / � NOTE 5 CONTRACTOR TO SUBMIT SHOP DRAWINGS TO ENGINEER PRIOR TO ORDER MAY USE SAME DIMENSIONS 12" MIN. OR MATERIALS OR CONSTRUCTION. F- 9' TYP, 8' SHOWN, SEE PLAN c PROFFss CLOSEDc, ANG I NEF9 /oy9 r4- ADA PARKING SIGN SHEAR GATE DETAIL 16. ADA ACCESSIBLE PARKING SPACE 65469P N.T.S. N.T.S. �('` N.T.S. I �� -- 8'� C-6 8'� \8'� r/ OREGON STORMFILTER DESIGN NOTES /G��E(11' V0 C.-\' STORMFLTEA TREATME/TCAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND TFE NUMBER OF CARTRIDGES.THE STANDARD MANHOLE STYLE ISSHOVM WITH THE MAXIMUM MIABENOF CAfttRIOGEs(z VOLUME SYSTEM IS ALSOAVAILABLE`MIN MABIFJM 7 CPR RE Expires 06/30/2017 077 MANHOLE STOfWFILTFR PEAKHYDRAl1LIC CAPACf1Y IS IS CF IIF TF£SITE CONDITIONS EXCEED 1S CFS AN UPSTREAM BYPASS STRUCTURE IS P REQUIRED. / / / / CARTRIDGE SFI FCTION A awry CARTRIDGE HEIGHT 27• 181 LOW DROP (C) COPYRIGHT 2015 RECOMMENDEDHYDRAULJC DROP(H) 105' 2a• Is SUMMIT ENGINEERING LLC CARTRICFLDINRATE WRATEOwnthin QM 2gpINR' 1War 2ppMP 19PMT 2�MR 1MIIPMR CARTRIDGE FLOW NATE QM/ 22.5 11.25 15 7s 10 B VARIES LANDSCAPE PAVED THESE DRAWINGS ARE THE iriji*Ii A d AREAS AREAS PROPERTY OF SUMMIT ENGINEERING SON 15E= 4 f -1 o II- INLET L -"k '•■�17e, g* PERNTING SOIL LLC AND ARE NOT TO BE USED 0R w PER LANDSCAPE REPRODUCED IN ANY MANNER, OU7LEI' 18-24" O WITHOUT PRIOR WRITTEN TE • '1 sTEB1CTORE v 1"OARGRIANULAR / / I ti ti aloe AUTHORIZATION. I.D.77MANHOLE SITE SPECFIC Z / / DATA BACKFILL OR NATIVE tri: (5e)D.D. STRUCTURE D 12-18Li_ \ • •-• •-a r-o �L��. / / \\` PAVING PER MATERIAL COMPACTED o tpl its4 • REVISION SCHEDULE: TT>PSLAB ADDE� DRAIN ROCK, .i .ice. -i- -� GEOTECH. REPORT SEE FRAME AND - PEAK FLOW RATE RATE(uF) 0.103 m TO 90% STANDARD r • •et• •C DOVER DEdL �. PEAK Flow M7E(dA) 1.23 STEM WALL REVISION DELTA ISSUE DATE • �• A ..... , RETURNPER/COOFFFAKFLOW{yA) 25-YR NO FINES PROCTOR >•�•�•�. " F t CARTRI0 OF DGE CARTRIDGES RETE 5 L Q +.-.•.=.,�/�� uRrrODCEFLowRarE 10GPM 2% `.I`'ak`r-jl�-r`)J1 PLAN VIEW I ..fMEDIA TYPE(CSF,PERLRE,2Pe,CAC,PHS) PHS BACKFILL. PIPE ZONE. AND PIPE BEDDING MATERIAL: �� ` BACKFILL COMPACTED STAN OFLOWKIUTLET I £ �. . • wLETRren 233.52 MATERIPI. z .�.r<L:��.pM:'��:rear /%\/%\/%\//\\/\/\\\%\/ 12" OVERLAP PLACE AND COMPACT IN LAYERS NOT GREATER P. •�• �� CI�TO 92% MODIFIED OR INLET PIPE 22 233.69 • R" • J ir.:��i.A.P / TYP. .�.�.....�•C TO 95% STANDARD +? ` DunETPr� 31,84 q• • I OnetitettNer!ic, / / THAN 6 INCHES THICK AND IN A MANNER THAT ��► PROCTOR. MATERIAL "�"' "_` ' RIM ELEVATION 1236.38 � ��'%�� %� \ \ \ \ \ \ \/ / EQUALIZES PRESSURE ON THE STRUCTURE AND ,+.�eaPaat r �*0* AS RECOMMENDED ' - ANTIFLOTATONBAUAST WIDTH HEIC•4T LLI I �'t!Wen // // / / /. . .-. 16-24' �� Wen \ \ \/\/\/ / /- / MINIMIZES STRESS. PLACE SPECIFIED PIPE ZONE BY GEOTECH. REPORT a M�t..�..�/t:�� \ \\\\ \\ \\ \ •�•�•w•�•�•C OR 1"-O GRANULAR �. I•I 'Ii '�. / / / / / / / BACKFILL CAREFULLY AROUND THE PIPE. DO NOT .��.��.�.�.� BACKFILL PE REQUIREMENTS: o Atkii 11:l / / /. / /< ° Imo. 4 FINISHED GRApe FRAME AND COVER INSTALL RIM FLUSH W/ PAVING ,•.'��,it� ��;g �� _•, ti„ ;ea ,, �'� , h� ° ALLOW SHARP, HEAVY PIECES OF MATERIAL TO I I 1� • < (DIAMETER VARIES) a �'� �{�!�t•�i,�e!5�e e e • - • • DROP DIRECTLY ONTO OR CONTACT THE PIPE. .111. - ... -IMO--, / 7 GRADE N.T.S. •PER ENGINEER Cr RECORD 1/4e5"4 AI C.•'t• •' • • • - _ n / / RING/RISEa.RS INLET 3 233.44 6" 1y%�i v�iil i �.~�.~� ~� 411 di op all ail or 41111 2 HORIZONTALLY ANDA VERTICALLY. BOTH SHEET TITLE: dr me mommillamin ;44-_, o. �i. i..�.�i . AS REQUIRED UNDER THE HAUNCHES OF PIPE AND z SW GREENBURG I=1 O91ERAI.I2DTEs Ws&-re-ost� s%?7"�� •e �� •lip�� IN AREAS NOT ACCESSIBLE TO MECHANICAL o & & N0. • -0:i FLOATABJ9 i. CONiECHTOPROYDEALLMATEAULSUNt^"'NOiffionerarsE '�•��-51e •• � /. fratatanto ° - TAMPERS OR TO TESTING, COMPACT WITH HAND • . "-0 GRANULAR ROAD F-1 CARTRIDGE I E BAFFLEF°oas"FILTEFCIFTT DUALITY STRUCTURE UCTUR EvvauLiBEINMSSONs D cMs VAR:TA DIFFOR ATIONCONAIEEINTHIS noNs W!��•airilw �„�� y "d a METHODS TO ENSURE INTIMATE CONTACT BETWEEN w • BACKFILL COMPACTED ACTUAL LLC REPRESENTATNE NWW.L.a, EB.4X11 • .• 0.• •• I \ u :. - APARTMENTS M.s7oRMFL +ewATEReuAurcSTWJCTULEsww.BEw ArcEwmLALLDESON DATAAnD INFORAUTION CONTAINED IN THIS L'�•,t''�"L'�. 'L'�' �•�•�•�•� _ - a THE BACKFILL MATERIAL AND THE PIPE OR 0. I TO 95% STANDARD DRAW Na /S:1 Sri�� SE • • • ° PROCTOR NSIf1E HEOHT • STRUCTURE SHALL NEET•AAgffO H31G LOAD RAIING,ABSUMWO EARTH COVER OF OLP AND GROUNDWATER ELEVATION AT,OR BELOW,THE I•��,i �.