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Plans SIT2013 - 00024 RECEIVED THE ADRIENNE OCT 8 2013 S. E A CITYOFTIGARD BUILDING DIVISION SCOTT EDWARDS ARCHITECTURE LLP PREPAREDFOR. 2525 E. Burnside St., Portland, OR 97214 phone:(503) 226-3617 www.seelip.com SED ENTREX U TN N . N TR g ,3 / I SITE WORKS PERMIT SET INDEX OF SHEETS CIENTREXCONSTRUC�ON,. INC.. Jr �� C-000 COVER SHEET A.►ftAVON COMMERCIAL • INDUSTRIAL DARTMO TH a C-001 EXISTING CONDITIONS& EROSION CONTROL C-100 SITE PLAN ELMHOR ST. C-101 DIMENSION PLAN PROfESd� HERMOSA w� �N77G3I7N6PfEC-200 GRADING PLAN Fq D,y 4 °' N C-300 UTILITY PLAN • EVELA C-400 SITE DETAILS oREGo o� z CCO C-401 WATER DETAILS s ` 10 2° �f PHI LENAS— — — O;�IZAGAS - FTN C. GP`��' y slog - C-402 UTILITY DETAILS SW GONZAGA ST C-403 UTILITY DETAILS EXPIRATION DATE:06/30/15 r- NN PRO ECT ST — -- — C-404 UTILITY DETAILS LOC TION —-------------I C-405 EROSION CONTROL DETAILS ' ' L-100 TREE PRESERVATION AND REMOVAL PLAN C ESTVIEW A ° — -- L-101 PLANTING PLAN 3� YARNS ST. I o L-102 TREE CANOPY SITE PLAN AI I �IARNS VARN L-200 IRRIGATION PLAN .fJ ' FIR TQ i FIRST. ST PROPOSED L-300 PLANTING DETAILS AND NOTES THE ADRIENNE BUILDING L-301 IRRIGATION DETAILS AND NOTES cr_ Jul L-302 IRRIGATION DETAILS �; Z ; LP. 1.. ... Q N t = HERR ST. 7148 SW GONZAGA STREET v ANDBURG • •_- TIGARD, OREGON 97223 VICINITY MAP —?———— 0 SCALE:NTS 0 -i, 70 Shaping the Future - - PORTLAND ————— 5415 SW WESTGATE DR,STE 100,PORTLAND,OR 97221 TEL:(503)419-2500 FAX'(503)419-2600 wwm=dno aom I , I CITY OF TIGARD Approved..... .. ......NNNNN..... �J Conditionally Approved............. ] See Letter to:Follow.................[ ] Attached.....NN.N.... SITE MAP PennitNumber: –o Ad •'�I AA.50 66 SCALE: 1 0=40' By: Date: City of Tigard Erosion Control To Schedule Inspections: SITE INFORMATION DATUM Call (503)639-4175 TAXLOT:2S101AC00800 ELEVATION DATUM:CITY OF TIGARD(NGVD 29/47) Initial inspection: BENCHMARK:#252, BRASS DISK-NOT MARKED Pft t0 00*V k°PWdm Final SITE ADDRESS:7148 SW GONZAGA ST,TIGARD OREGON 97223 LOCATION:SE CORNER OF SW 72ND AVE.AND SW HAMPTON ST. 4 f lata fod „ ,,,,pm�m ELEVATION:222.84 FEET LOCATED IN SECTION 1,TOWNSHIP 2 SOUTH,RANGE 1 WEST,WILLAMETTE MERIDIAN, REVIEWED FOR CITY OF TIGARD,WASHINGTON COUNTY,OREGON BASIS OF BEARINGS . BASIS OF BEARING WAS DERIVED FROM THE FOUND AND HELD MONUMENTS,AS SHOWN CODE COMPLIANCE HEREON, MARKING THE SOUTHERLY RIGHT-OF-WAY LINE OF SW GONZAGA STREET,BEING SOUTH 88°20'55"EAST, PER SN 30904. Approved plans shall be on job site. OREGON UTILITY OFFICE COPY NOTIFICATION CENTER I-800.332-2 344 Drawing: 1101F, �a COVER SHEET PROJECT TEAM ARCHITECT CONTRACTOR CIVIL ENGINEER SURVEYOR LANDSCAPE ARCHITECT GEOTECHNICAL ENGINEER STRUCTURAL ENGINEER SCOTT EDWARDS ARCHITECTURE CENTREX CARDNO CARDNO CARDNO TERRA DOLCE CONSULTANTS, INC. KPFF .lob No: 1310 ATTN:BRIAN MARES ATTN:STEVE LEASURE ATTN:SETH GAREY ATTN:ERIC LYNCH ATTN: PAT GAYNOR ATTN:CYNTHIA L. HOVIND ATTN:JERRY L.ABDIE 2525 E BURNSIDE STREET 8250 SW HUNZIKER ROAD 5415 SW WESTGATE DR,SUITE 100 5415 SW WESTGATE DR,SUITE 100 5415 SW WESTGATE DR,SUITE 100 4706 NE 75TH AVE. 111 SW FIFTH AVENUE,SUITE 2500 Date: 10/08/13 PORTLAND,OREGON 97214 TIGARD,OREGON 97223 PORTLAND,OREGON 97221 PORTLAND,OREGON 97221 PORTLAND,OREGON 97221 PORTLAND,OREGON 97218 PORTLAND,OREGON 97204 PHONE:503-226-3617 PHONE:503-684-0443 PHONE:503-419-2500 PHONE:503-419-2500 PHONE:503-419-2500 PHONE:503-502-5114 PHONE:503-227-3251 Sheet No: FAX:503-226-3715 FAX:503-620-6692 FAX:503-419-2600 FAX:503-419-2600 FAX:503-419-2600 FAX:503-227-7980 C=000 CARDNO PROJECT#21302390 FD 5/8- YPC °LODESTAR" UP 0m6' HITTURE LLP FD 5 C -KURAHASHI ASSOC INC- . D, 5/ � IR DN.eS - / 2525 E. Burnside t., Portland, 7214 '�� ; phOn :(503) 2263617 n llp.com �' — _ FD 5/S°� YAC 'LODESTAR" -OHW 0 — = ----------- G _ _ _ -G G S G �I t n 1 < ._.._._ LJ '-'- - - - Vi'i"YV Q G a A g d. b a dp a. Ya . P 8 a a .. 0 _ (i T r � r _ --------------- -G s 00 - S - SS S , s'. ss t , i -�; S ' o - S S , S f ss ss s S t 2 �� f `ss 00 , LU 0 CENTREXCONSTRUCTION, INC. A iAT1COMMERCIAL INDUSTRIAL AVIATION I W 3. , 3 , 1N2 , , S 30 00 a S. p : � �.� -' � �, .. RO ® a. SDSD �: Fly ,g S { BASIS OF BEARINGS 7776PE p �o F a a �a. a .� �5� 5 �*2C° 5°' 9 FD pp�qq�t g e� a a F E a 4.39 ( a s® ae ss._ e / .� FD C98° t,dN 4.e6a E '----�—'�E E,• �. . D 5/ IR CHASE JONES ASSOC DN I' o / o''� � �. p FIELD FOR BASIS OF BEARINGS' 0.16 NORTH = ORE 2 1 3 TYP, g — , . F D 5/ " I R U P O.1° ° 10, 7, HELD FOR BASIS OF BEARINGS Pa EXISTING BRICK BUILDING EXPIRATION DATE:06/30/15 LEGENDEXISTING BRICK BUILDING -� - EXISTING BOUNDARY LIFE _ o FIRE HYDRANT EXISTING CENTERLINE WATER VALVE EXISTING RIGHT-OF-WAY LINE ® _ WATER METER BOX EASEMENT LINE N co o o v, - SPRINKLER VALVE - BUILDING OVERHANG LINE E- - GUY WIRE X - FENCE LINE, TYPE AS NOTED a W - UNDERGROUND WATER LINE -0 - UTILITY POLE THE ADRIENNE 1 TL- 28101AC00900 SANITARY SEWER LINE'( SS - - STREET LIGHT (COBRA ARM) 1 4. - SHOEBOX LIGHT (SINGLE) SD - STORM DRAINAGE LINE TRANSFORMER UNDERGROUND ELECTRICAL LINE WOOD SHIED ON cn STREET LIGHT JUNCTION BOX 7148 SW GONZAGA STREET CONCRE T :BLOCKS I T- - - UNDERGROUND TELEPHONE LINE P 0 - ELECTRICAL VAULT ii TI s OREGON f 7 _ OHW - OVERHEAD WIRE 0 _ TELEPHONE VAULT G - UNDERGROUND GAS LINE PARKING LOT CTV - UNDERGROUND CABLE TV LINE CONIFEROUS TREE 'GRAVEL PAIN; � � -"" - � - BUILDING FACE EXISTING °° MAPLE — DECIDUOUS TREE TO E REM®VC? C3 - DENOTES FOUND MONUMENT AS NOTED, HELD 2 ` �: UNLESS OTHERWISE NOTED Shaping the fir O - BUSH OR HEDGE ROW PORTLAND EXISTING ASPHALT SURFACEUNKNOWN CLEANOUT C 0 5415 SW WESTGATE DR,STE 100,PORTLAND,OR 97221 TEL:( )419-2500 FAX:(503)419-2600 o _ EXISTING CONCRETE SURFACE O - BOLLARD - - oP GATE POST - - o - EXISTING GRAVEL SURFACE MAILBOX FD 5/8 YP / Cv "DEA INC, �: — SIGN -- FOOT PATF6 cv -_- 226 - --- --- 5�5�- "! 1-2.9��, - GAS VALVE SN - DENOTES SURVEY NUMBER PER 1 - GAS METER COUNTY SURVEY RECORDS LANDSCAPING F3UM. R FD - DENOTES FOUND o _ - SEE SANITARY SEWER TABLE IR - DENOTES IRON ROD o ' I� 4 SC -•- SANITARY SEWER CLEANOUT - DECIDUOUS TREE TO BE REMOVEDEXI BRICK BUILDING � PARKING LOT S - SANITARY SEWER MANHOLE - SEE STORM DRAINAGE TABLE - INLET PROTECTION (SEE DETAIL ON SHEET C--403) PARKING LOT - CATCH BASIN I o -- CURB INLET - SEDIMENT FENCE (SEE DETAIL ON SHEET C-403) I o - DITCH INLET oQ - STORM DRAIN MANHOLE DATUMfON CONTROL NOTES STORM DRAINAGEI T ELEVATION DATUMS:CITY OF TIGARD(NGVD 29147) � INSTALL CONSTRUCTION ENTRANCE PER DETAIL ON SHEET 1 CATCH BASIN CATCH BASIN 1 SANITARY SEWER MANHOLE BENCHMARK:#252,BRASS DISK-NOT MARKED 0.405, RIM=220.22' RIM=230.95" RIMS=23616' LOCATION:SE CORNER OF SW 72ND AVE.AND SW HAMPTON ST, 12-PVC(E)=217.69° 10°'PVC(S)=227.43' 8-PVC(E)=229.53` ELEVATION:222.$4 FEET INSTALL SEDIMENT FENCE PER DETAIL ON SHEET 0-405 12-PVC(S)=217.62' SUMP=226.60' 8"PVC(W)=229.44' BASIS OF BEARINGS L..mee.J 12-PVC(N)NOT FOUNDINSTALL INLET PROTECTION PER DETAIL ON SHEET"0-405 IE 12"PVC=227.93' 2 SANITARY SEWER MANHOLE BASIS OF BEARING WAS DERIVED FROM THE FOUND AND HELD MONUMENTS,AS SHOWN HEREON, RILING THE SOUTHERLY CATCH BASIN RIM=219,77' RIGHT-OF-WAY LINE OF SW GONZAGA STREET,BEING SOUTH 88'20'55"EAST,PER.SN 30904. RIM=219.63° DITCH INLET 8"PVC(E)=21133' REMOVE EXISTING MOOD SHED PER OWNER DIRECTION 12-PVC(N)=217.61` FLOWLINE @ RIM=226.06 'PVC(N)=211,65' E�, I 12-PVC(S)=217.54' 8"PVC(S)=211.70° NOTES12'" C(NE)NOT FOUND 9 DITCH INLET 1.MANHOLES SHOWN HEREON ARE TO CENTER OF 1 CURB INLET 2"PVC(W)=232.62 MANHOLE LID,NOT CENTER OF STRUCTURE, 2WLINE RIM 2 234,73" ' 2.THE SUBJECT PROPERTY CONTAINS 16,277 SQ,FT.OR 0,374 ACRES,MORE OR LESS. RIM=222.56' SUMP=23135' Drawing, 12"PVC(E)=219.72° 3.ALL LOT BEARINGS AND DISTANCES ARE RECORD FROM THE PLAT OF BEVELAND NO,2 AND ARE BASED ON MONUMENTS 12'PVC(W)=219,70' 1 CATCH BASIN FOUND PER SAID PLAT. RIM=233.24' 4 DITCH INLET 12'PVC(E) 230.62° EXISTING CONDITIONS & FLOWLINE @ RIM=227,92' 12"PVC(W)=230ZV UTILITY STATEMENT 12"PVC(E)=226,26' 10'°PVC(N)=231.41' EROSION CONTROL THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS, 12"PVC(W)=226,19' SUMP=229,94' THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE SUMP=224.90° AREA,EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND G DITCH INLET UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED,ALTHOUGH(S)HE DOES CERTIFY THAT THEY ARE LOCATED AS STORM DRAINAGE MANHOLE FLOWLINE @ RIM=233,16' ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE RIM=231.72' 10"PVC(S)=231.45' UNDERGROUND UTILITIES, 10"PVC(NW)=227,37° SUMP=229,90' 12-PVC(E) 227,42' Oo 12"PVC(W)=227.30' Job 1310 UNDERGROUND ACCURACY STATEMENT SUMP=226,97' DUE TO THE HAZARDOUS NATURE AND APPLICABLE OSHA REQUIREMENTS REGARDING CONFINED SPACES,IT IS WRG POLICY Date- 10/08/13 TO NOT SEND OUR FIELD STAFF INTO UTILITY MANHOLES TO RETRIEVE DEPTH AND SIZE INFORMATION, THEREFORE,ANY ELEVATION OR PIPE SIZE INFORMATION SHOWN HEREON IS SUBJECT TO AN UNCERTAINTY IN ACCURACY(DEPENDING ON f1 A DEPTH,SIZE,FLOW,AND CONSTRUCTION OF MANHOLE).IF A HIGHER ACCURACY IS NEEDED,THEN ADDITIONAL TIME, SIE A EQUIPMENT,AND PERSONNEL WILL BE REQUIRED TO GO INTO THE MANHOLE AND RETRIEVE THIS INFORMATION. SCALE: 1`--20` C-001 20 10 0 20 C RCNC PROJ CT#21302390 LEGEND EXISTING RIGHT OF WAY LINE EXISTING LOT LINE EXISTING CENTERLINE SCOTTI EDWARDS ARCHITECTURE LLP ® - - --— ——— -PR POSEDSAWCUT LINE 2525 E. Burnside St., Portland, OR 97214 EXISTING BUILDING FACE phone:(503) 226-3617 www.sealip.com PROPOSED CURB ..... ---- a _4 PROPOSED CONCRETE 7 . - --- ------ ...... ---- ------ ---- _— —--- ------ PROPOSED AC PAVEMENT SW GONZAGA ST PROPOSED OFFSITE IMPROVEMENTS ---- ----- ...... LU PREVIOUSLY APPROVED UNDER CENTREXCONSTRUCTION, INC. SEPARATE PERMIT(#PF12012-00039) PARKING COUNT AVIATiON COMMERCIAL INDUSTRIAL f—— — — —— — — — — — — — —— — ——— — —— —— — —— — -7 STANDARD STALLS 14 Q COMPACT STALLS 10 (50% MAXIMUM) - ----- ADA STALLS 1 1, 4 10 TOTAL 25 PRO 4 7,1 4 -4 4 I N 0 4 x 7-77— E 4, 77876PE 7 SITEAREAS 13 7 ---- --- SITE AREA 15,712 SF 0.361 AC iz "A OREGON 5 0 0 10, TOTAL LANDSCAPE AREA 2,893 SF 0.066 AC c� G� � 15 LANDSCAPE AREA LOCATED 273 SF 0.006 AC h EXPIRATION DATE:06/30/15 IN BUMPER OVERLAY ZONE (TYP) PROPOSED BUILDING 1 i 1;m 3 REMAINING LANDSCAPE AREA 2,620 SF 0.060 AC v 441 LANDSCAPE PERCENTAGE 167% (15% REQUIRED) 5 PER CITY CODE 15 , 16 ad THE ADRIENNE 6 5 J 4 10 4 CONSTRUCTION NOTES 7148 SW GONZAGA STREET TIGARD, OREGON 97223 CONSTRUCT STANDARD CONCRETE CURB, SEE DETAIL ON SHEET C-400. (7 El 14 p S CONSTRUCT AC PAVEMENT PER DETAIL ON THIS SHEET. c INSTALL 4"WIDE WHITE PAINTED STRIPE(TYP), J ceownall INSTALL VAN-ACCESSIBLE A.D.A. PARKING STALL STRIPING&SIGNAGE PER DETAIL Shaping the Future Typ) ON SHEET C-400. SIGNAGE TO BE BUILDING MOUNTED. 4 3 1 v 12 PORTb I. LAND CONSTRUCT STANDARD SCORED CONCRETE SIDEWALK PER DETAIL ON 5415 SW WESTGATE DR STE 100,PORTLAND,OR 97221 nTEL-(503).1942 500 FAX:(503)419-2600 SHEET C400. SEE SHEET C-200 FOR DETAILED GRADING, www.cardno.com 11 INSTALL ADA RAMP,SEE DETAIL ON SHEET C-400. 4 7 PROPOSED TRASH ENCLOSURE, TRASH ENCLOSURE SHALL HAVE NO CENTER POST AT ACCESS POINT, GATES NEED TO BE HINGED IN FRONT OF WALLS NOT INSIDE OF WALLS. ---------- FULL SWING GAPE REQUIRED. GATES MUST BE ABLE TO BE PINNED IN THE OPEN AND CLOSED POSITION (LOCK BACK)-TO KEEP GATES FROM POTENTIALLY SWINGING INTO VEHICLES, 71 7 - ----- % SEE ARCHITECTURAL PLANS FOR INFORMATION, --- ---- ---- INSTALL LANDSCAPE BLOCK WALL PER MANUFACTURERS RECOMMENDATIONS, SEE GRADING PLAN FOR WALL HEIGHTS. DAYLIGHT WALL DRAINAGE. ii NOTE NOT USED, INSTALL 2 SPACE BIKE PARKING, SEE DETAIL ON SHEET 00400, 11 TRANSITION CURB TO ZERO EXPOSURE OVER 2% 12 FLUSH CURB AT WALKWAY. 13 PAVEMENT TO TRANSITION TO ZERO EXPOSURE CURB, QM111111111,"', M, 3" COMPACTED ASPHALTIC CONCRETE SEE SHEET C-200 FOR DETAILED GRADING. (LEVEL 2, 1/2" DENSE, PG64-22) INSTALL RECYCLED RUBBER CURB STOP. SEE DETAIL ON SHEET 0-400, 8" COMPACTED 3/4"® p AGGREGATE BASE PAINT CURB WITH "NO PARKING FIRE LANE". WOVEN GEOTEXTILE SEE DETAIL ON SHEET 0-400. (LINQ—GTF 300 OR EQUIVALENT) INSTALL MONOLITHIC CURB AND SIDEWALK IN LOCATIONS WHERE SIDEWALK/CONCRETE IS LOCATED AT BACK OF CURB. SUBGRADE PROOF—ROLLED PER GEOTECH SEE DETAIL ON SHEET 0-400 REPORT PREPARED BY TERRA DOLCE Drawing: CONSULTANTS, INC. DATED JANUARY 28, 2012 AC PAVEMENT SECTION SITE PLAN UNDOCUMENTED FILL TO BE REMOVED PER GEOTECHNICAL ENGINEER RECOMMENDATIONS. Job No, 1310 Date: 10/08/13 Sheet No: SIE A I:= SCALE: 1d--20' C- 1 00 20 10 0 20 CARDNO PROJECT#21302390 LEGEND I -EXISTING RIGHT OF SAY LINE ® -EXISTING LCT LINE — -EXISTING CENTERLINE SCOTTI EDWARDS ARCHITECTURE LLP 1 — —— — — — — -PROPOSED SAWCUT LINE -EXISTING BUILDING FACE 2525 Em BurnsideSte, Portland, R 97214 �— -----, � ---�:- --�-�;;---�R- --�-- _--- Ph a( 03) 226-3617 www.sealip.com PROPOSED COIR PROPOSED CONCRETE i -PROPOSED AC PAVEMENT SW GONZAGA ST PROPOSED OFFSITE IMPROVEMENTS PREVIOUSLY APPROVED ANDER TI ON, INC SEPARATE PERMIT(# FI2012-00039) 17,0a — — AVIATIONCOMMERCIAL ii u s R€ a 30.00' NOTE z --- _ -ALL CURB RADII ARE TUNLESS OTHERWISE NOTED ,. E7 7 6.00@ .00' — —' — — ` ��DPRC? r, 7.5f171 � F= ORE ON �s = 12.50 5.00, Qj 6.00` I " / a EXPIRATION DATE:06/30/15 &501 BUILDINGI a ° ! 