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16875 SW PACIFIC HIGHWAY-1 1 .(REF LIST L tscale: 1 y, p Psltscole: 1 roirN ------- - y d' �_ 19160 91BO Resolved — solved — r -94SEMAP 0"G OLD—LOGO STAMP— c��i 15 Unresolvea ( PLtIRFS 12-31-t)3 LtIMF KING CITY OR GON SHEET INDEX T2Sq R 1 Wq 15BD , TAX LOT 2600 C O COVER Sf J EET CI . I EX I "N'T I NG COND I T I ON PLAN PRESERVATION C I . 2 TREE P ON PLAN DESIGN INC. `045 SW Barbur Blvd. DOI MQU� �ri C2 . I Suite 101 < SITE PLAN Portland, Olt 97219 'r �..: (503) 225-1679 ; . ,_ i s, , L_4 C3 . I GRADING AND EROS ! ON CONTROL �- � 1 e �- L,,,, 1 [. ___ PLAN AND DETAILS o v".r Sattler St . t .= 64 I = — C4• I STORM DRAIN PLAN � - �� .� IV r � I !I .�.� G Twara C4. 2 2 SAN I TARY SEWER AND WATER PLAN ,, 7 r � "'.4 I .' _ t i, ^\. „_.T'^•^�,.. ..".!"'rte . 1 I �, .�r� -'� I, •'i 7' �. �~ L.._....w� >y►�f I �lll__ ! i r �,, SW Durham Rd ,_.,. - SW Durha�rl R� - . C 5 . i STREET D TA I _S -y y _, .. rn C5 . 2 UTILITIES DETAILS C I V I L ENGINEER �` -� , - �. �� �r�,w�� I a-� ;s "r. �,��, rcD - r l Y.. ( '.�.,� Cr`, l �a Inti ;^r r �` �) �'; - DL ENGINEERING ��-� ° t _ ►� .. l.J� I d' 1! � .. l," , C5 . 3 WATER DETAILS 90145 S.W. BARBUR BLVD. SU I TE 10 I r� ��� 11 U � �` � •-,, I�� W PORTLAND OR 972 19 _.A ,...�Il�„, d 4. r �..__ �, :... U�a ; �c�'- - - C 6 . 1 PUBL I C F I SCHER ROAD I MPROVEMENT (503) 225— 1679 CONTACT. GARY DARL I N(;',. P.E. .w�. u ll ► II Cook ..art C6 . 2 PUBL I C FI SCHER Rr AD STR I P I NG � O 01 Park ° D E V E L O P E R L� Lr � C6 . 3 PUBL I C PAC I F I C H I G H W A Y I MPRO V E M E N T SP;,CE AGE FUELS INC TM' p .M. L_ ____r 1 Tualatin 90 I —W SW HIGHLAND DRIVE 1 `, �,__. ti r, .. .r' 1 s7r1 I i --_7 1 . _..a –-► r... 4 Ir ,,r ' ' �C�a�rrtr�rl�I� C 6 . 4 LIGHTING AND SIGNING DETAILS GRESHAM, OR 97030 tr~,,. �-+ FH: 503 665-5693 . _ SW Tualatin Rd ... _ .._ I. . I � �;. E-o CONTACT: LAFE FELLER @D 2000 Micro_<•oft Corp. a Mor its- 8u - -tiers.. All ricir�ts re :E.r�rGi�. Tualaltin I I _ _ __ C 7 • I PUBLIC DETAILS U W PROJECT LOCATION —/ C7 . 2 PUBL I C DETA I LSz O V9 U E I . 0 PHOTOMETR I CS S I TE PLAN ,Y VICINITY MAP � � � E2 . 0 PHOTOMETR I CS STREET PLAN � ��$ 0 U) IMPERVIOUS SURFACE BUILDING: 8,528 S.F. L — 1 LANDSCAPE PLAN PARKING: 56,851 S.F. 3 FUEL CANOPY: 4,080 S.F. PUBLIC STREET: 5,582 S.F. GENERAL 1 I I. ALL CONSTRUCTION SHALL CONFDRM TO THE CURRENT STANDARDS AND SPECIFICATIONS FOR KING CITY, THE CONDITIO,dS OF APPROVAL FOR THE PROJECT, THE UNIFORM BUILF" ' CODE APPENDIX, CHAPTER 33 EXCAVATION AND GRADING, AND THE AGREEMENT ALLOWING THE DEVELOPER TO CONSTRUCT PUBLIC NPROVEn TS. SEE SPECIFICATIONS PROVIDED. 2. THE EXCAVATOR MUST COMPL WITH ALL PROVISIONS OF ORS 757.541 TO 757.571, INCLUDING NOTIFICATION OF ALL OWNERS OF UNDERGROUND FACILITIES A[ LEAST 48 HOURS, BUT 140T MORE THAN 10 BUSINESS DAYS, BEFORE COMMENCING ANY EXCAVATION. REV. DATE BY ( 3. THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING SEDIMENT TRANSPORT WITHIN THE PROJECT LIMITS, USING RECOGNIZED METHODS FOR I- - EROSION CONTROL AS APPROVED BY THE CITY OF KING C:TY. 4. THE CONTRACTOR IS TO LEAVE THE PROJECT FREE OF DEBRIS AND UNUSED MAIERIALS UPON COMPLETION. 4 110/02/021 IML PVL G- 0100 Not"Q•r �.�c� S'f"a✓r--(�r�t ,, ��ri'sitwL. 5. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE UTILITY SYSTEMS SUCH AS POWER, TELEPHONE, GAS, CABLE TV, ETC., Ni'I 11/20/02 IML EACH INDIVIDUAL UTILITY COMPANY, PRIOR TO FINAL INSTALLATION OF THE SYSTEMS. Z Q ��'v l.J ri��..l a,a P+P i Ma `wl Qcyr..G 6 01/08/03 FIAT Lit I R--- t 6. THE CONTRACTOR SHALL MAINTAIN AND PROTECT EXISTING PUBLIC AND PRIVATE UTILITY LINES AND OTHER PUBLIC UTILITY STRUCTURES. THE -�� (� C�t»�{ri 1� ✓o Pi 5�•��='ti t L� �a-t.� �a✓ aa""'�� ��P`�• CONTRACTOR SHALL RESTORE ALL PUBLIC PROPERTY TO ITS ORIGINAL OR BETTER CONDI TION UPON COMPLETION OF WORK. n 02/26/03L HAT I ,�,, �,,t, �,�,,,��4-I�•+r 7. TEMPORARY EROSION CONTROL METHODS MUST REMAIN IN PLACE AND BE MAINTAINED UNTIL PERMANENT EROSION CONTROL METHODS ARE IN I.LI I ]_ Il•�jt 8���. �� 'I '`�r �'� '� ''� PLACE AND OPERATIONAL. —8 108/08/031 HAT LTJ I I _.,. Zz (� — _ V s�.,l }.� t. S+'�` ply`, 8. ALL AREAS TO RECEIVE FILL SHALL BE STRIPPED OF ALL VEGETATION AND OTHER DELETERIOUS MATERIALS. ALL SUCH MATERIALS SHALL BE �� 1 z r "� REMOVED FROM SITE AT THE CONTRACTORS EXPENSE. � � i��' � � � Li (y;y p�I 1 W���� S-e.�►�..+�.-1-+r 5 ..,,1,1 Qe a���'e� �'�p pro i z I— —, — -- L. � ., L 1J v W T �� � S PHA � F_� �- ��, w�,.�..�,, Ly,,,c, �C a',� �wwk� SQA c` CA -IT s�"°t �'�'„»,� A- ,�.cPs�• 9. ALL NONMETALLIC SANITARY AND STORM SEWER SERVICE LATERAL PIPING SHALL HAVE AN ELECTRICALLY CONDUCTIVE INSULATED 12 GA. GREEN PROTECT � • COPPER TRACER WIRE THE FULL LENGTH OF THE INSTALLED PIPE. NUIvII?ER �l'I,UU� Q W � ( ILL. P,n,��o.. Q�,�+��. — ---- (�, (�, >dA�,bc,�'I,I,r 10. NO MATERIAL SUBSTITUTIONS OR: DESIGN CHANGES SHALL BE MADE WI THOUT PRIOR PERMISSION OF THE ENGINEER AND THE CITY ENGINEER. EI V EEDate: 10/04/01 1 a 11. A FULL SET OF THE APPROVED PLANS WITH ALL CURRENT REVISIONS AND AMENDMENTS SHALL BE MAINTAINED ON THE SITE AT ALL TIMES • _ _ DURING CONSTRUCTION. Scale: NONE V) 12. ALL FILL SHALL BE PLACED IN 12" LIFTS AND SHALL BE COMPACTED TO AASHTO 95% DENSITY. THE CONTRACTOR SHALL EMPLOY A OraRn By: HA'F GEOTECHNICAL ENGINEER TO TEST ALL FILLED LOTS. TEST REPORTS SHALL BE SUBMITTED TO THE CITY AND TO THE ENGINEER, PER -- - — _ — -- _ N - GEOTECNICAL ENGINEERING REPORT. Desigved By: P'.lL s tvN1 * s l" Checked, Illy: G11) S.W. F I SCHER ROAD ,�,sc , CITY OF TIGARD Sµ CITY OF TIGAHDOJECT NO. 8617 a (JTY OF TIG�� PP �r�...hol�.K.....................�) A APPruvod.S/..� ... ,�a4 I /4 SECTION QN N0. 47 17 R � roved..,,tr...... NG- D QLr Conditionally Approved... .. ............ ................( ): Conditionally Approved....�LS.NO r4 .........( Pacific Hwv 16874 W Appro�edJJr'._ P. Tit.._._.... ... ? DOWNSTREAM MH. 1 1 804 PLM2003-00527, SIT2002 00013 V londitionoll q > >rovF,(i For only the work as described in: For only the work as descrbed in: q �..y Y. { I PERMIT NU, L!.. aS?_ ' DOQ /3 _ PE:ciM1T NO _LPLxIi� i — .... 1 of 17 or only thew k Ie;,c ribF d r, P 1 1 SITE DO s J I.Atter to: Follow ........ .... ( ) See[.filter to, Follow.......... ........... . •.( ) '9 27 See Lotter to- Follow... A A h . ... .......... ...... .............( ) Attach .. ): _SW P c,l FI t H J _--_ Joh Address: �"t G�'Ple Job Address: d---- - —� A- 504 Uate: - 3v . i11 s....