�1 +•=�• �•�• - - ° ° STRUCTURE. PROVIDE THOROUGH COMPACTION. L = I • VTYPICN. OJII.ET PB'E INVERT ELEVATION. EN((NEER OF RECORD TO CONFMNACIUALL720UTAWATL-R ELEVATION.CASTNGSSFWIMEETAASt1T0 I '�' �'�' �o � e' OW PATH CONTEC \ \ \ \ \ °0 6 DETAIL SHEET e. R�oAR�TRpeEsaULn THE MEDIA-FILLED,vAssvE slwaNACTUATm,RADuuFLow,ANDsasaEwlNc RAaALI�wpEmHSLwL TRENCH BACKFILL ��iYw%� % /\ - FOOTING DRAIN SPREAD THE FIRST LIFT OF MATERIAL SO THAT THE ' / " UE;°NRO° = PER I9 C8.2 �.li I• \ \ \ \ \ - 'FRET �: ® � BE7aNO1ES. FILTERMEDIACONTACTTIMESHALLBEATLEAST3MSECONDS. / �• ��Adis. \ \\ \\ \\ \\ PER 1/C8.1 PIPE IS UNIFORMLY SUPPORTED ALONG THE BARREL. TO OUTLET INV _ 7. BPECFTC FLOW RATE R7 EQUAL TO THE FILTER TREATMENT CAPACITY(ppm)OMOEp BY THE FILTER CONTACT SURFACE AREA OM R} "' \ \ GEOTEXTILE EXCAV TE B HOL AT JO NT TOP 6" MI PIPE Do 6" MIN. /// /\// X A ELL ES EACH I ERMIT N 3" MIN. / / I� I = )t+BTALLaraNNmEs STORM LINE PER I - - fill a ,� - 1. JNVATI°NNE,RbCKFILLf7EPpi,NipORAiTIFLOTATONPROVISIONSARESITESPECFICDESIGNCONSDERATONSNCSHML� /1 FILTER FABRIC PROPER ASSEMBLY AND INSPECTION OF THE ENTIRE PIPE DRAWN BY: JMH aeon SPECFEDBYENOINEEROFRECORp. PLAN, CONTRACTOR TO JOINT BEDDING '- " - a L CONTRACTortTO PROVDE EIXNIPMENTWfrN suFFTCExrLt1LNG AND REV2LcwAcrtrro LIFT AND SETTEE STORMFILTER srRucruRE ENSURE STORM PIPE IS 1 FOOTING ZONE (IJFTNO CLUTCHES PITOY1p®} APPROVED BY: JLH FLOW KIT - L C°NTRACTOITO INSTALL JOINT SEILLANTBETwEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE ABOVE ZONE OF INFLUENCE OF INFLUENCE OUTLET awe - - N.CONTRACTORTO PROVIDE,NSTALL.A D GROUT NLET PWE(S). H L °°N, L, PRp"SAN°I�AL`°"IEGTRETR�EI'STUB.aTpRMFl`�REGDIP�°"""'A°DA°fATER �E /8 STORM LINE SECTION DETAIL �9 UTILITY TRENCH W/ BACKFILL / SHEET: / OUTLET STU�ANOSANDCOLLAR EOUTLET PF£E LARGERmow 8 INCFEstaimACRlilTO REMOVETHE BNCH IXITLET 8IUS AT MODE° SECTION A•A NCUT UNE CTDTAXE BYFERN°DOREOUALAOPROVDEDBYC I RACTOR ,r : r 8. CONRUCTOR 70 TAIL APPROP(8A7E ME/USUf1E9 TO PROTECT CARTRIDLES FROM CONSil3UCT10NRELATED EROSION PtBIOFF. 8. / N.T.S. \(�8,� N.T.S. . 1°3!N!EV N• SFMH72 d"� RED SOLlJT1ON5 uc STORMFILTER C8.2 StormFlter mtonteeMil or - Sa26Cotrownra.s.•.aPvww cn ,ainses STANDARD DETAIL e004361122 513445-7000 51341454193 FAX ITh CONTECH STORMFILTER MANHOLE / / C8. N.T.S. JOB NO.: PERMIT SUBMITTAL - OCTOBER 2015 15-086 C \Users\User\Google Drive\Jobs\2015\15-086 Greenberg Road\DWGs\086-C5-2.dwg 10/12/2015 2:00:39 ESC PLAN FOR \\ GREE " \\k‘ BURG ROAD N APARTME \N, TS o a DEVELOPER STANDARD EROSION AND SEDIMENT THE GENERALITTEE IS CONDITIONSREQUIRED HAVBEEN DEVELOPED CONDITIONS ATE OCF THE CE WITH THE MIT. HIS ESCPAND rR DEVELOPER/COMPANY: Evergreen Builders, LLC CONTROL PLAN DRAWING NOTES: REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, THE 1200-CN PERMIT REQUIREMENTS `� „ '1 ,G CONTACT: Joe Westerman ADDRESS 1: 7420 SW Hunziker Road. Suite D SUPERCEDE REQUIREMENTS OF THIS PLAN. `>��; I q It 1. All permit registrants must implement the ESCP. Failure to implement any of the control measures 't<'` '$ " ADDRESS 2: Tigard, 97223 � 7, y•r'' orpractices described in the ESCP is a violation of thepermit. \ / �o} PHONE: 503-313-4621 oy"" 2. The ESCP measures shown on this plan are minimum requirements for anticipated site conditions. ..... All_ 1,•`,? FAX: During the construction period, upgrade these measures as needed to comply with all applicable BMP MATRIX FOR CONSTRUCTION PHASES ;' W Gill local, state, and federal erosion and sediment control regulations. 1 e<e R .1d k.i totter 3. Submission of all ESCP revisions is not required. Submittal of the ESCP revisions is only under ,fg. l fe 0 � specific conditions. Submit all necessary revision to DEQ or Agent. 4 ' s /i M�: 4 �r4. S PLANNING / ENGINEERING / 4. Phase clearing and grading to the maximum extent practical to prevent exposed inactive areas from;� 063• becomin a source of erosion. 