6.a 17.50@ 91.0 0, -.� a E �� i 13s 0 � 1.50' 3� k1lt� {I OVERHANGZONE �� L SEE DETAIL A 2600, , I ON THIS SHEET ,r THE ADRIENNE 17 93,59 06Aa0 650 6,50. 7148 SW GONZAGA STREET TIGARD, OREGON 97223 I 16.50' am im 1 I 18.50` I: 1 t. 1 SCALED 1°e 10' �j NNW now OBO CC rw"40 WNW now .I $ hi Fr 6. SRa24.a6.00` PORTLAND do IJ 1500, 'No OR 111!IR 5415 SW WESTGATE DR,STE 100,PORTLAND,OR 972.21 €:( )419-2500 FAX:(503)419-2 7.K.-. a 3..50' .: DETAIL SEE SFA E` 3.5x1 6 ON THIS SHEET I 13. 0 16°00° f 69,50' a 2.D08 663 fF:5.a0® 9f/Y. 10.a0 d 5,00` 3.00® 4.001 . a° 1200' 4.00` I mm mm mm ON mm mm mm mm NMI DETAIL B SCALE: 1'@ - 1 ' Drawing, DIMENSION PLAN Joh No, 131 SIE A Date- 10/08/13 Sheet No: SCALE.- 1`--20' C- 1 01 20 10 a 20 CARDNO PROJECT#21302390 LEGEND EXISTING RIGHT OF WAY LIME ® ® EXISTING LOT LIME r - -EXISTING CENTERLINE _.....-_ ............. ........ __�� - - - - - -235 - m� 5_ _ e _ _ - EXISTING 5' CONTOUR ARCHITECTURE LLP ------ 3 ---------- -EXISTING V CONTOUR _ i _ _ Portland, R 97214 __ _ n 226 3617 www.sealip.com a 236 PROPOSED 1 CONTOUR _ t P -------- �.,.� t _. I' PROPOSES SAWCUT LIN ;. ;f PROPOSED RIDGE LINE C �..,^: 'i.{' /t L'?�' t?..2a S.J b. .tN. t;✓:.' � .-_._ C ' _, ..._._ _.-._.- --_."_._ iw,_ ._._ - -_ ..__. f l EXISTING BUILDING FACE SW ;°. ; -PROPOSGONZAIED CURE &x "PROPOSED OFFSITE IMPROVEMENTS � V°� PROPOSER CONCRETE PREVIOUSLY APPROVED UNDER -- - - - SEPARATE TEPEt MIT PFI2012�00039) ` 10 lip e PROPOSED SEDIMENT FENCE S:229,84 ��2O.o3_ _ _ _ -�03�(SEE DETAIL ON SHEET C T i I , INC. 5;230 z _ _. . _._ ` C:229.71 .10 INDUSTRIAL AViAT10N CONS ERCI L _ a5 :229.71, - PROPOSED INLET PROTECTION _ TC:226.74 _ T (SEE DETAIL ON SHEET C-403) IWim.. _ __ _ .. SG:22$.74_ . _ ` „ ; - ._ 1' EXISTING STORM MANHOLE ek nr, 2T�. 29.20 _: _ PRO 11 _ . -� Bc:22 .70 �� - c _ EXISTING STORM INLET s ` U r .. _ d N. 5:230.15 PROPOSED STORM MANHOLE i 5 :225.66 �77$76PE� - ------ PROPOSED STORM INLET BC:226°56 w` m T 0;230.05 5:230.15 Al BC:229.55 ". ORE N 10, R:228.46 _ FR =15 '€ ABBREVIATIONSEXPIRATION OATS:06130/15 I, 1! !11 TW ®PROPOSED TOP OF WALL .__ SEE DETAIL it i' , ON THIS SHEET FG �.FINISH GRADE AT BOTTOM OF WALL t IC PROPOSED SOTTOM OF CURS t€� Elly �i� f. TC PROPOSED TOP OF CURS SEE DETAIL A S ®PROPOSED SPOT ELEVATION 8:227.99 I ON THIS SHEET i° R -PROPOSED RIM ELEVATION I c FF ®PROPOSED FINISH FLOOR ELEVATION 3.6% IF now ME= no= Ell S:230.15 �.`I ;r _ , (EX} DENOTES ELEVATION MATCHING EXISTING _ NOTE:ALL GCE EXPOSURES ARE � UNLESSTHE ADRIENNE _ 5 :229.55 � OTHERWISE NOTED I f ZZZ T 2230.06 I BC:229M fADA NOTE n' o' 7143 SW GONZAGA STREET fF ` PAVEMENT IN A.DA° PARKING AREA TO BE TI 97223 .229330 �L� f 1 1 ��= x ;229.33 2% MAXIMUM SLOPE IN ANY DIRECTION :229.26 �.. I SO:22930 3? TC:22&69 2zg BC:229.31SITE DATA R:225.3� t. u `t 0:226.65 5:226.60 I , 0:228.65 . . I3C:22 .53 . TOTAL DISTURBED AREA: 15,712 SF Shaping a Future TRASH ENCLOSURE � r 50:225.50 5 :226.63 PORTLAND 5:225.75 -�> ` EROSION CONTROL GENERAL NOTE 5415 SW WES'TGAT"E DR,STE 100,PORTLAND,OR 97221 << � SO:22~3.94 _ BC:22610 TEL:(503)419 m 2500 Fes:(503)419 a 2600 50:225.96 T :229,15 B0:226.97 s ti �r.- _ SEE SHEET C-405 FOR EROSION CONTROL NOTES AND DETAILS wwwcardno.com 5:229.32 F :226,77 f .J r ------ -- - T/U:22$.00 F :227.36 :226.45 FO 226 65 „ ? ` _ l SCAL& 1 x-20' I 0 10 0 2 I R ( 5:229,66 5:229.66 j 5:230.15 S:230.15 , 5:230.15 !I i ii S:230.15 s S:230,15 J, BQ229.56 0 cli 6.2% 8.2% 5:230.06 4 � - - T'0:230,05 TTC.230.06 ( ` 0:230.06 5 :229.55 �- 5 :229.56 SO:229.56 C:229,57, T'0:229.57 0. �d�'' T ®0,7�6� C:229. 6 C:22s, 6 'i 5:230.15 ° -rC:230.05 a ZO% Drawing: �m � � � ~�:22s. 5 � � { „ 1 , t 5:230.15GRADING PLAN Lg # ---- - --------------- 5 :229.21 5:229.19 5.229.19 5,229.20 5c:229.19 Lm m m = mm DETAIL A DETAIL B sO No: 1310 SCALE: 1"= 10` SCALE: 1"= 10® SIE A Date: 10/08/13 Sheet No, C-200 OA DNO P 03ECT#21302390 LEGEND EXISTING RIGHT-OF-WAY LINE EXISTING LOT LINE SCOTTI EDWARDS RE EXISTING CENTERLINE ARCHITECTULLP EXISTING EASEMENT 2525 E. Burnside St., Portland, OR 97214 is PROPOSED BUILDING Phony:(503) 226-3617 www.sealip.com PROPOSED CURB SD k --- ss-- EXISTING SANITARY SEWER LINE I -7 ......... . ....... _7 4 J ------- W EXISTING WATER LINE SW GONZAGA ST ,�7 rza 'v- SS------ EXISTING SANITARY SEWER LINE w PROPOSED WATER LINE - ----- SS- PROPOSED SANITARY SEWER LINE PROPOSED OFFSITE IMPROVEMENTS PREVIOUSLY APPROVED UNDER - ----- PROPOSED STORM DRAIN PIPE CENTREXCONSTRUCTION, INC. 5 i SEPARATE PERMIT(#PF12012-00039) EXISTING STORM DRAIN MANHOLE 27LF AVIATION COMMERCIAL INDUSTRIAL ---- ------ 6 7- PROPOSED CATCH BASIN 14 5 12 PROPOSED CLEANOUT 0 z EXISTING FIRE HYDRANT PROPOSED STORM MANHOLE V, 3 PRO ILI L= PROPOSED FIRE HYDRANT /�Y<) w'NTI 7 :9> PROPOSED WATER METER E IN 9 J, 7 876PE 2_ 7 gg r`7 CD w OREGON 38.6LF 10 Z "Al 4 1; 11 4 3 12 4 @ 0.50/® 14LF 4 5 'PROPOSEDc GAS METER LOCATION A v �i 1 COORDINATE INSTALLATION WITH NW NATURAL Af, WA TER CONS TRUC TION NO TES EXPIRATION DATE:06/30/15 65LF 8 PROPOSED BUILDING SDlMH-1 9 TLA TIN VALLEY WATER DISTRICT TO INSTALL 2"WATER SERVICE AND METER CONFIRM SIZING WITH Ido 3a1BUILDING PLUMBING DESIGNER 4 12 38.7LF <�2> INSTALL 1 IRRIGATION WATER SERVICE WITH 1 METER AND DCVA PER DETAIL ON SHEET C-401.SEE 0.50% ! Jill IRRIGATION PLANS FOR CONTINUATION. 3 @ 70LF 10 1 a i 3 INSTALL 2" DOUBLE CHECK ASSEMBLY PER DETAIL C-401 SID 6 4 INSTALL 33.5 LF DOMESTIC WATER PIPE STUB LINE 5 FEET FROM BUILDING, L. THE ADRIENNE --- -- ---- ---- ---- 5 INSTALL 6" HOT TAP OF EXISTING WATERLINE AND 6"GATE VALVE(MJ X MJ). INSTALL THRUST BLOCK PER 32.OLIF TVWD SPECIFICATIONS, 4 0.50% _ 6 INSTALL 6"CLASS 52 DUCTILE IRON WATER LINE. MECHANICALLY RESTRAIN ALL JOINTS AND FITTINGS, sI I 7148 SW GONZAGA STREET IGARD, OREGON 9,6 LF 7 PROPOSED FDC, T 97223 13 3 SDCO-1 7 1 8 INSTALL 6"C900 PVC PIPE LINE. MECHANICALLY RESTRAIN ALL FITTINGS AND JOINTS. J „r i < 9 > INSTALL 1 1/2" IRRIGATION CONNECTION AND DCVA PER TVWD STANDARDS ON SHEET C-401 SDCO-2 7 3 633LIF SEE IRRIGATION PLANS FOR CONTINUATION. @ 1,50% Shaping the Future SDCO-3 10 FIRE SERVICE CONNECTION AT BUILDING, STUB LINE 5 FEET FROM BUILDING. 7 SDOB POR 2 TLAND SDCO-4 5415 SW WESTGATE DR STE 100,PORTLAND,OR 97221 7 INSTALL DCDA AND VAULT, SEE DETAIL ON SHEET C-401. DAYLIGHT SUMP PUMP LINE TO WEEPHOLE IN TEL(503)419-2500 FAX:(503X419® 2600 ONSITE CURB. INSTALL POWER AND ALARM CONDUIT TO BUILDING. wwwcardno.com 71.2LF 4 Q2 INSTALL 4"CLASS 52 DUCTILE IRON FDC LINE. MECHANICALLY RESTRAIN ALL JOINTS AND FITTINGS. TRASH ENCLOSURE SEWER CONSTRUCTION NOTES _41 1 16"SANITARY SEWER CONNECTION AT BUILDING. STUB LINE 5 FEET FROM BUILDING. IE:226.15'. CONFIRM CONNECTION LOCATION AND INVERT WITH BUILDING PLUMBING DESIGNER. _71 CONNECT TO EXISTING SANITARY STUB AND INSTALL SANITARY CLEANOUT AT PROPERTY LINE. ( 27 CONTRACTOR TO VERIFY CONNECTION SIZE, LOCATION,AND INVERT AND NOTIFY ENGINEER. LINE FROM EXISTING STUB TO CLEANOUT TO BE INSTALLED PER CITY OF TIGARD STANDARS, t" ��3 INSTALL 78 LF 6"PVC D-3034 SANITARY SEWER PIPE AT 2% MIN. 11_ STORM GENERAL TES SANITARY SEWER GENERAL NOTES CD INSTALL SANITARY CLEANOUT, 1, ALL STORM SEWER CONSTRUCTION AND MATERIALS SHALL CONFORM TO SEE DETAIL ON SHEET C-402. THESE PLANS AND THE APPLICABLE REQUIREMENTS OF THE UNIFORM 1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS RIM:228.73 PLUMBING CODE,AND THE APPLICABLE REQUIREMENTS OF THE CITY OF SPECIFIED BY CITY OF TIGARD AND THE OREGON PLUMBING CODE. INVERT TO BE VERIFIED PRIOR TO CONSTRUCTION, 2. ALL WORK IN PUBLIC EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF TIGARD TIGARD. DESIGN STANDARDS AND SPECIFICATIONS. 2. NO DRAINAGE PIPING OR PART THEREOF, WHICH IS CONSTRUCTED OF 3. EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLYAND IT SHALL BE THE STORM CONSTRUCTION NOTES MATERIALS OTHER THAN THOSE APPROVED FOR USE UNDER OR WITHIN A CONTRACTOR'S RESPONSIBILITY TO VERIFY THE CORRECT LOCATIONS BEFORE DIGGING. BUILDING, SHALL BE INSTALLED UNDER OR WITHIN FIVE(5)FEET OF ANY BUILDING OR STRUCTURE, OR PART THEREOF, NO LESS THAN ONE(1) 4. THE CONTRACTOR SHALL LOCATE AND VERIFY OTHER UNDERGROUND IMPROVEMENTS 1 404 ROOF DRAIN CONNECTION, IE:227.01 PRIOR TO CONSTRUCTION. FOOT BELOW THE SURFACE OF THE GROUND. (EXCEPT IN AREAS WHERE DIP IS SPECIFIED). THIS INCLUDES STRUCTURES SUCH AS PORCHES AND 5. ALL PIPE TO BE INSTALLED WITH IMPORT PIPE BEDDING PER THE DETAIL ON THIS INSTALL STANDARD TRAPPED CATCH BASIN, STEPS, WHETHER COVERED OR UNCOVERED, BREEZEWAYS, ROOFED SHEET SEE DETAIL ON SHEET C-402. PORTE-COACHERES, ROOFED PATIOS, CARPORTS, COVERED WALKS, 6. THE CONTRACTOR SHALL COORDINATE WITH THE CITY OF TIGARD PRIOR TO ALL WORK ITHIN THE PUBLIC EASEMENTS. INSTALL 4" HDPE N-1 COVERED DRIVEWAYS,AND SIMILAR STRUCTURES OR APPURTENANCES, W2 PIPE. 37E'CONN LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE INFORMATION. . ALL SEWER CONNECTIONS NOT MADE AT A STRUCTURE TO BE TO PRIVATE MAINS AN® 'VEER CONNECTIONS TO PUBLICMAINS. IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY DEPTH AND INSTALL 6" HDPE N-12 PIPE. LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER OF ANY DISCREPANCIES IN THE PLANS. CALL FOR LOCATES WATER GENERAL T 5 INSTALL FOOTING DRAIN. SEE DETAIL ON SHEET C-402. AT LEAST 48 HOURS PRIOR TO CONSTRUCTION, 4, THE CONTRACTOR SHALL AT ALL TIMES ABIDE BY APPLICABLE SAFETY t ALL WATER LINES AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE WITHCLEANOUT DATA CATCH BASIN DATA MANHOLE DATA PROPOSED STOP FILTER CATCH BASIN PER DETAIL ON SHEET 0-404. Drawing- RULES OF O.S.H.A.AND IN PARTICULAR THOSE PERTAINING TO ADEQUATE TUALATIN VALLEY WATER DISTRICT CONSTRUCTION STANDARDS, DRAWINGS AND THE SEE DATA TABLE ON THIS SHEET. SHORING AND TRENCH PROTECTION OF WORKMEN. UNIFORM PLUMBING CODE SDCO-1 SDCB-1 SDMH-1 5. RIM ELEVATIONS OF MANHOLES AND CLEANOUTS WITHIN PAVEMENT ARE 2. MECHANICAL JOINT FITTINGS SHALL CONFORM TO AWWA 0110 AND SHALL BE OFA RIM=228.33' TRAPPED CATCH BASIN RIM: 228.46 INSTALL STORM CLEANOUT, UTILITY PLAN APPROXIMATE, FINAL FINISHED RIM ELEVATIONS SHALL MATCH FINISHED CLASS AT LEAST EQUAL TO THAT OF THE ADJACENT PIPE. IE(6")=225.85' RIM: 228.38 IE IN (6"SW)=225.50 SEE DETAIL ON SHEET C-402.SEE DATA TABLE ON THIS SHEET. PAVEMENT GRADES. 3. CONTRACTOR SHALL PERFORM ALL NECESSARY PRESSURE AND LEAKAGE TESTS ON ALL IE OUT(6"N) ®226.22 IE IN (6"E)= 224.65 6. ALL TRENCHES PARALLEL TO THE BUILDING SHALL BE KEPT OUT OF THE WATER LINES PER CITY OF TIGARD WATER STANDARDS, SDCO®2 IE OUT(6"N) 224.65 INSTALL 4" HOPE N-12 STUB FOR WALL DRAINAGE. ANGLE OF REPOSE FOR THE BUILDING FOOTING. 4, ALL FITTINGS SHALL BE RESTRAINED PER CITY OF TIGARD WATER STANDARDS. RIM=228.49' SDCB-2 7. CHANGES IN DIRECTION OF DRAINAGE PIPING SHALL BE MADE BY THE 5, PRIOR TO BEING PLACED IN SERVICE, THE WATER LINES AND SERVICES SHALL BE IE(18-)= 224.65' STORMFILTER CATCH BASIN PROPOSED FLOW CONTROL MANHOLE, SEE DETAIL ON SHEET C-403. APPROPRIATE USE OF APPROVED FITTINGS AND SHALL BE OF THE ANGLES FLUSHED, STERILIZED,AND TESTED,ALL IN ACCORDANCE WITH CITY OF TIGARD WATER RIM: 227,99 SEE DATA TABLE ON THIS SHEET. PRESENTED BY ONE-SIXTEENTH BEND, ONE-EIGHTH BEND, OR ONE-SIXTH STANDARDS AND UNIFORM PLUMBING CODE BY THE CONTRACTOR. SDCO-3 IE IN (6"S)=225.69 1 O INSTALL 18"HDPE N-12 DETENTION PIPE @ 0%SLOPE. BEND OR OTHER APPROVED FITTINGS OF EQUIVALENT SWEEP, 6, TUALATIN VALLEY WATER DISTRICT SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO RIM = 225.60' IE OUT(6"N) 225.69 Job No- 1310 8. INLET AND OUTLET CONNECTIONS SHALL BE MADE BY THE USE OF A ANY WATER LINE CONSTRUCTION. IE (18") =224.65' FLEXIBLE COMPRESSION JOINT NO CLOSER THAN 12"AND NO FARTHER 7, CONTRACTOR SHALL MAINTAIN A MINIMUM OF 36"COVER OVER THE WATER LINE. G INSTALL BACKWATER CHECK VALVE. THAN 36"FROM THE MANHOLE, NO FLEXIBLE COMPRESSION JOINT SHALL 8. LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE INFORMATION. IT IS THE SDCO-4 SEE DETAIL ON SHEET 0-402. Date, 10/08/13 BE EMBEDDED IN THE MANHOLE BASE. MANHOLES SHALL HAVE A CONTRACTORS RESPONSIBILITY TO FIELD VERIFY DEPTH AND LOCATION OF EXISTING RIM =228.70' SMOOTH, UNIFORM WATERWAY WITH CHANGES OF DIRECTION MADE WITHUTILITIES PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER OF ANY DISCREPANCIES I E(18") 224,65' @ INSTALL FRENCH DRAIN WITH 4"PERFORATED PIPE, Sheet No- SIE A THE APPROPRIATE SWEEP OFFSET AS PER THE OREGON PLUMBING IN THE PLANS. CALL FOR LOCATES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. SEE DETAIL ON SHEET C-402. SPECIALTY CODE OPEN-GRATE LIDS WILL NOT BE ALLOWED ON ANY R ALL ON-SITE DOMESTIC WATER SERVICE BEHIND METER SHALL BE INSTALLED BY 13 INSTALL BACKWATER VALVE. SEE DETAIL ON SHEET C-402. SCALE.