� ae:Joh AHcress: _ k`' PA_ e jlr`,c..N ' Ry: !d2�� --� ; lc� �4k'J WASHINGTON COUNTY ELLE NO. : 0,2-918 OFFICE Cppy IM NOTICE. IF THE PRINT OR TYPE ON ANY II I I 1 I a T ) OL 4 IMAGE IS NOT AS CLEAR As THIS NOTICE, 3 4 81 I 12 IT IS D11F TO THE QUALITY OF THE. _ No-30 ��<�• ORIGINAL DOCUMENT TT E 87, H7, LZ 9Z Z 6ITIZ EllZ I Zi7 TZ OZ t3T E�[ GT 9T blT 4 [ > Ell Zi tT i t'3 L 9 4 fi 1' Z �Tauw� IIII.IIII�IIIIIIIIIIIIIIII�IIII IIIIIIIIIIII�IIIIIlLIllllllllllllllllll�llllllllllllllllll�lllllllll ! VIII II I �I . I l I IIII I III �� �IIIIIIIIIII VIII I Illllllll�ll 111111 I IIIIII�IIII I f � 1 f3 I f III 111 I VIII►►►I�II111111, (IIIIIII►�IIIII � I 1 . II I lllWll Llll 1111 Illi ll.11�.l.l �, .W....r.IIllIfill�NilI 1 XREF LIST__ Ltscoie 1 4 Psltscale: 1 Resolved - OLD-LOGO SURVEY Unresolved - CONTROL POIN1' TABLE TOPOGRAPHICAL SURVEY FOR SPACE AGE FUEL POINT DESCRIPTION ELEVATION IN THE N.W. 1/4, SECTION 15, TLS, R1W, W.M. WASHINGTON COUNTY, OREGON 1 P.K. NAIL 152.75 - SCALE 1" = 3U' SEPT 17, 2001 5 NAIL 161.56 6 P.K. NAIL 156.54 52.6 P.K. NAIL 154.04 527 SPIKE 157.71 528 P.K. NAIL 151.79 I 30 24 18 12 s t3 1� 30 -sa 796 SPIKE 158.01 797 SPIKE 165.34 1 909 SPIKE 161.67 1 LEGEND DESIGN INC. 1032 SPIKE 155.00 • = IRON ROD 9045 Sly Barb[ir Blvd. ' o = IRON PIPE Suite 101 o = SET 5/8" X 30" IRON ROD WITH YELLOW I► c U PLASTIC CAP STAMPED "D.C.S. INC. LS 1856" Portland, OR 97�l .l t5U3) 225- 1 CONTROL POINT E,7y ❑ = CATCH BASIN STORM LINE r i I = SIGN SIGNAL BOX [-- = ASPHALT = POWER POLE = POWER LINE = PGE METER = DEAD MAN "" _ WATER VALVE SIGNAL POLE = CONCRETE = IR WHYDRANT = j Qs = SANITARY MANHOLE = SANITARY LINE 1 f ; S -ORM MANHOLE /'! I 1/ , v I I cy = GAS VALVE � a = GAS F---� %; r �;528 ;/ F 3 1 O _ POSE 0 i" VERIZON LINE Z h�) - VERIZON MANHOLE i -7,: T:, �/ /; ® = DRAINAGE INLET N 89'58'49" W 351.29 t�:' �„ �� -1 zy � _ _ - ;: ,` f�/'! I/ = CATV LINE FIR CEDAR O f� t ,n�'?f� t„ ,/ " r�' /;% I I = DECIDUOUS .>�: HAWTHORNE L.il I "7® 1 I ! WALL 11 1 i f: 6i r 827 4 rS r-` �� I - _ HEDGE V I �., - - � '' `" "' ' r' -' ,--- LI r, � ❑ TELEPHONE PEDISTAL 1tl" f '� - ! - \,.l , / ,• / ! 1 �� = MAPLE h -1 ~` �f GRAVEL Z F"I 4h cD ` 5 L ^:�.. ? t;',s` ;" �' / �,.,\ `�� �- VERZION 00 VAULT I.V i r. � I•, ' - ... �-..._- "•.s r `',. .. 9 'MI►If Ell � � � ,,/� l W i i` 1.✓� I ,1 ' I c r"7Yy i1 . .J44 , f_E,_ ,j�,! , , 1ti" NOTE TABLE I , / i /,.✓ /- il' i' /' ,/ tri }} / /' ' 00 II cv (1 ,� / NOTE DESCRIPTION RIM ELEV I.E. ELEV SIZE FLOW 796 ' : ;" . '1-- -''-•` ��; 14' -,' .� '," ,� '.`V f '; , ' 1 1Q CATCH BASIN 151.16 N. 149.31 12" IN r ,b _ r 12 1 / ' , S. = 149.21 12" OUT z _ - � 1 ., �•' '� -"��'`�, :' ��I 1,3r '� / �� '-�t'„ % . 3 1 � iII I i' �/ ,%; SANITARY MANHOLE 150.96 N. 133.51 IN /' 1., ,�.• S. = 133.41 ? OUT f1 „ ,..- �, 526 1 t + f C5 c `> 1 E,.° 14 r ;' I ` I STORM MANHOLE 154.80 N. = 145.96 18" IN - I I �,•�,:�' I W. = 145.70 12" IN {,- S. 145.75 18" OUT z o � o STORM MANHOLE 155.47 N.W. = 148.57 12 IN a i. Y o 909 .. i/ t ; ,. ... ,I 7" `1 I F, N I '�%`.''� %, S. - 148.32 12" OUT o 2" � t tit � � � j / ',r'! ./'� � W. - 148.37 12" IN REV. DATE BY z I ' �' i f .' Q DRAINAGE INLET TOP - 151.79 . _ �„ ��+ i ,� •, ��` ,� � � .' , BOTTOM 150.40 � � � .. ! , �.',, N.W. - 150.40 1I_,. f DRAINAGE INLETTOP 154.45 I I BOTTOM = 153.29 N. - 152.04 12" � SANITARY MANHOLE 158.38 N. - 143.53 - ' ' ,.-w� /r 1 �,1 .. � \``� ,ti" �, 1,.. ,, ,!,, j 1 • f '�; - 18 E. 143.48 18" OUT 1032 SANITARY MANHOLE 156.78 W. - 143.48 18., IN E. - 144.38 12 IN S. = 143.28 18" OUT I _ +" '•,krl�d� �' t» f t` \\ I I (� CATCH BASIN 154.62 N. _ 151.27 12�� IN E. - 151.17 12 OUT .:.:::....':::, ELEVATIONS BASED ON WASHINGTON COUNTY BENCH MARK NO. 348 N 89'51'44" W 336.10 I i /r'..... . .w DESCRIPTION: ELEV. = 139.83 PROJECT --_ --_----_------__---_. _-- i _- ---_--.- --- .-----_--------_------_.------- _---_._---__-- -----____----__-- --- " ^ I OSHD BRASS DISC SET IN CONCRETE SIDEWALK ON THE NORTIIEAST NUMfJER SPCO02 S.W. F1SCHER ROAD 1 CORNER OF A CONCRETE BRIDGE ON 99W SOUTH BOUAD LANES OVER ----- - - I - _- - -- - - ---- -- --- - -- ---- ---- --- - ------ ----------- - -- --------------- - -------_ _ ----- - ---- -_--------_ _ -- - - ----- -- _ .-----I I I THE TUALA'TIN RIVER. Date: 10/04/01 I1 I Scale: 1"=20' Ad1.11U. 1 I _ MV•A>•AA► �MIA.�LOSI-wl. ..O � /1.••• . -A I 1• ' A . r - VAiA a .1 -.tom _- --_.`.-t_- -_-_ _ --ss®emale• .-s`z-. .__-. ..--.fie DrrFA�►n Hy: HAT Designed By: IYL REGISTEPROFESSIONAL ..� Checked By: GED cVCLOPMEn1 41 I LAND SURVEYOR COT 1 AUC 1 IOn r A111 qvian, inc. Pacific Hwy. 16875 cn 339 W. MAIN STREET PLM2003-00527, SIT2002.00013 OREGON HILLSBORO, OREGON 9712.3 (503) 648-4959 2 of 17 c, JULY 1:i, 1979 ,IOHN M.856TERSON RENEWAL 12/31/02 I RENE ,OB # 0108032 .r WASHINGTON COUNTY FILE NO. : 02--918 , NOTICE- IF THE PRINT OR TYPE ON ANY � I l Ill IIIIIII illIIIIIII III III ISI I I I I I I I I I I I I I I I III I I ' l l l I II I I I III III I I I I 1 11 1111 IIIA I lI i l l l l l l IIIIIII III III V I I I�I'I I I I I I I I 1111111 III III 1 1 111 1L11111.11111111j�j 1))1'Zyd 9O6)L�IMAGE IS NOT AS CLEAR AS THIS NOTICE. 4L rJ l l L ga1 ' lU 1 1 ITIS DUE TO THE OLIAI_I1-Y OF THE "°3h ORIGINAL DOCUMENT E 31z 8z Lz 9z 91z 'b11z' £ztil [iiz olz 6l 8I Lfl et ; < 6l E�[ z1i tt i I 18 e L I Q4 Iib I f; z T�IY1�N fo� l I III III I IIII�IIIIIIIII !IIIIIIII�II III Illl�lllllllli�,Itlll 111111111 IIIIIIII1111 VIII III►III�IIII�I Till Ill1ll�►I I►II ►►II IIIIIIIII�III►�lu(�Illi Illllli►IIII►I �(SII►il(I(uIW1( II((Illll►((IlWlllllllllllllllll�u� 1.1( (uIIIIIINIII II►II IIII IIII 11111 VIII►II III II 1 RfF LIST tscu/e: 1— �Cp, Ps/tscole: 1I NQS � i Has o 19180 'p Resolved SCALE: 1 "=20' PLD—LOGO rr NEXT T THIS i I L.01*G0N iTAMP 22" 20 10 ,5 0 �U , ✓�� N 5 EXISTING TREES--- , ruRVEY � PHASE PHASE ,.. ,� _, 20 � r " _ -, I �qRY I, p VTILS TO REMAIN (TYP.) a. r: �' g -------. 4/r �`"'ww,` , ' ..)6' 20'" 1�' 1. I --- EXPIRES �'2-31-(,` --- -- 12" 6 *2 0 I 6 EXISTING TREES U 6/r / 101, / TO REMAIN (TYP.) --� _ 6Tr--- -- - --� -`'- 00 2" 6 1 U" -�, 16 1 ?" q" ---- 26 ^O T, 14 26" Ir 16" � IT / r n 14 4" EXISTING TREES ���- -_ - 4 EXISTING T ES 20" Fbil L ~\` . 10 REMAIN (TYP.) ;�� 18" I UNTILTO REA RE VED ` T01 BE SAVED TREES DESIGN INC. DEVELOP ENT. UNTIL FUTURE A I EXISTING S / : .: � � Bar bur DEVELOPMENT. 24 41U4.� SW �3a. bur I31vd. _ 22"� TO REMAIN (TYP.) 3 i ;�,; 211 � ` '�-" ��'_ " '` ► I� Portland, OR 97219 Suite 101. ,... Z6 14 / ... . - '� (503) 225-1.67;! „ PROPOSED -- - 2 BUILDING to 30" 3_."1#XISVNG TREES 1 6 It / TO BE ((SAVED I I UNTIL f UTURE 6 ' 11 >: DEVELQPMENT. •-' �I 2 � •', i — 20 < EXISTING TREES ----� . _ — ' _' •• •�C. •a :�•.•R' ?- Vii.' .•.� tin n al• r r�•,, TORM REMAIN A N T P 1 ( Y 10 LANDSCAPE BUFFER /- ALL EXISTING TREES IN THIS BUFFET TO BE REMAINED AND PROTECI�ED �'� KEYSTONE RETAINNING WAIL '1 t • 3l'1NG TREES EXISTING TREES 1 HE REMOVED TO BE SAVED I r'" �P,. „..x: `.., I ' i ,. 1 .:i." r{ (TYP.) PHASE .INE 't <: '� - , F-� UNTIL FUTURE DEVELOPMENT. a ' ft 14hat# Li 1 1/ �✓ � el .. F I p n u n � 6.rL�1! e , �.• i ,4� �"', 1 �' ..._ I,. v i •+• 34r.41a r 1. ,• !wY W 'ir 1 ". r•' s t r I I l•` Yo 4,cdd' ) ' 'a -f1• I '1 N\'�^ } .-S 1 I ` ti 114.. EXISTING 1„ f. _— TO REMAIN (TYP. 7/77 / loop a 1 .i. y 1 'r, -• } ;..... ..1 , ,. ...;....:. .!"" :1'' ......,..,.. ..,•... ..". . n..r......,..n._.+K•w._•.,.........o...n.•.v.w.......,r.•+,.nr...w•«.... ......,.w Mw+p,.M .. .,-... ._.. .r -a�ww.w,..niy.y„rw..wrra.,114•tti.+s,,.wv..+w.w4wr+r ww.