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Plans (270) • \ ' " k ') SIGHTCONSTRUCTION DISTANCE To NO� O 1' ALL WORKL NOTA To THE EQUIREMEN75 OF THE NORTH: 800 FT 1. CONCRETE VERTICAL CURB PER 10/C81 CITY OF'WARD, THE CURRENT EDITION OF THE UNIFORM SIGHT DISTANCE L, 2. CONCRETE SIDEWALK PER 11/C8.1 PLUMBING CODE, AND THE INTERNATIONAL BUILDING CODE 7.1":::!....:::1".":!:7 REQUIRED: 350 FTALL WORK IN THE PUBLIC R.O.W. EQUIRES A PUBLIC WORKS Q RETAINING WU13. FIE HYDRANT ASSEMBLY W/GATE VALVE PER 13/C8.1 PERMIT. up. .t, v OE HYDRANT 4. 4'PAINTED WHITE PARKING STRIPE 2 ENNTS TO SIIZES AND SEI; EXCAVATE FOR SLABS, P SHORN OR EQUED.AVING AND OTHER t': o • •4 b $ . i ii U® II CATCH BASIN S ADA ACCES9BLE PARKING PER 8/C&2 ALLOW FOR FORM CLEARANCE AND FOR PROPER COMPACTION s y y „, / I / .W OF REQUIRED BACICFlWNG MATERIAL EXCAVATORS MUST ASPHALT 6. 8'CONCRETE CROSS WALK PER 12/C81 COMPLY WITH ORS 757.541 THROUGH 757.571; EXCAVATORS ' © SHALL NOTIFY AU.UTILITY COMPANIES FOR UNE LOCATIONS 72 ... / f - 7. ADA ACCESSIBLE SQUARE WING RAMP PER 8/Cal HOURS(MINIMUM)PRIOR TO START OF WORK. DAMAGE TO f f j 2,1115 t;1 CONCRETE PADS AND SIDEWALK UTILITIES SHALL BE CORRECTED AT THE CONTRACTORS ' ® t\a' 9 8. TRASH ENCLOSURE PER ARCH EXPENSE �` / 0 PROPERTYCURB PER X/C8.1 9. BIKE PARKING COORDINATE WITH ARCH EFFECTIVE EROSION CONTROL IS REQUIRED.NEROSION CONTROL 3 DEVICES MUST BE INSTALLED AND MEETING THE Pit' . - H 1 s e r r � u *k 10. LANDSCAPE AREA. SEE LANDSCAPE PLANS OREGON DEPARTMENT OF ENVIRONMENTAL QUALITY(DEQ) w / a 4 (t‘'.1' WATER METER VAULT OR STANDARDS. THE GOVERNING JURISDICTION SHALL. AT ANY ��t� 1014' v Y `' 0 DOUBLE CHECK VAULT 11- MAX 36'HIGH MODULAR BLOCK RETAINING WALL.DRAINAGE TIME,ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO / 3' 111r. ;',-V''';.(1 ' b t{&r o-I� , PER 2/C81 ACCOMPLISH EFFECTIVE EROSION CONTROL / / ,_' o MANHOLE OR ACCESS UD 4. ETFECT1VE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL OImt ® aitl� 12. PL UNCS TGARD PUBLIC SIDEWALK, SEE PU�1C IMPROVEMENT BE CONTROLLED WITHIN THE WORK SITE AND SHALL BE SOROUlED THAT UC Evergreen Builders, LLC « t / ( PROPERTY, AND THE RECEIVING SYSTEM ARE NOENT PRIVATE PROPERTY. T ADVERSELY / r / ,sr © 3 13. CITY O'11GARD COMkIERCIAL DRIVEWAY, SEE IMPACTED. THE GOVERNING JURISaCTON MY, AT ANY 1111E. 7420JSW Husnzikero Road, ��9 �. PUBLIC IMPROVEMENT PLANSSuite D f �� ����®� ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK 1D Tigard,Oregon 97223 / �. ��� 14. WATER METER IN VAULT PER U11UTY PLAN ACCOMPLISH EFFECTIVE DRAINAGE CONTROL / 13 1f' N� CO 5 CONTRACTOR SHALL ADJUST ALL STRUCTURES IMPACTED BY / T 15. DOUBLE CHECK VALVE IN VAULT PER UTUTY PLAN CONSTRUCTION BAPROVEMENTS TO NEW TURESFINISHED GRADES .:1 f �� 6. REQUESTS BY THE CONTRACTOR FOR CHANGES TO THE PLANS g ® 111":41.;';',70.- •® fib ���it 16. IRRIGATION POINT OF CONNECTOR MUST BE APPROVED BY THE ENGINEER. {� L,. , 17. ROCK DRAINAGE TIENCH,SEE C2.2A / / /1 [!p �1 / / 8' 01 ' 18. EDGE OF PAVEMENT Propel I' / +Rmn�Alf a 19. CONCRETE WHEEI.STOP PER 9/C8.1 Greenburg Road Nt� +►•., / WARNING PER / 2 Road •i�[� "�.,- 20. TRUNCATED DOME ADA DETECTABLE 2 C8- Apartments �:;:i:;7f f :::�.:.r...::.".':::.:-�-:��:i�:::.:� -.4.0 .. 9550 SW Greenburg R dell '"� �� Tigard,OR 97202 / iIj /.;a' 's/Alyj :' : 21- ADA ACCESSIBLE RAMP PER 1/C8.2 "ii :.:.:.:...:...:.:.:.:'.:.:::::: L:::::: C :`F: ':`:: ' " ::::::::: 22 TEMPORARY AC PEDESTRIAN CONNECTION / / / 1 t J �� (2),H30U ARDS `. ‘'''''4.........,-' 23. ADA SIGNAGE PER 4/C8.2 �.�K r ?S $ , .5�� `� i '� \\ �� Builders Design, inc.�. 