- IA�--20' MANHOLE. LICENSED PLUMBERS WORKING FOR A LICENSED PLUMBING CONTRACTOR. 9. ALL PRIVATE STORM SEWER CONNECTIONS NOT MADE ATA STRUCTURE 10. WATERLINE SHALL MAINTAIN A MINIMUM OF 18"VERTICAL CLEARANCE FROM SEWER CONNECT TO EXISTING 12"STORM LINE USING 12"x6" INSERTA TEE C-300 TO BE'WYE'CONNECTIONS. LINES ATALL TIMES. APPROXIMATE INVERT AT 12"LINE:224.27 20 10 0 20 GARDNO PROJECT#21302390 RESERVES ALUMINUM SIGN ° PARKING PLATE, BAKED A ENAMEL, SEE SIGN 7-8DETAIL ON THIS SHEET FOR D BUILDING FACE DIMENSIONS.� SCOTT ARCHITECTURE LLP� BUILDING MOUNTED A.D.A. < E RAMP WINGS SIGN R7-8P PARKING SIGN. SEE DETAIL 2525 E. Burnside St., Portland, OR 97214 VAN ON THIS SHEET. ®� : � 226-3617 w . 11r� JEA ' x I WHERE SHOWN G ALUMINUM SIGN ON PLANS %.;p [A v 1. L.1 f SEE DETAIL ON H G 6.0' 5 THIS SHEET 3.0 4� fi,a ��Fes. PARKING K PER BUILDING MOUNTED A.D.A SIGN NOT TO SCALE PLAN � 4" WIDE WHITE STRIPES 2' O.C. AT 36 DEGREES 0.198 VARIES B CENTREXCONSTRUCTION, I CUR(SEE BN DONTTE 2" OF 3/4"-0BASE ROCK F H0 COMPACTED AVIATION « COMMERCIAL e INDUSTBIAL WHEEL STOP 2 SLOPE TYP{CAL A.D.A. PARKING PAVEMENT dl 9 0.33° �' a ,\ SYMBOL. SEE DETAIL ON p PROF CURB 0.11 SUBGRADE EE" NOTE 5 THIS SHEET. PER PLAN �� WNE 7 (6' MIN STANDARD, � 77876PE ES: � 0.50' NO S� MIN FOR WHEELCHAIR II (2® WHEN LOCATED IN � PACT STALLS) 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OR VAN ACCESSIBLE) ORE PLACEMENT OF 3000 P.S.I. AT 28 DAYS Ch . PANELS TO BE FEET LONG. NOTE: CONSTRUCT/INSTALL FACILITIES IN 10 z° 3. EXPANSION JOINTS TO DE PLACED AT SIDES OF DRIVEWAY ACCORDANCE WITH ANSI 117.1-03 SECTION 502 � h' G, GPS° NOTES: APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS, AND AT TYPICAL / L EXPIRATION DATE:06/30/15 1. WHEEL STOP SHALL BE MADE OF 100% RECYCLED RUBBER. SPACING NOT TO EXCEED 45 FEET. NOT TO SCALE 2. DOWEL INTO PAVEMENT WITH 24" #4 REBAR. 4. FOR SIDEWALKS ADJACENT TO THE CURB AND POURED AT THE 1C_ C 3. PLACE WHEEL STOP CONSISTENTLY ON CENTER OF STALL. SAFE TIME AS THE CURD, THE JOINT BETWEEN THEM SHALL TES 4. CONTRACTOR TO USE BARCO PRODUCTS, GNR TECHNOLOGIES, INC. OR BE A TROWELED JOINT WITH A MIN. 1/2 INCH RADIUS. EMEDCO WHEEL STOP, OR APPROVED EQUAL. STROKE WIDTH) 4. THE WHEEL STOPS SHOULD BE STRIPED S STRIPES WITH REFLECTIVE 5. SIDEWALK SHALL HAVE A MIN. THICKNESS OF INCHES IF IT 1, SIGN BACKGROUND: WHITE, RETRO-REFLECTIVE SHEETING C } IS INTENDED AS A PORTION OF A DRIVEWAY. OTHERWISE YELLOW COLOR. SIDEWALK SHALL HAVE A MIN. THICKNESS OF 4 INCHES. 2. SIGN LEGEND: GREEN, RETRO-REFLECTIVE SHEETING 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF RECYCLED RUBBER WHEEL STOP SIDEWALK WITH DIA. PLASTIC PIPE AT 2 SLOPE. 3. TFi DISABLED PERSON PARKING SIGN IS USED TO DESIGNATE A ' BACKGROUND NOT TO SCALE CONTRACTION JOINT TO BE PLACED OVER PIPE. PARKING AREA RESERVED FOR VEHICLES WITH DMV PERMIT AS STATED. THE ADRIENNE 7. FINISH WITH BROOM AND EDGE ALL JOINTS. STANDARD SIDEWALK /LDIMENSIONS (INCHES) 6' S' ' NOT TO SCALE SIGN 714 A STREET A B C D E F G H J K A '' .. roe'': TIGARD, OREGON 97223 STANDARD 12 18 3/ 1-1/2R 4 2C 6 4 1 .. u 1:12 N ' 1:12 07MAX A � �� 5, FACE OF CUR baa A.D.A PARKING STALL SIGN ` 1/8 SLOPE TO FRONT NOT TO SCALEi 1 R 1/2" R n f Shapingthe Future a PORTLAND 5415 Siff WESTGATE DIR STE 101,PORTLAND,OR 97221 ADA RAMP GENERAL NOTES PAVEMENT NOTESB L:(503)419-2500 FAX:( 2600 1. TRANSITIONS BETWEEN RAMPS AND WALKS, GUTTERS, OR VEHICULAR WAYS , 1/2" RADIUS TOOLED JOINTwww `� SHALL BE FLUSH AND FREE OF ABRUPT CHANGES IN HEIGHT. MAXIMUM � 16 6" 4" 1. PAVEMENT MARKING BACKGROUND: OPTIONAL: BLUE, RETRO�R REFLECTIVE SLOPES OF ADJOINING GUTTERS AND ROAD SURFACE IMMEDIATELY ADJACENT ' 1" R 2. PAVEMENT LARKING STENCIL: WHITE, RETRO-REFLECTIVE TO THE CURB RAMP OR ACCESSIBLE ROUTE SHALL NOT EXCEED SLOPE. d d. } d . THE PAVEMENT MARKING STENCIL SHALL BE USED TO DESIGNATE AN 2. CURB RAMPS SHALL BE THE SAME WIDTH AS THE ADJACENT WALKWAY. 688 d 4 ACCESSIBLE PARKING AREA RESERVED FOR VEHICLES WITH DMV PERMITS. AC FINISH GRADE 3. SEE TACTILE WARNING TEXTURE DETAIL ON THIS SHEET FOR RAMP TEXTURE. t { 4 DIMENSIONS (INCHES) BASE COURSE / " dad C LEGEND 7YPICAL6" EXPOSURE 1 " d A B C D E F G NOT TO SCALE 4 P 2" MIN. COMPACTED 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 PSI AFTER 28 DAYS. o AGGREGATE BASE ROCK MINIMUM 28 24 3 2. EXPANSION JOINTS. A. TO BE PROVIDED: STATE HIGHWAY 41 36 4 1 AT EACH POINT OF TANGENCY OF THE CURB. TYPICAL A.D.A. PARKING SYMBOL 2 AT EACH COLD JOINT, 6at 69F 1/ - RAMP TEXTURE IS TO B FORMED WITH AN EXPANDED 3) AT EACH SIDE OF INLET STRUCTURES. NOTES- NOT TO SCALE 0 METAL GRATE PLACED AND REMOVED FROM WET CONCRETE 4 AT EACH END OF DRIVEWAYS. 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 PSI AFTER 28 DAYS. TO LEAVE A DIAMOND PATTERN AS SHOWN. THE LONG 4 AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. Uj IS OF THE DIAMOND PATTERN SHALL BE IN THE B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, DIRECTION OFT VEL. GROOVES SHALL B 1/03 DEEP . EXPANSION JOINTS. A AND 1/4" WIDE. JOINTS SURROUNDING RAMP TEXTURE WITH A THICKNESS OF 1 f INCH. A. TO BE PROVIDED: Uj SHALL HAVE A 4" SMOOTH FINISH BORDER. . CONTRACTION JOINTS. 1} AT EACH POINT OF TANGENCY OF THE CURB, A. SPACING TO BE NOT MORE THAN 15 FEET. 2 AT EACH COLD JOINT.) AT EACH SIDE OF INLET STRUCTURES. NOMINAL DIMENSIONS B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES. 4 AT EACH END OF DRIVEWAYS. F 4. BASE ROCK TO BE 3/4"-0" COMPACTED TO GEO REPORT RECOMMENDATION 4 AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. B VA AND SHALL BE TO SUBGRADE, STREET STRUCTURE, OR 4 IN B. MATERIAL TO BEPRE-MOLDED, ASPHALT IMPREGNATED, NON G 1l4- DEPTH, WHICHEVER IS GREATER. EXTRUDING, WITH A THICKNESS OF 1/2 INCH. ACCESS I H STANDARD AND FLUSH PRIVATE CURB . CONTRACTION JOINTS. E TACTILE __T 1 A. SPACING TO BE NOT MORE THAN 15 FEET. NOT T SCALE B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES. SIGN O. R?- 8P NOT TO SCALE L LC 4. BASE ROCK TO BE 3/4"®-0" COMPACTED TO GO REPORT RECOMMENDATION C1 r� AND SHALL BE TO SUBGRADE, STREET STRUCTURE, OR 4" IN NOTES Drawing: DEPTH, WHICHEVER IS GREATER. 1. SIGN BACKGROUND: WHITE, RETRO-REFLECTIVE SHEETINGSITE DETAILS I / 1L . SIGN LEGEND: GREEN, RETRO-REFLECTIVE SHEETING NOT TO SCALE 3. THE VAN-ACCESSIBLE SIGN SHALL ONLY BE USED WITH SIGN R7-8 TO �29[ 36 ] - - 42I067 1 DESIGNATE THE PARKING SPACES THAT HAVE AN ACCESS AISLE 8 FT 5[I26 ) Q OR WIDER. 16[ 1l 4[60mm] 1. PAINT CURBING BRIGHT YELLOW DIMENSIONS (INCHES} Job O: 1310 AND STENCIL WITH 1" WIDE BY x ' 07 , E SIGN A B C C1 E F G H L 6" HIGH LETTERS 'NO PARKING �rT� 24[61 l ate: 10/08/13 FIRE LANE' IN WHITE WHERE STANDARD 18 9 3/E 3/8 2-1/4 2D 1 1-1/2D 1-1/213 SHOWN ON PLAN. Sheet No, NO PARKING 1NTED CURB DETAIL ONE LOOP BIKE PMCK ACCESSIBLEVAN NOT TO SCALE NOT TO SCALE C-400 CARDNO PROJECT#21302390 mmmummmmmmmmomm IF ----------------—---—------------ 2n CATE CLASS VALVE - -DOUBLE CHECK VALVE A C==E= 31 w B FINISHED GRADE AC PAVEMENT REPLACEMENT, SEE NOTE 4 a .semz I SCOTTI EDWARDS ARCHITECTURE LLP 6" MIN. SEE NOTE 4. z SIE A 4' MIW MOUND EXCESS MATERIAL TO ALLOW PROPERTY LINE 12 MAX. FOR SETTLEMENT. CONTRACTOR SAWCUT CLEAN EDGE FOR SHALL RESTORE ALL LANDSCAPINGUj 2525 E. Burnside St., Portland, OR 97214 AC PAVEMENT REPLACEMENT. LATH ON PROP, TO PRE-EXISTING CONDITIONS. SAND SEAL JOINT, SIDEWALK LINE AT PUE. ph :(503) 226-3617 www.sealip.com EXISTING SEE NOTE 1. Ld XISTING 6J tt� GROUND AC PAVEMENT ---------------------------- �El PROPERTY CORNER. PLAN VIEW SEE NOTES 2 AND 3. PROPERTY LINE AND ROADWAY LOT NUMBERS MARKED BASE Tr----------------- 3" MIN _1 ON FACE OF CURB. CLASS "A" c 6" MAX SEE NOTE 1. NATIVE Ii II CLASS "B" 3/4"-0' E BACKFILL CRUSHED ROCK F I FGRANULAR BACKFILLCENTREXCONSTRUCTION, INC. D AVIATION COMMERCIAL INDUSTRIAL r If L ELEVATION PIPE 38 E ZONEIPE CID METER BOX AND SERVICE PER CURRENT BB INSTALLATION BY TIVWD i PLUMBING CODE Pflop 0" PIPE BASE 12pp MIN, F L G 11 IN 77876F ITV. w TYP� MIN� 24" MIN. OREGON A. OLYMPIC FOUNDRY V8910 OR APPROVED EQUAL) VALVE BOX AND COVER WITH ELEVATION VIEW 0 V 10 11) "W" CAST IN TOP SURFACE. VALVE BOX SHALL BE PLUMB, CENTERED ON AXIS NQM OF OPERATING NUT, AND SHALL NOT REST ON OPERATING ASSEMBLY. 1. PIPE ZONE MATERIAL SHALL BE 3/4:'-0" CRUSHED ROCK GRANULAR BACKFILL KE)N= G. DRAIN TO DAYLIGHT OR INSTALL SUMP PUMP. COMPACTED TO 95% OF AASHTO T-99. A. LOCATE SUMP PUMP AWAY FROM SEE DISTRICT STANDARDS FOR PUMP c B. UNPAVED AREAS ONLY. PRO=E 24" SQUARE BY 4" THICK CONCRETE OR AC PIPING AND DEVICES. SPECIFICATIONS. ETER PAVEMENT PAD WITH #4 REBAR STEEL REINFORCEMENT OVER 4- COMPACTED 2. CLASS "A" NATIVE BACKFILL MAY ONLY BE USED OUTSIDE OF PAVED AREAS AND B. DRAIN LID CHANNEL TO DAYLIGHT. H. RODENT SCREEN. EXPIRATION DATE:06/30/15 1"-0" CRUSHED ROCK. EBAR SHALL BE 2" DEEP AND 6" FROM EDGE OF REQUIRES DISTRICT APPROVAL. BACKFILL SHALL BE COMPACTED TO 90% OF AASHTO C. SUMP PUMP DISCHARGE PIPING TO I. 1"-0" CRUSHED ROCK FILL. CONTRACTOR 119=61 PAD. PAD SHALL BE CENTERED AROUND VALVE BOX T-99 IN LIFTS NOT EXCEEDING 18- (LOOSE MEASURE). DISCHARGE LOCATION PER PLAN. SHALL PROTECT ALL PIPE, VALVES, METERS, 1. DEVELOPER'S SURVEYOR SHALL SET A LATH AT THE INTERSECTION OF THE PROPERTY C. 6- TYPE SDR 35 PVC, D3034 PIPE SPACER. LENGTH AS NECESSARY. D. ISOLATION BALL VALVE, DEVICES, ETC. WHILE PLACING ROCK. LINE AND THE PUBLIC UTILITY EASEMENT, DEVELOPER'S SURVEYOR SHALL ALSO MARK D. OPERATOR EXTENSION REQUIRED WHEN VALVE NUT IS DEEPER THAN 48m FROM . CLASS "B" 3/4"-Om CRUSHED ROCK GRANULAR BACKFILL SHALL BE USED WITHIN PAVED E. INLINE CHECK VALVE. J. MANUFACTURE GRATE WITH CUTOUT FOR THE PROPERTY LINE AND LOT NUMBERS ON THE FACE OF CURB WITH WHITE PAINT, FINISHED GRADE, SEE DETAIL No, 5. AREAS. BACKFILL SHALL BE COMPACTED TO 95% OF AASHTO T-99, F. 18" T & G OR B & S ROUND CATCH DISCHARGE PIPING. GRATE SHALL BE 2. IF PROPERTY CORNER MONUMENTS HAVE NOT BEEN SET AT THE TIME OF WATER E. WRAP VALVE WITH 3 LAYERS OF 8 MIL POLYETHYLENE PRIOR TO BACKFILLING, BASIN WITH FABRICATED GRATE, REMOVABLE WITHOUT DISASSEMBLY OF SERVICE INSTALLATION, THE DEVELOPER'S SURVEYOR SHALL SET A LATH AT THE EXTEND PVC 6" MINIMUM BEYOND VALVE AND SECURE TO PIPE WITH 4. SA CUT WIDTH AND AC PAVEMENT REPLACEMENT SHALL BE PER APPLICABLE GALVANIZED AFTER MANUFACTURING. DISCHARGE PIPING. PROPERTY CORNER LOCATION ON THE RIGHT-OF-WAY LINE, POLYETHYLENE TAPE. JURISDICTIONAL REQUIREMENTS. PROVIDE 6 - 1"' HOLES SPACED K. PROVIDE PERMANENT POWER SOURCE PER 3. ORS 92.044(7) PROHIBITS LOCATING ANY UTILITY INFRASTRUCTURE WITHIN 1 FOOT OF F. VALVES 8" AND SMALLER SHALL BE MJ GATE VALVES. VALVES 100 AND AROUND BASIN 3" ABOVE FLOOR OF LOCAL ELECTRICAL CODES FOR SUMP PUMP, A SURVEY MONUMENT. DEVELOPER SHALL PAY FOR ANY RELOCA11ON OF SERVICES LARGER SHALL BE MJ BUTTERFLY VALVES. 5. IF THESE SPECIFICATIONS CONFLICT NTH THE SPECIFICATIONS OF ANOTHER APPLICABLE VAULT, WRAP NTH FILTER FABRIC SECURE POWER CORD TO SUMP PUMP AND/OR METER BOXES FOUND TO FALL WITHIN 1 FOOT OF A SURVEY MONUMENT G. 2" SQUARE OPERATING NUT. JURISDICTION, THE MORE STRINGENT SPECIFICATION SHALL GOVERN, TO KEEP GRAVEL OUT OF SUMP. DISCHARGE PIPING NTH NYLON CABLE TIES. LOCATION. DATE:6/1=12 Tualatin Valley Water District DESIGNED:PDS DATE-&1/2012 DATE:6/1/2012 THE ADRIENNE Tualatin Valley Water ITi—strict DESIGNED;PDQ Tualatin Valley Water Dii�ct DESIGNED:PDB DATE:6/11/2012 Tualafin Valley Waterbistrict DESIGNED;PDB 1 J' & LARGER METER —APPROVEM MFK TYPICAL VALVE DETAIL "b TYPICAL TRENCH DETAIL �ftmftft�ftwm zw:;, APPROVED:MFK SUMPPUMP DETAIL INSTALLATION WITH DETAIL APPROVED: FI( APPROVED:MFK 1850 SW 170th Ave, Beaverton,OR 97006 SETTING 1850 SW 1701h Ave. Beaverton,OR 97006 BACKFILL 1850 SW 170th Ave. Beamton,OR 97006 INSTALLATION 1850 SW 17Dth Ave, Beavm1on,OR 97006 BACKIFLOW PREVENTION (503)642-1511 vmw,tvwd,org SCALE NO3 (503)642-1511 vpNw,tvwd,org SCALE;NONE 10 (503)642-1511 www.tvwd.org SCALE NONE 310 (503)642-1511 vmw."d,org SCALE NONE DEVICE 702 7148 SW GONZAGA STREET TIGARD, OREGON 97223 1 BSP/ MAPMA Bum 10 WALATO WaV VAM M Lac&FUMNO V- ) 015mcT Rovw DIST=STANDAM om STAMI)NIN Shaping the Future, WTANR QMP NOTE 3 ENTWO U=LL IRM MPE PORTLAND w mm.WT w VAMT TO 5415 SW ST TE DR STE 100,POR11AND,OR 97221 PRDn=FMN NWAM0 CUSTOMER SIDE 91WL RZ a P ------- ------------- WE M VAULT MUMMT. 