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I I I ( I II ' II 1I Jill11 I IIMAGE IS NOT AS CLEAR AS THIS NOTICE, 4 1 `f IT IS DUE TO THE (QUALITY OF THE ---- -- - _ No.36 ��' • ORIGINAL DOCUMENT 091111161911 8 z L z s z z 'b z s z z t Z o z 6 t� 8 t ' L t 9 t _ g t � t E t z 1 ---- T ^�'� I t t t till II IlIlli IIII Illi IIII Illlllill ILII LILI Illi IIII lilt (III. II(l ILII. Illl�llll Illi IIII IIII IIII IIII IIII IIII III! IIII :1111 IIII IIIII►iiil�lll IIII I I g 8 � L 9 9 � • s z II IIII IIII 1111 ..111 ll fill. ill. -1111 Illi lllllflll !ll 1.1 11� lIlII1,111� I ai v ' v) n z O w w o p o 0 U z 07 z c p NG - Vo . O u Y WESTERN PSYCH01 OGICAI-i SERVICES BUILDIPLAN m u Y ROAD -- ; _ 7455 SW BEVELAND Q : O TIGARD , OREGON o _ _ � Y 17 G o � ASSESSOR MAP NO . 2S101AB �,� � TAX LOT 1608 CITY OF TIGARD BENCH MARK #252 �><NGGENERAL NOTES I. ALL WORK SHALL BE IN CONFORMANCE WITH THE CURRENT REQUIREMENTS OF THE CITY 3" BRASS CAP AT THE S.E. CORNER OF S.W. 72ND AVENUE � arm OF TIGARD, OREGON CHAPTER OF APWA, D.E.Q., AND OREGON STATE HEALTH AND S.W. HAMPTON STREET IN TIGARD IN WASHINGTON DEPARTMENT A5 APPLICABLE. I I.200 COUNTY OREGON 'C•rT D. 2. ATTENTION EXCAVATORS: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE ELEVAT I ON-222.84 --. OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-OC 10 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING (503) 232- 1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CALL CENTER. YOU MUST NOTIFY THE CENTER AT LEAST 2 BUSINESS DAYS, BUT NOT MORE THAN 10 BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6699. 3. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE APPROYIMATE. CONTRACTOR SHALL DETERMINE EXACT LOCATIONS OF UNDERGROUND UTILITIES AND PROTECT THEM FROM DAMAGE DURING CONSTRUCTION. S--' H E E T INDEX 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND COORDiNATE THE - -- REMOVAL OF EXISTING UTILITIES OR ABANDONMENT OF UTILITIES (SEWER SERVICES, WATER WELLS, WATER SERVICES, POWER LINES, ETC), PER COUNTY ANL STATE REQUIREMENTS, IF C 1 .3 COVER SHEET THEY ARE NOT TO REMAIN. C 1 . 1 EXISTING CONDITIONS AND DEMOLITION PLAN OWNER/ DEVELOPER � 5. REMOVAL OF EXISTING INTERIOR STRUCTURES, FENCES, VEGETATION , SERVICE LINES (ABOVE C 2.0 SITE PLAN AND UNDERGROUND), POLES, MISC. ITEMS NOT SHOWN, AND THE CONSTRUCTION AREA DEBRIS C 2. 1 STREET AND STORM PLAN AND PROFILE (PUBLIC) Name: Western Psychological & Counseling Services CLEANUP ARE TO BE INCLUDED IN THE DEMOLITION BID ITEM. C 2.2 STREET AND STORM DETAILS (PUBLIC) Contact: Darvi Quick 6. THE CONTRACTOR SHALL PROVIDE ALL WORK ILLUSTRATED ON THE DRAWING SET INCLUDING C 3.0 GRADING AND EROSION CONTROL PLAN Phone: (503) 704-5063 ' TALL HE INCID NERENTAL WORK REQUIRED TO COMPLETE THE PROJECT IN A MANNER A`: ;EPTABLE TO C 4.0 SITE DETAILS Fax: (503) 669-6841 I, ` 7. ROCKS LARGER THAN 12 INCHES IN DIAMETER, ROOTS, BRUSH AND REFUSE Oi NY L 1 .0 LANDSCAPE PLAN AND DETAILS KIND SHALL BE EXPORTED AND LEGALLY DISPOSED OF BY THE CONTRACTOR, UkLESS OTHERWISE DIRECTED BY THE ENGINEER, AT NO EXTRA COST TO THE OWNER. 8. CONTRACTOR SHALL OBTAIN ALL LICENSES REQUIRED PRIOR TO CONSTRUCTION. 9. CONTRACTOR SHALL DO ALL WORK SHOWN ON DRAWINGS AND ALL INCIDENTAL WORK NECESSARY TO COMPLETE THE PROJECT IN AN ACCEPTABLE MANNER. a � � - _ - � -��--� CIVIL ENGINEER C� 10. CONTRACTOR AND/OR SUBCONTRACTOR(S) SHALL HAVE A MINIMUM OF ONE (I) SET OF z `"" S w C a rt m o U t h st - I - APPROVED CONSTRUCTION PLANS ON THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. + � Norrie: Otak, Incorporated 11. TRAFFIC CONTROL. SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE Contact: Kurt Krueger, P.E. C) "MANUAL OF UNIFORM TRAFFIC CONTROL._ DEVICES" (MUTCD). I N.T.S. Phone: (503) 635--36 18 12. ADJUST ALL R I MS, COVERS AND FRAMES TO F I N I SH GRADE AS D I RECTED BY THE ENG I NEER. Elmhurst S1 FOX: (503) 635-5395 +� 13. THE CONTRACTOR SHALL TAKE NO ADVANTAGE OF ANY ERRORS, OM I SS I ONS, ORSw or4 s �' (G DISCREPANCIES IN THE PLANS. WHEN ERRORS, OMISSIONS, OR DISCREPANCIES ARE FOUND a r � 1 THE ENGINEER SHALL BE NOTIFIED. WORK PERFORMED BY THE CONTRACTOR AS A RESULT p V OF AN ERROR, OMISSION, OR D I SCREPA14CY IN THE PLANS SHALL BE AT THE CONTRACTOR'S I J F I" r win Ian R I SK WHEN SUCH ERROR, OM I SS I ON, OR D I SCREPANCY HAS NOT BEEN BROUGHT TO THE r -«•-..