� , r►f. s+MMwws.war+.Rwn.wa.iYMW�. w. REV LATE BY H A 1 2/22/Ot T /2\ 108/06/021 HAT . a:, M� .... .. ; _ .. ._ ....„ .. ..._`... ._• S • V Y . F1 SCH 2 08/18/03HAT ER ROAD I I h TREE PRO TEICT I ON MEASURES 1. INSTALLATION OF TREE PROTECTION MEASURES: TREE PROTECTION MEASURES WILD_ BE INSTITUTED PRIOR TO ANY DEVELOPMENT ACTIVITIES, AND WILL BE REMOVED -- ONLY AFTER COMPLETION OF ALL CONSTRUCTION ACTIVITY, INCLUDING LANDSCAPING PROJECT AND IRRIGATION INSTALLATION. NUMBER SPCO02 2• FENCING: ORANGE CONSTRUCTION FENCING ATTACHED TO STEEL, POSTS WILL BE -' - �o INSTALLED AT THE EDGE OF THE TREE PROTECTION ZONE OR DRIPLINE. THE �L ` Date: 10/4/2001 PROJECT ARBORIST/URBAN FORESTER WILL PROVIDE WRITTEN DOCUMENTATION THAT A2 THE TREE PROTECTION FENCING HAS BEEN SATISFACTORILY INSTALLED PRIOR TO Scale: 110=20, CONSTRUCTION. --- — 3. TREE PROTECTION ZONE REQUIREMENTS: NO CONSTRUCTION ACTIVITY WILL OCCUR Drawn Hy: _ HAI' NJITHIN THE TREE PROTECTION ZONE, INCLUDING, BUT NOT LIMITED TO DUMPING OR Designed By: DIEL STORAGE OF MATERIALS SUCH AS BUILDING SUPPLIES, SOIL, WASTE ITEMS, OR PARKED VEHICLES OR EQUIPMr-NT. THE TREE PROTECTION ZONE WILL REMAIN FREE Checked By:�GID OF CHEMICALLY INJURIOl1S 'A I i-RIALS AND LIQUIDS SUCH AS PAINT'S, THINNERS, CLEANING SOLUTIONS, PETR%)I+UM PRODUCTS, AND CONCRETE OR DRY WALL EXt;ESS, CONSTRUCTION DEBRIS, OR RUNOFF. NO EXCAVATION TRENCHING, GRADING, ROOT PRUNING OR OTHER ACTIVITY WILL OCCUR WITHIN THE TREE Pacific Hwy 16875 PROTECTION ZONE UNLESS DIRECTED BY THE PROJECT ARBORIST/URBAN FORESTER PLM2003-00527, SIT2002-00013 3 of 17 PRESENT ON SITE AND APPROVED By THE CITY. 4. QUALITY ASSURANCE: THE PROJECT ARBORIST/URBAN FORESTER WILL SUPERVISE g PROPER EXECUTION OF THIS PLAN, THIS INCLUDES VISITING THE SITE PERIODICALLY t DURING CONSTRUCTION TO ENSURE THAT TREE PROTECTION MEASURES ARE FOLLOWED. DOCUMENTATION WILL BE PROVIDED WITHIN 24 HOURS OF ANY SITE WAO'HINGTONVISIT DURING CONSTRUCTION. COUNTY FILE NO. : 02-918 NOTICE: IF THE PRINT OR TYPE ON ANYI � I � I� IIIil �l �lI � I � I� I�I � I�I I � I �I I I� I � I � I i�l I� I I � i I�I I ( I t I I �I f�l IJI�I(I II ( I(III�I(I � f ' �f I�I I(I�I I � aZ �l IMAGE IS NOT AS CLEAR AS THIS NOTICE, I 11 - I - -2 3 41 I� I - I - �j I �I - - ITIS DUF TO THE QUALITY OF . HE No.3e OF.IGINAI. DOCUMENT ti, . z1 ii ( i T111111111 8 9lldlmllfflililllnl4fig Z�� ►���1161171,11��i�,� ���►��►ail►►�����►�I�►���►�►�1�,�►i�►►� ��►►�►��1►���� ��� ��►I���� � � ---�____—.—.1__ 1 (�i�i��iiiliiii �i�� ii�i�► i� T i� ►� �T I �i.0 iui11I�iii XREF LIST_ - L tscole: T P.sltscale` 1 N r Resolved NOTES: '�'s° B4SFA�4P SCALE. 1 "=20' 1 .) SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS LEGEND ,� , OMGON' OLD-40GO �� - -- AND FOR ALL OTHER ARCHITECTURAL SITE FEATURES. SPCO2h 10 --- I 15, 19 ---- srauP -- 20 �v 5 0 2v 2.) SEE GEOTECHN I CAi_ REPORT FOR PAVEMENT SECTION :;:i' CONCRETE SIDEWALK Rr RECOMMENDATIONS. ONS. �XF'IRES 12.3,'-03 Unresolved - --- , LANDSCAPED AREAS NOTE: l AREA FOR FUTURE PHASE TO REMA.N N," I ANDSCAPED AND EX I ST I NG VEGETAT I ON I ;` if�.' ' �` BUILDING (ROOF AREA) FROTEREADYCTED TO BENTIL THIS DEVELOPED. RASE IS t NEXT_ THIS ` PHASE PHASE I i ,r'r ,.��-• l f,4 j _ - -- 33.2' -�- --- 88.0' - ------ -- I 2.�' f---- 53.2' ----- 79.5' ---- f jam" �, DESIGN INC. 9045 SR Barlmr Blvd. 101------, ' - ��4t r� , _ „ 26" - ' I I /; 'i / , ' pOrtland,e OR 97219 I ` - ,r� S I TE TOTALS (503) 225--1679 24.0' " / f r i 28.4 2 Q ; II f /� �, �'� 4' i� ,•� I �� Phase I % of Phase 2 % of % OF 20" �j j I ,! j j j Area Fhase I Area Phase 2 TOTAL SITE 40.01 AMR R25.0 1 I I '` / / I 2 24.o O � ;,, .,: - j'!' BUILDINGS I N(�S _,640 3% 4,400 24% 8.3% - - j -- - _ I R9.o' , I j' :"`: ,r� PAVEMENT 43, 12 b I % 5,244 29% 57. 1 % V. 2 2 ,r--- ,. 2610 I y L---------------- -` MWOSED SIDEWALKS 1 ,620 2% 1 ,442 8% BUILDING 3.6% TYP. i j� 49.6' LANDSCXDE 37,285 44% 7,043 39% 31 .0% - -.- •- .,• `: � 38.6' `:� 12.0' TOTAL AREA 84, ° SIDEWALK s.o' TYP t I /' 657 100% 18, 129 ICO! IOU% TT�� �- MATCH S I DEWALK I ! ! u1 �� j C5.1 (TYP.) �2�--- 12.0' TO ODOT SIDEWALK e•j- _r ----- - 85.0 -�a'. �-- ---►�- _ 24.0 28.1 57.4 ;• ,!' /' � Q :f:• / LEGEND FOR S I TE FEA TbRES �+ z ' 1 20.0' 211.0' W TYF. ..-- 8.U' -� 219.3' 20.0' W I DE x 10.0' DEEP INTERIOR DIMENSIONS)MENS I ONS TRASH AREA 0 ( ) _ 6.1 -::'' `;'`` ,'' //p O W I TH CYCLONE FENCE, SW I NG OPEN GATE TO BE MOUNTED ON R25.0' p �� v ., EDGE OF PAVEMEIaT CONCRETE . OSTS. SEE ARCHITECTURAL PLANS FOR DETAILS .: 18.0 -•------ 7 I.0' - � f ® PHASE LINE ,' 2 AREA FOR BICYCLE PARK. I NG 0 2 8 li - ; I T �,, ;k C.) I %� O3 UNDERGROUND FUEL TANKS 40.0' `�J r ,. M� 3 CURB (TYP.) _ // CJ 0 -- CONCRETE PAVEMENT _� '! I I r ' FUEL PUMP ISLANDS UNDER OVERHEAD CANOPY (14'-6" HIGH) 1 f I - O SEE ARCHITECTURAL PLANS FOR DETAILS 108._ 30.0 :-f � 5 SIGN FOR GAS STATION I I ! i AIR SERVICE UNIT 30.0' I ,' y - -- -_ - _- � %0If 0 ' 177 !' j'I �- -- -� 1 1.7' 22.3' ---- 06 In 1 I r` R30.0' I A = 86. 46' 19" I , t•' II i � ,j I SIDEWALK O R =24.0000 EASEMENT TYP. L =36.3469 ( )� I LC - 5 46' 36' 51" W `�, j J ' REV. DATE BY o '- 4C'.0' DR I VEWAIr_ - ... ,_ .:,--• - 3U.t)�- 30.0' 32.9717 1 - 45.0 , - -- -------- -- --- - R35.0 a / - �5:U DRIVEWAY ` s?� \" R 10.0' +- - 57.5' 40111 j./x�N T-OF'-NIA r !I/���� - ----1 T:- I : - •y U. J. O. EYVALKZ0.. 0 � H Q T P:' 4 0 AT t7 J R25.0 i I RAMP I H.O RAMP H.C. I ,' 33.U' ?_5.�' H.C. I 86.4' - RAMP RAMP ( r I Y T „ n ; I 1 ' .i, ..1,, �,r' f ,✓ !/ ,! /' / ' ,� ,� r•, ._1. 40.0' I 11I �- E . I ST I N� CENTER L I NE i ; - .------ I L T_ l f PROPOSED CENTER L i NF I I ! R `� A � 11.,1' �jd�� r+''k .' ,/,� / � 1 ,' �,�• i �' �' �r � �� 1 ," f, r ; ,• -NUMBER SPCO02 + Date: 10/04/01 I ( ! Scale: 1*=20' Uj Drawn By: IIA ' Designed By: JUL U* Checked By: GID Pacific Hwv 16875 N PLM2003-00527, SIT2002-00013 4 of 17 U I ,;•' jl ,� l f' ; p ' U WASHINGTON COUNTY FILE NO. : 02-918 NOTICE: IF THE PRINT OR TYPE ON ANY ' I I III IIIIIII I I I I ) I ' I l l l l III III III { III IIIIIII I I I I I I I ' I I I I I I I III I II I I I I I I I' I I I { III IIIIIII I I I I I ' I IIIIIII IIIIIII I I I I I I l I I I I I III III ( I I I I I I I I I III I l i l l l l III III V I I I A UUL� u IMAGE IS NOT AS CLEAR AS THIS NOTICE, l� ZI I 4 6 IT IS DUE TO THE (QUALITY OF THE - _ No.36 �,y._�,,.• ORIGINAL DOCUMENT £ 6-T -g� LZ 9Z I T 6Z £Z 2Z lZ U1Z 6 [ 8T GT 19Ii 9i 6T ��� I►►III � III�I ►�►IIIIIII�I lll► � I I � I � �1 . II IIII I I I � IIII IIIIII ►III IIIIIIIII I IIIIIII IIII I II,►IIIIIIII�IIII I,I III I 1 I II 111 IIIIII III,�IIII IIIIIIIIIillll�lll, llll IIIIIIIII 1111 II I. � IIIIIillllll� Il,lllllllllll IIIIIIIII III ll 11 I � i�I � IIIIIIIII,�lllllll lllllllll1l11..11� �U1Wl.lL( IIII �� 1.11►L► I f�I�I 1 . i PROS XREF- SISI 1 I ����- Ff, -`-- - EXISTING TREES _ GINR Ctscale: 1 TO REMAIN (TYP.) SCALE-: 1 "=20' �/ �' ii r EROSION CON rROL N J TES 19160 �� q Psltscale: 1 I /-- _- _ r Resolved tiFXT THIS ""�'�' >0 10 5 0 .10 \ 1. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND G --- „ , 5b4SEMAP 22 �_ .