3� 1 m ON NOTE I TEL:(503)419@2 500 FAX:(503)419® 2600 METER SIDE Y4 CUSTOMER SIDE METER SIDE FLOW www.cardno.com 1. FLMOE COUPUNG ADAPTM MIN I Womm.m DufflTMOT PLAN ELA�L amm"al ECINFAM M&ME A I MMM&L L4MM MEEVING MA RMFORITS L SIT DETAL 3w mm ------------------I+t--- SPWRCAnM CARSON METER BOX L SERIES 1419 CARSON METER BOX ELAN Aa NAS IN U=1011 (OR EQUAL) (OR EQUAL) AN 10 WIS OR MA. ---------------- DAYLIGHT 6' r mm 1419®6X 2" DOUBLE CHECK CLFARMCE ONII 24" MIN CLEARANCE ISMATION 84L VALVE VALVE ASSEMBLY 'I VALW I II SIX 1401E 5 1" DOUBLE CHECK VALVE 24" MIN ASii SEMBLY _—INUM a4ECK VALVE 1" UNION EACH SIDE : 11 1415-18 T MIN CLEARANCE 12' 6" Mft 2 MIN F- SCREEN I_ E \—DPAN TO DAYUMT OR PROME 1/�-HowmR U STAMEN SIM WWP PUMP. 6" MIN. U SM CETAL SIC MI)=FM CRUSHED ROCK BASE ww TNM 6" MIN ELEMATID ILLYALO ELEVATION CRUSHED ROCK BASE -Tffu—Ty —U'RLITY VAUSIZE LT VAULT BILCO VWTH FOC FDC DOOR NQIE5. NaTE: _2V 575-LA NDJE. 575® JD-3AL Gm7w9m To SEAL ALL wmmm In VAULT Vm INSTALLA'nON SHOWN IS ONLY A SUGGESTION. THE DISTANCE FROM BOTTOM OF INSTALLATION SHOW IS ONLY A SUGGESTION. THE 3 577-WA 577-WA J-5AL mm semi(Gr4w CONTRAGM TO WIFF&L WHORM OLIAW GU DEVICE TO FINISH GRADE, FREEZE PROTECTION, AND CLEARANCE FOR TESTING & REPAIR DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, —4 7-WA 577- J__�Ulw FJWN MND NZ OF VMXT%HM 113 0MMIG W ND WAIER EMST ARE THE MAJOR CONSIDERATIONS FOR INSTALLATION. PLUGS TO BE INSTALLED FREEZE PROTECTION, AND CLEARANCE FOR TESTING & REPAIR —6 676-WA 676-WA J_ AL :4��QESTJW VMAND DLV(X r kQN_Ir 8 07-ft 687-WA AX FM 00-116A VAULT IN TEST COCKS OF BEI-OW GROUND INSTALLATIONS (NO DISSIMILAR METALS). ARE THE MAJOR CONSIDERATIONS FOR INSTALLATION, PLUGS TO BE INSTALLED ::J:JD::,3AAL c WMCMR MEM TO MD N OMC KIM Drawing. IN TEST COCKS OF BELOW GROUND INSTALLAWNS (NO DISSIMILAR METALS). 10 5106-LA 5106-LA M_ I 0'OR WJAV APPWM BY MW MOM WATER DETAILS Tualatin Valley Water District DESIGNED:PDO " DATE611/2012 Tualatin Valley Water Dishict DESIGNED:PDB 1-1/211, 2" & 2-1/2" DATE-6/V2012 Tualatin Valley Water Disffict DESIGNED:PDB DOUBLE CHECK DATE:x/1/20122 1DOUBLE CHECK DETAIL DETAIL DETAIL APPROVED:MFK ;I —APPROVED:MFK DOUBLE CHECK APPROVED:MFK DETECTOR 1850 SW 170th Ave. BeffmtoA OR 97006 ASSEMBLY BF 101 1850 SW 170th Ave. Be r,OR 970066CALE NONE BF 102 1850 SW 170th Ave. Beaverton,OR 97006 ASSEMBLY BF 200 Job NO.- 1310 Date- 10/08/13 Sheet No- C-401 CARDNO PROJECT#21302390 1 1/8" 3/4aa -11 1/2aa SIE A rtw—1 0 1/2" ® � H N � �ACI �VING I EDWARDS ARCHITECTURE LLP NON—WOVEN FILTER FABRIC NON—WOVEN FILTER FABRIC 10 3 Baa CID 2525 E. Burnside St., Portland® OR 97214 MIRAFI 140N OR EQUAL MIRAFI 140N OR EQUAL phone®(503) 226-3617 www.sealip.com OVERLAP EDGES 4S0 MINIMUM OVERLAP EDGES 4" MINIMUM /2 8a 4" RIGID PERFORATED PIPE 4" PERFORATED PIPE 4" ENCASED WITH FILTER SOCK ENCASED WITH FILTER SOCK •� °{ � ° � ° ° �. ° MIN 688 MIN SEE SPECIFICATIONS FOR SEE SPECIFICATIONS FOR w BACKFILL REQUIREMENTS Q BACKFILL REQUIREMENTS 4 4 \ CLASS3000 AS CONCRETE PADREQUIRED PEgfLEDCONCRETE ,aIN PAVED AREAS ONLY MECHANICAL PLUG 17 1/8" M6 � ' T T , I..1a CRUSHED CLEAN 1CRUSHED CLEAN DRAIN ROCK /�/� DRAIN ROCK 4 /y` AVIATION * COMMERCIAL p INDUS BIAL CAST IRON FRAME OTE< BUILDING FOOTING BUILDING FOOTING Q Q.. /4sINSTALL 2 s x a x4s CONCRETE t - A 4 SEE STRUCTURAL _ a //j�/ TO STORM DRAIN SEE STRUCTURAL _ // \ � � 4 PLANS _ b b \ PLANS _ _ _ _ b b \\ MIN PAD IN UNPAVED AREA. � p PROF 2 � as :@ 4" 77676PE 1 sa 5/6 2 ^�/ aa ".�.•` �• MIN baa 6$ a 7/Baa 1/28s �8 � ® O E ON BACKWATER CHECK VALVE �� 0� SEE THIS SHEET FOR DETAILSCASTIRON COVER � ° e`a NOTE. G. � ALL CLEANOUT MATERIAL TOFOOI IL IL BE SAME CARRIER PIPE. oars:os�3o�1 NOT TO SCALE NOT TO SCALE 4" CONCRETE CAP �� . � e '�°exp @ , ".{ B ��@ s . °�"e�B: ®•`° 4aa THE ADRIENNE ax CLEANOUT 714 T T 3/4x8-0 COMPACTED TIGARD, OREGON 97223 AGGREGATE BASE ROCK 2'®5 1/4" 4- Carwino baa OUTLET PIPE USE ENLARGER TO I /L Shapingthe Future CONNECT TO STORM PORTLAND7YP MAIN LARGER THAN 13'. NOT TO SCALE 5415 SW WESTGATEDR STE 100,PORTLAND,OR 9221 L-(503)419-2500 FAX:(503)419 2a-5 1/4" gg , 1 f t LYNCH STANDARD CAST IRON GRATE (2aa THICK — RATED 15,000 LBS.) NON—SHRINK GROUT OR LYNCH EXTRA HEAVY DUTY CAST IRON GRATE (2-3/4" THICK ® RATED UJI� STANDARD CAST IRON 50,000 LBS.) BOTH OR APPROVED EQUAL ` FRAME AND COVER STANDARD MANHOLE PLAN VIEWGRADE RING 6 1/2" \ '� 3 1/2" 2" 0 \� EXISTING SURFACE GRADE PROVIDE 1" DIA. W PHOLES ON ALL SIDES. HINGE 1 GA. \ \ 0 \ \� � A�aA�� °� � � 48 ° 4. o Q 4 MIN. (FROM MANUFACTORER) NO FLAME GUTTING O STAINLESS STEEL, H8 BACKFILL ABOVE (� �� 3/4" CRUSHED AGGREGATE OR DRILLING IN FIELD 10A8 — 1/2 OPEN WITH 1/2 PIPE ZONE APPROVED NATIVE MATERIAL IN FINISH GRADE KNUCKLE, 1088 LONG \ �� AREAS OUTSIDE OF PAVEMENT. SEE DEPTH TO MATCH WITH 1/4" PIN 0 \ NOTE 2. 10 0 ~ NON—ADHESIVE / THREADED PIPE PLUG GRATE DEPTH GRATE FRAME (FASTEN WITH 6 C \ 0 1U 0 Q MEMBRANE baa \ 3" CENT. BOLTS)TN. STL. � °@ °.. . .e°°.•k4°e,`a. ae � COLLAR � MIN I t� 12 MIN. �� EXISTING MATERIAL a \ j ?\ PROVIDE 3/4'80 FOR A as °ba 1,088 \ ° � =`epo-e .:4°+e:. \ 3/4"—0" CRUSHED ROCK \ \ MINIMUM OF 6" AROUND SECTION C-C R^< a:=.:°: • ro:4@: >.aw. LIGHTLY COMPACTED CLEANOUT 1/4aa ANGLE I _:�' UTILITY PIPE THICKNESS MIN. ¢A..e �� SELECT BEDDING MATERIAL ` r I /7- --------- __®-®- OUTLET aagi`; a:�:p° 3 4"- 0" CRUSHED AGGREGATE Fps ry � �® DIAM. �° / \ \ PVC RISER PIPE 3/16,8 � 11 1/4- � � :.�.'.. ^ � \\ (TYP.) I �a: 7` 6aa MIN. H. �� CLEAN CHECK 1 ® EXTENDABLE BACKWATER ' _ \\ \ \ PVC INSERT PIPE VALVE as 3 PIPE ZONE Drawing- PIPE s BEDDING SEE DETAIL DBa 3/16 10 GA. SHT. OUTLET O.D, 3UTILITY DETAILS METAL (TYP,) DIAM. NOTES: 6" 1, BACKFILL IN a8 LIFTS. \ ` 2. BACKFILL ABOVE PIPE ZONE SHOULD BE AT I CALCULATED I.E. OUT LEAST 9 OF THE MAXIMUM DRY DENSITY AS AS SHOWN ON PLANS C C DETERMINED BY THE MODIFIED PROCTOR TEST (TY .) METHOD (ASTM D 1557). BELOW BUILDINGS AND 3/16' PAVEMENT, BACKFILL 1 FT BELOW THE FINISHED SUBGRADE SURFACE SHOULD BE COMPACTED TO fJob No: 1310 2a-0 1/2" SQ, PIPE MATERIAL AS 95 DRY DENSITY. , \ SHOWN IN PLANS DETAIL "� "� CLEANOUT 3. ON—SITE SPOILS MAY BE USED FOR BACKFILL IN f Y ate, 10/08/13 OR IN SPECIFICATIONS. LANDSCAPE AREAS OUTSIDE THE PIPE BEDDING ZONE, Sheet No, ELEVATION I 4. USE OF NATIVE MATERIAL FOR BACKFILL TO BE / aa� FLAPPER VALVE DETERMINED BY ENGINEER. ASSEMBLY BODY STANDARD "TRAPPED" STYLE CATCH BASIN II SECTION-BACKFILL FOUNDATION NOT TO SCALE NOT TO SCALE NOT TO SCALE CRONO PROJECT#21302390 SIE A ARCH ITECTU E LLP 2525 E. Burnside St.® Portland, OR 97214 phone:(503) 226-3617 www.sealip.com ANCHOR TO WALL TH STAINLESS STEEL RISER CLAMP OR STAINLESS STEEL BAND AND STAINLESS RUSHER GASKET FLAT TDP MANHOLE LID STEEL EXPANSION ANCHORS MIN. 2 PLACES. S RAND TO R MIN. OF 2" DE ;�, * S TAPPING CONCRETE ANCHOR SEE DETAIL THIS SHAT �. PHILLIPS 5®12 OR EQUAL "X1 )r STAINLESS STEEL BOLT. ,� EL: 22 ,46 �� °°�°•``�° Se ?a CLAMP DETAILg ¢ a (SECTION A-®A) T q I AVIATION COMMERCIAL INDUSTRIAL 64" D6A, ;m® ® �e EL: 226.26 25' "�.. NOTES: ° 1. ALL JOINTS AND RUBBER GASKETS SHALL � �PRO EL 226.00 INLET OUTLET CONFORM TO THE REQUIREMENTS OF INLET ASTM 9N FLOW OUTLET EL: 225.50 2- ALL MANHOLE SECTIONS SHALL CONFORM aee. ° TO THE REQUIREMENTS OF ASTM C-47 77T6PE E 224,65 CAP BOTTOM OF PVC"T"AND DRILL 1.75"DIAMETER AND APPLICABLE PROVISIONS OF STANDARD LL- per" HOLE THROUGH CENTER OF CAP.ORIFICE TO BE SET MANHOLE, DRA NG NO. 010. 48' 12" a SECTION B�-B 12"BELOW INVERT OF OUTLET PIPE AS NOTED ON PLANS. 3. STEPS REQUIRED ON FLAT TOP MANHOLES 0 NOTCH TOP OF PIPE AS SHOWN IN DETAIL, DEEPER THAN 4 "m OREGON EL' 223365 R�; � M RUBBER GASKET 0�`d 8m . 10, MINIMUM ° N. gi a ` /W �_, , 16" � : 00 #6 DAR AROUND OUTSIDE OF OPENING mz 4s" SUMP �; B DIAGONALS LITH SIDES OF OPENING °® EXPIRATION DATE:06/30!15 o OU T FLO CONTROL as O.C. C� Al®S PLASTIC PIPE "T' OR APPROVED EQUAL. PLAN $:ae:� °�`°a: °c�;e��;°��*a°:�.® SIZE OF 'r TO MATCH OUTLET DIAMETER t AS SHO ON PLANS NATES: NOT TO SCALE ® �° ®° • �° °� 1. ALL MANHOLE SECTIONS SHALL CONFORM TO THE REQUIREMENTS CAP BOTTOM OF PVC"iT'AND DRILL 1,75"DIAMETER OF ASTM 0--478 AND APPLICABLE HOLE THROUGH CENTER OF CAP.ORIFICE TO BE PROVISIONS OF STANDARD MANHOLE DETAIL ON PLANS. 12"BELOW INVERT OF OUTLET PIPE AS NOTED ON PLANS 2. INLET AND OUTLET PIPE DIAMETER AS NOTED ON PLANS 3. ALL OUTLETS SHALL HAVE FLOW CONTROL FLOW CONTROL MANHOLE SDMH B3 DEVICE. NOT TO SCALE THE ADRIENNE 7148 SW GONZAGA STREET TIGARD, OREGON 97223 Shaping Future PORTLAND 5415 SW WESTGATE DR,STE 100,PORTLAND,OR 97221 TEL-(503)41 4 2500 FAX:( )419®2600 NOTE MANHOLE STEPS MUST BE TIGHT AND FIRMLY O SANITARY EMBEDDED. THEY MUST ALSO MEET THE ASTM TEST FOR WITHSTANDING PULLING OUT. O O 1-1/4'a O O Q 1�1aa Q O O — 4 STORM 4 �- a . .4 4 q 7f5b2 2-7/ bb 10-3l4aa 9Q Po°' 243/4bb 4 12" A8 4 COPOLYMER POLYPROPYLENE PLASTIC as 1/2" GRADE 60 REINFORCEMENT �. P4 2-1/2 4 Q a 27"13" CC .�. 2 ba 3— @a FOR PLASTIC SAFETY STEP 7$3 8"--8-5/8" a O. . .. df : 1 b8 Rb " 24-1/2" /2" o . a p 31 ab /4bb GALVANIZED BAR °. �. . . CAST IRON STANDARD v4 Drawing: a A MATERIALS ^ ii n e, 1 f Q PP.q UTILITY DETAILS . PZED , V_ v .a 12"L 1 6 (3/4-aa DIA.) GALVANIZED DEFORMED REINFORCING A P .A .� NOTES. DAR. REINFORCING EAR CONFORMING WITH AS �:o .@.Q ° 1. COVER AND FRAME SHALL DE GRAY CAST IRON ASTM A—�4 CLASS 30. A-615 GRADE 4 . GALVANIZED CONFORMING WITH 2. COVER AND FRAME TO DE MACHINED TO A TRUE BEARING ALL AROUND. ASTM A-123. A. 3, NOTCH LID FOR LIFTING HOOK. RLAS—TIC MUST CONFORM WITH ASTM C-478. STEEL REINFORCING DAR MINIMUM 1/2" GRADE 60. TYPICAL DETAILS J - 131 MEETING REQUIREMENTS OF ASTM A615 ENCAPSULATED WITH INJECTION FOLDED COPOLYMER POLYPROPYLENE 4baFO GALVANIZED STEP SCALE: NOT TO SCALE ate* 10/08/13 WITH SERRATED SURFACES. Sheet : 7YP/CAL MANHOLE STEP DETAiL NOT TO SCALE CARDNO PROJECT#21302394 SIE A SCOTTI EDWARDS ARCHITECTURELLP 2525 E. Burnside St., Portland OR 9721 h :(503) 226-3617 www.sealip.com CENTREXCONSTRUCTION, AVIATION * COMMERCIAL - INDUSTRIAL PRO GI NEED 77876PE GENERAL NOTES 0OB C 7 OREGON .REG N 1)5TOKMFILTEP BY CONTECH 5TOKMWATER 5OLUTJON5; PORTLAND, OR(BUG))545-�4GG7;BCA OPOUGH, ME(37'7)007-5G7G; ��T� C, GN 4"0 OPENING ELKPIDGE, MD(6GG)740-3315. 2)FILTER5 TO BE 51PHON-ACTUATED AND SELF-CLEANING, OUTLET STUB PERMANENT POOL 3)5TEEL 5TKUCTIURE TO BE MANUFACTUPED OF 1/4 INCH 5TEEL PLATE. EXPIRATION DATE:06/30/15 (5EE NOTES 05) ELEVATION 4)5TOPMFILTEP REQUIRE5 2.3 REB[`OF DROP FROM PJM TO OUTLET. INLET 5HOULD NOT BE LOWER THAN OUTLET. INLET(IF APPLICABLE) AND OUTLET PEPING TO BE SPECJFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. a a o a b I 5)C135F EQUIPPED WITH 4 INCH (APPROXIMATE)LONG 5TUB5 FOR INLET(if APPLICABLE)AND OUTLET PIPING. 5TANDARD OUTLET 5TU1315 a B INCHE5 IN DIAMETER. MAXIMUM OUTLET 5TUB 15 15 INCHE5 IN DIAMETER. b 0!! OVERLAP 5 11 °VARIES CONNECTION TO COLLECTION PIPING CAN BE MADE U51NG FLEXIBLE COUPLING WEIR WALL a p� b 2 112" 2'-3 5/6" MAX. 2'-3 5/8" BY CONTRACTOR. 5" G)FOR H-20 LOAD RATING, CONCRETE COLLAR 15 REQUIRED,CONCRETE COLLAP WITH QUANTITY(2)#4 REINFORCING 13AR5 TO BE PPOVIDED BY CONTPA(,TOR. 5" 7)ALL 5TORMFILTER5 REQUIRE REGULAR MAINTENANCE. KEFEP TO OPERATION AND MAINTENANCE GUIDELINE5 FOR MORE INFORMATION. P R (y a I -CAP TKIDGCATCH A IN b b 1 5TORMfILT R DATA q i! THE ADRIENNE SCUM BAFFLE a `P OUTLET 5TUB WATER QUALITY FLOW PATE(cfs} .02'7 CF q (TYP) INLET 5TUB STRUCTURE ID 5DCB-2 (OPTIONAL} 2, (SEE NOTE5 4*-5) PEAK FLOW PATE(<I d5) .17 (SEE NOTES 5) N51DE RETURN PERIOD OF PEAK FLOW(y 5) 25 b . Ab Q Qb p a A Pb G C P a2"O OUTLET PIPE CARTRIDGE FLOW PATE(15 UL 7.5 m) 15 714 SW GONZAGA TREET 2'-0 112" FKOM UN[?EKOPAIN MEDIA TYPE(CSF, PERUTE,ZPG) PERLITE OUTSIDE KIM ELEVATION 227.55 TIGARD, OREGON 07223 ! PIPE DATA: I.E. IDIAMETER G' REINFORCING 13AK5 1-CARTRIDGE CATCHBASIN SECTIONVIEW B INLET 5TUB I 225eGB I G" INLET 5TUB (SEE NOTE G) OUTLET STUB 1225.G9 I G" (OPTIONAL} (SEE NOTES 4+�5) CONFIGU TION OUTLET OUT caffwno 1-CARTRIDGE CA - PLAN VIEW 1 1 INLET Shaping the Future LIFTING EYE SLOPED LID PORTLAND INLET GRATE OPENING ACCE55 COVER (ilP OF 4) OLID COVER 5415 SW L x;503)419T2500 ATE D F X:(100,4192 PORTLAND,O 97221 NOTES/SPECIAL REQUIREMENTS: rd INLET GRATE ACCESS COVER E q b a ° d a. 4 a 4 � ° CONCRETE COLLAR PERMANENT OUTLET 5TUB (SEE NOTE G) POOL ELEVATION q p. . (SEE NOTES 4*5) A b a 4 4 STORM FILTER CARTRIDGE 2'-4" CAKTRIDGE(TYP) 5UPPORT (YP) b IN51DE KIM (SEE NOTE 2) CLEANOUT ACCESS PLUG ON WEIR WALL d � 4 q UNDERDRAIN Q 14 MANiFOLI? 