9 REFER TO DEO GUIDANCE MANUAL FOR A COMPREHENSIVE LIST OF s' �/ t4 '' vt,4,44tit-,, ,, - 1 , S SURVEYING FIRM 5. Identify, mark, and protect (by fencing off or other means) critical riparian areas and vegetation , l i .e, tp \ _ � including important trees and associated rooting zones, and vegetation areas to be preserved. AVAILABLE BMP'S. �� ` �� `�3 � ENGINEERING FIRM: SUMMIT ENGINEERING SURVEY FIRM: KC Development Identify vegetative buffer zones between the site and sensitive areas (e.g., wetlands), and other We ,*' CONTACT: JASON HAVELKA CONTACT: CindyHalcumb, PLS i ��,. �� areas to be preserved, especially in perimeter areas. MASS UTILITY STREET FINAL WET WEATHER / '°�� \ ADDRESS 1: PO BOX 219263 ADDRESS 1: PO Box 398 6. Preserve existingvegetation when practical and re-vegetate open areas. Re-vegetate open areas / 7 / �,� 1iIItADDRESS 2: PORTLAND, OR 97225 ADDRESS 2: Camas, WA 98607 when practicable before and after grading or construt ion. Identify the type of v egetati a seed mix CLEARING GRADING INSTALLATION CONSTRUCTION STABILIZATION (OCT.1-MAY 31ST) Client PHONE: 971 266 0160 PHONE: 360.834.2519 used, EROSIONPREVENTION FAX: FAX: 7. Erosion and sediment control measures including perimeter sediment control must be in place PRESERVENATURA VEGETATION Evergreen Builders, LLC GROUNDCOVER/ before vegetation is disturbed and must remain in place and be maintained, repaired, and promptly c/o Joe Westerman / � • HYDRAULIC APPLICATIONS / At , 3 its,:vis . implemented following procedures established for the duration of construction, including protection 7420 SW Hunziker Road, •eeasa�eawsea.tIt,;I PLASTICSHEETING0/ � sOpnev.II¢1 �r ,' � for active storm drain inlets and catch basins and appropriate non-stormwater pollution controls. MATTINGSuite D 8. Establish concrete truck and other concrete equipment washout areas before beginning concreteTigard, Oregon 97223 r ° `+ DUST CONTROL / `:.� �! .¢� NARRATIVE DESCRIPTIONS W0 TEMPORARY!PERMANENT SEEDING' 4' �� {..- 256.6, 9. Apply temporary and/or permanent soil stabilization measures immediately on all disturbed areas as BUFFER ZONE / is :,aa 1 256.6, ' EXISTING SITE CONDITIONS grading progresses and for all roadways including gravel roadways. OTHER: 10. Establish material and waste storage areas, and other non-stormwater controls. SEDIMENT CONTROL * THE SITE IS UNDEVELOPED GRASS FIELDS WITH SOME BRUSH AND TREES AROUND THE 11. Prevent tracking of sediment onto public or private roads using BMPs such as: graveled (or paved) SEDIMENT FENCE(PERIMETER) X X x x x exits and parking areas, gravel all unpaved roads located onsite, or use an exit tire wash. These SEDIMENT FENCE(INTERIOR) / / PERIMETER. THE SITE SLOPES AT 2-10% FROM GREENBURG ROAD TO THE NORTH AND BMPs must be in place prior to land-disturbing activities. STRAW WATTLES EAST TO ADJACENT PROPERTY BOUNDARIES. 12. When trucking saturated soils from the site, either use water-tight trucks or drain loads on site. FILTER BERM / 7 13. Use BMPs to prevent or minimize stormwater exposure to pollutants from spills; vehicle and INLET PROTECTION X X X Project DEVELOPED CONDITIONS equipment fueling, maintenance, and storage; other cleaning and maintenance activities; and waste DEWATERING handling activities. These pollutants include fuel, hydraulic fluid, and other oils from vehicles and SEDIMENT TRAP Greenberg Road machinery, as well as debris, leftoverpaints, solvents, andglues from construction operations. OTHER Apartments * PROPOSED CONDITIONS INCLUDE A 60-UNIT APARTMENT COMPLEX WITH ASSOCIATED P RUN OFF CONTROL 9550 SW Greenberg Road 14. Implement the following BMPs when applicable: written spill prevention and response procedures, Tigard, OR 97202 PARKING AREAS, DRIVE AISLES, SIDEWALKS AND LANDSCAPE AREAS. employee training on spill prevention and proper disposal procedures, spill kits in all vehicles, CONSTRUCTION ENTRANCE X X X regular maintenance schedule for vehicles and machinery, material delivery and storage controls, PIPE SLOPE DRAIN / / sITE MAP 1 ,2 80' NATURE OF CONSTRUCTION ACTIVITY AND ESTIMATED TIME TABLE training and signage, and covered storage areas for waste and supplies. OUTLET PROTECTION 15. Use water, soil-binding agent or other dust control technique as needed to avoid wind-blown soil. SURFACE ROUGHENING / / _ * CLEARING FEB 2016 - APRIL 2016 16. The application rate of fertilizers used to reestablish vegetation must follow manufacturer's OTHER CHECK DAMS Designer * MASS GRADING MAR 2016 - APRIL 2016 recommendations to minimize nutrient releases to surface waters. Exercise caution when using POLLunoNPREvENT10N Builders Design, inc. * UTILITY INSTALLATION APRIL 2016 - JUNE 2016 time-release fertilizers within any waterway riparian zone. PROPER SIGNAGE X X X x x 11125 N.E. Weidler St. * BUILDING AND SITE CONSTRUCTION APRIL 2016 - SEP 2016 17. If a stormwater treatment system (for example, electro-coagulation, flocculation, filtration, etc.) for HAZWASTEMGMT Portland, OR 97220 .?1:11.4.,_1 I . if ; ;Pl11!?t+.iI "`' `namooD Y °°d1, aft 1 °s * sediment or otherpollutant removal is employed, submit an operation and maintenanceplan SPILL KIT ONSITE Office: (503) 252-3453 /- t r , ljt 5 " °�' t k,¢ - FINAL STABILIZATION AUG 2016 - SEP 2016 P ,,. Jr .rl `,�eII T#� JZQ �` }N4 # 4gl`." gg �g@ � (including system schematic, location of system, location of inlet, location of discharge, discharge CONCRETE WASHOUT AREA X X !r 1s.