4F > 24. AND RESCUE ttt25 weidler St. it V GRASSCEIE SURFACE OR TJALATN VALLEY ORE APPROVED SURFACE, COORDINATE WITH OWNER Portla11125n N.E.. idler 97220 { '. ! °/":::::i:}r::C:(`'::: r ' "'r:"ir:':Y: :, ZS S2�� Office: (503)252-3453 6. ____T i2.„..,,,, co ' ' .....':,., :. . . per /I :, ,-1 m „;,iteis. :: :: : :' 7:5r 1 - �.::' '�. .' �::. Ep PRO \ ��� FR fFg/ ................................. :11::::::::...-:."..:::::::::..:::::-.,::„,., W ,. . ... ... � � 65t69PE 11 ♦5 r ::ft.----,- 41) .--- : OREGON SOU1H: 435 Fr / SIGHT DISTANCE / ® (4>:�a i os:::. : 4!!!!INriP: . :', 17.. .' SIGHT DISTANCE TO 7S' r O ... ..... �i�:7::?:::::;: ,..... ....../ ,.. � 'vE 111 8.32' REQUIRED 350 FT ✓ ® '::'::'::::: :::::::::'::::"::... Expires 0613012017 / / (-5\r) .--,Ip SUILD610 4 (15 Ai.: ':4):1:::...1 ::l.::.1.1:1 I:0::::::::: -:-. : :........:1 1.. : :.::1 1 1::: ::::::1:1::::::: I:::::1::::::..:::I:1:::::1::::1 I 1 1'..:::1:::1 1:.1::: :::l:::I 1 1 1 1:::::-.::::I:1..,,,-''t . .. . .... .. �:::i':? 'i:.:F:::::. ,.............. : ......... 4:i}:: (c> COPYRIGHT zms SITE DATA ��� '• " 75'`::;: :: ::: 'l:::'r �•IJ' ' ' '::'c2:;::: ''. ZtY/ }l:. ` ' ':: ! : : ''.-:'' 'l:':: � :: . ...,::: SUMMIT ENGINEERING LIC ::::,-,-41.4;':::;: le TN3E DRANINGS ARE TIE ............... SITE AREA / �".'::::'::: .'::: .':::.'::.'.':.'.': PROPERTY OF SUMMIT ENGINEERING M: �':.': .' :/1':' .'.':.'..': . :'.:.'.. ::::-.::::::::::::-:;i::::::::::.:::::::::1....::;-:: ':.':. .':.'.:::::. • ����:�:!�:.:':.::.':.'.' .f LIC AND ARE NOT AN BE USED OR LOT AREA 6&453 SF .• •, ': .....; ir. .r .... .. .. .. •i j•i j•�•j•;•• LxREPROTMOLq�ir�PeNarsWRITTENER. (0,.... . ....:0 ' .�?:'i:}}i'r.': : ° Iii:;ii:i:it' .s•A:b••�••u;, a "' .. r:"Y:':::::.::a.::.,.: ASPHALT PARKING 26545 SF • �. : CP -LESS PARKING STALLS 18.404 SF �ti�� Y `` / /LANDSCAPE AREA 11,415 SF (17.2 A•• REVISION SCHEDULE. / , - I�i a•••• .,yam •�..» REVISION DELTA ISSUE DATE / OUTDOOR SPACE - •• I+c JPRIVATE 3,252 SF .e.: �� � � �PUBLIC 14,928 SF •• �' - © ® ••:iiifigii a CO :: rTOTAL18178 SF125' 'i = 111! _ •_ ••,J �'. ya,.. BUILDING AREA 20.931 SF =. . OE UNIT COUNT © , . e ��Q / / 1 BEDROOM 32 UNITS TO , 10 SHEET TITLE: 2 BEDROOM 60 UNITS • iF -- SITE PLAN TOTAL PROVIDED 60 UNITS :•--:_•._�______ ` a1.. r 24 W TOTAL REQUIRED 80 UNITSMEMO MOO 411•111•11•MMIMIIII .11, ,11 .,i111=M1•11•• VEHICLE PARKING SPACES 2 256.64' 2' 24.03' STANDARD 43 SPACES COMPACT 43 SPACES I / ADA 2 SPACES DRAWN BY: JIAH TOTAL PROVIDED 88 SPACES I APPROVED BY: MI TOTAL REQUIRED 88 SPACES SHEET: BICYCLE SPACES PROVIDED 33 SPACES BICYCLE SPACES REQUIRED 33 SPACES / \ 1 SITE PLAN C2.1 NOTE BICYCLE RACKS TO BE LOCATED AT UNDERSIDE OF " C2.1 Giniamoral-• HOS. SCALE 1' - 20' EACH STAIR, 10 0 5 10 20 /- / - (13)TOTAL UNDER STAIR SPACES (IN FEET) JOB NO.: - (20)TOTAL ON SITE BIKE PARKING SPACES(2518') 15-oeo CATCH BASIN DATA UTILITY NOTES V ID RIM IE OUT DIAMETER TYPE LEGEND PIPE RESTRAINT CHART 1. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL WORK 1- 229 PROPOSED 1-FT CONTOUR SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF TIGARD, a 1 242.96 239.66 4' STEEL 24"x24" FITTING TYPE SIZE RESTRAINT ALONG PIPE THE CURRENT EDITION OF THE OREGON SPECIALTY PLUMBING CODE, -230- PROPOSED 5-FT CONTOUR THE INTERNATIONAL BUILDING CODE,AND ANY OTHER GOVERNING 2 242.04 238.79 4" STEEL 24"x24' , :aEXISTING 1-FT CONTOUR 4" 8 FT JURISDICTION THAT THIS SITE FALLS WITHIN. ALL WORK IN THE - 22.5'BEND PUBLIC R.O.W. REQUIRES A PUBLIC WORKS PERMIT. �i r )7, -- EXISTING 5-FT CONTOUR 2. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO ` s:. 