�f__ ATTENTION OF THE ENGINEER. Sw 'Fen , ..._. .� CITY OF •(lGARI� 14. CONTRACTOR SHALL PROTECT EX I ST I NG MONUMENTS, BENCH MARKS, PROPERTY CORNERS, GOVERNING JURISDICTION 0 GOVERNMENT MONUMENTS, AND SURVEY STAKES. REPLACEMENT OF THESE ITEMS SHALL BE AT n 9a St __ - Approved... ......prov...................................... L .� -_. • --- Grnditianally Approved.....................................( ). F�r only the work a� escnbed in: 0 THE CONTRACTOR'S EXPENSE. , IL �~ a Name: City of Tigard 'ERMITNO.��.`�.�Z- ?.,I�, z Contact: Brian Roger sea Letter Follow...... .. . -.......... ...............c 15. AFTER LOCATES ARE REQUESTED AND UT'1 L I TY COMPANIES HAVE PI OV I DED LOCATES, "- uJ �j CONTRACTOR SHALL_ POTHOLE TO THE DEPTH OF THE PROPOSED UTILITY TO VERIFY Sw I_ia t n Phone: (503) 639-4171 ext. 2471 LOCATION OF ALl_ UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION AND r �1~ k Jo Ac es : = S. _ r Fax: sere: _ oma- LLQ PROVIDE OTAK INC. AND THE APPROPRIATE INSPECTOR, 72 HOURS NOTICE OF ANY (503) 624- 0752 �.� POTENTIAL CONFL I CTS. �- 1 16. ANY ALTERATION OR VARIANCE FROM THESE PLANS, EXCEPT MINOR F-I ELD ADJI1"3TMENTS �� tri w,� ' CITY OF TIGARD v I NEEDED TO MEET EXISTING FIELD CONDITIONS, SHALL.. FIRST BE APPROVED BY THE `'� Ln ENGINEER AND THE APPLICABLE AGENCY REPRESENTATIVE. �� Sw h Avo ti� �, Approved.............. _........ . .,........................ � Q _ _ _ Conditionally Approved ......... . ................. C i t. Q C 7 17. ANY CONSTRUCTION OBSERVATION BY THE CITY OR THE ENGINEER, SHALL NOT, IN ANY _ For only the wM%iis described in: WAY, RELIEVE THE CONTRACTOR FROM ANY OBLIGATION TO PERFORM THE WORK IN PERMIT NU._.Follc x(1(1\_...... z.- a : STRICT COMPLIANCE WITH THE APPLICABLE CODES AND AGENCY REQUIREMENTS. See Letter to Follcw. .......... ( 1: c VICINITY __ MALS' _ � co 18. A PRE-CONSTRUCT I ON MEET I NG I S REQU I RED W I TH ALL I NSPECTORS PR I OR TO START i NG -�Y�___ _ - ,lob n�+ W N NOT TO SCALE �y' -� Date:. 1 � ?..� � ANY WORK. Q • 19. STREET SIGNS AND PAVEMENT MARKINGS TO BE SHOWN ON THE PLANS AND INSTALLED BY THE DEVELOPER. 4 � ln.�c�rE��>rrt(cr 17355 SII Boonei Ferry Rd. •� lake O"Pgo, Oregon 97035 Phone: 503 635-3618 rp FAX: 503) 83.5-5395 Internet: 1[".Otek.COM 11455D455S_010 Project No. Drawing No. _ 1 . Beveland 5tr. 7455 1604C 0- ---- BUP2002-00363,PLM2002.00402 Sheet No. 5 of 11 a Copyright 2002 Q NOTICE: IF THE PRINT OR TYPE 3 4 PE UN ANY III III III III III III III I I III III III III III III III III I I I III III III 1 1 1 1 1 1 1 I I I I I l 1 1 l l III III III III ill III III III III III I I III 1 1 1 1 111 ! 1 1 III III 1 1 1 1 1 1 1 11 ! 111 I ! 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I 3� TAPER Til EXISTING ('URB V EXISTING HOUSE ! 1 I � y TO REMAIN I 4� CONCRETE SIDEWALK, 6' NIDE • I� I t _ (ower Foo) > EXTRUDED CONCRETE CURB Entr \. TL 1600 6 ASPHALTIC CONCRtETF PAVEMENT RELOCATE UTILITY PEDESTALS (BY OTHERS) 5 —91 1,0 9 8 CONNECT TO FVSTING SIDEWALK 4 a .' �r 5 BIKE RA K `?OS _ ~ TRA W ENCLOSURE, 4'x6' CONCRETE PAD 5 I 24' CLEAR N901N TRIANGLE (30'00) TO REMAIN CLEAR OF ORSTRUCTIONS \ °� 01, "'3.5' ,o �_____ - 1 12 COINCR'ETE STAIRS (7" RISER, 11' TREAD) 4 RISERS \. It �D 1X8-tfl' ° �--- � � o 10.5 SETBACK SI TE DATA: ADJACENT PROPERTY , 5 _____`QS 11 _ I ADDRESS T AND ROAD —_ PARK i NG FACILITY ?°\ \ Q \ 2X f 1 TAX MAP.• 2S/N'DIAB TL 1608 L I S/TE AREA: 16,500 SO FT J84 C) 1 SS SSD- -�-- --� RAMP - � . '9 " �`.'` 5 �. 2 � (Y -- 30 0 � F' 4 \ �„ � -,. 110 1 d' 7 o I Z A/C WALK 40 Lij 30 IST/ I5 — _ > _ a f I �`' i- m r'ExIS NG 8 AN �* o- s A(I o q _ tri _..l I � -- V2+ s_ I ;, 3 :ice=fir _—, __ >�[ I I 18' + c --�.' 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I I G I I 3 ��—�" �N 1r' U 1 EX1Sr -;W-� 1 0 IN ` `— M --- _WA Y — \ _ ss Incorporated 17355 SW 800nes Ferry Rd. lake Osnego, Oregon 97035 Phone: (503) 835--3918 20' 0' 20' 40' �] FAX 503 836--5395 Internet: 111I11,0tek.001( 11455 D455SO20 SCALE IN FEET .'.� o,.� Project No. Drawing No. 0 2. 