�ih , c1 r5 a,,` � dispersion device design, and a sampling and frequency) before operatingthe treatment OTHER: ■■ �l =cr.`s " TOTAL SITE AREA = 66 425 SF = 1.52 ACRES P 9 ' plan o- �. L t 'Glti► a 84•� a ..Ya. B.i9v f f Ia,,�� HA(;;, Maw sTE .♦ ma. .` �.,,, system. Obtain plan approval before operating the treatment system. Operate and maintain the :F'4!. 1 // .�3i'd°'ww °.ica¢ } -'°°r' -" treatment system accordingto manufacturer s specifications. \ / = g°ar° < � TOTAL DISTURBED AREA = 70,248 SF = 1 .61 ACRES 18. At the end of each workday soil stockpiles must be stabilized or covered, or other BMPs must be - s iir ° , =" 10°CNQ'*pax implemented to prevent discharges to surface waters or conveyance systems leading to surface ,,r1 9; .s4 P r ricF1 waters. Y 3 Wilt0 PFogres l'I:is w p�E p c��' v' SITE SOIL CLASSIFICATION: 19. Construction activities must avoid or minimize excavation and creation of bare ground during wet ** SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. I_ j' "° tet`'* �` = 11 weather October 01 - May 31. °k' ♦ _r e•. I�mr� t Aloha silt loam - Hydrologic Soil Group C 20. Sediment fence: remove trapped sediment before it reaches one third of the above ground fence \. 1ME leo trAliatitsm.,LD 1a:°1za. �s�vy Huberly silt loam - Hydrologic Soil Group C height and before fence removal. RATIONALE STATEMENT ` .� Woodburn silt loam, 3 to 7percent slopes - Hydrologic Soil C L I1 d f . °._. pGroup 21. Other sediment barriers (such as biobags): remove sediment before it reaches two inches depth -74:11,4 61rg� x above ground height. and before BMP removal. . 22. Catch basins: clean before retention capacity has been reduced by fifty percent. Sediment basins A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES (BMP) OPTIONS BASED ON DEQ's I *or i ; in",-4,4;41‘.. EI, GUIDANCE MANUAL HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT CONTROL PLAN. ''° v„ �°`•,fw `til ON-SITE SOILS HAVE A MODERATE TO HIGH EROSION POTENTIAL. ALL FILL and :ediment traps: remove trapped sediments before design capacity has been reduced by fifty / _ ��^ ' ' °$ w"� g _^ 'a MATERIAL SHALL BE GENERATED ON-SITE FROM GRADING EXCAVATION AND percent and at completion of project. SOME OF THE ABOVE LISTED BMP's WERE NOT CHOSEN BECAUSE THEY WERE DETERMINED TO NOT / / rThk st Washington gAXT . 1kt&she( js 23. Within 24 hours, significant sediment that has left the construction site, must be remediated. EFFECTIVELY MANAGE EROSION PREVENTION AND SEDIMENT CONTROL FOR THIS PROJECT BASED ON �` UTILITY TRENCH SPOILS. i' f rYnili >,� k. i ataTi 11 - EDOf ik. -DI discharge "; ra Investigate the cause of the sediment release and implement steps to prevent a recurrence of the SPECIFIC SITE CONDITIONS, INCLUDING SOIL CONDITIONS TOPOGRAPHIC CONSTRAINTS, ACCESSIBILITY TO PR F 1/4 fi'Q~: `� a 2 `IGe1: 6I XIAS°Metzger '`':' : discharge within the same 24 hours. Any in-stream clean up of sediment shall be performed THE SITE, AND OTHER RELATED CONDITIONS, AS THE PROJECT PROGRESSES AND THERE IS A NEED TO �`� SSS r it . ". 'fR . 131 I a y �5 ;- INEF o - „ e xerwcrre1I" r 4Su€ according to the Oregon Division of State Lands required timeframe. REVISE THE ESC PLAN, AN ACTION PLAN WILL BE SUBMITTED. c� `0 9 I ® . 8�• � RECEIVING WATER BODIES: �y �, 9 e � �ala11I. 8Y 1 / I dI� 24. The intentional washing of sediment into storm sewers or drainage ways must not occur. 65469P ( s re Tj 'sir ;�Iw •vim " �#II! Vacuuming or dry sweeping and material pickup must be used to cleanup released sediments. INITIAL f V. % �� 'r' �:a NEAREST WATER BODY: ASH CREEK 25. Provide permanent erosion control measures on all exposed areas. Do not remove temporary +sa, „,,,,,-1 1.EIIIIim re OREGON . .' :Ar a* sal z..,-,'o sediment control practices until permanent vegetation or other cover of exposed areas is ,J ■,�*11404-A Gti y % rii' .e-r > 1 ■..■ '� g a,,,. �--_c +I ®11 `ngil .`I=_ established. However, do remove all temporary erosion control measures as exposed areas become ✓ GIVE 11 ��J �e `�''Z` m ��ar- . CO°il'•m■II' stabilized, unless doingso conflicts with local requirements. Properly dispose of construction G ■ vs.. a s` 11 -* I s Iii, v:, Q P Y P �/E is r„i�{r fcpta x man . a Y �FM , °+n Mum materials and waste, including sediment retained by temporary BMPs. L H P 4i��••. +a _„ r-■ all:1110' 26. If vegetative seed mixes are specified, seeding must take place no later that September 1; the type �.,;-6 i. y�MA {r -• 1i-".