__.� 2 ----_ i �' MAINTENANCE OF ALI- EROSION AND SEDIMENT CONTROL. MEASURE`' IN ACCORDANCE W1IH LOCAL, 15, DLD-LOGO PHASE FHA - -- - - � _ " 11 2 - 12" I f / STATE, AND FEDERAL REGULATIONS. 15, SPCU.2x 1 D '.�� ......�.�+..•- 8 2 16 1 r . . r�'' f .r{ ;Y G%, Y I. p PR „ : '- t�" 1 2. THE IMPLEMENTATION OF THESE ESC PLANS AND CONSTRUCTION, MAINTENANCE, REPLACEMENT, SPCO2x60 �'' 4 r~, t - ---- '� ti. r..• �. _1.�� �" i ` /' �" ; AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIaIUTY OF THE CONTRACTOR UNTIL All STAMP t`__.,. - \/, 6 I Z��' _ - -- - �� �_ i' '/ ; EXPIRES 12 31-03 UTlCS - x x- x�---x _ -X X ---X- -x- X- - -'--- mac,_ Y Y Y Y _ _� _ ___ _ , ,,� CONSTRUCTION IS COMPLETED AND APPROVED BY THE LOCAL JURISDICTION, AND VEGETATION/ (� - i // LANDSCAPING IS ESTABLISHED. THE DEVELOPER SHALL BE RESPONSIBLE FOR MAIN TEltANCE AFTER _� _ p 6" / 1 U ! THE PROJECT IS APPROVED UNTIL THE LOTS ARE SOLD. j --- 6r , Unresolved _ � --1�d3 f,rl�- - �'r , � V" ,. 11 1 �n X /+ / /, SURVEY _ f" - �� �- 162 1 1 3 - 14„ 2h r / '' 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY MARKED IN - 61 1 L„ / 1 (J L O„ f, I f 'i r� THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUC11ON PERIOD, NO DISTURBANCE 4 r 1�" BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE MARKINGS SHAD_ BE MAINTAINED BY 16 �: ! I ' ► •� e./ THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCf10N. 14 / _---- ---- - ------- �--- _ _ I ,!- 4. THE ESC FACIUIIES SHOWN ON THIS PLAN MUST HE CONSTRUCTED IN CONJUNCTION WITH ALL X ;/ CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SE.DIME"NT AND -L- T.O.W. 165.0 159.6 /j /' II ! ' 1 rr SEDIMENT LADEN WATER DOE.) NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLA,, 1 s„ 163.7 �����- �' -- B.O.W. 162.E T.Q.W. 165.0 r „ �j � ' 158--- 157.13 �� %",► j '�.' f', ,:- APPLICABLE WATER STANDARDS. B.O.W. 161.4 _ x ,� e: / FOR ANTICIPA FLED SITE DESIGN INC. �. 2 I 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS ' � ( '� CONDITIONS. DURING CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL B2_ UPGRADED AS '•� 159.2 =_ ; f r� "° ,� , t ! rr NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN �11�5 SW 13arbur Blvd. 22 j -1-• - - I 159.4F. F. 159. 00 I x ✓ /' 1 f �-• /' WATER DOES NOT LEAVE THE SITE. Suite 101 2611 162_.8 1 .1 �_ ,� `' r' 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE A'PUCANT/CONTRAC'OR AND N•AINTAINED Portland, Olt 97219 1 I r�DMH , „ 15_9•_ 0 �� f f I / �� 503 22:5-1679 / I ,`- AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. •� , � -- - - 1 1 , 158.4 ;' ' L„ I 161.90 �, 30 / �: HEIGHT t + 1() I KEYSTONE '\ � 151:1.9 � f� J 1 2 �. r / , --. 7� ALL AT NCATCHE BASANS AND LL IMCOMVEYAN EENT BE O LINES S SFTO APLLI,BE CLEANED PRIOMULATE MORE R TU PAVING.1 13 Till- ©AR HIERCLEANING - - � - 158.8 I I 1 -- RETAINING �9 i 57,5 I �_ ONERATIONS SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWIP�STREAM SYSTEM. •6'L f�" WALL Nay '158.3 f f MATCH �_��•r •ice---/ I ODOT 8. STABILIZED GRAVEL ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND i . � 258.0 ;.._r: 158.9 ,t,., _ „ i THE r BE 2 _ �..:x., 159.0 15j.8 : SIDEWALK �, --�i � '�� NSURE ITHAT FOR LL PAVED AREAS SOARER EPTOC CLEAN FOR ADDITIONAL TI EYPROJECQUIRED TO 10 I 158.5 �� _ '� -� 152 8 GRADE I T.O.W. - _"'.' - --- x-- � /` T15 ff �.u.W. 164.0 �^�11►1 = 9. STORM DRAIN INLETS. BASINS AND AREA DRAINS SHALL BE PROTECTED UNTIL PAVEMENT SURFACES B.0.W. 161.5 ARE COMPLETED AND/OR VEGETATION IS RE-ESTABLISHED. 8111 I rh � 10. PAVEMENT SURFACES AND VEGE I ATION ARE TO BE PLACED AS RAPIDLY AS POSSIBLE. - - I (� 15�.3 158.3 ---- I /T.0.W. ?63.5 -�- I ; � 11. SEEDING SHALL BE PERFORMED NO LATER THAN SEPTEMBER 1 FOR EACH PHASE OF CONSTRUCTION. Q f - 10 LANDSCAPE / n 160.8 I .'` i-�-- BUFFER i i B. W. 158.3 x I -- ,� ,,. ?2. F THERE ARE EXPOSED SOILS OR SOILS NOT FULLY ESTABLISHED FROM OCTOBER 1 THROUGH APRIL 30, 158 THE WET WEATHER EROSION PRFVENTION MEASL RES WILL BE IN EFFECT. SEE EROSION PREVENTIUN AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL (CHAPTER. 4) FOR REQUIREMENTS. 4 158.0 157.8 158.0 " ;,� j � / �o i 13. THE DEVELOPER SHALL REMOVED ESC MEASURES WHEN VEGETATION IS FULLY ESTABLISHED. TT�� V) Q 157.5 ('3.1 158.5 t`? PHASE UNE - �� _ ~.:•, II ,� I-r �C3.1 .' �•> 'f .0.S. T.G.S. t , ,.� / I � C� Q --- I I 6 �I 158.2 158.2 x ! II ' ` i HP 14" 158.5 159.4 ( 160.0 158 t I f Q N -� �- 157.7 o . . �►.. ! # = I _ - - = FLOW „ I X I' / f I 0 TZDt+II- 160.0 157.7 1 1 7.7 . 157.7 . -� 158.5 7 T.O.S. I - -- -- - - �_ ` -- -- -- - -- - 158.2 I --- i SDMH \ SDMH X I I I SECT I ON A--A •� I I T.Q.S. 15'. .31 -�� Fj 9�l 156.50 158.2. 158.2 ,ti D I ICH INLET �} I I �-••-- \ 158- ( � ��: �I I �,; , Tn J C:'.1 158.0 . 155.3 , Q� i �1 / MAY BE USED SHORT TERM �s C3.1 �' 155.5 s�� h �/ `/'f; �' 1 `� j j' W/ UTILITY WORK AND W A A 155.5 PHASING OF DEVELOPMEN I I N 157.00 FLOW 24 7"m b,e PLAN -� ^\` 1,5b.b -_T.6 AC I �.,:.�_.11: l 1 gi4 40 i 55.8 Ac •��\� ,. .. I - -- - _ � REV. DATE BY 1 _ - 1 --__.._._��--��-.=_.>:��---���-` ��y�`�����!•� ��- ---�- � I �� 7`..TC�S •�`- y � � , -�.�� ,� �-_ I CATCH BAS I N _ _ ice_ -�:i•Z.L_.�a�+.�i��....�.s-�...z .a-i1��. Akl- C' 1-4 r- �� R 0 A :.� � . * i I TEMPORARY B10FILTER BT.S. 09/U4%U:1 HAT JF-�GGF' S0, NOTES: \�G P3�0 P MIN 1. BURY BOTTOM OF F I LTER FABR I C 6" �S Q� a .':a: PROJECT � O VERTICALLY BELOW FINISHED GRADE. F-�' PQ d P. NUMBER SPCO02 09- 2. � . .'•� ' ':v. FILTER FABRIC MATERIAL 2. 2"x 2" FIR, PINE OR STEEL FENCE POSTS GRADING NOTES a•h: o ' c . . Date: 10/4/•2001 3. STITCHED LOOPS TO BE INSTALLED DOWNHILL - �. c .' ;:° . •t"'. ."' 36" WIDE POLLS °• ' ' • ' . • FILTER USE STITCHED LOOPS 1. ALL TREES SHOWN ARE EXISTING AND - S I DE OF SLOPE. • �•. : ' ° • po' -: e• •..n . . a •. a FABRIC OVER 2"x 2" POSTS SHOULD BE PROTECTED DURING THE : v c . . a Scale: l,"=20' 4. COMPACT ALL AREAS OF FILTER FABRIC TRENCH R1%D I US = a. -• ' . a . ' ' - ---- -__ MATERIAL FIRST PHASE OF CONSTRUCTION 25' MIN.- a: p, ; ° -- TRENCH. v . ,�}, Drawn By: HAT - - SPOT 2"-MINUS Designed By: IML •� _- 2. ALL �P��T ELEVATIONS ARE AT TOP OF n �` .I� SI �,� - - - ANGLE BOTH ENDS OF F I LTER FABRIC CLEAN PIT RUN OR 2 -MINUS (RAVEL- -v N - PAVEMENT, UNLESS NOTED OTHERWISE. SUBGRACE REINFORCEMENT P���Et�S q I a ��-FENCE TO ASSURE SOIL I S TRAPPED GEOTEX i 1 l.E, AS REQUIRED I F<ED �P��P* Checked By: GTL` 8 MIN. 875 DEP1H -u-- --r�-----L -ABBREVIATIONS 03-if�.,s ----- -- - 6' (MAXIMUM SPACING) - ' F j �- *20' MIN. FOR SINGLE FAMILY ANC DUPLEX RESIDENTIAL FLiv12003-00527, S1120 -0 e- INTERLOCKED T.O.P. TOP OF WALL 5 01 ,� FRONT VIEW 2"x 2° POSTS r .F. FlNSII-I FLOOR ELEVATION 3\ ���A V L CON.---- TRUCTION - ENTRANCE. v AND ATTACH TQP V I EW - �:Vr3. 