3 241.04 238.04 4" STEEL 24•x24• 6" 10 FT L SS - PROPOSED SANITARY SEWER NOT SHOW EVERY OFFSET,BEND,OR ELBOW REQUIRED FOR �y• -ST - PROPOSED STORM SEWER INSTALLATION IN THE SPACE PROVIDED. THEY DO NOT SHOW EVERY 4 239.29 236.04 4' STEEL 24•x24" 4" 15 FT DIMENSION,COMPONENT,PIECE,SECTION, JOINT OR FITTING J-: ---- PROPOSED WATER LINE 45'BEND REQUIRED TO COMPLETE THE PROJECT. ALL LOCATIONS FOR WORK +\,''=-._e:= ... �� 5 236.30 234.30 6' STEEL 24•x24' -- -- PROPOSED FOOTING DRAIN 6' 21 FT SHALL BE CHECKED AND COORDINATED WITH EXISTING CONDITIONS Y / / RETAINING WALL DRAINA IN THE FIELD BEFORE BEGINNING CONSTRUCTION.EXISTING C / /{ 6 235.81 233.59 6' STEEL 24"x24' 4" 37 FT UNDERGROUND UTILITIES LAYING WITHIN THE LIMITS OF EXCAVATION l,�, / PROPOSED WATER METER 90'BEND SHALL BE VERIFIED AS TO CONDITION, SIZE AND LOCATION BY w / NOTE CONTRACTOR TO INSTALL DUCTILE IRON PIPE ON 6" 51 FT UNCOVERING,PROVIDING SUCH IS PERMITTED BY LOCAL PUBLIC Y _ I i / OUTLET OF CATCH BASINS AND MAINTAIN DUCTILE IRON UNTIL <N PROPOSED BACKFLOW AUTHORITIES WITH JURISDICTION, BEFORE BEGINNING CONSTRUCTION. 1 / „i (18)INCHES OF COVER IS ACHIEVED, </ DEVICE IN VAULT 4' 88 FT CONTRACTOR TO NOTIFY ENGINEER IF THERE ARE ANY --�' / ', DEAD END DISCREPANCIES. . _, ---- u 3. PROVIDE CLEANOUTS AS REQUIRED IN THE CURRENT UNIFORM 7�J / • ® - IE 4" STORM= IE(4")STORM= 241.70 6" 123 FT ( ) PLUMBING CODE CHAPTER 7, SECTION 707 AND 719,AND CHAPTER CO) y �"'-' - /I� 242.30 CONTRACTOR TO MAINTAIN MIN. 1' 11, SECTION 1103.04. NOTE. NOT ALL REQUIRED CLEANOUTS ARE )SI' _"--- OF COVER OVER STORM LINE 4' 71 FT / / f ED 4"STORM @ 1.5% SHOWN ON THE PLANS. / _ IE 4" SAN _ �E• 4. ALL STORM PIPING IS SIZED FOR A MANNING'S N VALUE=0.013. -- D P 1 EN G T OC /� ./// L / T „ - / 24 72 IE(4)SANK 240.60 8 OVER *RESTRAINT ALONG BRANCH 106 FT 5. PER SECTIO TP LITIUTIES SHOWNUNDERNDER OR EHIN�EO CIA LTYBUILDMBI OR ODES F D d -LC Y / ; ® ' \ aeIE(4)SAN O 2R MIN.STUB= FROWN EACH FITIS 1NGCHSHOWN1. WATER SUPPLY LINES OINTS SHALL BE RESTRAINEDISLESST. TTHAN (INCLUDING1'BELOWTHE GROUND SURFACE, ARE NOT NTO). Scuiteo S Evergreen Westerman ' / / ^ SANA MINIMUM OF THE DISTANCEH k r Road, IE(4") FITTING STRUCTURE ANY FOUNDATION DRAINAGE PIPING, OR 7420 SW / FROM P Y ''" . -- _ 240.90 ASSUMED VALUES: CONSTRUCTED OF MATERIALS OTHER THAN THOSE APPROVED TO BE Tiyard, Oregon 97723 NSECTION 8 / �� /// ` IE(4")SAN-239.50 250 PSI TEST PRESSURE USED UNDER OR WITHIN A BUILDING. TABLE 7-1 AND a / <, /q� �. ;,/ / �, ® = --- -IE(4")STORM= 240.00 3 FT DEPTH OF BURY 1101.3 LISTS APPROVED PIPE MATERIAL FOR SANITARY AND STORM Q ) ®/ i - o tiiii. '•+ IE(6")SAN=239.42 CONTRACTOR TO MAINTAIN MIN. 1.5 FACTOR OF SAFETY DRAINAGE.RESPECTIVELY. /c ' I r, ' ��1 P '41 6"SANITARY O 2%MIN. 1' OF COVER OVER STORM LINE LENGTH OF SOLID PIPE EITHER SIDE OF TEE: 4 FT 6. VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES BY 0 / /r` � 1� , C. IE(4")SAN ALONG PROPERTY LINE, AND TO 2. ALL WATER LINES SHALL FOLLOW THE CURRENT POTHOLING PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY "- -� / : I ��/N 0 ® '�i STUB__ ENSURE THE STORM LINE I$OUT STANDARDS OF THE TUALATIN VALLEY WATER DISTRICT DISCREPANCIES. t l I rf: 1p� `7 � 39.90 IE(4")SAN OF THE ZONE OF INFLUENCE OF BAGGING/ENCASEMENT REQUIREMENTS. 7. CONTRACTOR TO MAINTAIN A MINIMUM OF 3'OF COVER OVER ALL ; b3: /RV.;� / N O �� . 8. FOOTING DRAINS ARE REQUIRED AT ALL FOUNDATIONS AND BACK•- / / ;� ® / � `��'-\�� G'/ od-� i_ "I / Fr - Or ALL WAFER UNE r 4 "" -4"Sp rtmerts 2 �� ® \4 © 9550 SW Greer burg Road _r SAN DISTRICT. SHALL EXPOSE THE END OF THE EXISTING PIPE AND VERIFY THE I ,. RESTRAINED IE(4") LOCATION, SIZE, AND ELEVATION, AND NOTIFY ENGINEER OF ANY T'gard OR 97202 ` � _ �� 5 ALL PRIVATE WATER LINE JOINTSSHALLBE MEGALUG OR-/ - TORN- -- - SNB=/ �' ¢�- / STOR 241 0.` 1 OF 2 / �• - 23g,1Q APPROVED EQUAL. DISCREPANCIES.