-. +l Ain 'E.. MI Expires 0613012017 e at j-�.�..;.*, ° „ .sa{1rr., (► L= ova wit and percentages of seed in the mix must be identified on the plans. lik �. a illi A eirji,al ¢ in �Irtlrin �,� / / 4� rep nun rat Et.°.,1,� ti �� • al ,t., 27. NI pumping of sediment laden water shall be discharged over an undisturbed, preferably vegetated A.�' r;. .•.ireaaer.� . s er.Z' -U �+ .r i : °. ■.°,. asdo,.,:; k• r,)„� '�M ' °* •� area, and through a sediment control BMP i.e. (filter bag). / / iliglpI 1 �, ...IMF,. „� , ,.. I 28. All exposed soils must be covered during the wet weather period, October 01 - May 31. (C) COPYRIGHT 2015 M fi =.■ rr e , I ! w_DAKO.Ti�AII- I°7 G STiz toy l-'Print�.*��1: . ' =1•°r �� °s Iy�`F! iii Z'7 \ „ J.■ ar � -. THESESUMMDRAWINGST ARE T E Arnim rj b a 1 ■r �I� _ c. 1t.- 5��to, or PROPERTY OF SUMMIT ENGINEERING I > e1 e'n dill, y� ■ ..vim�7 ...��, ail" eii•i� a ,r1 J I .G., i�♦ w I as..0 1917,1e�Ia •SW .�ec1diA- `f t"g _ 1 44 8 ■s-�.a.♦_.� y , LLC AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, ,y��p. • a �.. E-. �. WITHOUT PRIOR WRITTEN AUTHORIZATION. INSPECTION FREQUENCY: / / VICINITY MAP NOT TO SCALE / REVISION SCHEDULE: / PERMITTEES SITE INSPECTOR: JASON HAVELKA SITE CONDITION MINIMUM FREQUENCY SHEET INDEX REVISION DELTA ISSUE DATE COMPANY/AGENCY: SUMMIT ENGINEERING PROJECT LOCATIONS PROPERTY DESCRIPTION: PHONE: 971 266 0160 1. ACTIVE PERIOD DAILY WHEN STORMWATER RUNOFF, INCLUDING RUNOFF EROSION AND SEDIMENT CONTROL PLANS 9550 SW GREENBURG RD, TIGARD, TAX LOTS 00900 (WASHINGTON FAX: FROM SNOWMELT, IS OCCURRING. OREGON, USA COUNTY TAX MAP 1S126DC) LOCATED IN THE E-MAIL: JASON@SUMMITENGINEERINGLLC.COM LATITUDE = 45.4505436, LONGITUDE _ -122.7736075C050 EROSION AND SEDIMENT CONTROL COVER SHEET SE 1/4 OF SECTION 26, TOWNSHIP 1 S, DESCRIPTION OF EXPERIENCE: MORE THAN 10 YEARS IN THE CONSTRUCTION 2. PRIOR TO THE SITE BECOMING INACTIVE OR ONCE TO ENSURE THAT EROSION AND SEDIMENT CONTROL RANGE 1 W, WILLAMETTE MERIDIAN, WASHINGTON AND ENGINEERING INDUSTRY, WORKED PRIMARILY AS A CIVIL ENGINEER, IN THE IN ANTICIPATION OF SITE INACCESSIBILITY. MEASURES ARE IN WORKING ORDER. ANY NECESSARY C051 CLEARING AND DEMOLITION EROSION AND SEDIMENT CONTROL PLAN COUNTY, OREGON DESIGN AND CONSTRUCTION OFA VARIETY OF DEVELOPMENTS, INCLUDING ROADWAYS, MAINTENANCE AND REPAIR MUST BE MADE PRIOR TO 0052 GRADING, EROSION AND SEDIMENT CONTROL PLAN / / COMMERCIAL, INDUSTRIAL, RESIDENTIAL, PUBLIC BUILDINGS AND PARKS LEAVING THE SITE. / / ATTENTION EXCAVATORS: 3. INACTIVE PERIODS GREATER THAN SEVEN ONCE EVERY TWO (2) WEEKS. C053 EROSION AND SEDIMENT CONTROL DETAILS SHEET TITLE: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE (7) CONSECUTIVE CALENDAR DAYS. EROSION AND SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE 4. PERIODS DURING WHICH THE SITE IS INACCESSIBLE IF PRACTICAL, INSPECTIONS MUST OCCUR DAILY AT A CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU DUE TO INCLEMENT WEATHER. RELEVANT AND ACCESSIBLE DISCHARGE POINT OR SEDIMENT MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6699. DOWNSTREAM LOCATION. CONTROL * HOLD A PRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE INSPECTOR TO COVER SHEET DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND CONSTRUCTION LIMITS. * ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200-CN PERMIT REQUIREMENTS. * INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200-CN PERMIT REQUIREMENTS. / / * RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON REQUEST TO DEQ, AGENT, OR THE LOCAL MUNICIPALITY. DURING INACTIVE PERIODS OF GREATER THAN SEVEN (7) CONSECUTIVE CALENDAR DRAWN BY: JMH DAYS, RETAIN THE ESCP AT THE CONSTRUCTION SITE OR AT ANOTHER LOCATION. APPROVED BY: JLH / / SHEET: C050 / / JOB NO.: PERMIT SUBMITTAL - OCTOBER 2015 15-086 C:\Deere\User\Google DrWe\Jobs\2015\15-086 Greenberg Road\DwGe\088-EC1-O.dwg 10/21/2015 11:12:41 AM PRE—CONSTRUCTION, CLEARING, AND DEMOLITION NOTES: LEGEND U 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT .4 CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, EXISTING GROUND CONTOUR (2 FT) - - — !'wa FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. EXISTING GROUND CONTOUR (10 FT) — 100 J 0 ,�czi ';G:° 2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE, BERMS ; � I, ; CONSTRUCTED OUT OF MULCH, CHIPPINGS, OR OTHER SUITABLE MATERIAL, . >' it Q c . / '_ / 3 \ , STRAW WATTLES, OR OTHER APPROVED MATERIALS. '. ; µ ' l®, it '/ \ �� , / 3. SENSITIVE RESOURCES INCLUDING, BUT NOT LIMITED TO, TREES, WETLANDS, EXISTING TREE TO REMAIN 0 ►1 I a / AND RIPARIAN PROTECTION AREAS SHALL BE CLEARLY DELINEATED WITH .S // Q , L/ . . ORANGE CONSTRUCTION FENCING OR CHAIN LINK FENCING IN A MANNER THAT EXISTING TREE TO BE REMOVED / IS CLEARLY VISIBLE TO ANYONE IN THE AREA. NO ACTIVITIES ARE PERMITTED � / TO OCCUR BEYOND THE CONSTRUCTION BARRIER. e.co..