1 N.T.S. 2 � SED WEN T FENCE FILA NO. : 02-918 WASHINGTON COUNTY CII N.T.S. NOTICE. IF THE PRINT OR TYPE ON ANY 1 1 1 1 1 1 ' ilk III � I l l l l l l i l�,I IIIIIII VIII I ill III IIIIIII IIIIIII VIII I Ili 1 1 1 IIIIIII IIIIIII III I I � 1 1 1 III IIIIIII IIIIIII VIII I I 1 1 1 I 1 1 I �I I I � I 1 1 ' 1 1 1 1 1 1 1 1 1 1 1 I I I III IIII III I ��! � (j(�4 IMAGE IS NOT AS CLEAR AS THIS NOTICE, I 1 I G I I 4' I I 6 I I I I In I 11 12 CJ ! -L_ _ _ 1 1 -__� g. � � __ _ iY ITIS DUE TO THE DUALITY OF THE No.38 �J` ORIGINAL DOCUMENT I s 6z ez cz ez sz til >;ztz\ �11,1,11tilli'lli , TII I!Illlllllllllll��lillll IIIIII!I IIII IIIIIIII illl�Illl IIII IIIIIIII IIII IIII IIIA IIII�I!ii II!i�Illlillll Till I►Ii�IIII �III�IIii Iii1111 �1i1�► � lll' �.1►�i III111��1 � IIIIIII IIIIIIII, I IIIIIIII. I l XREF-_LIS_T NEXT THIS I i -,�� IPN�ff fJ/ Ltscale 1 I ' �,� ��G 8`�A Cy Ps col e:e: PHASE PHASE 191 s0 /` /' %' � r Resolved__ I '` r' I 'OREGON I&SEMAP _ -- - ' /" ✓`/y 15 .1G DLO-LOGO - _- - - - - < II Y �V SPCO2X I o r I I /r r STAMP ; t I 1 '1' 3 14" 26 - -- --- U71LS I '^�,1 O „ � '• � I f r% EXPIRES 12-31-03 Unresolved I f�r `F .n " I •:'y I ,%' J A I ,r' ' rr. /' .,/!. /' / rrJ ' SPCO2x6o , 1 1 4" 14 20 WSD STUBOUT IG AND MARK ANN 0 FO TORE k _ �'�b ON --- r/ ' ✓'! I� ----. -- -- -I SCALE: 1 ' 20 ,� I 7.42 I / ! I / - ` F.F. 159.00 6 I / ;', t DESIGN INC. 20 10 5 0 voSD MH RIM 161.90 '_,•- AD ~• . .�� � /I '''', 9045 S11 13arLur Blvd. IE IN 151.00 (8") , 1 / ,i Suite t 01 <...:. .� 21.0 s"SU " CH d I RIM 157.50 IE OUT 154. 8 (30 ) RI 157. Portland, OR 97;L19 7 ` 5=0.020 RIM 158.00 " (503) 22� 1679 5 IE 156.55 Y' IE 157.00 4 CONNECT •,�. I r �� I�•.::. , 10.0 LF 6 SD a+ TO BUILDING RAIN DRAIN c5.1 N / S=0.010 .�.._ a I. _ t• _ ,�:.. ter:" _ .S•:� C .2 t. 5 7 .•� .4 i; _ I o 61.0 LF 8" SD 043.0 LF 8 SQ 5=0.004 -i PHASE LINE -� I � ) = ` I S=0.004 -_ I %f/ r,/ ROW CONNECTION M 117 15E►,03 .l,• 160 + 160 PHASE 2 s" co 4 0 -'' ' 1 LI__ 1E OUT 151.74 12" J STORM DRAIN DETENTION IE 156.45 - I END PRUBLI _ _ ao +�� { •• .,;.t C ,: 300 LF 30" DIA. DETENTION PIPE _--_-- s" CO- BEGIN PUBLIC F' 04 DETENTION VOLUME = 1,472 CF _ _ / ( ) IE 156.20 w \ ' :� I �- CB 0 o RIM 157.50 0 I IE OUT 156.15 PHASE 3 18.0 LF 6"DI S=0.00410 43.4 LF 1 05.2 4 a` 05.2 9.8 LF u CB " 05.7. " I /. :..: �� / / j` 150 5=0.004 „ 38.0 LF 6 SD 6 CO 6 CO 6 CO I / II SD o 5=0.006 G I r S = 0.005 RIM 158.50 IE 156.26 IE 156.07 IE 155.81 I ! ;: r �cn ZF I E 156.50 w I , _ II I z 12 SD 20.0 LF 6"SD 48.0 LF 8"SD S=0.004 65.0 LF 8 SD S=-0.004 ZI r I /,' / / •� m o�o ►z 14" � IE 6" 155.86 CB C5.2S=0.010 RIM 158.50 0 6 SD STUBOUT I IE 156.00 �1 W PLUG AND MARK oa o A ���� W FOR FUTURE '00 Q 2 ; rn W i P' CONNECTIONIIIIE LATERAL TO CONNECT CANOPY DOWNSPOUT o w IE 156.67 TO STORM DRAIN 4 SCH-40 S=0.6.20 (TYP.) o -i- GILT WATT=P. o � � fr/ '% ;! ✓ r' /" I -- 4 SEPA/ftATOR ,.i' _ II ' r-' , , 0900 GRANULAR BACKFILL <'2 RIM 158.90 C(562 I I S� 6' IE IN 1.16.30 �- FUEL-ISLAND CANOPY 6 CO ► ,I ��'; II '/,.'//,r' /`/,./ // ,,� 0+00 0+50 IE OUT 156.05 " g � IE 155.63 � •`� �::._�< II f f;'F, , // , I �` � �0 DETENTION 180.0 LF 30 SD S=0.002 3 LF 10"SD 4 -I I S-0.004 C5.1 �. ,' ,-/� STORM A PROF 1 L E CB RIM 157.31 � / / /' � SD MH SD SUMP MH /a � .....,1 II ;, / / ii_ # a_ i ._�__ � ►-� O� RIM 158.50 3 /' RIM ' 58.20 ' �� /` / ,r /% ,! SCALE: HOR 1 20/VERT 1 5 o IE IN 156.25 (6") 5 C5 2 IE 155.81 IE IN 155.50 (10") 5.0 LF 6" DI 6'x8' PRECAST '' !� '` ✓ i ' IE IN 155.29 kb--) 05.1 IE IN 154.16 (30') w -"> \ / ' +4� 30" S=0.010 (MIN.) 5 o LINEAR STORMFILIER � � _:�•,,,II / !//;' j ,' / ,: �� Fi IE IN 154.52 ( ) I� OUT 154.1 i f r 2 ) o CB v IE OUT 15 `"' '���`----:�```` 6" CO 05.1 � � � IM156.75 J� /; / ;, ,f /!r. , 'f� F / coo RIM 157.00 �, IE 154.35 -� " M cn IE IN 154.00 1E 155.50 `� /-- 5E�.9 LF 6 SD IE OUT 151.75 ,\J. CB S-0.004 f 3 r5 • ,�. t� R1 5.30 6 /�,;•...��.,I:« / r I IE OUT 1j' .40 21.0 LF 12" 05.2 4, IE 13 LF 6"DI S=O. 04 S=0.006777 "• •Ia 1 t.' i - i I •y. _ t r 'i. t• .a� J' t i' / -•i..'..r',1.• _�• _ ,.....,.r,....„_..«.w._+_.+_.. ..... _.. ,....,.-,.,M,,. ".Wmp' r `\ •w.w^.. r. M,C. l� . i' i I'- Cd PUr3l_0,_ 1^ �-� �1_dl i I ROAD Rr_ VE EX�JTI,JG I I )_1 t J ` I--I �t INT jr STRUCTURE ----- L- ---- - --- - ---F - ----- -- -- --- - ---- -- ---- - _ ----- - ---- - --- - I--dEPLAGE-F_-AF14 , - -�- ---- -- --- -- ----- -- ----- - --- - -t STORM PIPE SEE � I I REV. DATE BY- PROI ILE STORM "A" HIS SHEET I `I I SAWCUT EXISTING AC FOR CCNSTRUr.'T10N, �� PATCH TO MA•rc�I EXISTING ROADIMAY I III CONDITIONS OF SECTION AND GRAPE. CONNECT TO EXISTING - ->~ STORM CATCH BASIN J NO I.-: '�� f __ (TO BE PROTECTED) VERIFY ELEVATIONS ....- I VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR CONSTRUCTION PRIOR TO EXCAVATION AND CONSTRUCTION. I -- I b 09/04/03 FIAT CONSTRUCTORS TO LOCATE AND PROTECT ALL EXISTING UTILITIES. I NOTES STORM DRAIN � PRUJE("l' NUMBER SPC002 1. ALL MATERIALS, INSTALLATION, TESTS AND NISPECTION SHALL BE IN ACCORDANCE WITH CLEAN WATER ---- SERVICES AGENCY RESOLUTION AND ORDER 00--7 DESIGN AND CONSTRUCTION STANDARDS FOR STORM SEWER AND SURFACE WATER MANAGEMENT AND STANDARD SPECIFICATIONS PREPARED FOR THE PROJECT. Date: - 1U/U4 O1 4 2. STORM PIPE SHALL BE POLYVINYL CHLORIDE (PVC) AWWA C--900 Oft EQUAL. AS APPROVED BY THE CLEAN Scale: 1"=20' SERVICES, UNLESS OTHERWISE SPECIFIED. PIPE SHALL BF WHITE IN COLOR. Drawn By: HAT f 3. INLET LATERALS SHALL BE PLACED VERTICALLY TO AVOID CONFLICT WITH WATER MAIN AND SANITARY SEWER -- ---_- INSTALLATION LATERAL_ PIPE WITP LESS THAN 3 FEET OF COVER SHALL BE DESIGNED TO WITHSTAND LOADING. Designed By. IPL W 4. WHEN EXISTING FIELD DRAINS ARE ENCOUNTERED, CONTRACTOR TO CONTACT CITY ENGINEER AND PROJECT Checked By: GED �' ENGINEER. 5. PRIVATE PROPERTY - CLEANOUTS SHALL BE PROVIDED AT 100 FOOT INTERVALS AND AT HORIZONTAL OR VERTICAL AL_I(-NMENT CHANGES EXCEEDING 4'5' (CUMULATIVE). NO 90' ELBOWS SHALL BE USED, ALL PIPE Pacific Hwy. 16805 WORK OUTSIDE THE PUBLIC RIGHT-OF-WAY SHALL COMPLY WITH THE UNIFORM PLUMBING CODE AS ADOPTED �Mzo13-oo5z7. s�Tzoo2 Gcc W s or 17 o BY THE CITY OF KING CITY. v 6. STORM DRAIN L-ATERALS SHALL BE 6" DIA. PVC PER AWWA C•-900, AND SHALL BE WHITE IN COLOR. WASHINGTON COUNTY FILE NO. : 02-918 NOTICE: IF THE PRINT ORTYPLONANY r�r iIr III II! III III 'II I t III III ' II I L►ILII tIl tll tIr rII� Il Ili I i iii iIl III II ILII I (I iIl t I Iii iil II ! ' ill ilt I�IfI� I I I t�I I�I Ijlf,I�I,II�I I�I I�IIIII Iii iIl iii I I 11U04 1 , , 31 1 ► ( 4� I -_) L! I � _ ► l L. _!_ _ I g _I ! .16 _I 1�1- _-I-- 1.1.. Jul a i , IMAGE IS NOT AS CLEAR AS THIS NOTICE, _-1_-___ Aft"W" IT IS DUE TO THE QUALITY OF THE _ _ _ No 36 ORIGINAL DOCUMENT �gll, Q� `N�Z L1Z - 91Z �9Z 6Z i ISZ -- Z IZ OIZ 6i Si Gi 9t 9t tbt Eil Zi in I I i g II g L- T-2, 6 l�1 110 � I ��►I l i ► f ► ► ► i ►►I I I ��l� ► �111 1� Il l � l � 1 � � ILII � III���� I�II�III�I►,I�L�I�I��IIII IIII�IIIIIIIII ILII►��� ILII �► SII ILII IIII� I�III � ........ .............. XREF LIST_- ✓ �� pRof L(scale: I PsItscale: 1 191 0 Resolved BAISEMAP DLD-LOGO 15, 5. `02X 10 STA wp UTILS 2" WATERLINE FOR SERVICE 60 co -------- TO FUTURE BUILDING IE 154.80 EXPIRES 12-31-03 Unresolved (2) 2" WATERLINES TO GAS STATION IE 155.00 SPCO2x6O I_- BUILDING AND TENANT SPACE 1 4" SAN SEWER SERVICE 2" WATERLINE FOR IRRIGATION SYSTEM 41.5 LF F.F. 159-00 2"x I " TEE 6" WATERLINE TO FIRE HYDRANT S=0.010 is r SCALE,- 1 `20' WATER SERVICE FOR 2 x2" TEE w low, mv:��- -- I FIRE HYDRANT ASSY GAS STATION V) (3)- 1 " REDUCED PRESSURE �;x 2" WATER FOR 20 10 5 0 20 1 4"� ODOT IRRIGATION I BACKFLOW DEV I CES T SEE I RR I GAT I ON PLAN JWATER SER DICE FOR DESIGN INC. r6- CN PUBLIC 6" DOUBLE CHECK 9045 SW Barbur Blvd. DETECTOR ASSEMBLY .tiSuite 101 CURE) C .3 17 7? Portland, OR 9, M9 (0 A Ir )*, (503) 225-1679 ( 1) FUTURE (3) 1 " DIRECT TAPS I WATER METER Z4 ILL. LL, (3) PUBLIC I " WATER METERS 2 PUBLIC WATER EASEMENT 67*4 LF 2" W R.O.W. L I NE 6" CO 68.5 LF 2" W IE 152.85 IAj IE SS 152.67 r3 WA TER CONNEC T ON DETA L 2" WATER SERVICE iE SD 154.66 C5.2) 11 FOR FUTURE BUILDING, 10 101 PLUG FOR FUTURE lb Cu RIM 157.70 CB RIM 157.70 UB RIM 157.76 CB RIM 157.70 CJ I CONNECTION CO IE 154.50 IE 154.50 IE 154.50 IF 154.50 I II to (TYP-) (TYP-) ((YP.) (iv.p.) N 6" WYE 11 1 NOTE: /26 LF It 152.15 2* W ALL WITER CONSTRUCTION STANDARD DETAILS 55.0.010 4"IE 155.00II IoSHALL BE REFERRED IN SHEET C5.3 -A.6" SAN STUBOUT = a PLUG AND MARK FOR »==== �• FUTURE CONNECTION E-4 4 LA_ L.L. LA_ U-) LL_ C) _j . _j _j _j C) C) C) C5.2 6" CO to 11 LO to u') IE 152.68 II c) 6" CO -0 6" CO 15.5 L020" T 11.25*BEND AND IE 5-2.35 80.0 LF S S=0.015 DC2IE SD 154.70 I _ II , 0 IE 150.85 SS 1 4" S IE 153.643: THRUST BLOCK S=0OIL/WATER SEP�kTOR z 6- 14.8 LF 6 6" WYE ► 26 LF 6" FIRE RIM 157.30 2 IE 150.73 S=0.018 IE IN 152.37 6" CONNECTIO 2" IRRIGATION IE OUT 152.12 IE 153.96 1 L.Lj1 6" CO IE 151.85 6" CO 1" WATER .... .\ IE 153.20 IE 152-20 C NNECTI N > 76.3 LF 6"SS Sr-0.006 6" CO 90.0 LF 6"SS S=n.0163 100.0 LF II S=0.010 IE 150.00 190.0 LF 1"w SHUTOFF VALVE FOR ODOT IRRIGATION I 230.0 LF 1"W REPLACE WATE VALVE BOX TO "910" TYPE. PL _j V CIO '.7 z LL_ 3EE ENLARGEMENT _j C . FOR WATER ',_,'ONNEC*fl,0I1.1 DETAIL uj COX LLI _7 RJ AL'L PIP-r' Cy CONNECT SAWCUT EXISTING AC '--QR CONSTRUCTION, EXISTING SS V41 PATCH TO MATCt i _-XIS_nNG ROADWAY TO EXIS 11NG 8" WATERLINE WIT�i RIM 156.78 SECTION AND GRADE AFTER INSTALLATION. STAINLESS STEEL TAPPING SI_EE\AE EMSTING 3" WATER INSTALL 6" GATE VALVE (N) IF IN 141$ 48 18" (W)--EXiS NG �6 AND THRUST BLOCK 318 12" (E)--EXISTING STIJ-6 I'E IN 144. k _7 I \,�C 1E IN 14:5.3.2 6" 0N) IE OUT 143.28 18" (S)-EXISTING ��C53AC5.3) (FIELD VERIFY EXISTING REV. DATE BY PRIOR CONSTRUCTION) WA TER L NE NOTES _ I I 1. AN ESTIMATED 12 PERCENT OF THE WATER SYSTEM COST MUST BE ON DEPOSIT 12. FIRE HYDRANT ASSEMBLY CONSISTS OF A MJ 6- FLG (FLANGE) TEE, 6" FLG x MJ GA FE 17. DISPOSE OF THE DISINFECT ION WATER IN AN APPROVED MANNER. DO NOT ALLOW PRIOR TO BEGINNING CONSTRUCTION ON WATER LINES, AND TO RECEIVE A TPW VALVE, 6" MJ x MJ HOLDING SPOOL, AND A MODERN MUELLER CENTURION FIRE HYDRANT, DISINFECT ION WATER TO FLOW INTO A WA-TERWAY WITHOUT ADEQUATE DILUTION OF NOTE: (CITY OF TIGARD PUBLIC WORKS, WATER DIVISION) STAMPED APPROVAL ON A-442, 6- MJ, 5-1/4" MVO. 3-PORT (2-21/2" NST HOSE CONNECTION, 1-4 1/2" NST OTHER SATISFACTORY METHODS OF REDUCING CHORINE RESIDUALS TO A SAFE LEVEL AS VER I FY LOCAT I ON AND DEPTH OF ALL EX I ST I NG CONSTRUCTION PLANS. PUMPER), 1 1/2" PENTAGON OPERATING NUT, OPENING LEFT, COLOR: YELLOW; APPROVED MANDATED BY DEQ. AFTER DISPOSAL AND FLUSHING OF THE DISINFECTION SOLUTION, 8/03 HAT EQUAL: MUELLER CENTURION A-423, WATERIOUS PACER 6790, CLOW MEDALLION. THERE WILL BE ANOTHER 24-HOUR RETENTION PERIOD PRIOR TO BACTERIOLOGICAL UT I L I T I ES PR i OR TO EXCAVAT I ON AND CONSTRUCT I ON. 2. THE CONTRACTOR SHALL MAINTAIN ONE SET OF TPW STAMPED APPROVED PLANS TESTING. BACTERIOLOGICAL TESTS WILL BE TAKEN BY TPW. ON THE CONSTRUCTION SITE AT ALL TIMES. 13. EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRE-FORMED CONCRETE BLOCK WITH 1 I I _ 3. CURBS MUST BE IN PLACE PRIOR TO INSTALLATION OF WATER MAINS WITHIN NEW 1/2- CUBIC YARDS OF CRUSHED 2- - 3/4- DRAIN ROCK. TARPAPER WILL BE LAID ON 18. WATER METERS WILL BE INSTALLED BY TPW UPON INDIVIDUAL REQUEST AND PAIIIIMENT BY TOP OF THE DRAIN ROCK TO SEPARATE THE ROCK FROM EARTH COVER. OTHERS (OWNERS). ALL WATER METERS CONNECTED TO AN IRRIGATION SYSTEM MUST -. L_ _ SAN / TARY SEWER NO -T-ES SUBDIVISIONS. HAVE THE PROPER OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE, MINIMUM OF 14. ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A A DOVA (DOUBLE CHECK VALVE ASSEMBLY) INSTALLED ON THE PROPERTY SIDE OF THE 1. ALL MATERIALS, INSTALLAIIION, TESTS AND INSPECTIONS SHALL. BE IN 4. NOTIFY TPW, WATER DIVISION, 48 HOURS PRIOR TO COMMENCING CONSTRUCTION 10 WATER MAIN SHALL BE ENCASED IN A REINFORCED CONCRETE JACKET 6" THICK FOR A WATER METER. IN ADDITION, EVERY METER FOR COMMERCIAL, MULTI-FAMILY, INDUSTRIAL, ACCORDANCE WITH THE CLEAN WATER SERVICES. SCHEDULE A PRE-CONS IRUCTION MEETING. TELEPHONE (503) 639-4171. DISTANCE OF 10 FEET ON BOTH SIDE OF THE CROSSING. WHERE CROSSINGS ARE AND INSTITUTIONAL SERVICE, REGARDLESS OF SIZE, SHALL HAVE THE PROPER OREGON - NECESSARY, THEY MUST BE MADE AT APPROXIMATELY 90 DEGREES WITH AT. LEAST 18" STATE APPROVED BACKFLOW PREVENTION DEVICE MINIMUM OF A DCVA INSTALLED ON 11 �1_ PROJECT 2, GRANULAR BACK FILL WITHIN 4 FEET OF FINISHED GRADE SHALL BE 5. ALL WORK SHALL BE IN ACCORDANCE WITH AWWA (AMERICAN WATER WORKS OF SEPARATION BELOW THE WATER LINE. PROPERTY SIDE OF THE METER. THE BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED NUMBER SPCO02 COMPACTED TO NOT LESS THAN 95% RELATIVE COMPACTION AS ASSOCIATION) STANDARDS. AND TESIED BY THE OWNER, WITH THE RESULTS FORWARDED TO TPW WATER DIVISION, DETERMINED 13Y METHOD "A" OF AASHTO T99. BACK FILL MORE THAN 4 15. ALL MAINS THE A STATIC PRESSURE UP TO 100 PSI SHALL BE TESTED AT 150 PSI FOR 1 BEFORE WATER SERVICES CAN BEGIN. Date: 10/04/01 FEET FROM FINISHED GRADE SHALL BE COMPACTED TO NOT LESS THAN 6. ALL WORK WILL. BE INSPECTED AND APPROVED BY JPW, WATER DIVISION. HOUR WITH A MAXIMUM LASS OF 5 PSI. WATER MAINS WITH A STATIC PRESSURE ze 90% RELATIVE COMPACTION. GREATER THAN 100 PSI SHALL BE PRESSURE TESTED AT 1.5 TIMES THE STATIC PRESSURE 19 UPON COMPLETION OF INSTALLATION OF THE WATER SYSTEM, THE CONTRACTOR OR Scale- 1"=20' 7. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CEMENT-LINED, OF Ni:W FOR 1 FICUR WITH A MAXIMUM LOSS OF 5 PSI. OWNER SHALL ADVISE TPW OF THE TOTAL CONSTRUCTION COSTS TO WHICH WILL BE WATER LOSS, OVERHEAD, ADMINISTRATION, SAMPLING, 3. VERTICAL AND HORIZONTAL ALIGNMENT' FOR SERVICE LATERALS SHALL BE MANUFACTURE AND MADE IN THE USA. PIPE SHALL BE "TYTON" JOINT DUCTILE ADDED 109 FOR TPW INSPECTIONS, TI Drawa By: HAT HE IRON, CLASS 52. ALL FITTINGS SHALL BE MJ (MECHANICAL JOINT) UNLESS 16. UPON SATISFACTORY COMPLETION OF TESTING, THE NEW MAINS AND CONNECTIONS TO ETC. AND 20`6 FOR ENGINEERING REVIEW, INCLUDING "AS-GUILTS" DRAWINGS, UPDATING ESTABLISHED AND MAINTAINED IN A MANNER CONSISTENT WITH 1 ION MAPS, ETC. o INSTALLATION OF MAINLINES. LATERALS WITHIN R.O.W. SHALL BE GREEN OTHERWISE SPECIFIED. EXISTING MAINS SHALL. BE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO MASTER MAP, INTERSECT Designed By: DAL N IN COLOR. DISINFECTION FLUSHING VELOCITIES SHALL BE AT LEAST 2.5 FEET PER SECOND. 