0 Beveland Str.745 i _ BUP2002-00363RDA2CJ2-00402 Sheet No. 6 of 11 a Copyright 4002NMI (� NOTICE: IF THE PRINT OR TYPE ON ANY IIII1I I III III I1 111 1 I_II _I _I I I II III II Jill I I III I111 I111 1 1 111 1111 11111 IMAGE IS NOT AS CLEAR AS THIS NOTICE, 11 I 12 C( )le- C �4 6 � �S) UCS IT IS DUE TO THE QUALITY OF THE _ N"3e iE=NT T S RZ 8Z GZ 8Z Z iZ EZ Z iZ OZ 8T B[ Gt 8t Qt 6t Gt ZTo�i 8 8 L___ 8ORIGiNALDOCUM (u.l 1lJIIIlIINIII i o v, N f, I Z ' 01 I ° ° j TL 1607 I o 1 N i I TL 1605 I I I L I TL 1700 a I I r d � a C. � a r I r - 1 IN I E r r ol5m I I 20' 0' 20' 40' I C. X� SCALE IN FEET ONE r ORN 3x X VEd ION LINE! C N WOOD PLAY H SE ti r ON CONCRETE. D j 6" CONC. WAW 11 I"tlJ" I J � W000 DECK UYNQMS HEDGE LINE OC�ERR� WOO DECK ' =} I \ IF WOOD DECK - 1O RVIV IC EmsnNG ANAL r r TL 1609 \ ELEV 217.47' / I � FIN. FLOOR X 1 jl Q REMOVE EX/SITNG CURB W ,� 11 ELEV 217.62' o GATE 3Q REMOVE PLriW R BOX/PLANTER HOUSE ' FIN. FLOOR REMOVE PWCH, EN!RY, SIDEWALK, PLANTER, AND COINO?ETE WALL �► 1 OD C ELEV 213.28' FIN. FLOOR I �J PLAN ELEV 208.89' `� HEDGE LINE I 5 REMOVE EXISTING TREES 0IR R BO, W \ ,. ���- 4 TL 1600 \ O ExI571NG WA 79' METER P^ Z Ci V 1 o l 7Q EXISANG N CABLE d' 1r .EPlIONIE 9 3 PH PLAN 5 6i DRIVE r EtOX I 8� EXISTING NA LURAL GASLANDING 3 3 R 2CH ` I 9O EXISnNG ELECTRICAL PEDIsm �os Fo z R 10 EXISTING 4ff SANITARY S1T18 0 Q r11 W 11 EXISTING MAk BOXblL1. 2 l ` I 0 Z �G 2X6- L4 ADJACENT PROPERTY opo '� °;'. QORD SITE DATA: PARKING FACILITY �� ?ps - ADDRESS 7455 SW BEVEL00 ROAD �j STORM ~ rlGARD, oR 972m IRIMT to' L- ��. �:! TAX MAP.' 2SIOVIAB lL 1808 15 CSP our w LE. 1e5.e5 — _ ���- 12" PVC IN N LE 185.80' \ ?p _ 1 W SITE AREA: 16,5A0 SOFT (.,3Bi1C) 0 8' PVC M NE I.E. 188.10' IT CSP IN E I.E. 185.75' C — '� �_, 1 1 Q IT 2X8' 12' PVC IN SE I.E. 186.20' mm ONCR — PINE rr�� WALK. Nv 7� �a ,2X10-1r� V1 Q -Now, *l " Ss' SD--_SAN MH C t =L MP �� G� r `~� _ 5 a rte" RIM 189.42' —7D+�3.�$S--- �` '--SDS �� 7 z Ir PVC OUT W IZ 177.97' --� t I � g z 8' PVC IN N LE 178.07 1 I ' �� 2 _ i —_-�y� _ — 6 Q `�. _ A/C WALK I W z 8' PVC IN E IZ 181.27 7 -SD II EXISTING 15 - - �` \ ' _'-- I12 t SDS . m CY -W . I I EXIS1NU 8'AN__ ►� I �+ b , -�rv =� @ r CONC WALK C7 U� _r r Iif+fes.,s J,_ �C SD-- -'� z (J(-JI J �.s 2 ' U1R8_LI C8 V W S w 1 c� -- v�' RIM 205.64' ` U VeL A ELAN I` 1 SD CURB LINE 15 PVC OUT S I.E. 202.24 LC (f! EXISTING N R ` 1 '� Cv ,� HYDRANT -_ --w. _ DR T --� I 3 I SS-� t', N 1(STORM MN C I n _ _ W EXISTING 12 W r �� j`-I RIM 205.95' o -�+• �t X -` - _ ---W_ _ 3 I I 1 NMIEE2MMS' I� r-- S 1. l 18• PVC IN s> .05 SS' W--- I 1 nrl ExIsrlNc --- --- -- �Y — — RI - --_ —_ ,J GHT-OF-WAY _ 1�-- �, -'' slw MHSS---421t— — — -- W'— -1_ RIM 210M 8' PCV OUT W LE. 202.1' o 4'-C PVC IN N WE IVS 202.4' incorporated 17355 311 Boones Ferry Rd. 'd Lake Oswego, Oregon 97035 Fi Phone: 503 835-3818 ,p FAX: 503 895-5395 Internet: .Otak.COM 11455 D455S011 Project No. Drawing No. C 1 . 1 Bevelend Str. 7455 � BUP2002-00363,PLM2002-00402 he Set No. 7 of 11 a copyright 2002 NOTICE: IF THE PRINT OR TYPE ON ANY III" III III III III III III I I III III III I I III III I(IfI(1 I(I Ili I (I I'I III III I(I I(I III I(I III I I III III IIIII 1 I (I III III I I III III IIIIIII I(I III I(1III1 III III VIII I / �L � IMAGE IS NOT AS CLEAR A I I I 11 I I I �I I I II I I 1 4 I I I �I I I I I I I I I I $I I I I I 10 I I 11 ( 1I t �( )!r_ / S THIS NOTICE, 1---- - -- -- --- ._.1 - - --- --1 ---- - -- -----L----- �— --- -1 _ - J--- - ----J IT IS DUE TO THE QUALITY OF THE No.38 ORIGINAL DOCUMENT � E 6Z 18 z G Z 91Z Z 16 Z E�Z 7,Z �Z U�Z e�t 8�i GTt e�t 9�t fi�i G�[ Z t t t D�t �e 8 G 9 4 i► S Z i ►,N VIII ' T I � I I I ll I� 1 ilil IIIIII�IIIIIII IIIII�►�f II�IIIIIIIIi�illl�l lllll�ill VIII ILII I�IIIIII� �I�Illlll IIIIIIIII ILII ILII IIIIIIIII IIIIIIIII IIIIIIIII ILII Iiil IIIIIIIII Iiil ILII IIIIIIIII IIIIIIIII lu!ulll I►IILIIII Iilllllll ulllilll�ll� �W11ll I 208 i I I { 208 INOTES STREET EX ATIST 0 ROAD.gRADE REMOVE EXISTING CURB FROM SW BEVELAND STREET STATION p N 1 1 +31 .50 TO STATION 12+39.70. z N o M 0 PROM D GRADE AT! 2 RELOCATE UTILITY ACCESS BOXES BEHIND NEW SIDEWALK. 0 a '� FLOWL I NE OF GUTTER, STM CONTRACTOR TO COORD I NATE W I TH FRANCH I SE UT I L 1 TY COMPANY. 