-------0 \ f." ' SEDIMENT BARRIER (PERIMETER) — X X— CO) 4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF / a 1 CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. SEDIMENT BARRIER (INTERIOR) XX // / \ ),\ \ ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, STREET SWEEPING, / / o�� // \ AND VACUUMING, MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE ORANGE CONSTRUCTION FENCE 0 0 Client \,, / KEPT CLEAN FOR THE DURATION OF THE PROJECT. Evergreen Builders, LLC r ` c/o Joe Westerman / c C� /.._ ' WOE NON-ACCs STRIP SEDIMENT TRAP ✓� 7420 SW Hunziker Road, I/ .: D . No. 200007ot3s 5. RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND FUNCTIONING Suite D / ° `�� / 3//_ .a PRIOR TO BEGINNING SUBSTANTIAL CONSTRUCTION ACTIVITIES. RUN-ON AND Tigard, Oregon 97223 --„,(1 l� DRIVEWAY LOCATION \ RUN-OFF CONTROL MEASURES INCLUDE: SLOPE DRAINS (WITH OUTLET BRUSH BARRIER r''�''\ alt 4 EXCEPTED F M 'c. _._._._._._._._., 0co � z / Do NON—ACCESS s IP PROTECTION). CHECK DAMS. \ , SURFACE ROUGHENING, AND BANK STABILIZATION. CHECK DAM _I I ILL pz.z.z„.z.z.z.. / 3. , N CONSTRUCTION ENTRANCE CONSTRU 10 pz.z.z.z.z.z.z.z, , , \ � az.z.z.!=!=!=!=.r. / / ENTR-AN \ / _/� \ \ _�_�_�_�_�_�_�_r_ / / Hyl THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME co /I ' // \ \ DIVERSION DIKE Project 3` \ \ \ "DRY WEATHER" CONSTRUCTION. "WET WEATHER" DIVERSION SWALE Greenburg Road / / '� ' / \ CONSTRUCTION MEASURES NEED TO BE APPLIED BETWEEN Tt7 -�:u-�:�=!�: � Apartments a' tri' \_ 9550 SW GreenburgRoad co % % /'=e;p,�!.'i:�, ;!/\ \ \ \ \ \ DIVERSION DIKE SWALE Tigard, OR 97202 / \ OCTOBER 1ST AND MAY 31ST. / \h1' WIDE ACCESS STRIPe / / DOC. NO. 000070498 \ \ \ SEDIMENT BARRIER INLET PROTECTION • / / i__I- Uj /cp co / ` dh \ \ \ \ \ Q�7,>,S ((EXTERIOR) Designer / r NBuilders Design, inc. / / \ �� \ \ 88,6 F SEDIMENT MAT 11125 N.E. Weidler St. I /1.1 . Portland, OR 97220 P „d \ \ Office: (503) 252-3453 --- / /1 : / \ \ \ \\ TEMPORARY SLOPE DRAIN / / ,,{ / /F 2 ea \ N / evi- % r II \ \ \ .\\\ \ 7 \ \ N. ROCK FILTER BERM \ I \ \ / / .-77 \\ ✓ / [0° / \ /- _ ^ TEMPORARY SLOPE STABILIZATION MEASURES i: . i / ' ~ �� \ \ \ 2 / \ �\ O i � i : 7 ;is ; / / \ -1\11/4k DRAINAGE FLOW DIRECTION / / \ \ \ —► rn ' / \ \/ \ RES—OR TIGARD, LEO /f / / 1 D (JN0g97L58638 ' ti �S��NGPNfF08/o coco /1 \\ \ ' \---- 1 ct 65469PE r 3 / ,N yr. \ N \ \ \% % OREGON / / / 1 VSs o 1 \ N \ rG ie 11 0 ve,/ / *- • ` \ cn /F L H PVE / / c ' \ ` o / / / 1 I ry� Expires 06/30/2017 3 / \ / \ \ h'? © 0 / / / / / pco /j / \ I \ \\\\ (C) COPYRIGHT 2015 / / 1� \ \ SUMMIT ENGINEERING LLC / \ \ \ THESE DRAWINGS ARE THE PROPERTY OF SUMMIT ENGINEERING {(/ LLC AND ARE NOT TO BE USED OR / CO / /! ® / * NOTE: PRE-DEVELOPED RUN-OFF SHEET FLOWS , / REPRODUCED E WITHOUTDPRIORIN NWRY ITTENER, / NORTH EASTERLY ONTO ADJACENT PROPERTIES. ` \ , AUTHORIZATION. / ) \ o / It I o / / / , ` , �, / REVISION SCHEDULE: / \ \ , p \ 4 REVISION DELTA ISSUE DATE I / \ / �' / / / ,CO I C / ill 11/41 / ` I I / ►./ / / N\ \ S 3 ` l X � X \ \ N Y. X- X ' X °57324"W/ / 56.64X X - - X X X 1 X / i / SHEET TITLE: S \ i CLEARING AND CLEARING AND DEMOLITION 1 DEMOLITION ® 1 EROSION AND SEDIMENT CONTROL PLAN EROSION AND �C2.0 HOR. SCALE 1" = 20' SEDIMENT I CONTROL PLAN / / DRAWN BY: JMH APPROVED BY: JLH / / SHEET: C051 / / JOB NO.: PERMIT SUBMITTAL — OCTOBER 2015 15-086 C:\Users\User\Google Drive\Jobe\2015\15-066 Greenburg Road\DWGe\066—EC2-0.dwg 10/21/2015 11:22:10 AM GRADING, STREET AND UTILITY EROSION AND SEDIMENT CONSTRUCTION NOTES: 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND LEGEND c MULCHING, EROSION CONTROL BLANKETS OR MATS, MID-SLOPE SEDIMENT FENCES OR WATTLES, OR 1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF THE OTHER APPROPRIATE MEASURES. SLOPES EXCEEDING 25% MAY REQUIRE ADDITIONAL EROSION CONTROL FOLLOWING MIXTURES, UNLESS OTHERWISE AUTHORIZED: MEASURES. FINISHED GRADE CONTOUR (2 FT) 102 a A. VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES. SEE RESTORATION FINISHED GRADE CONTOUR (10 FT) 100 , .: PLAN FOR APPROPRIATE SEED MIX. 