44 INSIDlE INSIDE 1-CARTRIDGEAT I m CTI VIE 4 e a OUTSIDE 214' 21-411 THE STORM WATER MANAGEMENT THE STURMWATER MANAGEMENT INSIDE RIM INSIDE RIM TtfE STORMWATER MANAGEMENT 1-CARTRIDGE CAT A iN - SECTION VIEW A 5tormFilter® 5tormfdterO 4'-5 3/4" 5tormFdter@ U.5.PATENT No.5,322,629, U,5.PATENT No.5,322,629, OUTSIDE RIM U.S.PATENT No.5,322,629, 1 No.5,707,527,No.6,027,639 No.5,707,527,No.6,027,639 1-CARTRIDGE T I� a�1 F I 1 No.6,6No 07 Fb.No.5,627,576 . No.6,649,048,No.5,624,576, No.6,679,0779,No.5,624,576, AND OTHER U.5.AND FOREIGN AND OTHER U.5,AND FOREIGN AND OTHER U.5.AND FOREIGN C 2006 CONTECH Stormwater Solutions PATENTS PENDING C2006 CONTECH Stormwater Solutions PATENT5 PENDING 02006 CONTECH Stormwater Solutions 3 PATENTS PENDING STEEL F1 TA I T ILT DRAWING STEELCATCH ASI T ILT � �IN TEL CATCH A I T FIT DRAIN PLAN AND SECTIONVI W-OV4101 "I SECTION VIEWS 2T T VI T AND DATA TI STANDARD DETAIL 1 CARTRIDGE UNIT �1� L TI TA ET IL - 1 A T I Ll IT � Tt T TAIL - A T I 11 IT 3/3 PN: J4PIES �:O�SF9 -aTtQ � FfCSD: S�GAt :NONE FILE �:G�SF1 -DTL int sttrnwt�r.cn C �T ;14101145 E111@91Qacortchsttrmvatr. n DAT3 :NONE �FILE :C��FSwDTL DRAWN: hJU CHOt�3;A � ee�t��htareu�f�r.c�n 0110 Drawing: UTILITY DETAILS Job : 1310 Date, 10/08/13 Sheet No: C-404 CARDNO PROJECT#21302390 MAY BE USED SHORT TERM �lea� o ANGLE FILTER FABRIC PHASING OFUTILITY WORK AND DEVELOPMENT� S E A FENCE TO ASSURE SAIL IS TRAPPED ARCHITECTURELLP FLOW 2525 L�rnSI St. Portland, R 97214 a . phone:{503} 226-3617 www.sealip.com RADIUS 25 MIN, INTERLOCKED "x " POSTS CLEAN PIT RUN OR 3"— 6" CLEAN ROOK �� ,�� AND ATTACH PLAN VIEW NTS �$ I SUBG DE REINFORCEMENT �� GEOTEXTILE, AS REQUIRED CATCH BASIN CENTREXCONSTRUCTION, 6" MIN. USE STITCHED LOOPS AVIATION COMMERCIAL INDUSTRIAL DEPTH 3' minimum OBER 2"x 2a' POSTSNOTES: *20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL from toe slope, 1. BURY BOTTOM OF FILTER FABRIC 6" FLOW VERTICALLY BELOW FINISHED GRADE, �� D PRO� � GRAVEL CONSTRUCTION C° 2e 2"x 2" FIR, PINE OR STEEL EJ8 � GENTRANCE CURB RAMP FENCE POSTS. 7, DITCH 3. POSTS TO BE INSTALLED ONFLOW 7 $76PE PAVEMENT , ' _ UPHILL SIDE OF SLOPE. Q 4 - — 4 a 4 n 4. COMPACT BOTH SIDES OF FILTER FABRIC TRENCHOREGON �,�,a'»,< ,.'G syn c°cnR<°w> 'x;9drt Ps:�'=`e:n: «a. ?+.'%^:.• 0 , PANELS MUST BE PLACED ACCORDING TO SPACING ONPROFILE C 5 D D DETAIL NO.940 DITCH INLET LVIEW NTS EXPIRATION DATE:06/30/15 NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF 6" overlap Of begs. SEDIMENT ONTO PUBLIC RIGHT—OF—WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN FILTER FABRIC MATERIAL NOTES: OUT OF ANY PLEASURES USED TOT P SEDIMENT. _ 1, ADDITIONAL MEASURES MUST BE 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT—OF— WAY. j0-36" WIDE ROLLS 3m WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE c CONSIDERED DEPENDING ON SOIL TYPES. THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. Q 4. INHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION � BIO—FILTER BAGS SHOULD BE ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED FILTERING SYSTEM. n STAKED WIRE APPLICABLE USING 5, DJMEN519M to (2) 1"x2"WOODEN STAKES OR THE ADRIENNE 0' LONG BY 20' WIDE 6" DEEP OF 4" MINUS CLEAN ROCK. _ APPROVED EQUAL PER BAG. 'MAXIMUM SPACING FOR FURTHER INFORMATION 50' LONG BY 20' WIDE 3-6" CLEAN ROCK, FOR FURTHER INFORMATION ON DESIGN CRITERIA SEE " FOR FURTHER INFORMATION SEE 3, WHEN USING 3O 610—BAGS TO CHAPTER 4. OF CLEAN WATER ON DESIGN CRITERIA SEE GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE FABRIC TO ON DESIGN CRITERIA SEEFRONT VIEW SERVICES EROSION PREVENTION PROTECT A CATCH BASIN YOU MUST CHAPTER 4 OF CLEAN WATER 7148 SW GONZAGA STREET PREVENT SUB—SOIL PUMPING. CHAPTER 4 OF CLEAN WATER AND SEDIMENT CONTROL HAVE 4 BAGS AND THEY SHALL BE SERVICES EROSION PREVENTION SERVICES EROSION PREVEN11ON NTS PLANNING AND DESIGN MANUAL. OVERLAPPED BY 6". AND SEDIMENT CONTROL TI , 7223 AND SEDIMENT CONTROL. PLANNING AND DESIGN MANUAL. PLANNING AND DESIGN MANUAL. CONSTRUCTION ENTRANCE INLET TI aeanWaber Services SEDIMENT FENCE aeanWater Services T Detail Drawing 855 REMISED 12®06 Our Commitment is clear. DRAWING NO. 675 REVISED 12®06 r commitment is clear. DRAWING NO. 915 REVISED 12-06 r commitment is clear. Shaping the Future PORTLAND NOTES: 5415 SW WESTGATE DR,STE 100,PORTLAND,OR 97221 1. WHEN INFALL AND RUNOFF OCCURS DAILY INSPECTIONS OF THE EROSION D SEDIMENT CONTROLS AND DISCHARGE OUTFALLS MUST BE PROVIDED BY TEL(503)419 R 2 FAX:(503)419-2600 SOME ONE KNOWLEDGEABLE AND EXPERIENCED IN THE PRINCIPLES,PRACTICES,INSTALLATION,AND MAINTENANCE OF EROSION AND SEDIMENT CONTROLS www.cardno.com WHO WORKS FOR THE PERMITTEE. 2, CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND FROM OCTOBER 1 THROUGH MAY 31 EACH YEAR. 3. DURING WET WEATHER PERIOD,TEMPORARY STABILIZATION OF THE SITE MUST OCCUR AT THE END OF EACH WORKDAY. 1" REBAR FOR BAG REMOVAL 4. SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ON ALL DOWN GRADIENT SIDES OF THE CONSTRUCTION SITE AT ALL TIMES DURING CONSTRUCTION.THEY MUST REMAIN IN PLACE UNTIL PERMANENT VEGETATION OR OTHER PERMANENT COVERING OF EXPOSED SOIL IS ESTABLISHED, CATCH BASIN GRATE 5, ALL ACTIVE INLETS MUST HAVE SEDIMENT CONTROLS INSTALLED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION,UNLESS OTHERWISE APPROVED,A SURFACE MOUNTED AND ATTACHABLE,U-SHAPED FILTER BAG IS REQUIRED FOR ALL CURB INLET CATCH BASINS. 6. SIGNIFICANT AMOUNTS OF SEDIMENT WHICH LEAVES THE SITE MUST BE CLEANED UP WITHIN 24 HOURS AND PLACED BACK ON THE SITE AND STABILIZED OR PROPERLY DISPOSED, THE CAUSE OF THE SEDIMENT RELEASE MUST BE FOUND AND PREVENTED FROM CAUSING A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS.ANY IN-STREAM CLEAN UP OF SEDIMENT SHALL BE PREFORMED ACCORDING TO THE OREGON DEPARTMENT OF STATE LANDS REQUIRED TIME.FRAME. 7. SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS,DRAINAGE WAYS,OR WATER BODIES, CATCH BAST & SEDIMENT MUST BE REMOVED FROM BEHIND ALL SEDIMENT CONTROL MEASURES WHEN IT HAS REACHED A HEIGHT OF 1/3RD THE BARRIER HEIGHT, AND PRIOR TO THE CONTROL MEASURES REMOVAL. 9. CLEANING OF ALL STRUCTURES WITH SUMPS MUST OCCUR WHEN THE SEDIMENT RETENTION CAPACITY HAS BEEN REDUCED BY 50%AND AT a EXPANSION RESTRAINT COMPLETION OF PROJECT. 10, ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE PROPER STORAGE,APPLICATION,AND DISPOSAL. 11.THE PERMITTEE MUST PROPERLY MANAGE HAZARDOUS WASTES,USED OILS,CONTAMINATED SOILS,CONCRETE WASTE,SANITARY WASTE,LIQUID 6 WASTE,OR OTHER TOXIC SUBSTANCES DISCOVERED OR GENERATED DURING CONSTRUCTION. a e . °p 12,THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS. o-" NUTRIENT RELEASES FROM FERTILIZERS TO SURFACE WATERS MUST BE MINIMIZED. TIME RELEASE FERTILIZERS SHOULD BE USED AND CARE SHOULD BE MADE IN APPLICATION OF FERTILIZERS WITHIN ANY WATER WAY RIPARIAN ZONE, STORM PIPE D .P a , 13. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES,IN ACCORDANCE WITH CURRENT CLEAN WATER SERVICES STANDARDS AND STATE,AND FEDERAL REGULATIONS. A 4 14. PRIOR TO ANY LAND DISTURBING ACTIVITIES,THE BOUNDARIES OF THE CLEARING LIMITS,VEGETATED BUFFERS,AND ANY SENSITIVE AREAS SHOWN ON ' THIS PLAN SHALL BE CLEARLY DELINEATED IN THE FIELD.UNLESS OTHERWISE APPROVED,NO DISTURBANCE IS PERMITTED BEYOND THE CLEARING LIMITS.THE OWNER/PERMITTEE MUST MAINTAIN THE DELINEATION FOR THE DURATION OF THE PROJECT, NOTE:VEGETATED CORRIDORS TO BE DELINEATED WITH ORANGE CONSTRUCTION FENCE OR APPROVED EQUAL. .. .< 15. PRIOR TO ANY LAND DISTURBING ACTIVITIES,THE BMPS THAT MUST BE INSTALLED ARE GRAVEL CONSTRUCTION ENTRANCE,PERIMETER SEDIMENT p a CONTROL,AND INLET PROTECTION.THESE BMPS MUST BE MAINTAINED FOR THE DURATION OF THE PROJECT. 16, IF VEGETATIVE SEED MIXES ARE SPECIFIED,SEEDING MUST TAKE PLACE NO LATER THAN SEPTEMBER 1ST;THE TYPE AND PERCENTAGES OF SEED IN 2"X2"X4" RUBBER BLOCKS THE MIX ARE AS IDENTIFIED ON THE PLANS OR AS SPECIFIED BY THE DESIGN ENGINEER, 17. WATER-TIGHT TRUCKS MUST BE USED TO TRANSPORT SATURATED SOILS FROM THE CONSTRUCTION SITE.AN APPROVED EQUIVALENT IS TO DRAIN POLYPROPLENE THE SOIL ON SITE AT A DESIGNATED LOCATION USING APPROPRIATE BMPS;SOIL MUST BE DRAINED SUFFICIENTLY FOR MINIMAL SPILLAGE. FILTER SACK (WOVEN) 19. ALL PUMPING OF SEDIMENT LADEN WATER MUST BE DISCHARGED OVER AN UNDISTURBED,PREFERABLY VEGETATED AREA,AND THROUGH A SEDIMENT CONTROL BMP(I.E.FILTER BAG), 19. THE ESC PLAN MUST BE KEPT ONSITE.ALL MEASURES SHOWN ON THE PLAN MUST BE INSTALLED PROPERLY TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER A SURFACE WATER SYSTEM,ROADWAY,OR OTHER PROPERTIES. Drawing.- POLYPROPLENE SACK 20, THE ESC MEASURES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS,DURING THE CONSTRUCTION PERIOD,THESE MEASURES SHALL BE UPGRADED AS NEEDED TO MAINTAIN COMPLI CE WITH ALL REGULATIONS. EROSION CONTROL 21, WRITTEN ESC LOGS ARE SUGGESTED TO BE MAINTAINED ONSITE AND AVAILABLE TO DISTRICT INSPECTORS UPON REQUEST, 22. IN AREAS SUBJECT TO WIND EROSION,APPROPRIATE BMPS MUST BE USED WHICH MAY INCLUDE THE APPLICATION OF FINE WATER SPRAYING,PLASTIC DETAILS SHEETING,MULCHING,OR OTHER APPROVED MEASURES, NOTE: 23. ALL EXPOSED SOILS MUST BE COVERED DURING WET WEATHER PERIOD, 1. RECESSED CARD INLET CATCH BASINS FOR FURTHER INFORMATION ON DESIGN CRITERIA SEE MIDST BE BLOCKED WHEN USING FILTER CHAPTER 4 OF CLEAN MATER FABRIC INLET SACKS. SIZE OF FILTER SERVICES EROSION PREVENTION FABRIC INLET SACKS TO BE DETERMINED AND SEDIMENT CONTROL BY MANUFACTURER. PLANNING AND DESIGN MANUAL. Job No- 1310 Date: 10/08/13 INLET PROTECTION STANDARD EROSION CONTROL NOTES Sheet : TYPE 5 aeanWaher Services FOR SITES LESS THAN 1 ACRE CkanWaler Savices DRAWING NO. 9405 Our commitment is clear.DRAWING NO. 920 REVISED 12-06Out commitment is REVISED 1206 CARDNO PROJECT#21302390 ------------------------ C --- G ; G__ G - - _. W—=� — -- - — EXISTING BOUNDARY LINE — _ r -- EXISTING CENTERLINE GXI TIN G G— --------__-- — EXISTING RIGHT—OF—WAY LINE ' MAPLE TO `� ' ------------- --- ----- --------------------- G----- - _ EXISTING REMAIN t - — — — — — — — EASEMENT LINE 5. MAPLES TO - � � - "n — — — BUILDING OVERT-IANC LINE REMAIN EXISTING MAPLES TO X — FENCE LINE, TYPE AS NOTED T ARCHITECTURE LLP SS SS", —SS S SS SS rn , REMAIN W - UNDERGROUND WATER LINE SS SS SS - t -SS ,` SS SS S SS SS - SANITARY SEWER LINE 2525 Burnside St., Portland, R 97214 SD - STORM DRAINAGE LINE ph n v( ) 226®3617 www.sealip.com SW--GONZAGA E - UNDERGROUND ELECTRICAL LINE T - UNDERGROUND TELEPHONE LINE v f rn OHW — OVERHEAD WIRE G — UNDERGROUND GAS LINE W W W CTV — UNDERGROUND CABLE TV LINE _W_ W — BUILDING FACE r W W W W -- — 1 W V% W — =,.__ W — AS NOTED. � � � DENOTES MONUMENT UNLESS THERWISE NOTED INC.ORNAMENTAL � I I ----- _____�SD SD- SD �� \\ PLUM TO AVIATION COMMERCIAL INDUSTRIAL a A a SD Sp SDS \ --- REMAIN - EXISTING ASPHALT SURFACE E�:]p \,..