18' LEFT T 1St ANG z s U S� EX "w - SAWCUT EXISTING ASPHALTIC CONCRETE MINIMUM OF 2" OFF THE n° 200 , 200 EX I ST I NG CURB. REPLACE A.C. TO NEW CURB. tD W =- AN N d 4� REMOVE AND RELOCATE MA I LBOX BEH I ND NEW CURB, ADJACENT TO 1 " EXISTING GR DE AT - - 8" FLOWL I NE OF' GUTTER TIN° `'' N NEW DRIVEWAY. W ; �� _ a E x I S�� = 04 04 11 A U �.... —� �... ..... IZI 31: Cl o - -- --- - - -- -- - " - -- �'- - 515� CONTRACTOR TO COORD I NATE RELOCATION OF UNDERGROUND - - .� .•� i _ Na z � ? "o co -' UTILITIES WITH THE APPROPRIATE FRANCHISE UTILITY z o ,_� - ,-- ►- ; 11 z z o 04 COMPANIES. o Y a l.=J CONSTRUCT 24 WIDE CONCRETE DR !VEWAY APPROACH WITH 3 192 __-- _ - - - - - Ise W : NGS PER C I TY OF T I GARD STANDARD DWG NO. 208A. 1� - �, M W V o CENTERLINE OF DRIVEWAY AT STREET STATION 12+06.50 ( 18 LT) NEW 8 STORM DRAM SERVICE N 04 Li I NSTA L 15"x8" TEE ? < ,? --- ~ STR STA 1 1+77.50 (�2.20'LT) z n w 4-1 _ STORM NOTES - X I ST I NG SAN s ``' SANITARY SEWER ATERAL w n f- �� 9' a o Q n - ! 1 INSTALL 19LF OF 8 STORM SERVICE ASTM 3034 SDR 35 PVC PIPE d m ,r, ,,, 3 - TR STA I I+ .60 (4.80 LT) O AT SLOPE-0.030. r _ vy 3 + 00 3 _f BEVCONSTRUCT 3" D I AMETER WEEPHOLE I N CURB AND CONNECT TO 184 '_ _ -. -- _. ..--__ z � Z Q I ST�_ LAND FILE _ 184 r Z N W z (n i SCALE: HORI, ONTAL " =20' EXISTING STORM DRAIN. I i w Cr o W VERTICAL %1" =4' mU) 1- m (n DAA ATEV _ 1819.00 11+00 12+00 13+00 WATER NOTES RELOCATE EXISTING WATER METER BEHIND PROPOSED CURB PER CITY OF T I GARD STANDARD DWG NO. 520. STREET TREE NOTE INSTALL 4 TREES - 2" CALIPER B&B CONDITION - RAYWOOD CLARET ASH I, SEE PLANTING DETAIL ON SHEET LI TL 1609 1 � _ TL 1608 I i TL X600 UTILITY NOTES . Cn Y- I 1 . THE LOCAT I ON AND DESCR I PT I ON OF EX I ST I NG UT I L I T I ES SHOWN ARE COMPILED FROM AVAILABLE RECORDS AND/OR FIELD SURVEYS. THE CITY OR UTILITY COMPANIES DO NOT GUARANTEE THE ACCURACY NOR THE � COMPLETENESS OF SUCH RECORDS. 2. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF ORS —210 I 1 T 757.571 . THE CONTRACTOR SHALL NOTIFY EACH UNDERGROUND I , � 757.54 0 UT I L I TY AT LEAST 48 HOURS PR I OR TO EX'AVAT I NG, BOR I NG, OR W POTHOL I NG. ALL UT I L I T CROSS I NGS SHALL BE POTHOLED AS NECESSARYm PRIOR TO CONSTRUCTION. `- -� o - 0' 10' 20' 40' ��1 0 Q 0s m 3. PROVISIONS SHALL BE MADE BY THE CONTRACTOR TO KEEP ALL p.• -- ( EXISTING UTILITIES IN SERVICE AND PROTECT THEM DURING CONSTRUCTION. 48 los_ 1� 1 CONTRACTOR PAVING/STAGING AREA TO BE STREET TREES LOCATED ON-SITE WITHIN EXISTING a 0 DRIVEWAY/PROPOSED PARKING AREA. 1 \\ oo \� STREET TREE 1 - R.O.W. I -7 O 30' R.O.W. Lli (!� LLJ 18 _- `'" 7T --:E P- —LANE I t� 3: - -- U) - ! Q ---so- - --- -- -- —sD - -- - - - `u —sD— -- -- ih - \ ;. SD-- - — �.� — -- SG-- --a DRIVING LANE ( ' l.iLl ! o,`'� '� 6 0 --- � Cq °Ir CL FINISH GRADE 5 I 4 Ln Q ! r. !— I I _ - --- --- I-�J s-_ °- 3 —SS— f-- — -�- Ss— - -- -- 13+-55.d� I D .N IE N 4, 6, I I.5' oOi- (~!) (, 1 S1�1�N 8.'SAN 1 _ 01 RM j69.42 177.97' F--+- - - w t118-01" E. c 1 SW B NELANO R 1 2R 2% I �• ma ` 2-- --- - - ?• C7 6. �PVC M t4 18.21' I - M � @'? -_W ----_- _----- -�_I _�W-- -_- _-- --_-_W_- __ — — —w-- -- --- , EXISTING BEVELAND ROAD PLANTER STRIP` EXISTING 12 W \� O • �1 EXISTING HYDRANT4" CONC. SIDEWALK --4" A/C (2" CLASS "B" do 2" CLASS "C") -STD. CURB & GUTTER .�.� EXISTING R I GHT-OF-WAY 11 OF I ? M I N JS CRUSHCD AGGREGATE BASE ROCK COURSE Incorporated SW BEVELAND ROAD PLAN SW BEVELAND ROAD HALF SEC TION � 17355311Hoonr oFerryn 35 '^' awe take dgo, Oregonegon 97035 SCALE: 1" =20' N.T.S. STA 1 1+31.50 TO STA 12+41.00 — Phone: 503 635-3619 FAX: (503) 935-5395 0 Internet: 111111.Otnk.COY 11455 D 4_55CO2 Protect No. Drawing No. r. 74 Beveland Sl5 C 2. 1- 5 BUP2002-00363,PLM2002-00402n^� Sheet No. 8 of 11 w Copyright 200E NOTICE: IF THE PRINT OR TYPE ON ANY I Il`III III III ' III III III I I III III III I I I I I I III III I I1 III III III VII I I III III III I I' III I 1 I III I III III III 11 II I I I III III I I III III 111 I I I I III I I I I I I I I I III III I I I I I I �UL IMAGE IS NOT AS CLEAR AS THIS NOTICE, ITIS DUE TO THE QUALITY OF THE No 36 ®<�•�''^{.'!"' ruw+wnc ;, ORIGINAL DOCUMENT t1l ??