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE B. DWARF GRASS MIX (MIN. 100 LB./AC.) APPLICATION OF A FINE SPRAY OF WATER, PLASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED . Orr"! 0s... 1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) MEASURES. SEDIMENT BARRIER (PERIMETER) - X X- J • 1 qi a -, it 2. CREEPING RED FESCUE (20% BY WEIGHT) SEDIMENT BARRIER (INTERIOR) XX ,��7.4:--L.-.11 :• !„q ►L' - '^‘.8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED C. STANDARD HEIGHT GRASS MIX (MIN. 100LB./AC.) FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, TIRE a v.t., 4. e 1. ANNUAL RYEGRASS (40% BY WEIGHT) WASHES, STREET SWEEPING, AND VACUUMING MAY BE BE REQUIRED TO INSURE THAT ALL PAVED AREAS ORANGE CONSTRUCTION FENCE 1` 2. TURF-TYPE FESCUE (60% BY WEIGHT) ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. BRUSH BARRIER '\ 1K j'. 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE ROUGHENED BY 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF APPROVED CHECK DAM -L1_ _LII_ MEANS OF TRACK-WALKING OR THE USE OF OTHER APPROVED IMPLEMENTS. SURFACE ROUGHENING INLET PROTECTION MEASURES. ALL INLET PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND .:..:�:.:....•... IMPROVES SEED BEDDING AND REDUCES RUN-OFF VELOCITY. MAINTAINED AS NEEDED. ; ;,;,;,;,.;,.;,.;, CONSTRUCTION ENTRANCE ; ;:i:�_i.We e.: . C403 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER-TIGHT TRUCKS =•=•=•=•=•=•=•=• VEGETATIVE COVER VIA SEEDING WITH APPROVED MIX AND APPLICATION RATE. TO ELIMINATE SPILLAGE OF SEDIMENT AND SEDIMENT-LADEN WATER. DIVERSION DIKE / / / / 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING EXPOSED SOIL WITH PLASTIC 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION THAT DIVERSION SWALE 'Ti Client SHEETING, STRAW MULCHING, WOOD CHIPS, OR OTHER APPROVED MEASURES. DOES NOT PROVIDE RUN-OFF THAT CAN ENTER THE STORM WATER SYSTEM. IF THE CONCRETE WASH-OUT DIVERSION DIKE/SWALE Evergreen Builders, LLC AREA CAN NOT BE CONSTRUCTED GREATER THAN 50' FROM ANY DISCHARGE POINT, SECONDARY -�� 7420Joe SW Westerman Road, \ ' 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND CONFIGURATION. MEASURES SUCH AS BERMS OR TEMPORARY SETTLING PITS MAY BE REQUIRED. THE WASH-OUT SHALL BE Suite D // �- k ` A. Y DURING "WET WEATHER" PERIODS, STOCKPILES SHALL BE COVERED WITH PLASTIC SHEETING OR STRAW LOCATED WITHIN SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT REACHES 50% OF THE CAPACITY. INLET PROTECTION ■ Tigard, Oregon 97223 INLET PROTECTION Ar- \ / • . 1 / MULCH. SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER OF THE STOCKPILE. NEXT DOWNSTREAM , * / 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE STORM SEDIMENT MAT INLET, CONTRACTOR TO / I- 17 WATER SYSTEM. SWEEPINGS SHALL BE PICKED UP AND DISPOSED IN THE TRASH. VERIFY TYPE AND SIZE / / K TEMPORARY SLOPE DRAIN OF INLET �/- \ 40 1: /jjia 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORM WATER /SYSTEM. /M' c^ ` COMPOST BLANKET Project / P /i, • Ma 14. USE BMPs SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO PREVENT RUN-OFF FROM SEEDING & MULCHING , i Greenburg Road ,� p • O® i - \ REACHING DISCHARGE POINTS. Apartments 9550 SW Greenburg Road ° i c .5 / �® CONCRETE WASH AREA 0 Tigard, OR 97202 co Ia 15. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL COAT, TACK COAT, ETC. TO PREVENT INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM. / J / i ' \ J / ®�®�i ',� OUTLET PROTECTION / Designer / t. // v) �^ 1 SS ROCK FILTER BERM . . . 111125BuilderN.EeWeidlercSt. / � . / ► \X " ' ' Portland, OR 97220 © C�7 / / �,��®� \`� Office: (503) 252-3453 CONSTRU ON / , \ :::0::: ::: :::::: MEASURES/ co ----/- / lir 4.11\e MEASURES • � )./ ,-=!.;,:?-:-6-'-ifia:-;,--c: LID NEW IMPERVIOUS SURFACE `� oar \ SEDIMENT BARRIER ii %... %), ......i.. (EXTERIOR) /c/ci i / fr, �j ,� 1: / DRAINAGE FLOW DIRECTION / / / Q , /A 7\ sG Q \ /#1,11Ark Ep PROFFSQ v, / l �l \ \ .1, ® 14104 c�"\�� G I NEF9s/o#9 / / es At :, - , • �,5j, \ \ �. ®ij . ° .\ 1; /*VI • i OREGON .. „, „.... ,„„. .....c \I / i t 24Z. . aws..444 / / I till L 1:1PNIty NI- / ' �� 1144,,, � � �� ''' 'al / I CONCRETE WASH AREAExpires 0613012017,' „Itt-s -e 's , \ \ 3 \ �+ '� �� 7% 41*,- ` \ C COPYRIGHT2015 , O. c,„ c. ( ),kkt, 0 / / \ .