- _-SD.:- =—_ SD " Q � - EXISTING CONCRETE _ _-R _ RETE SURFACE S SD ESD4 Z` '024 E 74 9 E EXISTING GRAVEL SURFACE RIGHT OF WAY DEDICATION F' TSO GV — T ll a 4 — GAS VALVE P 11I (12 t 11 — GAS METER } c OREGON EXISTING r, SEE SANITARY SEWER TABLE _ 05/13/11 MAPLEREMAI Sc - EXISTING TREE PROTECTION `� ' i p EXISTING SANITARY SEWER CLEANOUT MAPLE TO - SANITARY SEWER MANHOLE EXPIRES 05/31/14 I - SEE STORM DRAINAGE TABLE 1, PROVIDE TEMPORARY FENCING, BARRICADES,AND GUARDS AS NECESSARY OR REMAIN REQUIRED TO PROTECT'TREES WHICH ARE TO REMAIN FROM DAMAGE ABOVE - CATCH BASIN .AND BELOW DE, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ® 0 - CURB INLET CLEARLY DESIGNATE TREE PROTECTION ZONE TO BE CLEAR OF ANY TL: X �1 - DITCH INLET PERSONNEL OR VEHICULARMOVEMENT. TL- 2S101AC00900 EXISTING 6° ' - STORM DRAIN MANHOLE A. TREES IDENTIFIED FOR RETENTION SHALL BEM KED WITH YELLOW ARBORVITAED'A ,'` FLAGGING TAPE AND PROTECTED BY BARRIER FENCING PLACED NO LESS HEDGEROW THAN 10 HORIZONTAL FEET FROM THE OUTSIDE EDGE OF THE TRUNK IN L I - FIRE HYDRANT DIRECTIONS O BENEATH THE TREE DRIPLINE,WHICHEVER IS GREATER. r CLUSTERS OF TREES MAY BE PROTECTED BY CONTINUOUS FENCING I - WATER VALVE FOLLOWING THE SAME GUIDELINES. THE ADRIENNE I EB - WATER METER BOX SV B. REQUIRED FENCING SHALL BE A MINIMUM OF SIX FEET TALL,SUPPORTED SPRINKLER VALVE _ WITH METAL POSTS PLACED NO FARTHER THAN 10 FEET ON CENTER,SET - GUY WIRE 4 INCHES(MIN.) INTO GRADE(AVOID DAMAGING ROOTS), FENCING FABRIC 7148 SW GONZAGA STREET o - UTILITY POLE SHALL BE CHAIN-LINK OR RED VINYL MESH, D SHOULD BE INSTALLED 0 I FLUSH WITH THE INITIAL UNDISTURBED GRADE, SECURE TOP AND BOTTOM `TI , 23 CD EXISTING BRICK BUILDING - STREET LIGHT (COBRA ARM) OF FENCING WITH TENSION WIRE SECURED TO POSTS, 'e — SHOEBOX LIGHT (SINGLE) I r C. NO CONSTRUCTION ACTIVITYSHALL OCCUR WITHIN THE TREE PROTECTION Ue a D - TRANSFORMER ZONE, INCLUDING, BUT NOT LIMITED TO,DUMPING OR STORAGE OF I - STREET LIGHT JUNCTION BOX MATERIALS SUCH AS BUILDING SUPPLIES, SOIL WASTE ITEMS,EQUIPMENT', Go 6) Casidno I OR PARKED VEHICLES. �' � � � � - ELECTRICAL VAULT N N N Shaping tlff - TELEPHONE VAULT 2, PROTECT ROOT SYSTEMS OF TREES TO REMAIN FROM FLOODING, EROSION,OR PORTLAND EXCESSIVE WETTING RESULTING FROM DEWATERING OPERATIONS AND - CONIFEROUS TREE COMPACTION. DO NOT STORE CONSTRUCTION MATERIALS OR PERMIT 5415 SW STGATE DR,STE 100,PORTLAND,OR 97221 EXISTING I VEHICLES TO DRIVE OR PARD WITHIN THE DRIP LINE AREA OF ANY TREE TO L.I50�}419F2 � ( }419®2 MAPLE TO — f REMAIN. PROTECT ALL PLANT GROWTH, INCLUDING ROOT SYSTEMS OF TREES, REMAIN a - DECIDUOUS TREE FROM THE DUMPING OF REFUSE OR CHEMICALLY INJURIOUS MATERIALOR TREE`�, it ', f PROTECTIONp LIQUIDS,AND CONTINUAL PUDDLING OF RUNNING WATER. PROTECT AGAINST I _' " - BUSH OR HEDGE ROW UNAUTHORIZED CUTTING, BREAKING, O SKINNING OF ROOTS D BRANCHES, FENCING412 EXISTING P CO SKINNING,AND BRUISING OF BARK. DO NOT ALLOW FIRES ON SITE. 0 — UNKNOWN CLEANOUT TO REMAIN 3. MAINTAIN PROTECTION FEATURES THROUGHOUT THE CONSTRUCTION 019 ;R n 0 - BOLLARD PROCESS. IMMEDIATELY REPAIR ANY ALTERATION TO PROTECTION MEASURES _ GP - GATE POST BY CONSTRICTION PROCESS. AFFECT ALTERATIONS TO PROTECTION + I 013 p D o - MAILBOX MEASURES IMMEDIATELY UPON DIRECTION OF OWNER'S REPRESENTATIVE. MONITOR MAINTENANCE MEASURES DAILY. SIGN , SN - DENOTES SURVEY NUMBER PER 4. DO NOT CHANGE THE EXISTING GRADE BENEATH DRIPLINE OF TREES TO (' COUNTY SURVEY RECORDS REMAIN I ' J. r. / f f I FD DENOTES FOUND / / i I I IR — DENOTES IRON ROD 5 TREES ALL BALL I�RESTQRICTED TO MANUAL UIRED TO OCCUR WITBOR THE USE OFHIN THE DRIPLINE®RENCHERS F ANY EXISTING GRAVEL PATH �MOOD SHED ON j� EXISTING 12` - DECIDUOUS TREE TO BE REMOVED AUGERS, BACKHOES, TRACTORS O ANY OTHER PE OF MACHINERYIPOWER , CONCRETE BLOCKS ARBORVITAE ti EQUIPMENT IS PROHIBITED. /? HEDGEROW PARKING LOT — TREE PROTECTION FENCING / ! THERE ARE NO TREES TO REMAIN ON THIS PROJECT SITE. -__ ----------------------- i w �i EES EXISTING " MAPLE IT SIZE QTY, COMMENTS TO BE REMOVED 014 BO P 6 O \\ 000 EXISTING DECIDUOUS TREE DBH 8 SEE TREE PROTECTION NOTES ---- ---- - - , ® CONTRACTOR TO PROTECT INP CE VARIES FOR ADDITIONAL INFORMATION I ONLY TWO OVERHANG PROJECT SITE BO EXISTING EVERGREEN TREE DBH SEE TREE PROTECTION NOTES \\ CONTRACTOR TO PRTECT INP CE VARIES FOR ADDITIONAL INFORMATION t ` ° 015 EXISTING PEARS ONLY TWO OVERHANG PROJECT SITE 1 ' TO REMAIN ACCENTSSHRUBS & IT SIZE QTY, COMMENTS Drawing: 016 EXISTING ARBORVITAE HEDGE SIZE VARIES SEE PROTECTION NOTES z CONTRACTOR TO PROTECT IN CE FOR.ADDITIONAL INFORMATION \ __ TREE PRESERVATION DATUM AND REMOVAL PLAN\\ ELEVATION DATUM: CI OF TIGARD(NGVD 29147) `-------_--------__ \ BENCHMARK: #252, BRASS DISK NOT MARKED - - - 2294" ----------------------------------- - -- 101-01 LOCATION: SE CORNER OF SW 72ND AVE,AND SW HAMPTON ST. 226 I FOOT PATH ELEVATION. 222,84 FEET -----227-------- ------------------------- EXISTING ---- XIST - - - _ 11 E 4- - - �_�__ - _ N86`25'06"W 1I2; 7`- ---------- -- — - BASIS Jib o. - EXISTING 6` - - _-. - - BASIS OF BEARING WAS DERIVED FROM THE FOUND AND FIELD MONUMENTS, ARBORVITAE p p Q l AS SHOWN HEREON, MARKING THE SOUTHERLY RIGHT-OF-WAY LINE OF SW ate: 10/3/13 HEDGEROW LANDSCAPING DU, ST RS a 1> GON GA STREET, BEING SOUTH 88®2055" ST, PER SN 30904. p P ------ ----- 01 I+ I t Qa co16 mm sum sm mm ffm - -_-_ � -- _ _ I, PARKINGS E A LOT _ 0174000 ' I _ L- 1 00 ao PARKING LOT EXISTING 13RIC BUIILDING ', i �\ `. _ EXISTING PINE TREES 1Q Z CAR;>DNO PROJECT#21302390 __. TO REINI,"N IN PL,-.CE, / —SS SS / SS SS SS SS SS m SS SSf SS SS-7—ss SS S SCOTTI EDWARDS ARCHITECTURE LLP 2525 E. Burnside St., Portland, OR 97214 SW �� OFFSITE IMPROVEMENTS ARE hon :(503) 226-3617 ww. ll ®coir GONZAGA STREET PREVIOUSLY APPROVED UNDER W SEPARATE CITY PERMIT SET. 1 WW W ` 1V W W W N f -r' _ W W vy _ C SD f ti,• \\ NO 'SD S ` a sa SD _ 002 / q _ _ - - --- - - _. ' 001 Q --- - — � o — S _ T 003 Q r, i s�,—�—- a 020 ��` ' . - ----- --,/ �� - �t a AVIATION COMMERCIAL � INDUSTRIALQ I r 30" " y/ '— e 30"-0" m J —�4 TE zt E i / a I - - e. , + ti CD V ' � — 1 17, 749 — ` I i (6)18ROUNDel..7 � -- F' TItICI{ I�. ISI////// /';F/A / / i yr r rir /r/ r r r / ,✓ /' r i� 'i 6 SMOOTH FINISH CONCRETE %?s OREGON qg �lt O �A�.Y , , STONES r / ¢¢ ( I //:✓///r/ /✓%it j3/r N ii/ // r j % l� / / r r y / / �r / /� I �I ✓ / EXISTING PLANT MATERIALS. ft rj y xTREES EXPIRES 05/31/14 , //r /ri- / ITEM SIZE QTY. COMMENTS , /j r�/ .. YC / r / /l' r / / rv�/�" ' / t.....•�, EXISTING DECIDUOUS TREE DEBH 8 SEE TREE PROTECTION NOTES CONTRACTOR TO PROTECT IN PLACE VARIES FOR ADDITIONAL INFORMATION r r r CP� ONLY TWO OVERHANG PROJECT SITE �.,�R I BENCH / '/ r %// f r r r / / ,� " / 2 EXISTING EVERGREEN TREE DSH SEE TREE PROTECTION NOTES I - I '/ Y'� %�r �'r/ /r/ /r y /r✓� / CONTRACTOR TO PRTECT IN PLACE VARIES FOR ADDITIONAL INFORMATION ONLY TWO OVERHANG PROJECT SITE Q/ s SHRUBS & ACCENTS THE ADRIENNE a`\ , ENHANCED CON RETE r IT SIDE QTY. COMMENTSQ UNDER OVERHANG % X r"'" EXISTING ARBORVITAE HEDSIZE VARIES 45 SEE PROTECTION NOTES CONTRACTOR TO PROTECT IN PLACE FOR ADDITIONAL INFORMATION 714 i � � I %�%%/Yi�r sj r;�/��i y, y /jr y ' d/' r/i� �' r/a r/ /i s0/. r,� r r� �•,r ;r �;; /� �l TI S OREGON 97223 t , op 005 , � `, E � r ///r✓�f jr//L;rr r r/.r�/ .i� y// / y�r /.;f/r �/%// // r �% // �%%/ a/ ,:.r,r / � Ar._�� r� C � // j // / y/ Y/�i�✓�/jr �fir/ / y / ' ! / y/,;/ / r v t I,I �� TREES I9 SIZE E t QTY. COMMENTS i the Future ` PORTLAND -300V ACER RU RUMREOSUNSET 2.5" CAL. B&B 7 REFER TO DETAILS 3, 4 /SPFFY L ' 5415 SoS1 �<• '1_... f 7!I r�r�y�/;r�ii� �r ,y'/yr///�,/i; /,/%';r)/i✓'/ij r�/r/�%„ �i/,'��r//r.i//f��, rrr/ �r ,/ id'✓/�/ /,,.s/rr r.,i�ceA.F i'i////r'�. r/<%/%Fii/r%y s -. ,/� TE S E 1 DOR 97221 012 RED SUNSET MAPLE S C ING HEIGHT / TEL:0503 419-2500 (503) -2600 Q *INSTALLED UNDER SEPARATE PERMITE CELSIORaGO EN DESERT' � CAL! 3 S 3 r ' LD y I , 019 E DESERT ASAI 6' B NC INIG HEIGHT / 013 / ,r _z ACER CERCINATt1 3/4"CAL./3 TRUNK/ 2 REFER TO DETAIL 3, 4, &5/SHEET L®300 I VINE MAPLE B&Bi - ' HEIGHT J - - — — - - - — — - - S ACCENTS 1 /� "X ITEM SIZE QTY. COMMENTS kJ MAHONIA AQUIFOLIUM 3 G '-0" O.C, 13 REFER TO DETAIL 2, 3, &5/SHEET L-300 006 x /I x ;; OREGON GRAPE 18"-24" HEIGHT / ,i/ + " �, � PRUNUS LAUR. eO O LeLfl' NW 1 GAL. @ 4'-0" O.C. 24 REFER TO DETAIL 2, 3, &5/SHEET L-300 - i OTTO LUYKEN LAUREL 18"-24" HEIGHT ♦ t 1 / ! y- _ jl / / t NANDINA OOMESTICA 1 GAL. @ 3'-0"O«C. 57 REFER TO DETAIL 2, 3, &5/SHEET L-300 HEAVENLY BAMBOO 18"-24" HEIGHT `.I + I OPHIOPOGON JAPONICUS 1 GAL./AS SHOWN 41 REFER TO DETAIL 2, 3, &5/SHEET L-300 ------------------ GREEN MONIDO GRASS 6&R HEIGHT✓ o O 014 L,ECI�NU (CANT 4 POT'/AS SHOW 7 REFER TO DETAIL , , /SHEET L-300 © DEER FERN 12"-18" HEIGHT 7 O JUNCUS ENSIPOL.IUS 1/2 GAL. /AS SHOWN! 82 REFER TO DETAIL 2, 3, &5/SHEET L-300 ��. +- " DAGGER LEAF RUSH 12" HEIGHT , r I ,•7 007 ; I = ° 015 ;r -� - GROUNDCOVERS ITEM SIZE QTY COMMENTS - a 010 - ° ; 016 ARCTOSTAPHYL.OS UVA-URSI 1 GAL @ T-0"O.C. 2,502 SF REFER TO DETAIL 1, 3, &51 SHEET L-300 1 / o KINNIKINNICK 277 _ Q _ PRO TIME 303 SUN MIX SEED @ 520 SF *R.O.W. INSTALLED UNDER SEPARATE — HOSSS& HOPKINS, PORTLAND S LBS/ 1,000 SF 4.25 LBS PERMIT AND NOT INCLUDED IN QUANTITY 008 Drawing, r 009 _� ROUNDBLACK RIVER ROCK* 1"- " DIAMETER *BUILDING ENTRIES INDOOR PLANTER �� I l 4LAYER 4A CY PLANTING PLAN ' 1 � � � r ✓ — L jMISCELANEOUS - - 1 ' , _ - -" SIZE QTY COMMENTS 18"ROUND CONCRETE STEPPING AS SHOWN 10 a ? STONE- FROM A LOCAL SOURCE ------ --- ° i! Jib o. 131 / -17----7 2 / r / j / -_ ____ _ 017 m 10f3/1 r / / / ° i i , 17 SIE A L- 101 0 5 10 20 40 I I CARDNO PROJECT 21302390 cf) \\\ G7 \ SW GONZAGA STREET G? \\\ _ SCOTTI EDWARDS ARCHITECTURELLP �' 001 t / �% f \ \. t.1 7214 - -- --- / r 002 hna(503) 22636 7 www.sealip.com 003 a ,! - - " - ' � a 020 \ L. / Q --`f �- - a \ 6, ti , I 011 a -- ,` , a AVIATION COMMERCIAL � INDUSTRIAL - I/F s r/�'/� ,'ir''>/ r /r/�j'l.'�/�/ ts�a %..,%r Cj / ✓�� /i.> / P/,/�,/i,/i// /./,a I� (\ / ``- � ,,.,"` 4�) �.j��i x/,�/� //r'�'`��/�/�r �/.r'aL /,/i % /✓ ✓ r/� //. /�/4� % / r, f �� Lr' �i `4�,'., n, B �..; ') �i }✓/%/!/i %Li dim,✓/ �'/ '/�// %)/✓i// / /, // , /, � .� �. ,>//%ice p 4 ;r' // T / /.F \ (}04 E �'�",r-�--'"g ✓ .'IK/ / 749 70 s //�.. / Ll ,r/� , /.;,///: <// /�Li,-. /o�..8j.,�i� / /i �,i //� r.' i/. r.✓ /i�/r / /y j; I/ ✓ a,,, /i/ ci /� ./ //�ir r/ni �� ? /, r/ r/''/ c,/✓/i /i s ✓'�P. i EE /�j/j ,. r /�//r%��/ /j a ,- //✓:,, % //✓,. j s/////, /t 1%// 'i/.>,/, r ;S,' I: i ! I E IIA �--- �,,�s/ til ,g rg�y}y�'rq� y-� /d / ATRICK 6A %1T f8Ab �i/ I �i✓`;'�/ ii,?/`:/"'°j../r gar/i P/,�%i� �/�i"��c-,/°"/✓ /:: � / i ,///,/i / ��i,,,,'�3 � � p"�"„�§' @y^� /f/ OREGON 4�- �E " ✓;i�r��%�.//, ✓�✓ � /�/��/�/�%�� ::i`°j/ ,`/..� r' ✓',:; ,i:�� //, '% // �%r.�t,/* i�" � 4� 05/13/11 Y 1 , X , EXPIRES 05/31/14 qq � STING TREES TO BE REMOVED TREE# SPECIES ie/�/'r'//. ✓/�j /F r ✓/ r// /dam%'y/// /� ,« / i i///// �� ' ' / lE / /� /✓// / / ✓/ ei / O / ///✓ , / d-/,B 000 MAPLE REFER TC?SHEET 1_100 PROPOSED BUILDING /i /�% 4 i� q / STREET TREE TABLE / E 4 FOOTPRINT i.��' �% „ /� TRE=E:# SPECIES OPEN SOIL VOLUME: TOTAL SOIL VOLUME Atka.MATURE CANOPY REQ.SOIL VOLUME FOR 12'R.O.W. ' E) Q �' / / ' / 701 / 20' read 314 s.f. 001 GOLDEN DESERT 26 a.f. 26 c.f. P E } 500 c.f. 002 CaOL80 �1 DESERT ASH 116 c.f. 11$�.f, 2Q'spread(314 s.f.) 500 C.f, s:�; J�'i/ %,r , �:' ; 003 GOLDEN DESERT"ASH 116 C.f. 11$�.f. 20'spread(314 s.f.) 5f2o�.f. / , i• � E a / >f/ %� %/ '� /� / " ,/,` / %/ '/i; / / / } ✓ // PARKING LOT TABLE F� TOTAL PARKING LOT AREA 6,734 s.f. /;/,w ��/�f� ,//�ii//✓��: s /„,.�// // ; r/„i/i. //,/�G✓/ // ,!,.,,,/ r // /i j/ c:� / /// °„.'S;,i E ��; TREE# SPECIESOPEN SOILVOLUMETOTAL V�Llt � AVG.MATURE l OF CANOPY OVER PARKING LCT AREA OVER PARKING LOT THE ADRIENNE 00 :°/ � r;;; !�///,�iii/ r //i %:% /// � / � / ✓iir / i r/ ;; I /„✓ / /i /!i�/// ;/ /;/;, ,i/�', ; / ` / ;�' 'r C j 005 RECD SUNSET MAPLE 1,009�.f. 1,009 c.f. 36 spread(962 s.f.) 31% 301 s.f. II/A .' /// / ' ;E / 006 RED SUNSET MAPLE 1,602€.f. 1,602 c.f. 35'spread(962 s.f) 38% 365 s.f. 007 RRA S@JiVT MAPLE 2,514 c.f. 2,514 c.f. 35'spread(962 s.f.) 39°!° 377 s.f. l' E — / /- fi / i //�� .;�/i,/, / // // r✓ �,./ i ' � - ��; 1> . i / % a z{- EE i//,/!?,%7 j,/:�/'}/////r/i//„-..,i,. /i;% ✓�//////fii:./�/�,,///. //✓.//i�//�//r'///i//F ci/`/”;,,i//f//a/i,.;a!/'.r//s,/i ,i,./,//i/i/iy i��y,:.////�ii�/-t 'f'i' C / / �✓.,//�//,' f/ /�:i r,;!!} </. ,." \ ��; V 009 RET SUNSET MAPLE 2,751 2751 G f 35 spread(962 sf) 20/ 194 s.f. 1 STREET REQ SUNSET MAPLE 2.662 0, 2,692 c.f. 35's read(96 sf) 271 199 sf. / 010 R ��tV �T PL 1.799�.f1,7$6�.f. 35' prd(962�.f) 391 � . EE tI}/////,///,�„>%*//'//��//'.. ✓ �/, ////i/�r�//E'�' i/;;//,'//s�/ /�/�//,/�r//' /;/�/////' /F /i; / s ✓/„r1.,”'; 1.61$�.f 396 375 sf.364 s.f. TI 97223 011 2E®SUNSET MAPLE 1,919� . 35's read(962 s.f) j //i `Total ualEfyh Mature Tree Canopy a I Q �Yy'' ,.-fir, �/!,fir"/y /i,,,/. ✓� / r' i/%�/�i� / / , 2>175 S.f. f , Totalf ��rkl( L(E �l�r�g� // 32,30% GENERAL SITE TABLE R 012 /A / TOTAL SITE AREA 15,713 s.f. a lATF CANOPYCANtPY IST TREE CREDIT(e2/ TREE# SPECIES AVG.MATURECANOPILANDSCAPE SETBACK- / / 20's road(314 s.f.)GOLDEN DESERTASH 019 o DAR BUMPER OVERHANG 314 s.f 2.00f 002 GOLDEN DESERT A3� 20spread(314 sf3 314 s.L 2.00d Shaping the Future 003 GOLDEN DESERT ASH 20s road 314 s.f. 314 sf. 2,00d 35"sprd(962 sf.) PORTLAND4 004 RED SUNSET MAPLE 962 sf6.12% (E L 005 RED SUNSET MAPLE 35'spread(962 s.f.) 962 s.f. 6A2% 5415 S! STGATE DR,STE 100,PORTLAND, R 97221 006 RED SUNSET MAPLE 35°spread(962 s.f.) 962 s.f. 6.12°f0 L 3 419 2 F 419 m f :( 007 RED SUNSET MAPLE 35'spread(962 s.f.) 962 s.f. 6.12°70 _�� _ — — — E 006 RED SUNSET MAPLE 35'spread(962 s.f.) 962 s.f. 6.12% // EE� 009 RED SUNSET MAPLE 35'spread(962 s.f.) 962 s.f. 6.12% 010 RED SUNSET MAPLE 35'spread(962 s.f.) 962 s.f. 6.12% /, I / 011 EXISTING MAPLE 30'spread(707 s.f.) 114 s.f. 114 s.f. 1.45% P ( ) 164 s.f. 164 s.f. 2.34!0 012 EXISTING PEAR 25's rid 491 s.f. ° 013 EXISTING PEAR 25'spread(491 s,f) 30 s.f. 30 s,f. 038% P ( ) 57 s.f. 57 s.f. 0.73/0 f 046 EE 014 EXISTINGP 25's read 491 s.f. 0 015 EXISTING PEAR 25'spread(491 s.f.) 52 s.f. 52 s.f. 0.66% 016 EXISTING PEAR 25'spread(4910.) 