� '11 ,11 6jiIIIIIIIIIIIIIIIIII IIIIIIIiI IIIIIIIII IIIIIIIII UIIIIIII IIIIIIIII IIII{1111 IIILIIIII IIII IIII IIB II{1111i IIII 111 IIIIIIIII IIII{11H IIII{1111 11II IIII I II�IiII{11111111 IIII llll�llll illl Ill�llll{1111 IIIA I��1 .���I� I � 1llW�Wll� �ll1�ll1W.l��ll ►II If�I II Z I 8' PUE CURB JOINT — 5' M I N. I SEE NOTE 5 ROW 5'-6" \ .DRAINAGE BLOCKOUT - FACE OF CURB 3" I .D. PLASTIC I LOT TO BE w v) �- -�—2� — STREET WIDTHI „ 6 ! PIPE W/COUPLING Q SERVED p ROAD I " BATTER0 z -�--- _: - t? o • - I ROAD I .. 61� I , z cn �n y J' � a -� •• r r' - � ' I —oil wQ12 COMPACTED SUBGRADL - 2 OF 3/411--0" BAStROCK 611 1/2" PROPERTY Y LINE >- 0 • ..:, d r MAX. Q ---.. _------+�--- — -- c Y I SIDEWALK ADJACENT TO CURB BASE COURSE -0 ° ° • ° W ; - r ~ I p (� --- 24" v - - --- — >- J v+ Y. ----- 5' MIN.--- - ROW Z Q PROPERTY LINE AND L07 0 �._2% I. FOR USE ALONG MEDIANS, GUTTERS MAY BE REDUCED WITH PRIOR APPROVAL FROM THE CITY ENGINEER. NUMBERS MARKED IN WH I TE F_ ROAD -- w - _ ^ —� PAINT ON FACE OF CURB 0 1_•..: "' 2. CONCRETE TO HAVE A BREAK I NG STRENGTH OF 3000 P.S. I. AFTER 28 DAYS. - (SEE NOTE I ) • ` " '' SEE NOTE 5 PLAN 2" OF 3/4"-0" BASEROCK 3. EXPANSION JOINTS: COMPACTED SUBGRADE A. TO BE PROVIDED: I) AT EACH POINT OF TANGENCY OF THE CURB. S I DEWALK AWAY FROM CURB 2 AT EACH COLD JOINT. 61-611 — NOTES: 3) AT EACH SIDE OF INLET STRUCTURES. 4) AT EACH END OF DRIVEWAYS. 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. 1. CONCRETE SHALL_ BE 3000 P.S. I. AFTER 28 DAYS, 6 SACK MIX SLUMP RANGE B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, WITH A THICKNESS OF 1/2 INCH. 2. PANELS TO BE 5 FEET LONG. 4. CONTRACTION JOINTS: CUSTOMER, S I DE_ 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, A. SPACING TO BE NOT MORE THAN 15 FEET. :7 UTILITY VAULTS, WHEELCHAIR RAMPS, do AT SPACING NOT TO EXCEED 45 FEET. B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1 1/2 INCHES. ELEVATION 4. FOR S I DEWALK ADJACENT TO THE CURB AND POURED AT THE SAME T I ME AS THE 5. BASE ROCK 2"-0 OR 3/4"-0, 959 COMPACTION. BASE ROCK SHALL BE TO 211 T SEE PLUMBING CODE CURB, THE JO!NT BETWEEN THEM SHALL BE A, TROWELED JO I NT W I TH A M I N. 1/2" RAD I US. SUaGRADE OF' STREET STRUCTURE OR 4" IN DEPTH, WHICHEVER IS GREATER. NOTES: jq� FOR DEPTH OF COVER 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES 1F MOUNTABLE 6. DRAINAGE BLOCKOUT - 3" DIAMETER PLASTIC PIPE: I . SURVEYOR TO INSTALL. TEMPORARY _ CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. A. I.D. PLASTIC PIPE WITH COUPLING. HUB AND GUARD STAKE OR A CHAFM OTHERWISE SIDEWALK ,HALL HAVE A MINIMUM THICKNESS OF 4 INCHES. B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB GUARDSTAKE A>- LOT LINE FOR I 6. DRAIN BLOCKOUTS IN CURBS HALL BE EXTENDED TO BACK OF SIDEWALK WITH 3 DIAMETER METER INSTALLATION. SAW CUT VERTICALLY 18 EACH SIDE OF' DRAIN AND REPOURED TO FULL DEPTH OF CURB PLASTIC PIPE AT 2% SLOPE. CONTRACTION JOINT TO 9E PLACED OVER PIPE. 2. INSTALLED BY CITY OF T I GARD METER -------- ANGLE STOP '_--TYPE "i'" SOFT CONCRETE S I DEWALK CURB AND GUTTER COPPER TUBING _ s ..l _ APPROVED°Y: NO SCALE REFERENCE APPROVED BY DRAWN BY REFERENCE APPROVED B'Y DRAWN BY AGUSTIN P. BUENAS M » WASH. CO. CS-305 CAB � WASH. CO. CS-300 CAB 1ENGNE5 1S.W 800.. CITY 04INM ENT -- 3�4 9 DWG N0. CITY OF TIGAR ----- C, ITY OF TIGAR -- �`°� "°ICE: J503� °'��' WATER SERVICE 2(� SCALE DATE DWG. !'I LE SCALE GATE DWG. F"I LE `�' '� eae-4r71 AUIRCN 199b OREGON N.T.S. 7-9-9.3 J:DETAILS\CONC-SW.DWG ~ clnrOF loNmrAx sos ee4 �z°� OREGON N.T.S. 7--9-93 J:DE 1 A I LS\CURB-GUT,C NG APPROVAL DATE R I VEWA.Y ISOLATION J01 � GENERAL NOTES 1 . TRAFFIC SIGNS TO BE 48" X 48" --- AL — ;` 5' MIN. 1 MIN. 3" A.C. IN 2 LIFT ROAD C,ON37MXTION O BLACK ON ORANGE. -���_ _ - -- -- ` ! 