® �� 10.THE CONTRACTOR I$RESPONSIBLE FOR ENSURING THAT ALL3 2 2 16 E 4 4" / STUB=SAN HYDRANTS,FIRE SUPPRESSIONANDFIRE SPRINKLERI SYSTEMS SHALL / / / ALSO COMPLY WITH THELOCALFIREDISTRICT REU REMENTS MIN. _ - ),` -I.4....11241141199).-1----• . //. ��\ - 38.10 11. CONTRACTOR IS RESPONSIBLE TO OBTAINING THE DESIGN, Builders Jes r =� / ® -Q® a IE(4)SAN PERMITTING,ACQUISITION OF ALL REQUIRED ELEMENTS, FOR J . 2 / _` / ��.= 11125 N.E_Weidler_ z \, CB 1-h� � - ® STUB= COMPLETE INSTALLATION OF ELECTRICAL SERVICE TO VAULTS FOR lif 23760 SUMP PUMPS INCLUDING SUMP PUMP AND PIPING 11125nd, OR i97220 dlere// , ®® ,\ © IE 4" 9.50 IENB)SAN12.ALL 4"WATER UNE AND ABOVE SHALL BE C900 OR APPROVEDOff co: (SC3° 52 $CS../ ��� 3 r` \ ���n \ '/2 .. S EQUAL. ALL WATER UNE LESS THAN 4"SHALL FOLLOW THE _ i 2/ V IE 6 - 9.42 \ \ 237,1p CURRENT EDITION OF THE OREGON SPECIALTY PLUMBING CODE AND / .r litirV A 2433, 6 TORN O- _ OP:: �Ri CARRY A MINIMUM 200 PSI TEST PRESSURE OR AS REQUIRED BY r lE(4")= LS% ` - IESAN THE AUTHORITY HAVING JURISDICTION. ' IE - 0 STUB= ORM ALL WATER LINE I '� \ �)STORM- \ CB 2�1 � 236.60 235J2ST Y / .n / °._ RESTRAINED \\ 3 1, . Tom,. / / 4",SANIT '•.)\. rN �� :� 4"STORM O 2.3% CB 5 y pa�yl`�I / \ P2412. T!!f - MANIFOLD IE=230.30(48") ` (3)115 LF 48"DIAMETER STORMWATER 1V o _ f \+ ® _ IE(6")SAN=241.1` DETENTION PIPE O 0.3%(4448 CF / IE(4")SAN 114°1 r © / STORAGE),SEE 2/C2.3 1 / IE(4")SAN STUB= '44 ' ' 4"STORMS, (,� © ST y 17� RIM=238.40 / / STUB= 241.60 ` 4� 0 27.MIN r IE(8')STORM= ✓ IE IN (8")-231.54 " ° � � / IE(48'MANIFOLD)=229.95 / 242.10 ) 6"SANITARY r I4� .))\ 237.72 F \- -/ ` 6"STORM O 1% IE OUT(12")=229.95 PR ry 6"STORM Oma, f / ` QED OfEs� IE(4")STORM= 9 '.�. /\ _ 1.5% IE(6") SAN ys �S\'oHG NfFF��2 36.30 244.40 ,9'� � A I z 65469PE �� i .4.' / / 4"STORM \ c;.. " 40 \ y 13v S\\ �..` IE(6")= 233.73 i 1= O 1.5% \‘'.\-4: 241.3 SAN © ` ED -- _- o IE•" STORM 235.04 0 \ y 2 OF 2 S� S -; \ CB 6 RE N STUB= _ "R H1 / ! \ /�� Y4 \-- -- " 0 \ \\ \_6"SANITARY O 2%MIN. G2 Nf 11,'Lp \•H 241.,50 � IE(+" $TORN- 234.98 `T '2 p0 R, C8 a 8�STORM O 1% � !_ _ /E I WNN� / n• \ N y -I 6)ySAN 'SST SS CONNECT TO 1 A�_ \ SNB SAN. � 2.866 IE(4")SAN -I� EXISTING SANITARY Expires 061302017 / / H2O TRAFFIC RATED N,,,,'''..,,,,,..., �� 240.70 i \ Y. I • SANITARY STUB= • i- IE(4")STOR JB ST - SS /I�'. __ $TUB ACCESS COVER , • 2%MIN... 23810 '- 235.86 \ IE=227.21(VERIFY) / / / /-AC PAVING O \ 4_ Ste- °40,t. ip' h IE(4") TORN=239.16 ® 2(6"925AN- Si. ` CONTROL NH PER EXISTING STORM rr PRANKS ARE r !/ ! MANIFOLD OUTLINE 4 SAN-- \\ IE 6 SAN-238.50 0 (c) CONNECT TO summa DICKERING Lc / } / - , I �E .. l I Is-_.0 ��-441.T � A= „mac e^ IRa. .#'.AR239.70 - - _- - _= E.,�o PROPERTY OF SUMMIT ENGINEERING. / .� �•.'Fa .rr > � J/ ). I. STORM O 2% �1`� I� 4/C8.1 STUB 'FL'nNo nRr uor ro eE usEo nv �r, ..c.o II S\ RIM=(12")= IE=229.71 VERIFY / sro- �.3�� �a� f-��., \'' \ ® s S ss ss . l � al,s_ "=.T'•r �.- 7= Y*:i3 I Int T I\ � I ! IE IN 12"=229.81 ( ) 'V AR PRIORir�rv'R. I G • sr- .i�'J7 ST ° II _ IE oUT(12")=229.81 AuNoP ZAnAN./ )). / FF: / ►°.= ♦ tom' �a ;/ -� • _ _ _ /� ►�!� MA:, 'lir I•t•. \ ,I}1r-,� / ' __ � i 12"$TORN O 1% /.-. / % � F F � v:, I- •���Ma/l'r711) sl ET( SAN f �.3s '•.,� ittt',I'�® IE(6") SAN=232.60 / l •s '-5�_.a-_Yrs i `rs. \.• r( 238.10 i II` a ( ) dr © I $ + _.__.... IE(8") STORM=229.91 REVISION SCHEDULE i - E 4" SAN RE�OSION DELTA ISSUE DATE / / - \` © IE ')SAN 3 0 2%MIN • STUB- IE(4")SAN IE(6")STORM=233.48 S IE(4") 236.00 STUB= / ‘--SUBGRADE COMPACTED PIPE BEDDING PER PIPE 2 9,"10 ' �" \� © STORM: 4"STORM O 234.50 6"STORMr. PER GEOTECHNICAL MANUFACTURER s RECOMMENDATIONS RECOMMENDATIONS, \ „..4 I.