45 s.f. 45 s.f, 0.57% % 017 EXISTING PINE 40'sproad(1,256 s.f.) 204 s.f. 204 s.f, 2.60% 016 EXISTING PINE~ 40'spread(1,256s.f.) 411 s.f. 411 s,f. 5.23% 019 EXISTING MAPLE 30'spread(707 s.f.) s.f. 62 s.f. 0.79% 020 EXISTING MAPLE 30'spread(707 s.f.) 0 f� \ 63 s.f. 3 s.f. 0.04/0 V L — — — — — — — --1 ( 'Total % Canopy_ 63,64h -------------------------- --- — — ! Canopy Area (s.f.) 8,838.00 � { 60 014 1 \ onus Canopy Area(s.f,) 1,162.00 \60Total Canopy Area(s.f.) 10 000.00 015PROPOSED PLANT E / r MATERIALS. _ iTREES 016 1 / ITEM SIZE ,.. AGER RC/ RUM 'RED SUNSET' 205"GAL./ RED SUNSET MAPLE 6" BRANCHING HEIGHT / FRAX EXCELSIOR "GOLDENDESERr 2" GAL/B&B GOLDEN DESERT ASH & BRANCHING HIT AGER GERGfNATU 3/4"GAL. /3 TRUNK/ VINE MAPLE / ' H EIGHT - - - - - ' X , QUALFYING MATURE CANOPY COVER SITE PLAN co A I �r 018 +; ! _._._-f. __.._,..._... T f�/ , / = ` _ 017— / 1 ! I I ( INDIVIDUAL TREE MATURE CANOPY OUTLINE _ L — L - - - - I - - - f Job No, 1310 OPEN SOIL VOLUME s 10/3/13 Sheet No. - GENERAL SITE CANOPY COVERAGEL- 1 02 0 5 10 20 40 ARDNO PROJECT#21302390 I SCOTTI EDWARDS ARCHITECTURE LLP i 2525 E. Burnsidet., Portland, OR 97214 i _ - hors ( ) 226-3617 www.seallp.com S D1101 LANDSCAPE IRRIGATION MATERIAL SCHEDULE i <, . -- -- __ !i _ _ _ : SYM DESCRIPTION P.S.I. RADIUS G Y :r J) >" r -.-.j.- t HEADSSPRAY 1 , 3i 4 360° 90'-210* ni HUNTER MP1000 ON PRS40,'' I — . . ___ . . �,,� _..__ __ _ --- - -- '--. _� -� /.. .-..._. _ _.._ _ _ __� ,.. ;:,ry ' -•- I- __ _- __ f. [4t1AFZOOh!=a.45 40 140 LIT -__ ..... _ .. I 1 ...._ _......_ _......i ... �me .' -.. ave. _.-_...... ___.-._ —.- x.._ � �'�_. /� 1 ....' ..-.. .. •�� ,\ f/.� —._ — HUNTER MP2000 ON PRS40 RED 1.47 BLACK O86 40 19, / - . . — . . — . . . . —� — . . \ Q HUNTER MPCORNER ON PRS40 45'-105°:T'URQUISE 0.45 40 144 CENTREXCONSTRUCTION, INC. zz __- - - - - - _ —: ' ' – I) TI�: 4 AVIATION CO�IMEFtGPA' lNallSTR!{Al l i HUNTER MPLCS14 PRCS1 PRS4 40 1 I ' — 0.22 VORY/COPPER I If I I I I, SIDE STRIP:BROWN Q.44 _ HUNTER MPSS0 ON PRS4 40 5°x 30° �i� Poc � MAJOR SYSTEM COMPONENTS ISTE l 1 I a 1 1 �/ I I V i' I I I `` ' ✓ POINT OF CONNECTION: 0 + ' SEE DIAGRAM SHEET L-301 / I ( . . / METER. 21' BUILDING SERVICE-SEE CIVIL. p 1 PRESSURE REDUCING VALVE i I I I t�III I / SIE A 7 � � r�I�� OR AGKFL W DEVICE: ILII 1. 350. �°, 2-- MASTER VALVE: HUNTER ICV-101 G-FS-AS-ADJ-NORMALLY CLOSED OREGON 05/13, 11 s FLOW SENSOR: HUNTER FLOWGLIK GT-100 SENSOR BODY I ' ' h INSTALL METER AS SHOWN IN CONCRETE METER CX 1_4 INSTALL PRESSURE REDUCER, BACKFLOW DEVICE, MASTER VALVE, FLOW SENSOR EXPIRES 05/31/14 AND QUICK COUPLER BEHIND WALKWAY IN LANDSCAPE PLANTER SE®. PLASTIC VALVE BOXES.i WIRE MASTER VALVE AND FLOW SENSORBACK TO CONTROLLER LOCATION, CONTROLLER:II` HUNTER ICORE STATION WALL MOUNTED CONTROLLER INPLASTIC CABINET. LOCATE CONTROLLER INSIDE BUILDING ON EXTERIOR FACING --------—tWALL. LOCATE SOLAR SYNC MODULE ON WALL NEXT TO CONTROLLER. � � � Oc � WEATHER STATION:/7LOCATE CONTROLLER IN WS HUNTER SOLAR-SYNC. INSTALL SENSOR IN LANDSCAPE AS SHOWN, ON THE ADRIENNE GALVANIZED METAL POLE, MINIMUM 10"ABOVE FINISH GRADE. POLE LENGTH STAIRWELL ON EXTERIOR SHALL ACCOUNT FOR 16 REQUIRED FOOTING. INSTALL MODULEIN BUILDINGFACING WALL. ON WALL NEXT TO CONTROLLER AND WIRE TO CONTROLLER SENSOR BORT, 1A STATION NUMBER AND POINT OF CONNECTION DESIGNATION 714 STREET ( . 4 GALLONS PER MINUTETINA g 97223 PRESSURE REGULATING TING L CTRICOTE CONTROL VALVE FOR 20-50 GPM PROVIDE: 1HUNTER VALVE(MODEL. ICV-101G®FS S- J) j QUICK COUPLING VALVE WITH LOCKING TOP AND KEY MFG.: HUNTER MODEL: HQ44-LRC cerwno o ISOLATION VALVE-SIZE PERLINE SIZE I pig the Fut u reMFG,. APOLLO MODEL, 3 100 07 j / PORTLAND __ DRIP ZCOMPONENTS 5415 SW 9TD3FPORTLAND,lIN-LINE EMITTER DRIP TUBING: TEL(503}412 3j419 2600 STAKE TUBING 3- O.C. AND BURY TUBING 194 LOW FINISH SOIL GRADES MFG: NETAFIM-MODEL: TECHLINE CV(TLCV-9-16-10) ———————— �� TOTAL SYSTEM RUN 2361 LF COILLENGTHS: (2) 14 004 (1)25 9 (2) 100e4 FLOW TE, .9 GPH EMITTER SPACING: 13 ON CENTER 1 I� ROW S PACI NG : 12 "ON C E N T ER DRIP STATION NUMBER i GALLONS PER MINUTE DRIPZONE:/ / DRIP VALVE: HUNTER ICV-151 G SWAB-AC J -112" CO MP AC T 1 60 MICRON FILTERMANUAL PLASTIC FILTER: A kAD 1 Y END FLUSH C HUNTER, MODEL: PLC-CAP INSTALL IN 10" VALVE SOX. TYPICAL AT ALL ENDS OF DRIP LINE. ADJUSTABLE MICRO SPRAY: LOCATE MAINLINE VALVESLATERALS E MFG: INSIRD MODEL: XERI BUBBLER SXR 360-025. FULL CIRCLE UMBRELLA MICRO SPRAY ON STAKE /BARBED INLET ,SEHI D WALKWAY O CURS. SLEEVE UNDER ADJUST NOZZLE FLOW AS REQUIRED FOR COMPLETE TREE ROOTB ALL241 WALKS AS SFOWN, AVOID CONFLICT WITH COVERAGE AT INSTALLATION. INSTALL TWO O PER TREE AS SHOWN O N PDEVELOP ENT SIGNAGE LOCATIONS. PIPETRANSITION POINT: PVC LATERALTO DRIP TUBING f RISER IN ROUND VALVE SOX. it 46,- PIPE AND SLEEVING 1 1/ 4AINLINEPVC SCHEDULE 40030 GPM) 1 TE L PVC C200 q16 } Y 1-112eLATERAL- PVC CLASS 200 (1 -30 GPM) UNDER-PAVEMENT SLEEVING: 44 SCHEDULE PVC TO -- • %// "=i <' r I/ %/ �_/ I /— .— - / t - � E INSTALLED Y C ONT CTO AT DEP TF PER LOCAL � CODE, EXTEND SLEEVES 16 INCHES INTO LANDSCAPE . BED ON BOTH SIDES OF ANY PAVEMENT CROSSING. VrDrawing. KING BROS. IN LINE SPRING CHECK VALVEP ERTY LINEX . -(LINE SIZE)-S,((MODEL SPC LOCATE AS NECESSARY TO AVON LO HED DRAINAGE, IRRIGATION PLAN T 7 if/ ' K Job : 1310 ate: 10/3/13 Sheet ®; 05 10 20 40 CARDNO CARDPROJECT#21302390 SIE A ARCHITECTURE LLP 2525 Ea Burnside St., Portland, OR 97214 phOn :(503) 226-3617 www,sealip.com X__v\ CENTREXCONSTRUCTION, I EQUAL AVIATION * COMMERCIAL * INDUSTRIAL ALL GROUND COVER SHALL BE PLANTED AT EQUAL TRIANGULAR SPACING PER ON CENTER SPACING AS SPECIFIED ON PLANTING PLAN. I . LOCATE GROUND COVER ONE HALF OF SPECIFIED �9 SPACING DISTANCE FROM ANY CURS, SIDEWALK,OR OTHER HARD SURFACE, UNLESS OTHERWISE NOTED. 1' T1ZIC 0 OREGON GROUNDCOVER SPACING DIAGRAMNOT TO SCALE lz 3 /11 EXPIRES 05/31/'14 NOTE: LOCATE TOP OF ROOT BALL A MINIMUM OF 1"ABOVE ADJACENT FINISH GRADE. 1 GAL.GROUNDCOVER a a / TREES SHALL BE PLANTED A MINIMUM OF GENERAL LANDSCAPE PLAN 1 4`-0"FROM ND OF ISLAND CENTERED IN ® INSTALL K MULCH IN T DIA.SAUCER. � o° REMOVE CONTAINER FROM ROOT OFFSET GROUNDCOVER 12"FROM P LATER IS NCS. 1. CONTRACTOR TO VERIFY WITH OWNER AND UTILITYSAUCER SHALL BE SOAKED WITH WAR COMPANIES THE LOCATIONS OF ALL UTILITIES PRIOR TO AFTER PLANTINGBALL PRIOR TO BACKFILL. HEDGE . CONSTRUCTION,TO DETERMINE IN THE FIELD THE ACTUAL LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES, o WHETHER SHOWN ON THE PLANS OR NOT.THE CONTRACTOR SHALL GALL UTILITY PROTECTION SERVICE 72 HOURS PRIOR TO CONSTRUCTION. ° 2, CONTRACTOR TO VERIFY LIMITS OF WORK BEFORE STARTING AND EXAMINE FINISH SURFACE,GRADES,TOPSOIL BACKFILL WITH TOPSOIL TO THE DEPTHS 36'-0" 7148 SW GONZAGA STREET QUALITY AND DEPTH. DO NOT START ANY WORT{UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. o TI 7223 . CONTRACTOR TO REPORT ALL DAMAGES TO EXISTING CONDITIONS AND INCONSISTENCIES WITH PLANS IN WRITING TO FINISH GRADE Q ANALYSIS AND PROJECT TIME LANDSCAPE ARCHITECT. ! SPECIFICATIONS. LU 4, REMOVE EXISTING WEEDS FROM PROJECT SITE PRIOR TO THE ADDITION OF ORGANIC AMENDMENTS AND FERTILIZER. APPLY AMENDMENTS AND FERTILIZER PER THE RECOMMENDATIONS OF THE SOIL ANALYSIS FROM THE SITE, LLL 5, ALL TREE AND SHRUB PLANT MASSES TO BE CONTAINED WITHIN A 3"LAYER OF FARM MULCH BED. DO NOT INSTALL :: III=1 I I=1 I =1 11= MULCH IN ANY WATER QUALITYFACILITIES ON SLOPES BELOW THE TOP OF BANK. E 1=1 I =1 C I—I( I�I I 1=1 I El 11= 6. SHOVEL CUT BED EDGE TO BE NO LESS THAN 12"ANG NO MORE THAN 18"FROM OUTER EDGE OF PLANT MATERIAL III I ( III-I I E=1 I (—I I (: Shaping the Future BRANCHING.WHERE GROUND-COVER OCCURS,CUT EDGE TO LIMITS OF THE PLANTED AREA SHOWN. PORTLAND 7. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE PLANTING AREAS. 5415 SW WESTGATE DR,STE 1 ,PORTLAND,OR 97221 3. CONTRACTOR TO FINE GRADE AND ROCK-HOUND TURF AREAS PRIOR TO SEEDING,TO PROVIDE A SMOOTH AND L:(503}419.2 F )419® CONTINUAL SURFACE, FREE OF IRREGULARITIES(BUMPS OR DEPRESSIONS)&EXTRANEOUS MATERIAL OR DEBRIS. I(—) I — — I I-1 I SCARIFY 4"DEEP HEDGE TO BE LOCATED www.cardno.corn . QUANTITIES SHOWN ARE INTENDED TO ASSIST CONTRACTOR IN EVALUATING THEIR OWN TAKE OFFS AND ARE NOT ,I 1=1 - —{I 1=1 11= I I— — AND RECOMPAQT � CENTER OF ISND. GUARANTEED AS ACCURATE REPRESENTATIONS OF FINAL QUANTITIES OR MATERIALS.THE CONTRACTOR SHALL BE RESPONSIBLE FOR BID QUANTITIES AS REQUIRED BY THE PLANS AND SPECIFICATIONS, IF THERE IS A DISCREPANCY -)I (-I I=1 (E) (=111-1 I -1 I -I I—) (I—I I(- BETWEEN THE NUMBER LABELED ON THE PLANT LEGEND AND THE QUANTITY OF GRAPHIC SYMBOLS SHOWN,THE I—)I (- 1= 1 1I�1 l f I I l I GRAPHIC SYMBOL QUANT( SHALL GOVERN. _) {= I I I 1 . COORDINATE LANDSCAPE INSTALLATION WITH INSTALLATION OF UNDERGROUND SPRINKLER AND DRAINAGE SYSTEMS. sae 6" 11. CONTRACTOR SHALL NOT REMOVE ANY EXISTING TREES DURING CONSTRUCTION WITHOUT THE EXPRESS WRITTEN MIN. MIN. CONSENT OF THE LANDSCAPE ARCHITECT. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AS DIRECTED BY THE LANDSCAPE ARCHITECT.SEE TREE PROTECTION NOTES FOR ADDITIONAL INFORMATION. 12. WHEN PROPOSED TREE LOCATIONS OCCUR UNDER EXISTING OVERHEAD UTILITIES OR CONFLICT WITH EXISTING TREE CANOPIES, NOTIFY LANDSCAPE ARCHITECT IN WRITING, REQUESTING ADJUSTMENT TO TREE LOCATIONS, 13. INSTALLATION CONTRACTOR SHALL MAINTAIN TREES,SHRUBS, LAWNS AND OTHER PLANTS FOR.A PERIOD OF ONE DECIDUOUS EVERGREEN SHRUB PLANTING NOT TO SCALE NOT TO SCALE YEAR(365 DAYS)UNLESS OTHERWISE DIRECTED BY THE OWNER.THE LANDSCAPE MAINTENANCE PERIOD BEGINS IMMEDIATELY AFTER INSTALLATION AND WRITTEN NOTIFICATION TO THE OWNER AND LANDSCAPE ARCHITECT, 14. TOPSOIL SHALL BE TESTED BY A QUALIFIED SOIL TESTING LAB AND LAB RESULTS FORWARDED TO THE LANDSCAPE NOTE: o ° ° ARCHITECT FOR REVIEW AND ACCEPTANCE PRIOR TO PURCHASE. SOIL TESTS SHALL ANALYZE FOR LANDSCAPE LOCATE TOP OF ROOT BALL A ° °° NOTES: 3"MULCH SUITABILITY; MEASURING MACRO- MICRO-NUTRIENTS, pH, AND SOIL CLASSIFICATION (i.e.SANDY LOAM). BACKFILL MINIMUM OF 14,ABOVE ADJACENT o SET TREE ROOT BALL 1'"ABOVE FINISH(SOIL)GRADE. a i TOPSOIL MATERIAL FOR PLANTING AREAS SHALL CONTAIN APPROVED TOPSOIL FINE GRADE COMPOST,TOPSOIL, FERTILIZER FINISH GRADE. o � PLACE MULCH 3"AWAY �° a PER SOIL ANALYSIS RECOMMENDATIONS. a o ° FROM TRUNK. o 15. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR ALL PLANT MATERIAL SUBSTITUTIONS FROM THE LANDSCAPE ° NOTE: TOPSOIL DEPTH TO BE o s ARCHITECT PRIOR TO INSTALLATION. PLANT SUBSTITUTIONS WITHOUT PRIOR WRITTEN APPROVAL THAT DO NOT a PROVIDE BARK�tILGI 1 IN 3'[SIA. I A MINIMUM OF 36"IN a I CIRCLE WITH TREE IN CENTER P LATER tS OS. a a COMPLY WITH THE DRAWINGS AND SPECIFICATIONS MAY BE REJECTED 13Y THE LANDSCAPE ARCHITECT AT NO COST a ° OF SLG w SEE STAKING DETAIL a a TO THE OWNER.THESE ITEMS MAY BE REQUIRED TO BE REPLACED WITH PLANT MATERIALS THAT ARE IN COMPLIANCE ° p H. FOR STAKING IN a WITH THE DRAWINGS. DO NOT CUT PLANTERS, a 16. CONTRACTOR SHALL BE RESPONSIBLE TO SECURE ALL PLANT MATERIAL IN THE SIZE SPECIFIED ON PLAN PRIOR MAIN LEADER o TO INSTALLATION. IN THE EVENT"THE PLANT MATERIAL IS NOT AVAILABLE IN THE SIZE SPECIFIED,THE CONT CTOR ° ° ° NOTE`aA". SHALL SUBMIT TO THE OWNERS`REPRESENTATIVE,AND THE LANDSCAPE ARCHITECT,A WRITTEN ESTIMATE TO a 0 31411 WIDTH PLASTIC ° LANDSCAPE MOUNDING HEIGHT INCREASE PLANT MATERIAL(ANO INSTALL)THE NEXT AVAILABLE CONTAINER SIZE PLANT(I.E.4" POT TO ONE GALLON RLL SACK TOP 113 OF BURLAP FRQ I - hlAl L K o _ VARIES EASED ON PLANTER WIDTH CONTAINER., 2`@ CALIPER TREE TO 2.5*CALIPER). ROOT BALL PRIOR TO BACKFILL. OR APPROVED EQUAL. T-� a AS FOLLOWS: 17. CONTRACTOR SHALL BE RESPONSIBLE TO IMPLEMENT BEST MANAGEMENT PRACTICES TO STABILIZE ALL SLOPES 3:1 °0 °a ° 0 ° OR GRER AND PREVENT'EROSION OR MOVEMENT OF SOIL FROM SLOPES. THIS COULD INCLUDE,BUT NOT LIMITED ° TREE PLANTING®REFER TO PLAN - TO, EROSION CONTROL FABRIC,STAKING, NETTING,ARID STRAW WATTLES. SUBMIT METHOD OF SLOPE STABILIZATION INSTALL SARK MULCH IN T DIA.SAUCER. ° FOR LAYOUT ° TO LANDSCAPE ARCHITECT FOR REVIEW AND WRITTEN APPROVAL 30 DAYS PRIOR TO IMPLEMENTATION. SAUCER SHALL BE SOAKED WITH WATER �1 AFTER PLANTING. �` — INSIDE MOUNDING 13. PRIOR TO MOBILIZATION THE CONTRACTOR SHALL NOT( THE LANDSCAPE ARCHITECT, IN WRITING, IF IT IS BELIEVED - �� ° PLANTER HEIGHT THE PLANT MATERIAL IDENTIFIED ON THE PLAN MAY NOT BE SUITABLE FOR THE SITE OR MAY DIE.SUBSTITUTION 2"x2"WOOD STAKE ° WIDTH Drawing* REQUESTS WILL BEGRANTED BY THE LANDSCAPE ARCHITECT PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. IF DRIVEN 18"BELOW SARK MULC�4 LAYER 3"�EPTti NOTIFICATION IS NOT GIVEN TWO THE LANDSCAPE ARCHITECT ALL PLANTING WHICH FAILS TO GROIN(EXCEPT FOR ANY L UNDISTURBED SOIL. T4 3" DEFECTS RESULTING FROM LACK OF ADEQUATE MAINTENANCE AS DETERMINED BY THE OWNER, NEGLECT OR FINISH GRADE - _ _ — = BACKFILL WITH 13"OF TOPSOIL. 