2. NO COLLECTOR STREET LANE CLOSURES LENGTH • '- STREET AREAS ' RETURN A3' RADIUS US — �TRA�T I ON OR STANDARD WING S TRcC AREAS OUT OF S REE _ 100 5' MINIMUM —�- COLD JO 1 N 7 1 SAV' CUT — I MIN. I GR LOCAL STREET CLOSURES DURING WHERE DIRECTED – 3 4 L I - - .6'11 THE FOLLOWING TIME PERIODS: EXISTING SECT I oNIE LAIC Q + `L:-�C _ — ---�- ----- T �, �■I RESURFACING / �;MEAD 7: 30 - 8: 30 A.M. WIDTH AS SPECIFIED 2" OF 3 4" - C" = / 100' 4: 30 - 5: 30 P.M. ISOLATION JOINT / • . o•••o••o •o M I N. I STD. CURB k GUTTER •. .. •:•. o 0 0 0 00 0 0 ° ° ° ° ° ° °° ° 0 0 0 ° 3. THE CITY'S STANDARD SPECIFICATION ° ° O 0 0 0 0 0 0 0 0 0 0 0 00 0 / / Q Wwo°tr MEADO I FOR TRAFFIC C CONTROL I S "MANUAL Q 00 0° °o // - z_ i 00, ON UNIFORM TRAFFIC CONTROL 0 ° DEVICES FOR STREETS AND HIGHWAYS", I Q O 0 0 0 /// cn MIN. U.S. DEPT. OF TRANSPORTATUION, ° CLASS B /i / ►- v 1 I FHUA, 1988 EDITION. DRIVEWAY vEwnY 0 o BACKFILL° CLASS A v � FLAGGER \ ISOLATION JOINT Y _ Q CONTRACTION OR COLD JOINT TYPICAL SETBACK ° 0 - BACKF I LL LA. _ _ ° 0 0 100 4. ACTUAL SIGN PLACEMENT TO BE �1 -- � SICEWALK O 2 0 ° 0 0 0 //./ _ ~ MIN ■ ADJUSTED I N F I ELD. DO NOT REDUCE �`' f" / ,L`Z`?_- SIDEWALK ,^ z I ■ 50' M I N. BELOW M I N I MUMS W i TF-'OUT C I TY WIDTH AS <� v ' ° tl z ■ 0 0 0 0 ` _ _ SPECIFIED J 0 00 0 °o 0 12 ■- -1 APPROVAL. _— — --_ 5' MIN. Lij JLLJ � TYPICAL CURB RAMP J 3/411 - Q 0 0 o / '� MIN- ' -�__ _ LINE SIDEWALK \ -LF; H \ W z / O 00 0 ■ J 5. THE CITY RESERVES THE RIGHT TO ADD TO S -- --�^ SCT ACK GRANULAR BACKFILL o 0 0 // - I -� Q 3/4"L I _- 5' M I N (AS SPC IED) L� ry 0 0 G 0 / / / ■ 100, z OR MODIFY TRAFFIC CONTROL REQUIREMENT — �� AS MAY BE NECESSARY TO EFFECTIVELY -- }- 0°000 0 o°0 �/ _ > ■■ MIN. CONTROL. TRAFFIC AND TO ENSURE PUBLIC UJI W_ -1 ■ CJ SAFETY. STD. CURB Ac GUTTER - 3'- W I DTH AS SPEC I F I ED 3' � 1 cy ..• ELAGGER � C � ` ' Q 6. NO LANE CLOSURES WITHIN 200 FEET OF 0 D N • ' • .` 100' A TRAFFIC SIGNAL WITHOUT PRIOR CITY CL 0 ` . D ' ' I M I N. 0 APPROVAL. 4'M I N Z z • O o FLAOM AHEAD 3/4" LIP 50: 1 co d W •` I w20-7A 20: 1 •e••`• '` i. m - .�---� . -- - 100' «. .,�'►•---- Qa fM I N, NOTLS.: 41' 0-1_EGEND MIN. 2" OF 314"-0 - P I PE BASE 1. RESIDENTIAL DRIVEWAY'S AND SIDEWALK SECTIONS THROUGH CRUSHED AGGREGATEONE LAW "+ DRIVEWAYS SHALL HAVE A MINIMUM NOMINAL THICKNESS OF 6". BASE BACKFILL IN STREET AREAS I O ,Oo"°"° AHEAD 0 TRAFFIC SIGN CONCRETE STRENGTH SHALL BE 3300 PSI. , i � 2. CONCRETE FOR COMMERCIAL USE AND ALLEY APPROACHES SHALL HAVE A MINIMUM 8 MAX. V) I, IF S/W IS AGAINST CURB, FILL I 100 ® CONSTRUCTION ON ZONE NOMINAL THICKNESS OF 8". CONCRETE STRENGTH SHALL.. BE 3300 PSI. ROCK TO BACK OF S/W. MIN. Incorporated .3. CURB TRANSITIONS FOR COMMERCIAL USE AND ALLEY APPROACHES IV Mm Unfor ICTION ■ TRAFF I C CONES OR SHALL BE 5 FEET. ��� �� 4j 17355 SII Boonee Ferry Rd. I F S/W I S NOT AGAINST CURB, APPROPR I ATE DELI NEAT I ON 4.CONSTRUCT CONTRACTION JOINT IN CENTER OF DRIVEWAY We Oswego, Oregon 97035 FILL ROCK 2' BACK FROM CURB. DEVICE. WHEN DP I VEWAY WIDTH EXCEEDS 15 � [� 618 5. NO LIP AT GUTTER IF USED AS SIDEWALK ACCESS RAMP. WAY q Phone: (503) 835--5395 FAX: 5O;f 635-5395395 T 8• SEE SIDEWALK DETAILS FOR RESTRICTIONS AND Internet: llllll.Otek.COV PIPE BEDDING AND TRAFF I C CONTROL SPECIFICATIONS NOT SHOWN. AICD ALLEY APMA04M 114 55 D 4 5 5 C 00 3 BACKF I LL DETA I LS TYP I CAL DETA 1 L 7. THE 5ON CROSS-SLOPE SLOPE SIDEWALK IS MEASURED FROM ♦� - DR IRVEWAY/ALLEY i S RELATI VEOTOSTHEWALK RUNNING NSLOPEE Of O X M MAS .,.y Project No Drawing No. REFERENCE APPROVED BY I)RAWN BY REFERENCE APPROVED BY DRAWN BY THE SIDEWALK. THE SLOPE OF 1HE APRON !S MEASURED M-406 (MOD.) CAB GAA CABHORIZONTAL. r,r.- n"�w �c No _--2, 2_ --- RELATIVE VF TO C CITY O F T I G A R -- CITY OF T I G A R CAUG 1996 208A Beveland Str. 7455 a4 SCALE DATE DWG. FILE .`,CALF DATE DWG FILE ._._ ---- BUP2002-00363,PLM2002-00407 Sheet No. OREGON N.T.S. 7-9--93 J:DETA I LS\P I PEBED.DWG OREGON N.T.S. 7-9-93 J:DET/TRAFCONT.DWG n DwD `l of 11 04 Coprrlrght 2002 I � I N0'110E' IFTHE PRINT ORTYPE ONANY III lil lil III lil ' I � I lil I I li ! lil III III III III I !i III I ! I I ! I 111 II1111 III 1111111 III 111 111 I IIIII I ! I I ! I III I ! I ' I ! I 111 I I III III 11111 ! 