(4) * i6 240.04 1- 2% 0 1% / COMPACTED TO 95%MAX. \::�\` © 2 b.90 I' (ID - ��. Iy IE(6")SAN=232.75 DRY DENSITY IN 6"LIFTS \ ST S C - e _ DETENTION PIPE SECTION E(a") °YE, ra _ IE(8")STORM=231.59 r - HRR. SCALE N.T.S. 241.63 " - �� - ��"° 0 __ - T� .r- 071 - _ - ----IE(8")STORM=233.76 L__ 4"STORM O 4"STORM IE(6")SAN=232.68 / UTILITY 1T1 �./ TC 1.5%MIN. © 1.5%MIN. IE(4)- IE(4")= el © -IE(6")= SHEET TI ILE U 1 ILL 1 1 ND 1 CS ® Q IE(4")= 240.50 236.80 235.20 234.00 I inLTY PLAN CONTRACTOR TO MAINTAIN MIN. 1. RETAINING WALL DRAINAGE PER GEOTECH.RECOMMENDATIONS. 10. 4" DOMESTIC WATER LINE 18. FIRE SPRINKLER AND DOMESTIC WATER LINES TO RISER 1'OF COVER OVER STORM LINE 4"STORM 0 1.5%MIN. 'I• IE(6")SAN= 232.95 MINIMUM 4"PERF. PIPE IN FILTER SOCK PER DETAIL 2/C8.1 ROOMS,COORDINATE WITH ARCHITECTURAL PLANS ALONG PROPERTY LINE, AND TO CONTRACTOR TO MAINTAIN MIN. 1' OFt CONNECT TO STORM LINE W/APPROVED BACKFLOW 11. 3"DOMESTIC WATER LINE ENSURE THE STORM LINE IS COVER OVER STORM LINE ALONG PREVENTION PER 3/C8.1 19. CONTRACTOR TO MAINTAIN MIN. 1'OF COVER OVER OUT OF THE ZONE OF PROPERTY LINE, AND TO ENSURE THE / 12. 2"DOMESTIC WATER LINE SANITARY UNE AND TO ENSURE THE SANITARY LINE IS INFLUENCE OF THE FOOTINGS STORM LINE IS OUT OF THE ZONE OF 2. FOOTING DRAIN TYP. ALL CONT. FTCS. 4"PERF. PIPE IN13. CONTECH STORMFILTER MH W/(5)LOW DROP CARTRIDGES OUT OF THE ZONE OF INFLUENCE OF THE FOOTINGS OF OF BUILDING 6, SEE 8/C8.2 INFLUENCE OF THE FOOTINGS OF I FILTER SOCK PER DETAIL 1/C8.1 CONNECT TO STORM LINE W/PHOSPHOSORB MEDIA, SEE 7/C8.2 BUILDINGS 1, SIMILAR TO 8/C8.2 BUILDING 6, SEE 8/C8.2 W/APPROVED BACKFLOW PREVENTION FW/ )RIM=236.38(INSTALL LID FLUSH PAVING IE 3. 6"FIRE WATER LINE IN(6"N)=233.52 20. PROPOSED TRANSFORMER LOCATION BY OTHERS DRAWN UY: JMH IE IN(8"W)=233.69 21. 8"FIRE WATER LINE f,0UTILITY PLAN APPROVED BY: JLH 4. FIRE HYDRANT ASSEMBLY W/6"GATE VALVE IE IN(6"S)=233.44 '".64 , HRR. SCALE 1" 20' IE OUT(8"NW)=23122. 4TAP TO EXISTING 6"WATER UNE PER TVWD DET 8. _-- _ -. / 5. BACKFLOW PREVENTION IN VALVE BOX PER 3/C8.1 AT TAP, PROVIDE 4'GV(FLxMJ). 10 0 5 10 20 SHEET: (TRAFFIC RATED LID WHEN PLACED IN PAVED AREA) 14. 2"IRRIGATION BACKFLOW PREVENTION PER TVWD DETAIL (IN FEET) 6. 3"WATER METER IN VAULT PER TVWD DETAIL 703C BF 102 23. 6" TAP TO EXISTING 6"WATER LINE PER TVWD DET 8. 15. IRRIGATION POINT OF CONNECTION AT TAP, PROVIDE 6'GV(FLzMJ)AND 6"x8"UPDUCER. C2.3 7. 4"DOUBLE CHECK VALVE ASSEMBLY FOR DOMESTIC WATER 24. 4"90'BEND LINE IN UTILITY VAULT 577-WA PER TVWD DETAIL BF 100 16. ROCK DRAINAGE TRENCH PER C2.2A 8. 8'DOUBLE CHECK DETECTOR ASSEMBLY W/FDC FOR FIRE 17, APPROXIMATE LOCATION OF DOWNSPOUT, COORDINATE 25. RESTRAIN ALL JOINTS FROM THE TAP TO THE DOUBLE SPRINKLER LINE IN UTILITY VAULT 687-WA PER TVWD DETAIL WITH ARCHITECTURAL PLANS, CONNECT DOWNSPOUT TO CHECK VALVE ASSEMBLY / BF 200 STORM LINE W/4" STUB 26. NEW PUBLIC WATER EASEMENT AROUND PUBLIC WATER dOH NO 9. 4"FIRE SPRINKLER LINE LINE AND WATER METER VAULT2ND PERMIT SUBMITTAL-FEBRUARY 2016 15-086 c\Limn W.\9e00.ON..\JeMWI5V5-0M 07.2019 R 2\OMa\0.11-C2-S2*g 7/25/2015 00021. ci ..-4 STRAP/SLING PIPE 0 E_ _.- /I PE ENCASEMENT 06606 vs Lem mom ^ I 1111111M I IIII Ill '' .I\>.'Y V\,./\".",\/ /. ./ \, ./..‹.. Vs,.//' , . . ,• . z/ Y\// 'N., ,i-,)', ...\ , ' . '. '. '' ., a \N','/\,, \ 3/11:13-3101 2"ELL COPPER STP ZILISLOMEILALIE MONO 10.0INI-\\\ 1.=,,v...imil, . 0.000,...MR OMR=WAS 1 .., r-or ,„r 3,10T •TTPE A ROO r EU.COPPER SL P CIO" As-munnnimill --- r CLASS'13.a!-,. ,.-:;> ‘ ‘,W.-*,0 >>,;; >'.›. . • . ... . ,"' '' •• • ;‘;'Erlr.. COPPER 11101NO(MP) utimE ....urri MIMM=Illid ^ BACKFILL ''*:/‘W' ; '. . .- • . /.