1=III=1 11=11 I �� III I i f-1 11= AMEND TOPSOIL PER S 514 �w PLANTING DETAILS VANDALISM)SHALL BE REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. ANALYSIS AND PROJECT III C I l I=1 I I, 19, NOTIFY THE LANDSCAPE ARCHITECT IN WRITING,WHEN CONDITIONS DETRIMENTAL TO PLANT GROWTH ARE =11 I— { I— SPECIFICATIONS. 10`-20' g`a AND NOTES ENCOUNTERED,SUCH AS RUBBLE FILL, POOR PLANTING SOIL,ADVERSE DRAINAGE CONDITIONS,OR OBSTRUCTIONS, (�I— _ = BACKFILL WITH TOPSOIL PRIOR TO PLANTING. = I = TO THE�EPTI� NOTES CURB I—(I ON P AMEND TOPSOIL 0. PLANTING RESTRICTIONS-PLANTING IS NOT PERMITTED DUIIVC�z TFIF FOLLOWING CONDITIONS, UNLESS OTHERWISE _= ;: '.:>`::. _— -�`� : �:_`-;;°. --_ PAVEMENT — _ _ _ VARIES SEE NOTE'A' —1 I I— _ P _E 1— � � ANALYSIS AND _ — - -_— = l — — WRITING- —111 Ill Ill=1 APPROVEDIN TING: I '°>:> f IIf f11= --III_ -� _111_1 I-1 _I � - II I li I{I_ — PROJECT"SPECIFICATIONS, _ — � CATIONS. I 1 i=)I I=)I —1 11= — — TOP OF SARK MULChI TO A. COLD WEATHER: LESS THAN 32 DEGREES FAFIFNF#Ei°T ! I I�� I ��)I _ I 1=I _ = I i. _ _— — 1I I I I=) 1= I I=1 I I-1 11= f I /� I III—f I —I(I BE 1"BELOW SACK OF B. HOT WEATHER: GREATER THAN 0 DEGREES FAHRENHEIT lit I I I C==)I I—Ill=}�`if��>1111�� ` , of ,�(I I=)I 1={ x. OIaRE. Jo DW 1310 -_ �o�o�°��o��o�o�f��o i 6 IN. C.WET WEATHER:SATURATED SOIL 12" 12" I I=1 I(-I 11::::::! 11=1 f I D.WINDY WEATHER:WIND VELOCITIES GREATER THAN 20 M.P.H. MIN. MIN. I =1 I � 1/A\/1X/11f11X/1X Date: 10/3/13 SCAR! 4"DEEP AND RECOMPACT — RE-COMPACT SOIL TO 95%RELATIVE COMPACTION. Sheet ALIGN TREE STAKES PERPENDICULAR TO PARKING STALLS. 4 DECIDUOUS TREE PLANTING NOT TO SCALE _Q5 SOIL MOUNDING IN PLANTER ISLAND NOT TO SCALE L-300 CARDNO PROJECT#21302390 SIE A ARCHITECTURE LLP 2525 E. Burnside St., Portland, OR 97214 P :(5 226®3517 ller PROFILE STATIC PRESSURE =65PSI \\f %F TO BUILDING OR SYSTEM DEM `ff IRRIGATION SYSTEM FLOW NOTE:PROVIDE EXTENSION BOXES AS REQUIRED TO CONTAIN VALVE WITHIN STRUCTURE.TAPE&BUNDLE WATER LINE TO BUILDING s^ # ALL WIRE AT 10'-O'O.C.PROVIDE SUFFICIENT WIRE 10 PIPE 5 PIPE LENGTH WITHIN VALVE BOX TO ALLOW FOR REMOVAL _ x PLASTIC BOX OF VALVE BONNET ABOVEGRADE. DIAMETER DIAMETER FINISH a "$ _, . Y (FREE SPACE) (FREE SPACE GRADE ) UPSTREAM FROM DOWNSTREAM FROM OMMATERI LIST: GENE NOTES: REQUIRED REQUIRED WvPRVBD TT T I g1.SERVICE LINE A.THOROUGHLY FLUSH MAINLINE 2.UNION THE LINES PRIOR.TO I ( FLOW SENSOR FLOW SENSOR A V I A T I O N COMMERCIAL INDUSTRIAL 12"DEEP(MIN.)DRAIN ROCK.SEE 3.(NIPPLE INSTALLING DCVA. MATER PROOF FINISH DE FLOW SENSOR SPECIFICATIONS FOR TYPE AND SIZE 4.SHUT-OFF VALVE B.DIAMETER OF PIPE CONNECTORS ( VALVE MASTER VALVE 5.CHECK VALVE AND FITTINGS=SIZE ACCESS BOX (D.S.H.S. PROVED) PER DOUBLE CHECK. TEE (SEE SPECS. I I-I I=) I - - WIRE `� 6.TESTS COCKS MAINLINE FOR SIZE) �- / HUNTER ICV-NORMALLY CLOSED _ BACKFLOW CREVICE FLOW— � 719 PRESSURE REDUCING V 6"ARiN. FLOW ( I I=1 (I -.0 LOCKABLE-I I-I LOC VALVE BOE LI[IITH ICo —�I I I--) h " �° _ _ BRICK CONC.BLOCK P TRIC CONTROL � I E I-I ° a (}° -- - BUILDING METER WIRES FROM Q _ _ FL I (I=1 1=�-—�— - 4"DEEP(MIN.)DRAIN ROCK.SEE OREGON 0 0 - CONTROLLER COMMON I I-III- -I -I I- I I-_ -_ ( - SPECIFICATIONS FOR PE AND SIZE. 0/ T 1 V - SHUT CFF 1 ISOLATION VALVE SCH,60 TOE WIRE LOOP =)(i=1 1=1 I i 1=) E 1-) 1=1 I =1 I I- ' 05/13/11 4<411 ;.�, 3"DEEP(MIN,) NIPPLES III !I I I I I - STUB-OUT TO BUILDING OR IRRIGATION SYSTEM DRAIN R K.SEE 6"-12"LONG �� s°MIN, SPECIFICATIONS CITY WATER MAIN FOR TYPE AND SIZE EXPIRES 05/31/14 I POINT OF CONNECTION DIAGRAM NOT TO SCALE 2 BACKFILOW DEVICE NOT TO SCALE (NORMALLYMASTER VALVENOT TO SCALE4 FLOW SENSOR — -- NOT TO SCALE 4 UP TO 200°AWAY THE ADRIENNE 3 2 7148 SW GONZAGA STREET HUNTER QUICK COUPLER( LRC) QD TIGARD, OREGON 97223 IN 10"V VE BOX 1 HUNTER ICfORE 6 STATION � FINISH GRADE DRAIN ROCK MIN.3"(3!4"C CRUSHED) WALL MOUNTED CONTROLLER - �,. INBIRD VB-STD VALVE BOX I I ! mmk I-I SCH.80 NIPPLE FINIS(I GRADE I=1 I I l ISI(II I ! I-III=,-I CONCRETE PAVER(4) I=1 I ETII� .=1 A — � = SCH$a NIPPLE � 2 �CONTROL WIRE IN ELECTRICAL CONDUIT. SIZE AND TYPE Shaping Future III t I— —1 SCH.4o STREET ELL. I=E I=1 I II — Ell BOTH SIDES � LOCAL CODE _l MAINLINE-(DIA.VARIES) FINISH G DE full III= — — — _ SCH.40 ELL. k I-I I I� °°a L`/ �/ELECTRICAL SUPPLY CONDUIT, � IISCH.�a NIPPLE =1 I — ISOLATION VALVE Q =l I PORTLAND CONNECT TO POWER SOURCE, 5415 SGV WESTGATE DR,STE 10R D,OR 97221 =1 I - - =1 !_ °° Q = 3"MIN.DRAIN ROCK J BOX INSIDE CONTROLLER. TEL(503)419-2 FAX(503)419-2600 cy) — �-- SCH.ao STREET ELL. I—IT— ;°__ _=1 I � = ! " =1 11=1 I 1=1 I(=(11=� j I— ( �4L CLEAN 5 _ SCH.40 TEE OR ELL., P. CONCRETE PAVER *NO WIRELESS SOLAR SYNC SENSOR MAINLINE SCH 40 S x T COUPLER R�f)IiNT CONTROLLER WITH LCD SCREEN AT EYE LEL. (3MODEL SOLAR SYNC MODULE BOTH SIDES CONTROLLER SHALL BE HARD-WIRED TO GROUNDED 110 VAC SOURCE. MOUNT ON 2"DIAMETER GALVANIZED POLE A MIN MOUNT ON WALL NEXT TO CONTROLLER 1 V ABOVE FINISH GRADE.SET MOUNTING POLE IN CABINET 12"DIA. 16"DEED CONCRETE FOOTING.LOCATE n IRRIGATION CONTROLLER POLE IN LOCATION THAT MAXIMIZES DIRECT / SUNLIGHT WITHOUT OBSTRUCTING RAINFALL COLLECTION,POLE AND SENSOR TO BE FIELD POWER SOURCE LOCATED BY LANDSCAPE ARCHITECT AND CONTRACTOR AT THE TIME OF CONSTRUCTION. VALVE DIRE CONDUIT FINAL LOCATION IS DEPENDENT ON SENSOR SIGNAL STRENGTH. NOT TO SCALE6 ISOLATION VALVE NOT TO SCALE7 WALL MOUNTED NOT TO SC E8 WEATH QUICK COUPLER WITH LOCKING RUBBER LID ER STATION NOT TO SCALE 1. CONTRACTOR TO VERIFY WITH OWNER AND UTILITY COMPANIES THE LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION AND TO DETERMINE IN THE FIELD THE ACTUAL LOCATIONS AND LU ELEVATIONS OF ALL EXISTING UTILITIES WHETHER SHOWN ON THE PLAN OR NOT.THE CONTRACTOR SHALL CALL UTILITY PROTECTION SERVICE 72 HOURS PRIOR TO CONSTRUCTION. - FINISH GRADE 2, CONTRACTOR TO REPORT"ALL DAMAGES TO EXISTING CONDITIONS OR INCONSISTENCIES WITH PLANS TO LANDSCAPE ARCHITECT. I-I I-I E s CL N AND LIGHTLY i 3. CONTRACTOR SHALL MINE FINISH SURFACE,GRADES,TOPSOIL QUALITYD DEPTH.DO NOT I START ANY WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED.VERT LIMITS COMPACTED BACKFILL OF WORK BEFORE STARTING. � III-1I I-I 3 I I-III-1 I I _I I-I I-I TRACKING WIRE,6" 4, CONTRACTOR SHALL COORDINATE IRRIGATION INSTALLATION WITH INSTALLATION OF 00 &MI -I I-1 1 - ABOVE MAINLINE ONLY LANDSCAPING ANDDRAINAGE SYSTEMS,CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATION WITH OTHER SUBCONTRACTORS FOR INSTALLATION OF UNDERGROUND SLEEVING. LATERAL LINE 5, CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE IN ALL LANDSCAPE BEDS AND ALL LAWN 6. MEAES FOR RAIN SENSOR TO BE RUN IN RIGID PVC CONDUIT TO INCLUDE SWEEPING US, _-- - - MAINLINE-SIZE AS REQUIRED COUPLINGS,AND STRAPS AS REQUIRED AND DIRECTED BY LANDSCAPE ARCHITECT.CONDUIT SHALL BE PAINTED TO MATCH BUILDING ARCHITECTURE AND BLEND WITH MOUNTING SURFACE. I I=1 I -1 1=1 I-I I l'I TTI I I=1 I-1 ATTACH IRRIGATION WIRE T CONTRACTOR SHALL PROVIDE VALVE OUTPUT LIGHTNING I ELECTRICAL GE PROTECTION AND 8'LONG COPPER GROUNDING ROD WITH 10 BARE COPPER WIRE FOR CTRLER, ITS TO MAINLINE AT ALSO INTERVALS OF 2F-0" PROVIDE PRIMARY PROTECTION KIT. PROVIDE SURGE PROTECTOR ON EACH LEG OF INCOMING POWER TO GROUNDING ROD, 6. CONTRACTOR TO PROVIDE OWNER WITH KEYS AND HOSE SWIVELS FOR QUICK COUPLER VALVES. IRRIGATION TRENCH IN LANDSCAPE BED NOT TO SCALE 9, CONTRACTOR SHALL PROVIDE A REPRODUCIBLE AS-BUILT IRRIGATION PLAN.PLAN SHALL BE - - PREPARED,UPON FINAL ACCEPTANCE OF IRRIGATION INSTALLATION,ON A REPRODUCIBLE SITE W STAMP IN CONCRETE PLAN(PROVIDED TO CONTRACTOR BY LANDSCAPE ARCHITECT).AS-BUILT PLAN SHALL BE TO MARKSLE LOCATION SUBMrFTED TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL. 4 ° PAVING 10, CONTRACTOR SHALL PLACE A COLOR CODED ZONE M OF THE IRRIGATION SYSTEM INSIDE OF C ing: CLEAN D LIGHTLY IRRIGATION CONTROLLER. , I I I=1 1=I — COMPACTED BACKFILLI °-� II f=l I I—(€I —(E F 11, CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FOR L PRODUCT SUBSTITUTIONS BY THE CL 1=1 I—I I I=1 TRACKING MIRE,6" LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. PRODUCTS,MANUFACTURERS,ANIS MODELS IRRIGATION DETAILS LULJJI-I I 1-1 I II ABOVE MAINLINE NOT IN COMPLIANCE WITH DRAWINGS AND SPECIFICATIONS MAY BE REJECTED BY THE LANDSCAPE 00 0I I 1=1 1-1 -I ARCHITECT WITHOUT PRIOR WRITTEN APPROVAL. AT NO COST TO THE OWNER THESE ITEMS MAYAND NOTES BE REQUIRED TO BE REPLACED WITH PRODUCTS THAT ARE IN COMPLIANCE WITH THE I L MANUFACTURERS AND MODELS ON THE IRRIGATION PLAN, I-1_I.I 12. THE IRRIGATION SYSTEM HAS BEEN DESIGNED TO OPERATE AT A MINIMUM OF 65 PSI AT THE POINT III-i I!-I i I V f=1 PVC CLASS 40 SLEEVE_ OF CONNECTION, IF THE PRESSURE IS LESS THAN 65 PSI,OR GREATER THAN 75 PSI, NOTIFY THE I I=1 I=1 I =1 I I 4"(UNLESS OTHERWISE NOTED LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE IN WRITING,PRIOR TO PROCEEDING WITH THE INSTALLATION OF THE.IRRIGATION SYSTEM. 4w PVC SCH.SLEEVES AS REQ. FOR WIRING AND OTHER 13. CONTRACTOR SHALL INSTALL CHECK VALVES WHEREVER ELEVATION DIFFERENCE OF 5 FEET IRRG APPURTENCES OR GREATER OCCURS WITHIN THE SAME IRRIGATION ZONE., Job No: 131 10 SLEEVE INSTALLATION UNDER PAVINGNOT TO SCALE12 GENERAL NOTES IRRIGATION PLANNOT TO SC EBLANK FOR FUTURE USE FORate: 10/3/13 NOT TO SCALE NOT TO SC E Sheet ; L-301 CARDCARDNO PROJECT#21302390 SIE A ARCHITECTURE LLP 2525 E. Burnside St., Portland, OR 97214 h n s( 3) 226-3617 www.seallp.com CENTREXCONSTRUCTION, AVIATION * COMMERCIAL « I.NDUSTRIAL S T 749 PATRICK NOR OREGON 05/13/11 EXPIRES 05/31/14 WATER PROOF CONNECTION (2) —1.5"T x 1®T BCH 40 COUPLER LANDSCAPE DRIPLINE TUBING: ZONE ILD TAG DRIPLINE TUBING TCP OF MULCH - 3' DEPTH HUNTER PLD TUBING 6' ROUND VALVE BOX: VALVE BOX WITH COVER FINISH GRADE/TOP OF MULCH DRIP VALVE AND FILTER GALVANIZED TIE DOWN STAKE. THE ADRIENNE \ � RAIN BIRD TDS-050 w/ BEND PLACE ONE ERV THREE EMITTER (PRE-INSTALLED) IN TUBING 3' MIN. LINEAR FEET OF TUBING FLUSH GAP - HUNTER PLDCAP PLANT MATERIAL --2p T x 1.5' T IGH 40 ELBOW 3 MIN, BLANK DRIPLINE TUBING PVC BCH 80 NIPPLE TOP OF MULCH ® 3� DEPTH 714 STREET IV T (LENGTH AS REQUIRED) FINISH SOIL GRADE TIGARD, OREGON 97223 s T CONCRETE PAVER (4) \�//\�/�\\///\�// T \/////////// //\/\ \//\//\//\ PRESSURE COMPENSATING °Q o o° 0 ° FINISH SOIL GRADE \j\\j\\\/\\f IN-LINE EMITTER TUBING (3Qa� �C IGH 30 NIPPLE (2' LENGTH, \\//\\rj\\/\\/j /\\/�\\�/ /\\//\\/j\\/\\//\\//\\/j\\/ //\\//\\ \//\\//\\//\\/ BARREL} TEE: OQ oa o0�O� oo� HIDDEN) AND BCH 40 ELL \\j\\f\\\\\/\\\\%\\f\\�\\i\\1�/\\j\fj\\j \\ \\j\\j\\% j\\j\\ 0 Q HUNTER PLDTEE PVC MAINLINE: PIPE � LDRIPLINE TUBING IrtFuture —PVC BCH 40TEE BURY TUBING 1" COUPLING - HUNTER PLUGPL � PORTLAND BCH 40 COUPLER: BELOW FINISH SOIL GRADE. (BARB TO BARB? j 5415 �V SET UIQ,BTE 1 PORTLAND,OR 97221 IF ZONE FLOW< 35 GPM USE 1.5' S x 1,5'T ®INCH MINIMUM DEPTH OF // TEL.( 3)419a2 FAX:( )419-2 600 IF ZONE FLOW> 3 GPM USE 2" S X 1.5' T 3/4-INCH GLEAN CRUSHED rd , GRAVEL EMITTER (PRE-INSTALLED) PVC LATERAL PIPE IN TUBING 3$ MINIMUM DEPTH OF 3/4&WASHED GRAVEL 21 DRIPLINE TUBE STAKING DRIP VALVE AND FILTER ASSEMBLYNOT TO SCALE NOT TO SCALE31 F1 NOT TO SCALE4 DRIPLINE PLACEMENT AROUND NOT TO SCALE PVC SERVICE LATERAL PVC BCH 40 TEE SxSxT PIPE FROM VALVE FEMALE THREADED SIDE - RAINBIRD XERI-BUBBLER _ ON 5' PLASTIC STARE PVC SCH 40 ELL SxT — PVC LATERAL PVC LATERAL PIPE.. MODEL, UXB-360-SP`(K FEMALE HEADER TO CLASS 200 PVC THREADED SIDE SERVICE DRIP LINE TUBING, BARB TO 3/4' NPT ADAPTER HUNTER PLD075 TOP OF MULCH - 3' DEPTH LANDSCAPE DRIPLINE TUBING RAINBIRD 1/4°XQ DISTRIBUTION TUBING TEE: HUNTER 1/2° PLDTEE FROM HUNTER PLD TUBING 40 FINISH GRADE \ TIE-DOWN STAKE: RAINBIRD TDS-050 W/BENLD BARBED TEE: HUNTER PLLDTEE BARBED ELBOW: LANDSCAPE Drawing: HUNTER PLDELB DRIPLINE TUBING BARBEL] COUPLNG: HUNTER PLDCPL IRRIGATION DETAILS FLUSH CAP: HUNTER PLLDCAP 5 DRIPLINE LAYOUT NOT TO SCALE BUBBLER ON STAKE NOT TO SCALE BLANK FOR FUTURE USE NOT TO SCALE 8 BLANK FOR FUTURE USE NOT TO SCALE JO No: 1310 Date: 10/3/13 Sheet : L-302 CAIRDNO PROJECT#29302390