1 III III III � III III III IIIII II � � i I 3 I I 5 IMAGE IS NOT AS CLEAR AS THIS NOTICE, 4 b� - --- ___----, -- -1 1 I --- L FI IS DUE TO THE QUALITY OF THE "" 36 ""' �""' ORIGINAL_ DOCUMENT E 6f Z 81� L 7 f l I ( 6 l 8 [ Gf[ 81T 9iT 6 1 F; 1 �lI Tf 1 ( T 1L 9 ( lfi Ii; �Z awitw i�iil6 111111131111[11 Liill 2 1 llI111111 ill�ll 1111ll 111i�1lllllliLLl �i�!IliiilNlll , fl Iillllll III I STANDARD CAST IRON GRATE c -1 NOTE: TRAPPED AREA DRAIN SHALL BE SQUARE RHITRIH V I NATIVE BACKFILL ��aQ�. !, IULI -ALL WELDED CONSTRUCTION V, (SEE SPECIFICATIONS FOR M oD rL u J u `� f COMPACTION RECIUIREMENTS) I -10 GAUGE STEEL MIN. THICKNESS z o TOOLED COLD JOINT —MEW ' 5' w - 1'-0' --,I ,� t~ HHHH nn QETWEEN CURQ AND �' ��� 5� � �' N LJLI --2w THIO( 30,000 P.S.I. GREY IRON HEAVY DUTY � PROPOSED PAVEMENT AREA SIDEWALK 5o:t MAX. �n i CAST IRON GRATE (TENSILE) u o SEE TYPICAL PAVING SECTION ? -COATED INSIDE & OUT W/ASPHALTUM PAINT z o LANDSCAPE AREA PAVED AREA NOTES: `� a _ J v PLANTING OR SIDEWALK �� /��\/\\ -- �V 1.CONCRETE ,pEPTH FOR STANDARD SIDEWALKS SHALL BE NOTE: USE LYNCH CO. INC. CATCH BASIN OR ENGINEER APPROVED EQUAL. `' , AS OCtiURS \� \/ \ \/. ,Ooo0o,0o,0btM0%D$,0o,0 ,0 ,0 00 e0o,0o0! NOMINAL 4 MIN.; THICKNESS IN DRIVEWAY SHALL MATCH MIN. 2� OF 3/4`--0 Ic')odo0 00 0. 0.(O^Oczmo OvboodopOooOooboo� DRIVEWAY. ((_IQ �/\/\//\ / n0/1nQ/1 on o�no�no/Inq�l onion. 2.INSTALL 3� PVC WEEPHOLE PIPES IN SIDEWALKS INCRUSHED AG;RELATE BASE m ==11 I1=lT1=�i—II ' SEALED CLEANOUT LINE OF VEHICLE OVERHANG. �;//\y 1i--111-LI--W=IIl -1 II-1LOCATIONS AS DIRECTED BY THE ENGINEERS. PUCEOR EDGE OF INA DING ,�\ 1—I --I�---�=�r CONTRACTION JOINT OVER THE TOP OF THE PIPIT. � W/ REMOVABLE TOP�� TYPICAL CURB- TYPE CROSS SECTJQb W- COVER OR CAP LA•!T OF PARKNG STALL ;1T1iT1CL >_m rSTANDARD DRIVEWAY SECTION -•— cu CONTRACTION! JOINT -- -- a CONCRETE CURE „ GRANULAR BACKFILL CONTRACTION JOINT BROOM TERN AL — IA (4 �' / SEE SPECIFICATIONS FOR c A COUPLING FOR— COMPACTION REQUIREMENTS CONTRACTION JOINTS AT WEEPHOLE PIPE "�Itt 1.4 A aU ) �—APPROXIMATE 15 INTEfill il RVALS PLAN VIEW GRA1 E FRAME 41 A0 0 Qo 00 0 -- GRATE FRAME 0 PAINT COAT OD oa°0000 0-''o0Q°o p OUTLET COLLAR FOR NO-HUB CONNECTOR aoo00oOo V 0000 0 F S I N AS SHOWN ON PLANS ORI[ao'N o YELLOW OR WHITE o0 0 0000 " „ 000 OGo�� o °oo o0 1--1 -0 GRANULAR BACKFILL _ _ 00op'o�00 010`0000 (SEE SPECIFICATIONS FOR abo000O 0000 0o COMPACTION REQUIREMENTS) - -' - - —B, �y 11.10 WATER USE APPROVED COMPRESSION o ° O0 0 oSEAL of COUPLING D• LL Q 0 o U o�U00 ,\ Z 00 0 C�o `-JOINT IN SIDEWALK TO D_. 9'-0' 9'-0' 000pa� o voCC\07 0p00o SEE UTILITY PLAN FOR PIPE AT APPRTOOLED OXIMATE 5101N1F — MATCH JOINT IN CURB WEEPHOLE --- T'rPIGAL TYPICAL ao°a \90°o 00000op p0 SIZE AND TYPE (MAIN PIPE) INTERVALS COLD JOINT zo ( _ - G0MPAGT' STANDARD ; ooQOn oo OOoo 0 3' PVC WEEPHOLE PIPE SEE PLAN FOR TYPICAL PLAN VIEW LOCATE AS DIRECTED 6' PIPE S17 E :,TALL STALL � z PLUG N 90 DEWEE STRIPING _ UTILITY TRENCH BEDDING AND BACKFILL SIDEWALK APPROVED I ' N.T.S. 2 N.T.S. N.T.S. 24" SQUARE COMPRESSION _ 5' MIN. CAST COUPLING 1 IRON PIPE MATERIAL SECTION A-A I DISABLED SIGNAGE PER STATE REQUIREMEN > SEE DETAIL 6 LYNCH CATCH BASIN d 6" —�" T NTS I z „ � _ L N .063 ALUMINUM SIGN PLATE W-i BLUE BACKGROUND 1" HIGH PARKING NITN D.M.V. (0I WHITE LETTERS AND BORDER, DISABLED PERMIT ONLY N (� VIOLATORS SU9.ECT TO y/ BAKED ENAMEL TOYANG UNDER h alsl - OUP eM ll.B20 AU f.fOON" --PROVIDE TACTILE SLOPE TOP OF CURB TAPERED CURB-/ WARNING FUER A.D.A. 1'_O" = 18" WHEEL BLOCKS. V Ir RADIUS EDGE _ — i � MIN SEE DETAIL w ,. TOP OF SIDEWALK TO CONCRETE TO BE VAN ACCESSIBLE SIGN '� 0 ASPHALT ti FLUSH WITH AC � BE FLUSH WITH PAVING � `•` i (WHERE SHOWN ON PLANS) z _ 18" LONG �! 2" DISABLED SYMBOL, AT TRIPS OC TYP. z t—t'4, REBAR, PER WHEEL BLOCK. r�1►� \ T ' PAINTED PER � � APER ORE�1D OF a�URB K RAMP � 00 OREGON LAW �D• TYP GALVANIZED STEEL POST o F'RECA CURB STOP -- A " SEE DETAIL. 9 / .I / N.T.S. a,mmp ! � IE-SDISABLED STRIPING w / 4 .� 8 EXTRUDED CONCRETE CURB AND SIGNAGE TO CGMPLY FINISH GRADE 6" SET IN EPDXY CEMENT J WITH ORDINANCE 1 ORS 447.233. Z V ,i /\\/\\��\ �-ASPHALT PAVING I; 2.. DISABLED SIGN TO BE /SIDE FOR 20 \\ r V�N'ACCDES� LOCAl10NS � \\/ A CD PAINT STRIPE �� �� AND MAY BE CENTERED `�" %\/ '' 9'-0"TYPICAL) ��� SEE PLANS FOR STANDARD DISABLED 1� SPACES. /\\ � CRUSHED ROCK BASE HANDICAP PARKING STRIPING '�` HANDICAP PARKING SIGN "4 GONT. -- --- EXTRUDED CONCRETE CURB a 5 N.T.S. "STw-1 V N.T.S. HsIcxr 03 x 6' 6 16' ---------- � N.T.S. Ea.ve w 04 o1(o' E.W. - Q� m It LINE OF CURB - ------ A al0 0 0 0` � f�J )0 0 0 0 0 0 0 o 0 n 1 HEAVY BROOM F!NISN _ v FACE_ OF / C� ry_ L 000 0 0 N051NG SECTION p0 }_- 4" CONCRETE OVER MIN. 2" 314"-0 ; � I` CRUSHED AGGREGATE 84SE -� Cit 6" 7" 1/4" TOOLED EDGE., TYP. O I " -_-.