- -.. .. •' - . ,. wmgormawastir ADAPTER<ORPER F1. mamas r,',;(01 1 illl"1,74 fill ilwal -....„-._ 11115114111m. Mi .11 ,#)/. L = I II 00111111 7111771117177 illpirli'i, ii'l'F.AI'EC'AT'Alan . Iffifijillr ,2.SEPOOF SADDLE 'Mk INV P.4,..V 0 rt TrWaff IBM - ,,....:c • - - :-.,;>‘,y,":;.•,- ',:-.-. .‘,„<,,,... 0 -__ . __•69,_ ..-4. ill imi-N IlL '5-3.OWE VALCE MT I 1 ,/;, s.>(,.;,,-,( \,2:,>:,;›,- ,,;A-, 2•T CUM.4G at PM"" •-''.--; r. \ /•••-'is e , • SO). TABLE I NIPPLE ak 2.SERVOC 44.00.E :IOW 3.NEGALLTI RETANER ai_Ang DOUBLE CHECK VALVE ASSEMBLY PUN / / k. 7-...-- ,\ 62 d-* PROFILE VIEW P.'-- -.. 0 ___ Mei ...... TOM KOCK PIPED% REMIND AREA .MEGRIM REIT/ATER.r .SPOOL RC x PE 5 FY LO non;.rcS„POOL FLO x PE le 4 r LG Min YU ,..., ..,, • • MOM 01 nap 1/).v gifffNEfiL7, 0 (04 (86) Lai,VAOLZ(5,6-.-,40 WrITI 51,..5f 010-114, ,.....,/,:,).,,,,,,,,c.,,.;.. , o.,14,,,,, ...."43. Eoergreen Bitildets, LLC 4 13 ri 2,7rag4-a--,,zz tr.''";,_4.'° /,/ /,,,,, c/o Joe Western-an 2' ';_':'{.M I WI $ 2.6 GI13,4 GRADE TO sten OR NaPPOVED EQUAL / 'T IT 7420 SW Hunziker Road, 11111111 I[J1.JLIIJ ;-..1•111.111 1 )('- 0 IIII -TROV MT.ILY I 0 a•pm W paz . SL.Ite D .. I AO , ',.... p P , ci. .. U Irt' Tod, Oregon 97223 /,`,/'' -(1"-/T))-:5.' /1,,.:-.../...\., l'.tik, YY.;.), ,"1-Gt, ,StsJ))2,2)ty,yEct/tg, (O Y 12 11.3 MAIN TO cu 41 (t),(//3t/g), „.r.,,.. ... , .1 Am.Nue TWO LAYERS OF TAPE WRAPPED 8832198E8 r-I ii.I,t, _ . 4 ALL THE WAY MOUND A. CONCRETE THRUST BLOCK POURED AGAINST UNDISTURBED EARTH.THRUST BLOCK ..v„.•To z-arg r II • SIZE SHALL BE PER TABLE 1 AND SHALL NOT BE LESS THAN ONE FOOT 114 ANY I! WIVE CAN 1. CUT THE POLYETHYLENE TUBE TWO FEET LONGER THAN PIPE AND SLIP OVER PIPE AS DIMENSION.CONCRETE SHALL BE CLASS 3500 0.5 SACK MIN.) fill 4 '''"- I , i I -,.. PER ACM 3 il.88 us t...Y41 •DM a I di NINA. SHOWN. B. WRAP TAPPING SADDLE AND VALVE WITH 3 LAYERS OF 8 MIL PCI-YTHEYLENE PRIOR amemewas w_lin h - ,- ,11 4 D- , TO POURING THRUST BLOCK AND BACKELLING.EXTEND POLYETHYLENE a'MINIMUM rrigrigriNgie arm s'"-, it Illiiiinfrr III i num 4 1. SPREAD THE POLYETHYLENE TUBE AS SHOWN SO THAT ENOUGH IS LEFT TO PROVIDE BEYOND SADDLE AND VALVE AND SECURE TO PIPE WITH POLYETHYLENE TAPE. Z2I'rig rro'r PIE.-.. 1111•11111MMIMMIIN A ONE FOOT OVERLAP AT EACH END OF PIPE. C. STAINLESS STEEL TAPPING SADDLE AIM GASKET AND FLANGED CONNECTION. L; P:'...,...;:::::•:;::Ptill::::ton A !,, ' -,--r..il-,--:IIIIiEf' ,--: 0. UNE-SIZE GATE VALVE(FLO X 1.14 ine.181.1141; 2. TAKE LW SLACK IN THE TUBE ALONG THE PIPE BARREL,MAKING A SNUG BUT NOT E. JOINTS ON BRANCH PIPE SHALL BE RESTRAINED PER DETAIL 21. F MAILI=Lalliirv..."" ' 4" U. Greenberg Road TIGHT FIT.FOLD OVER ON TOP OF PIPE AND SECURE IN PLACE WITH 2-LAYERS OF Z.4.":1•JC.,;;; ;.-.1.:' .:-.W.0.$ `"..7.,"f A°"." .F.Immo Aportatento CIRCUMFERENTIALLY WRAPPED TAPE ABOUT TWO FEET ON CENTER (PE SHOWN LOOSE effin/UNIZSb. at,VEL,IG CONIPACTM \,•N'*''‘O 3M-0 Ce.13,071 POOP .ELLELY.A11.0.11 9550 SW Gree'bur j Road , FOR CLARITY) 1. BEFORE INSTALLING TAPPING SADDLE,CONTRACTOR SHALL THOROUGHLY CLEAN PIPE COMPACTED 3/4-0 ORTI1IPD ROCA TigardOR 97202 STANDON PIPE STAND TUP ORAMAOL TO REMOVE ALL DIRT.ROCKS.AND OTHER FOREIGN MATERIAL FROM PIPE WHERE MIT' Sao NOTES; 3. LOWER PIPE INTO TRENCH,BEING SURE THAT THE POLYWRAP IS NOT DAMAGED,AND SADDLE YALL BE INSTALLED. NN VAULT• 0001• MAKE UP JOINT. 2, SADDLE BOLTS SHALL BE TOROUED TO MANUFACTURER'S SPECJFICATIONS. Lam. I.CONTRACTOR TO MAL.41 OPENINGS IN VAULT AUX 11.SNR Nr,VOI, I. 1201010.01.1 III S.AL WOMEN VW VIII ............. / / .CONTRACTOR TO OSMLL CONCRETE NTLIAST.1 CD YO MIN AROJNO BASE OF 0.,IN 3 IRTmWs 3. CONTRACTOR SHALL ENSURE THAT GASKET IS PROPERLY ALIGNED AND FREE OF ARM/ FLOODING OR OATER EPTS HIN GROUND PS / ommm vs 60160._020.2nO.r.a.U. 4. PULL POLYETHYLENE FORWARD FROM PREVIOUS JOINT OVER THE BELL AND SECURE IN FOREIGN MATERIAL PRIOR TO TIGHTENING SADDLE. 