8. COVER FOR ALL WATER MAINS IN STREET AND RIGHT-OF-WAY SHALL BE 36". DISINFECT ION SHALL BE IN ACCORDANCE W111-1 AWWA STANDARD 0651-92, THE STATE 20. UNAUTHORIZED VALVES OPERATION IN TIGARD WATER DISTRICTED IS PROHIBITED. CHLORIDE PIPE (PVC) TYPE: HEALTH DIVISION AND CITY REQUIREMENTS. THE CONTINUOS FEED METHOD OF Checked By: GID 4. SANITARY SEWER PIPE SHALL BE POLYVINYL BACKFILL SHALL BE 3/4--0- GRAVEL. ASTM D3034 SDR 35, MAINS AND LATERALS UNLESS NOTED OTHERWISE. DISINFECTION SHALL BE USED. DISINFECTING MIXTURE SHALL BE A CHLORINE-WATER 9. ALL VALVE-OPERATING NUTS SHALL BE WITHIN 36" OF FINISHED GRADE, OTHERWISE SOLUTION HAVING A FREE CHLORINE RESIDUAL OF 40-50 MG/L. THE DISINFECT ION VALVE OPERATING NUT EXTENSIONS WILL BE REQUIRED. MIXTURE WILL BE PREPARED BY INJECTING A CALCIUM/SODIUM HYPOCHLORITE AND WATER Pacific Hwy. 16875 PLM2003-00527, SIT2002-00013 (POTABLE' WATER IS SOLUTION INTO THE PIPELINE AT A MEASURED RATE WHILE FRESH 7 of 17 10. POURED CONCRETE THRUST BLOCKS OF AT LEAST EIGHT SQUARE FEET OF BEARING ALLOWED 'TO FLOW THROUGH THE PIPELINF SO THAT THE CHLORIN-WATER SOLUTION 03 SURFACE ARE REQUIRED AT EACH TEE, CROSS, AND BEND LOCATIONS. OF THE SPECIFIED STRENGTH. TREATED WAFER SHALL BE RETAINED IN THE PIPELINF LONG ENOUGH TO DESTROY ALL NONSPORL-FORMING BACTERIA. TYPICAL RETENTION 11. A 4"Wx8"-O", PAINTED BLUE, SHALL BE INSTALLED IN FRONT OF EVERY 2-INCH PERIOD IS 24 HOURS. AT THE END OF THE 24-HOUR PERIOD, THE PIPELINE IS TO HAVE o WATER SERVICE LOCATION, AND REMAIN THERE UNTIL THE WATER METER IS A FREE CHLORINE RESIDUAL OF' A LEAST 10 MGA.. AFTER SATISFACTORY CHLORINATION, INSTALLED. ALL 2-INCH WATER SERVICES SHALL CONSIST OF A MJ x 2" IPT TEE FLUSH THE WATER FROM THE LINE UNTIL THE WATER THROUGHOUT THE PIPELINE IS Q AND 2" IPT x110 COMPRESSION FITTING AS MANUFACTURED BY MUELLER COMPANY. EQUAL CHEMICALLY AND BACTERIOLOGICALLY TO THE PERMANENT SOURCE OF SUPPLY. UNAUTHORIZED VALVES OPERATION IN TIGARD WATER DISTRICTED IS PROHIBITED. WASHINGTON COUNTY FILE NO. : 02-918 NOTICE- IF THE PRINT OR TYPE ON ANY 1111111 III 1III 1III 1III jIII jl� Ijily 1 , 11111 1111111pill 11 Il I Q) � 00 14 IMAGE IS NOT AS CLEAR AS THIS NOTICE, -2 3 4 --- --- I iL I t__ I ITIS DUE TO THE QUALITY OF THE No 16 i I I lil!II IIII I I I fil I 1-1 �F'11 I I I I Sil 'I I I I I ORIGINAL DOCUMENT w. -11711FIll-I Sig 11 11" 'ILI III [It!I 1711 ;11 6 6Z 9Z GZ 6- 1 611 �.�� ---...-.-`_�' -------"rte--c ------ 11 -^d J • ' - '- : . " " ° '• .- ° d 6" SIDEWALK AS APPROVED, BUT NOT LESS THAN 5' 13 �.D PkOF XRF_F LIST d • . •, - I_tscole: I + J _ LANDSCAPING 6" _ C Psltscole: I v ° a , d • n • •- = 1 • 19160 o ci a• ♦ o a44 •: _ S- 2.0% (MIN.) Resolved � - d ;d • ♦ d\ = FINISHED a-•' S=5.0% MAX. ` oRBcoN ' c0 DLO-LOGO ,�. •• ♦ n N .�. ;.;4 :• 4 . p p L� p • J SURFACE _ ''�i p n !� p p •�c,c,oc�oo o EPDXY BOND -PAVEMfNT �15, STAMP p o 0 o a ca o 0 0 _ qR (L�,\ Unresowed - p - - - ,'~_ ,`• .` - r d Y UP -- _ -DEPRESSED CURB FOR _ d p . CRUSHED DR I VEWAY ( LIP) • - i EXPIRES 12-31-03 p I • . J ♦ 4" 2" OF 3/4"-0" CRUSHED GRAVEL BASE i � �- ' DEPRESSED CURB FOR I 24" O.C. 24" O.C. / / ,� / / // / / I ACI,FSS RAMP (U" LIP) F-- --.-� #3 BARS ---- --� #4 BARS _ ROCK OR 2 OF SAND �j\\\�\� ( (,UNCRETF SLAB (TYP CONCRETE SLAB #4 BARS STANDARD CURB TYPE #3 BARS (,ONCRETE BONDED EXTRUDED CURB STRA I Gf 1rT CURB .6 J. ° d , s '•'.. •. . d : ,°' SIDEWALK NOTES: :.URF3 NOTES: 11 1. BEGIN SLOPE AT BACK OF CURB. 1. ALL RAD I I SHALL BE 3/4 EXCEPT AS OTHERWISE SHOWN n _ _ DESIGN INC. 'm7 2. ALL APPLICATIONS: CONCRETE DEPTH DRIVEWAY SECTION = 6 AND 2. ISOLATION AND EXPANS .ON JOINTS SHALL BE PLACED ONLY STANDARD SIDEWALK = 4". AS SPECIFIED 9045 SAY Barlmr Dlvd. COMPACTED SUBGRADE COMPACTED SUBGRADE 3. 1 1/2" TOOLED JOINTS SHALL BE PLACED AT ALL CHANGES OF DIRECTION 3. CONTRACTION JOINTS SHALL BE PLACED AT 15' INTERVALS Suite 101 3/4"-0" COMPACTED BASE ROCK 3/4"-0" COMPACTED BASE ROCK AND POINTS OF CURVATURE AND AT A MAX. SPACING OF 10 FT. UNLESS OTHERWISE SPECIFIED. AND SHALL EXTEND AT Portland, �)�t 97219 / LEAST 50% THROUGHT THE CURB OR CURB AND GUTTER. (503) 225-1679 4. CONCRETE USED FOR SIDEWALKS SHALL MEET A 3,000 P.S.I. COMPRESSION GENERAL S 1 TE SECTION OVER FUEL TANKS STRENGTH IN 28 DAYS, WIl H A 2" TO 4" SLUMP. 4. A CONTRACTION JOINT SHALL BE PLACED ALONG AND OVER WEEP HOLE THROUGH THE CURB AND THROUGH THE SIDEWALK. 5. ALL SIDEWALKS SHALL BE LOCATED TO AVOID EXISTING AND PROPOSED EXTEND WEEP HOLE NOTE. INTERFERING STRUCTURES, SUCH AS MAIL BOXES, STREET LIGHTS, 17 IRE 5. WHEN SIDEWALKS ARE CONSTRUCTED, SEE H I LLSBORO GENERAL NOTES FOR COMMERCIAL DRIVEWAYS HYDRANTS, UTILITY RISERS, TREES, ETC. TO BACK OF SIDEWALK. INSTALL COUPLING ON END OF AND SIDEWALKS FOR CONCRETE SPECIFICATIONS. WEEP HOLE. 2 CONCRETE S1DEWALK 6. WHEN INSTALLING CURBS WITHIN EXISTI;JG ROADWAYS, 1 PA I✓EMEN T SECTIONSREMOVE AND REPLACE PAVEMENT AS REQU I RSD (2 FT. MIN.) C5. 1 N.T.S, C5. I N.T.S. 3 CURB DETAILS C5. I TOF OF HI-ISLAND EL, 102'-0" p r-� TOP OF ALO-ISLAND I� EL. 102 -0 -- DISTANCE PER PLAN - DISTANCE PER PLAN E"� r~ LADDER 36" 0 RISER 36" 0 RISER WATER QUALITY MH V (rn'•) RIM 161.90 AC PAVEMENT RIM 158.50 BACKFILL RIM 158.20 A 7 ° 4-- e ° I I G r J a ° a _ 3 - - r PER I I AL.UNINIZEC - r '� ��+ PLAN 30" I I STEEL PIPE CL 3 = + AP _ I IE 154.18 I I OR HPDE t IE 154.16 I EL. 156.63 ° "2" LF�16X 10 2"2" 4 \ GROUT AFTER o .. I I I IE 154.52 1 6 -) -� COLUMN ERECTION / * X13 , A d ,' 'f I'1 A '*�,%; �,°• it ✓'� >`", f °�, ,�" IE 154.16 Y �I I BY GEN. CONTR. �\ � \ J = ° " .''✓ ,,�''` �`'„+ +° \ "\''�►'\\.� �' �" ,�' 18 12 CAP WITH W cn c-' oc e *,•\\ �\`� \ /\/,' f ,,� •� \''/ ;.� ,f '� .' \ .�. ✓'' .:�, .`�`� �: , �, 4.55" ORIFICE M a I = NATURAL SOIL, ,�•�/'�`v°' '�,`ti r '��. d \ '` ff•,f , , ' - . °- FROST L I NE OR 90'/0 `�,, ,\ ' \� - oc - - • . : % - a ao COMPACTED FILL - .•�'.r���'���.�'`,���i1� ��:�... ,.�'\`\!r-�''�,,!\'.;�'�,:,�'.�,��;,,,':��';r�'� r''. ; . ,. ~-� WIRE CLOTH STRAINER ASSEMBLY PER ODOT DETAIL 47 IIII { I z TOP ALL FOOTINGS a W S STORM DFACIL I TY D � - a - IIII El.. = EL ( 1 W C5. I N.T.S. REQ'. DATE BY - � W BASE PLATE II I-I 4"X 18"X 1 '-6" I Q C) I_i 4O THREADED ROD �' ASTM A36, IF 36 ksi _ U57STORM SEWER MA I NTENANCE NOTES - L -W/PL-4"X,I /1"X0'_4" - - �- a. FURNISHED AND I I f- STORM FACILITY TO BE REQUIRED MAINTENANCE, INSPECTION, AND cn Gi I NST. BY G.C. Q I V) CARTRIDGE REPLACEMENT SCHEDULED TWICE A YEAR, AND TO BE -_�_- �, I - 1 '-.2'11 I R(8)#4 S INSPECTED AFTER ALL MAJOR STORMS. -S(3)#4'S EA. FACE W/ - a BY G.C. Zc�) 109/04/031 FIAT �C' �� ( 4 OTHER ACTIVITIES RELATED TO STORM FACILITY SHALL BE REFERRED #31 ES 0 12 O.C. t-- - =- - - - -- #JIES ES @ 12"O•C• TO THE SPILL PREVENTION CONTROL AND COUNTERMEASURE PLAN, BY G.C. I BY G.C. OR CONTACT FACILITY OWNER, TELEPHONE (503) 665---5693 • . `a. tip'° "" CI I I I , .. �,,.