\5' ' ;*%. THESEI DRAWINGSRARE THE � \ \�� ' -i ♦ PROPERTY OF SUMMIT ENGINEERING \\N" / `'♦, / / Sr*^� ` LLC AND ARE NOT TO BE USED OR 1 \\':\Ft - / •, ` \ REPRODUCED IN ANY MANNER, • / - ° WITHOUT PRIOR WRITTEN i i / 3 - ppp/i/� INLET PROTECTION AUTHORIZATION. I s � TYPE 4 (AREA DRAIN) / / / CO / CO / \� 4'. c 1 49 REVISION SCHEDULE: i / / 1 tROSION AND SEDIMENT CONTROL BMP IMPLEMENTATION: n • f J oil REVISION DELTA ISSUE DATE / / / l 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, \ \Sr... , / 44‘ ` II o / / GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND 238 0� �3 / APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION � / co ACTIVITIES. \ ;'I, ar . Q 43 / / y i � I 1 ( _ / / 2. "STOCK PILE AREA 1" SHALL BE MOVED TO "STOCK PILE AREA 2" FOLLOWING / THE EXCAVATION CUT ACTIVITIES. \\\-\11,. .\\:,,,a, // 'a - , - 1' IF ° SHEET TITLE: \ `` ® EROSION AND I / EQUIPMENT MAINTENANCE, FUELING, PORTA-POTTY, AND SOLID �• ' -WIMP ��- , " . • :� ` l__ �' '� / / 3. THE "STAGING, .' / D+ �� = a5 ..w: 5 + ...X1 C) SEDIMENT WASTE AREA 1" SHALL BE MOVED TO "STAGING, EQUIPMENT MAINTENANCE, FUELING, K �� a / I CONTROL PLAN c / PORTA-POTTY, AND SOLID WASTE AREA 2" FOLLOWING EXCAVATION "CUT" \`� -;i =_ _ L; ) / / ACTIVITIES. \ _ I ! _ J \NA, r / 3 / 4. ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)" SHALL BE '' CO9 ) $I INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF FINISHED GRADE AS SHOWN y '' ( / / / ON THESE PLANS. \ �� .. I I I DRAWN BY: JMH / D APPROVED BY: JLH / 5. LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING MATTING SHALL BE IN � __,,_ � ILP Sala SII y D5 -- -( �I / / PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1. ` X - x X - - X- X X SHEET: 6. THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPED PRIOR SEDIMENT BARRIER C. (EXTERIOR) JJ s TO THE STORM WATER SYSTEM FUNCTIONING AND SITE PAVING. THESE EROSION AND SEDIMENT`CONTROL PLANS ASUME EC3.0 "DRY WEATHER" CONSTRUCTION. "WET WEATHER" 7. INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING PAVING1 EROSION AND SEDIMENT CONTROL PLAN CONSTRUCTION MEASURES NEED TO BE APPLIED BETWEENACTIVITIES. HOR. SCALE 1" = 20' 1 / / I C3. i 1-o OCTOBER 1ST AND MAY 31ST. JOB NO.: (IN FEET) PERMIT SUBMITTAL - OCTOBER 2015 15-086 C:\Users\User\Google Drive\Jobe\2015\15-088 Greenburg Road\DWGs\086-EC3-0.dwg 10/21/2015 11:21:48 AM V) U0_ N U MAY BE USED SHORT TERM O rn m W/ UTILRY WORK AND W/ -_ O io w a PHASING OF DEVELOPMENT154-4"3111447i.a 5= =?1 0 p Lax CN M " _ I- < p J Z C / a n •"f� - inn ". X W_ W O p 1111111isfir 4i IIIIIIIIIIIIIgIIi W 11 w `' L •�• 11111111■Illlq,, IIIIIIIII�llllib 1 N N 6" cc cc N p O U U 14•. 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L•.,.44❖,4❖.4 ;❖.;q all..o44p..•.o000.440•� M �i• irep_ --' _ FLOW a :❖:❖:•....•...•...IIIb .II III;"ar,- __ ':: �:�:�:�: �:�:�:�:�:�5:� ¢ Q (� -_ z //\/��\\//� /�\/j�\/%\�\/�%\/j\/ :ilk. e 0 DRCH BOTLOM ¢ iiiiiiii:❖i :•' N N �/T /�\/�\ / / •E . m to ❖)1:7••❖•❖•❖••••••• LL W ¢ n �/1 //\/v .. / / R LLL i_ Project 0° "��••••�•'��•�' NOTES: Greenburg Road ■ C:C / ' ' • a Lai w Yi.•.: , I J U A „•••.• .;� CD z ♦ DIMENSIONS Apartments DITCH INLET LTJ 3 QLu SINGLE FAMILYg co 20' LONG BY 20' WIDE 9550 SW Greenburg Road NOTES: J l0 0 0 x 8" DEEP OF 31" MINUS CLEAN ROCK. Tigard, OR 97202 1. ADDITIONAL MEASURES MUST BE u_ n6" y / a COMMERCIAL CONSIDERED DEPENDING ON SOIL TYPES. ■ ■ o .. p 50' LONG BY 20' WIDE / / 2. BIOFILTER BAGS SHOULD BE STAKED 2'-6" 1'-6" 0b' _ iv ¢ 3-6" CLEAN ROCK, / / WHERE APPLICABLE USING (2 1"x2" - I wX 0 GOVERNING AUTHORITY MAY REQUIRE Designer 4 WOODEN STAKES OR APPROVED EQUAL PER BAG. '-0" z N a GEOTEXTILE FABRIC TO PREVENT 9 --• '-- SUB-SOIL PUMPING. - Builders Design, inc. 11125 N.E. Weidler St. Portland, OR 97220 INLET PROTECTION SEDIMENT FENCE CONSTRUCTION ENTRANCE Office: (503) 252-3453 TYPE 4 ``' 8 Detail Drawing 4-17 Mils Detail Drawing 4-5 CleanWier `` Services Detail Drawing 4-24 / / / / <K3k PROPFs8/ 5 <NG I NEE oy I65469P I/ OREGON t/GNE11, ti0 �� GH Alt l/E L Expires 06130/2017 / / / / (C) COPYRIGHT 2015 SUMMIT ENGINEERING LLC THESE DRAWINGS ARE THE PROPERTY OF SUMMIT ENGINEERING LLC AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN AUTHORIZATION. / / / / REVISION SCHEDULE: REVISION DELTA ISSUE DATE / / / / SHEET TITLE: EROSION AND SEDIMENT CONTROL DETAILS / / DRAWN BY: JMH APPROVED BY: JLH / / SHEET: C050 / / JOB NO.: PERMIT SUBMITTAL - OCTOBER 2015 15-086 C:\Users\User\Google Drive\Jobe\2015\15-086 Greenburg Road\DWGe\066-EC4-0.dwg 10/7/2015 2:48:12 PM