1 ALL MA,ER MP SNALL tlE AS NAMED OR EIWAL.STIRIPIT AL'ERNATES POP APPRO./ -r 4 ". 577 WA -- APPROVED AND INSTALLATIONLOCATICII . -NA-a- .1-65E1. ' lii..kr-driltraen''..,!...... Beilders Design, ino PLACE AS SHOWN. 4. SASHALL BE BY DISTRICT INSPECTOR 4 PPM RITERIOR.13 MO LID aorom•R0TIC 5 ORS ONTO)RPOTOPTS LOCATING ANY L11.1,INFT,VRUCRIFIL wrrFuw I,-OF A oto OW-WA JD-3AL .I. 1149/10 010.111,0.MN 110011.011 11125 N E Neidler St PRIOR TO TAPPING. SURGE(PONINENT.DEVELOPER/Ma PAY FOR API RELOCATION OF SERVICES 5. PULL POLYETHYLENE FROM NEW PIPE OVER THIS SAME BELL,PROVIDING A DOUBLE 5. CONTRACTOR SHALL AJR TEST SADDLE TO 40 PSI PRIOR TO TAPPING. ritTER BOAND/OR RaNES TOUND 0,FALL WITMIN 1-FT OF A,0 RVEY 410,11/ENT LOGA'ON 10 5I06-4A .10-3AL a RR Ma PM 1,71.1..P00 COMM dioed, OR 9/22C LAYER OF POLYETHYLENE AND SECURE IN PLACE AS SHOWN. 6. CONTRACTOR SHALL FLUSH AND PRESSURE TEST VALVE FOR PRIOR TO BACKFI LUNG. •a.MOW AMOY.NV MALI MILO Office (503) 252 3453 Tualatin Valley Water District OE...ED'..0 PE BAG INSTALL DATE 911512015 Tualatin Valley WaterDistrict OEMOMMPOO DATE 810012 'Tualatin Valley Water District osso.F.0 ma 3"METER DATE 85/2013 Tualatin Valley Water District FORWOREW PO DATE(U112012 VALVE OUB DOUBLE ASSEMBLY CHECK DETAIL MODIFIED DIPRA WET DETAIL 1111111/5-............TAPPING SADDLE °En` DETAIL D (...,41r.":"=11 ......11r,Z-APPROVED MAK INSTALLATION ker..... APPROVIMIM BF 100 1850 SW 17001 Ave Beaverton,OR 97001 TRENCH METHOD 2 1650 SW POW Ave Bellwelm OR 97006 8 1850 SW 170th Ave Beaver.,OR97006 BY CONTRACTOR 703C IWO SY/170th Atm Beararlala OR 97006 (503)808-3000 „,....b.,,,,..SCALE NOM (303)642-1311 www.Wwd.org*CALM WIE (503)E42-1511 www tv,,,,,0CALE:me& (503)6424311 SLAB IS T 687-WA-TVWD 577-WA-TVWD OP 11441721411. MOW 11.411X 19...FR maw 111.111 19 WILL 1.140010 pI.0...01...4117LIL Mem Dear (•toc5 Comte) P9100.1..• 1.000 11. TOP SLAB 111156424206. ---.. ..,....'''', 117.1 ::'..\\ ......... ' Illiikaelli WIIIIRMIIIINIMB VON....... =IT-- tle-r RR.WO/ ./AlunbranT ExIsnolm 0.0•80.1 at war..at.02) SpiMq AAITMAG Dor ITA/05 Om* 300 Rot*an rel. ,,,I/un- to A "LI.70C ..•'' 1,550 As. ' ...., • -- NI, Semi Atm,.Door la/MR,thamal / 7 ,N: CUSTOMER SIDE __ raw,. ,w0-11111111111111111111 wra'rea„ 2-.tem YR Ma. Ii E.WO ..--1,,i-Zififi.li-Fii -2.-vvr"-ru •' ilio ..,Em5 S.) L-4.,La v•ta. .::',1-71-i!..-1 1 1,1_,_., N.Dm0 Ape o/Ompler 2-105 LIO/Pow •••PAII-1.7171.71741:14*0.. Gto P R opes8 TOR "'"'T*4 ','TI-ITIV7H ITI---V-T-2' •'''-n- METER siDE E.; Ali tV.II Ili 1 Iii B 3 imulk. IM PI P.m In Tao) ,6,;...,,iiiiiii ..i' NO I NEe /0 'III II MR 614.46112C 2.7]0 am 0.;/• 'Te 4' -0-.,, w .. .1:• 1 MIN `11 260.1104.111T2 (''''1,,,, It 4011111111111*f_no. . ' 11111 ./...,,,.. A........,ar teems rmy •YIP illikcit , • AI S% OREGON ELAN. ,,,, 9.00•101L (L.„,'Lvr.,---.7.; 44,0- Ikii 1 1 v' _,..----,, 7..., • --...,:....., : ,riiiiii‘1._,!...400:j.,,r, ,,,,,,,) .1>1) --- . 11,1.N•N., f ".?,:!,,,TtZtl All , AI ,,,&‘*PE i1,7•'''''k--‘' : r, _... . 1 ,,• \''gq.;..4.1°1.1.1711.111.1 IIIIC(IOANRRSEOIIQINUIAMILKE)T'.E4R 4BO.1X.-.M' .....LgA.Mliff11.f1i1l..r.4i11.011.lt , , BAN 4-5I.-.4I 0I-R-A,•W--'--4.1 FLIC IL1L16A.II1901.0....... p14..03.7.601.R7mm-.2.. 4O0. i r.16,V_r ISI'.I 1A1I40:,'00401.11 ..,.......1„3.-„..•.........,.' (2 cacc'r:(''.'''V..2 ct!.,'o.o.,w,,c; (C)E‘xC1peOrPe.L aGVHOonMot7'O / BASE SUMMIT ENC1NEERING_LC e,4'/ .• 1 ts.4 VT 4'4.. \ Z ,/,4/'-';'/1.• • , • •,2-A ';*'',7 0. ,,,.,,,,,4 0.5.4, OM WWI %t4 W-I. * I L 104°0 ' TFIEGE DRA PINGS ARE TYE b, N I I r AilliifilillillIMMIIII i 3 r":4 0.210*... 