- FINISH GRADE \ 2% MAX 1 MUM CROSS SLOPE. M BARAco 4 S EGN , NOSE --- -------- ,. ' i - -��-T' _- --- 1/2' RADIUS T`r'io. • i� ae d \\ \ \�i� �� \\ \\ 04 BARS +016 O.G. o N 3" WIDE PAINT :. '., :.' •.... .: ., :°:: : .:.. �° % \/��/�����/�\\� EAGEI WAY" -- 6 _ STRIPE: TYPICAL. Boones Ferry\/V \/ I� /\/\\/\\/\� 1 r7 co rp o rfa c c�d ¢° �j t7355 S \/�\��� FIN. - --- o \ \ �\ �\ \\ \ II a Rd. \ j ! 1 p_ '^� hake Ormgo, Oregon 97035 dd Phone: (50', GROOVED NON-5LIFa � 7' MAX,M X. G� FAX: 503 -- 8355395 ' \ :{) 835-3818 4" 1�„ NOSING - —_ __— ::I Internet: i1111F.Otak.COM - __-- 0.7374 0.7367 0.8042 11455 D455SQ4 U HANDICAP PARKING SYMBOL SIDEWALK AT GRADE STAIRS �- -–-- — h g9 _ Pro ct No. D aw No. C/ 0 � 9 N.T.S. Hsrwe N.T.S. N.T.S. Ra _ V_ _4_._ 0 HUP2002-00363,PLM2002-00402 � Sheet No. } 10 of 11 c,'o p yrigh t 2002 0 NOTICE- IFT-HEPRINTOR _TYPEON ANY III� III� II � � III III � I � �III � I I i l �lll � lll � lll 1111 1 �111 �111 III 111111 III III � III III 1111111 111 III � III 111111 III �III III �III III I I III III IJ11111 III III 1111111 ! II III III ( �� 1 C� IMAGE IS NOT AS CLEAR AS THIS NOTICE, ll �I ._ 4I JI - -I - 61 I 7 I - 8I IT IS DUL TO THE QUALITY OF THE N0 ae ®-•�� � •�• 1 110 ORIGINAL DOCUMENT .I --- -- --- - r---- --- d£ 8Z HffZ !,lZ 8Z 9Z 6Z £Z ZZ iZ OZ 6 [ X31 Gi 9I Si Gil FI Zli ii UI 6 8 L 9 l9 1m £ I Z i��uw IIIIIIIII I!'' Illlllllllllll�lilllllllllli 1111 IIIIIIIII�IIII ILII ILII ILII IIIIIIIII IIIIIIIII !111!1111IIII�IIIIIIIIIIIII IIIIIIIII�IIII�IIIIIIIIIIIII IIIIIIII! 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SM MH PLANT LEGEND ' - _ , - - RIM CV OUT -- '�--� 8' PCV our w LE 202.1' i' -8' PVC IN N & NE LE.'S 202.4' 6y?1BOL COMMON / (BOTANICAL NAME SIZE - CONDITION MANTITY ' — — 4 JI �•� 'RAYWOOC)' CLARET ASN 2' CAL - B>:B 4 I Q 1 RA`+11 OM CLARET ASH KATSMA TREE 2-I/2' CAL - BEB 4 / CERCIDIPHYLLUM JAPONICUM r — 'GROW STRAIG-1T' TREE TIES Z THUNDERCLOUD PLUM 2-1/2' CAL - BSB b 4 / PRUNUB CERASIFERA 'THUNDERCLOUD' -- GALV STEEL WIRE, LOOSE p — MULCH AS � rao Qf TO ALLOW 4' OF MOVEMENT IN ALL DIRECTIONS ' CLEAR SSS Z 0 — � — CAPITAL PEAR 2.-1/2' CAL •- BSB is MULCH AS SPECIFED -- SET TOP OF ROOTBALL. STEN BASE) Z 1 / PYWS CALLERYANA 'CAPITAL' (KEEP MULC14 CLEAR 0 7 OF TO-W BASE) Z' AB � � A SOL w (WISH GRADE _ ^ > CL LJ TX 2'X 8' WOOD STAKES - CUT AND REMOVE TWINE, FRS-ED GRADE M 0:� CL FRA5ER M40TNA / Photlna x fraeerl SET OUTSIDE ROOTBALL _ -c BURLAP, AND WhRE BASKET (7) U (` ) I GAL 36 (REMOVE AFTER ONE FROM TOP AND SIDES OF � _--=-I I -I I I I�_I I�= �� iii n W \ FIED ROOTBALL. III �,� ; .'. I I=1 I SCAWY EDGES AND BOTTOM �2 Ln c� G ROUN D r O VE R ACKFU SOIL -� I=1 .~ =_ = of ►.�oLE c� — — _ NOTE, STAKE ALL EVERGREEN TREES 8' AND KIMJiGKIM1ICK ! 4' POTS 18' OAC. 31m •:," �:`, ', ; - • �+ '•. SNORTE2 AND DECID JS TREES LESS THAN r� �- I! I ISI I I�I I I—III—1 i ! III= `� ArctoetapNloe uva-urel 'Maeeachosetts' 1221 OF. -�- ^r I - -in nr-� Er 4' CALIPER. DO NOT STAKE V MAPLES. • IaAa.. � - i- TREE'S 1 V2 CALIPER AND LESS S _ , il�ral�,��k __ � SEEDc}�•� M I I -_l- - - _ ._ -r STAKED WITH A SINGLE WOOD STAKE Uf�LESS DIAD � I I _.-_.-------_-------- _ _ -- OTHERWISE SPECIFIED. ,.' .: ,,; PRD-TIME 5m4 -� RC�0T8ALL + 4' ® ® � � - 3 mcs ROQ'f BALL. DIANIE--TET2 Ambassador Ord'ulydgreee 1S SF ( +? E- ka Peremlal 11"raes 20% SPREAD AT A RATE OF &M. PER IOW SF. Mozark Tall Fm� 2 TWEE STAKING DETAIL -SHRUB -PLANTING DETAIL Enjog Chewing Fescue 15>ti - ---- 2 (NOT TO SCALL) Incorporated New Zealand Whlte Clover 10% (NOT TO SCALE) ads Red Clover 5% R�x►eg 17365 ST Boones Ferry Rd, PIS-TIME 303 Lake Q�reRo, Oregon V= Phone:� 509 638-3618'.: . FAX: (509; 696-5995 Top Hat Peremlal Rye ase 50% Supreme me Peremlel "rase 30% 381 6F. Internet: 'Al1�.Otek.COY LongFellow C- amfmge Fescue 20, SPREAD AT A RATE OF BLBS. PEf� IOW OF. - 1 � 455 L455S01 0 .;y Project No. Drawing No. f3eveland Str. 7455 _ L 1 , 0­_ 13UP2002-110363,PLM2002-0040.' 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