4 00.!-.'''''. '0'0 PROPERTY OF SUMMIT ENGINEER,. 1 •4 r WI , (:) ' ''''..i.;i' 1 0//10,. 1 IC AND ARE NG,TO BF USED OP /G.> REPRODUCED 14 ANY MANNER 1 T •i ....I'111 ' IMITIONT PRIOR WRITTEN All'HORIZATION ra"AeS1 E C tiff K 1111 24.MIN CLEARANCE C:4 ''•11 'ZU• •,T, ?R'. SW.112 ..... .„.„ , I Tualatin Valley _ ......sr, .... -IIIIMIA_ 1 7 9.1191. NM 00.1C ....,...„..........;;;', e-r lenosPr*so . Water District <-.......,,,,,,,, / / ... I .1 . .. i 4"DCV/DCDV .1 N._6... App ›.-tv..t."..r.L° If VISION SCHEDULE m MMIVIi 3 Al IM I ten IIIIIIIIIIIM Tualatin Valley Watar District • '-',7 -- -----"--.7; ,°'T.Z:r REVISION DELTA ISSUE DA'E ISilk :I ........$07 IA.00.0d to!.. -'-'"..... ' ''''. ''',„ L'_ .5:.'.;''''tn7P 7' -'-,. , ,'- .1.;..:., 1111111111”..4•,.. r MIN CLEARANCE Mar"' 114 Illi=1111111VI''''' 1111.1.r r DCV I DCDV sil; I i :4,,,,,-.,*:;.;,,,,,:;:*.:,t.• A 41; .11 1.-.47,-..m.-g-7 14------ --, - 1 iiiiiing APO T.!'-I,2 aRT I'LIT 0:Id MO/L24 \ I ... I .9........,\ Nom SRA 577-LA Ter Rai mo TOM ,,,•1 ... svealua n00. .....a ".... ems-,,,•,' e' ':I r 14:T-,----T.:gi illyLIZIED ROM EMSE =MO ..T71 , . ' T t ...:', ' FI FVAT1ON : r; '''"1 ' ::: 7-1' :::II, it: : ---14 ,r M ti•M.. Fel /./ I•• 't •i•NM. 61.01 I 1......1 ',i T1-77-77-1::7' I-- - -- -r / t ig.',. ..4 1 (14'LI':: I-4-4 •••::',V' - i•••• ••••'1 ''' ' ' '''.1••• --:- •m•4.4 ; ,••• •40!1' RAE VAULT VAULT t i ' t 1:: I---, :::k1 t )::: LI:1 / / 111111 FOC• W/0 FOC• DM*• NOTES; 1 1 . ,•s• ••xi SHEET le t_E Mai We 575-LA 570-1A WR-3.11. ,. .. ...........,... : Llite- .. -.1,Vi, : ,....• . . ....., T RARE sus•, -..,„_,.....,.....,,_,_._,_,._,_, ,, ... .,.........: ma A!_,'....4 q LL _-,. ..,:::::, ,11.o•• i_.,1 ..;,:0 H..: [ .-_-_. ,,-:. , 1 INSTALLATON MOM IS ONLY A SUGGESIICAL THE 3 277-12. 577-WA J-6•L ......... L 401e•LPOI 10 MOIL COMM 110.10F 3 01 1 . SW GREENBURG DISTANCE MIC/I BOTTOM OF DEICE TO FINISI GRADE 4 577-WA 577-WA d-OIL my,=ms.u------ - o I FREEZE PROTECTOR.AND CLEARANCE FOR TESTING A REAM 6 676-WA BA-WA PLEB N _ __.L._ r.L._ __ o ',Ii L. ',L i _ 1.i ,'i P-.--.A. I -.4---,,,,=- !AL_I. i:Cli - 'A' _j, rt •-•• t•-•• ,I.._. „.1,WM,. EMI,i.._ ,i-,,,,,,,,..,3 +.--. '.., ME THE MAJOR CORSOERATONS FOR INSTALLARION. PLUGS TO OE INSTALLED ' '"'"NIPTATieZrAt.""US •,,::3E&07-1ta 117-WA JADIVIL.-- ....- . . z"........... L.-- ---- - --I ..,..1.,...e.. ..,:j ROAD R/ComPer IN TEST COCKS OF BELOW GROUND INSTALLATIONS(NO DISSIMILAR METALS). 19 06-1A 5106-LA .D-SPL SIDE flia 8661 MR! y FRFFFE PROIECTON IS PROVIDED IHE 24-MIN OFARANCIF MAY RF RFOUCFQ. APARTMENTS •...,..............,...., ...-WS-n•e SWIJNA-TVWD 687-V/A-TVIND 577 -WA 577-WA-TVWD Tualatin Valley Water District 0E00180 POO 1-1/2,2"&2-1/2" DATE E1112612 Tualatin Valley Water District OENONEW FOO DOUBLE CHECK DATE eMIEDIE 0 Oldcastle Precast.' P6.11.m.66:0001.1046,1m0 DCV I DCDV 0 -__ 1a Precast' Pialism02101.1CPS/TRA-1M1) DCV/DCDV DETAIL SHEET DETAIL DETAIL klear",....4111111111 .50 APPROYERIAM DOUBLE CHECK 4.111r., 11,, 11 ,.....11115-APPRO./61k AIM DETECTOR PO eiR WA WIRotrdla OnNa11161750325 leasIOM TOR BACKFLOW DEVICE VAULT PO Mt MM./ft 00920 MA = mu Mr 2011 BACKFLOW DEVICE VAULT TOO SW 171)th Ano.Tamadon,OR 97006 PM BE 102 111.10 SW IMO ANL Berm.%06 97006 o•(....)....... ..(.1).....5, 0.0)1111011POICOM.0011MABOOVINO T.(3113)60.21144 Pm1003)862-2661 08M0660601/016ROPIMIsomill• Z-- ---- --- INSTALLATION ASSEMBLY BF 200 DRAWN BY. Jklfil 100.0 1110 APPROVED BT :NW 2' SHEET. C8.3 , JOB NO 2ND PERMIT SUBMITTAL-FEBRUARY 2016 15-086 c Omer,OTEMusmie LITYTTMMT,,5,15-vm MT..PTTY TATT,M6"SP-sT MO 2,•,•S• T'''•G••s•