- �.,, ` .... ,, .� � � .,•,,,�..�...� '���- NUMBER SPCu02 a <� - - - - --I -a- Date: 10/04/01 3 . �I Pd-,� i - SQUARE FOUTING PLAN 4 _ _J RMD FOOTING PLAN - --- Scale: AS NOTED � prawn By: IIAT POUR ALL FOOTINGS • } - Y MIN, AGAINST UNDISTURBED SOIL �- Designed By: )E;AT N Checked By: GID 3'-O"--ROUND 3'-0"-'- SQUARE Pacific Hwv 16875 PLM2003-(17527 SIT2002.00013 f 1 8 of 17 1U U 4 CANOPY FOOTING DETA I L FOR DO WNSPOU a C5. I N.T.S. 0 WAS"HINGTON COUNTY FILE NO. : 02 --918 NOTICE- IF THE PRINT OR TYPE ON ANY rlrIlr Ili Ili Ili ill III I I ill IlI Ili ill Il ! IIIIIII IlI Ili tll Ili ill Ili Ili Ill III Ili ill ill I i ill Ili III tll III III Ili I Ili Ill IIIIIII ill III IIIIIII ill III hili ( (( a� UU4 2I I 3 14 I I I �I I 16 I 17 I I I I I 1b 11.I 12 �) l 7 IMAGE IS NOT AS CLEAR AS THIS NOTICE, _11 - --_-__ _l-_ -- I I Jl l w --_. gl -- _- _ _ �._.___- __--t_ _ _l�__ _� ITIS [DUE TO THE QUALITY OF THE " 3e ORIGINAL DOCUMENT - Ez I zlz iz U7, sill, -�' �- - -- - � E 6z 8z Lz 9z qZ 6z fi[ Nf I Lri 9ll 6i £i zi l]i �i I 6 B L I 9 19 I jfi � I>J Z I j71Y11�1 I S I I I I I I I III I I I I II 1111!I I I I I I I I I I I I I I I I I I I I I I I II I I I I I I I I I I I I I ( I I I I I I I I I11 I I I I I l l ll 1 1 1 l�l l l ll ll l l l l ll ll l l l l l l l l l l l l l l�l 1 1 1 IIII 11 I I ILII .11llll l llll�l Ll�i1111111LLl1llilllllllllLlll 1!1lli U�111114111 d I � I �Iill�lilillll�lllllll �IIIIII� IIIIIIIII 111(111 III I I I� I� IIII IIIIuIIIII 1 No 352P _ Spring Assisted Galvanized Diamond PIs+te Doors wl Locking Latch XREF LIST ____ 6.-811 ,`�Q,lj,O PRD 6'0" — 28"x28" C.I. GRATE SFU 180"Open 5-6" W/ BICYCLE BARS -- �� t Ngo Ltscale: 1 TOPSOIL SURFACING "Dia Insert - Psltscale: 1 ? OR AS MATCH EXISTING MATERIAL 4.6 ' �' � - 2 Places iii Top) - 1916D r( �9 -'---- - � DIRECTED -- - �. L' -� -�• � •spring Assisted � ) __ DUCTILE IRON OUTLET ' Resolved s T /- N BASE MATERIAL t �� �� / �ij ` Galvanized Diamond Plate Doors t�1tBGQN .-- • �- � i ./� w/Locking LatchIRON (O '� JDLD-LOGO q _ �� > e-_d� I I I QUCTILE I �r 1S, l A': ° T Y J TOP / 2 Places in Tu, j I 45' BEND \,\ STAMP -- AAAA AAAA-- -- r--. / �(-funIillAncho I — v--'AAAA-- _ tUnresolved �3 I I I • Y No.64-352P Ole -AAAA-- Q I m 0 I U' I °CDT. n 1,50 lbs. A U EXPIRES i2.31-03 -3 Z I U I J z I JIn o C)ffz I I DUCTILE IRON ,r,'F �6" MIN. _. ._I jIZE AS SHOWN' ON PLANS v I v I LI A I U 1 2-Ton Lift Anchor I o I u' I � • , � � f=-�' I I (LEi'dGTH VARIES) --� C, M (1 Each Comer) 6, I t :t____L I �. I ! I o ^�� - \ V Z HINGED Z5 1 ►� 1 t) 1 U 4" PVC —L. — — ___W OUTLET PIPE / � (2)-2-Ton Lift Anchors P (?) `y,;'Dia.l in Ins.:rts - With San,piing Tee 4" PVC PLAN VIEW 4" PVC PIPE TO SYSTEM = CLEANOUT 12"MIN ABOVE OUTSIDE OUTLET PIPE INLET PIPE �"— 4" PVC With Sampling Tee With Tee CV 1 OF PIPE BELL INLET PIPE Butyl Resin Sealant I iuld Down Risers Available With Tee For Coalescing Media UJ a 24" MIN _�-�. \�, u; a _It- - - _ - _ __ w -- - . --- - - Y -_ -_ _ _ DESIGN INC. N NW E • m � 24" SQ. 10 GA. OR 1/4" a BASE ASSEMBLY 6 IIF _ PLATE INTERIOR & yU45 5�Y Barbur ltivd. No.660-CPS-B rIE AS SHOWN EXTERIOR PAINTED Suite 10 1 6,119016s. o W ASPHALTIC PAINT < < ON PLANS -- / Portland, (�R .I721.I " " I ..,.,. (500) 225- 679 MIN IN -? 5'-0" 2-Ton Lift Anchor = Base 5,450 lbs. ( ) v 9 c? 3 Off 1 -f ON CATCH BA S I N Baffle 470 lbs. 1 Each Comer a Z Weir 5701os, � .. � iq � o � 6"MIN. BEDDING BELOW Total s,490 lbs. 2 C5 2 N.T.S. OUTSIDE OF PIPE BELL --. m a� f W � Oil Retaining Baffle � �tNERAL NOTES: The BTORUWATU 16AHAGEMMM . - Storml'1/ter' COALESCING MEDIA-� 6'-0" Oil Retairn..;f Baffle Coalescing Media Sediment Weir U.B. PATENT No. 6.388,e8ft, :i :" 1.) STORMFILTER BY STORMWATER MMAGEMENT, PORTLAND, OREGON (503-240-3393,. No. 6,e84,67e, AND oratlne U.S. TRENCH FOUNDATION 4--0" SECTION AA 2•) ALL STORMFILTERS REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE MANUAL FOR AND FOREIGN PATE[M PENDING STABILIZATION, AS REQUIRED NOTE: Sediment Weir FOR CUSTOM APNLICATIONS DETAILS. SURFACING OF PAVED AREAS SHALL COMPLY THE FOLLOWING INFORMATION IS NEEDED: 3.) PRECAST CONCRETE VAULT CONSTRUCTED IN ACCORDANCE W-fH ASTM C858. WITH STREET CUT STANDARD DRAWING. -Top of Separator Elevation, -Inlet and Gutlet Pipe Sizes and Elevations 4.) EXTERNAL PIPING AND COUPLINGS PROVIDED BY OTHERS. N„1w 5.) FLEXIBLE COUPLINGS TO BE SET 18" OUTSIDE FACE OF WAIL FERNCO OR ENGINEER APPROVED. 6G0ACPs is available set up for future installatinn GENERAL NOTES: 6.) SEE PRECAST STORMFlLTER DATA SHEET FOR VAULT DIMENSIONS, ELEVATIONS AND NUMBER OF CARTRIDGES. T� of coalescing media and designated as 660-CPS-R 1.Baffle and Weir to be Precast Concrete BASIC DESIGN INFORMATION: V 1 P P E BEDD I N G ND E?ACKFILL g g 7. ANT,-FLOATATION BALLAST TO BE SET ALONG ENTIRE LENGTH OF BOTH SIDES OF FILTER AS SHOWN. 2.Static Water Depth=4'-0" ) INFLUENT CHARACTERISTICS- SEE PRECAST FILTER DATA BLOCK FOR BALLAST WIDTH AND HEIGHT DIMENSIONS, 3.Contractor to: � 660-CPS Fill with Clean Water After Backfilling is Complete Oil ratin,fic Gravity=re= C5.2N.T.S. For Details and Additional Information,See: and Prior to"Start-Up"of System Opueninc Temperature n 50" N•T.S. Influent til Concentration=100 pprn HIGH PERFORMANCE 'Reverse Side Mean Oil Droplet Size=130 Microns I 'ss■■��� •ACCESS DOORS Section Designed fed P Oil Rise Rate Z OIL / WATER SEPARATOR •RISERS Section Designed Per Washington State Department of Ecology 100% Projected Coalescing Plate Area=444 Sq.Ft. FLOW EFFLUENT COLLECTED ANTI-FLOATATION B4LLAST Design Flow Rate= 110 GPM RATE QUALITY SIZE ALTERNATE PIPE IF FIVE OR LESS CARTRIDGES r) Maximum Process Flow=415 GPM 110 GPM 10 ppm 60 Micron (BY OTHERS) �- 1 a ITEMS SHOWN ARE SUBJECT TO CHANGE WITHOUT NOTICE. PRE—CAST r--�- ALTERNATE CONCRETE VAULT ; .r - - - = a.:: .:_. T +- ENERGY DISSIPATER 1998 Oldcs,stle F' ecast,Inc. Issue:2000 ._ . : ' ♦ �" w MAINTENANCE NOTES: OIL/WATER SEPARATORS TO BE INSPECTED MONTHLY AND RECORDED ON THE A ST RD CAST IRON OIL/WATER SEPARATOR REPORT KEPT AT THE FACILITY. LET FINISHED GRADE FRAME & COVER 3 OTHER ACTIVITIES RELATED TO OIL/WATER SEPARATOR SYSTEM SHALL BE -- _ _ REFERRED TO SPILL PREVENTION CONTROL AND COUNTERMEASURE PLAN OF THE �_ --1' X 2' SUMP GROUT - 2" M I N. PROJECT, OR CONTACT THE FACILITY OWNER (503) 665-5693 o I I °° �_ _ rl- - — - (e o,NEHS) 6" M I N. _ —_6" MIN. 2 0 I L WATER SEPA RA TOR DE TA 1 L n — LADDER (TYP) 1111— o I I I I I �2!_2 N.T.S. OUTLET PIPE .. L FLEXIBLE COUPLING (BY OTHERS) (BY OTHERS) ENERGY DISSIPATER (TYP) 00 — COMPACTED F I LL _III o Oc I I O _ e • a•. �� 45 BEND —I I °°I 1 00 11=1 THE L yn ch CO., INC. •_�. ° : _ q �_ o --- o III= GRATE FRAME WYE BRANCH -- I I= o° I ° ° I I= 15 I—= °o I O o--III u n I I r � / - BACKFILL LL RADIAL Flow o ° - 74 0 ROCK B PIPE MANIFOLL (lYP) CARTRIDGE (TVP) �I —III=I I_ �000° 0 °00// , /� till WATERSEAL 6'x8' PRECAST STORMFILTER _PLAN VIt.VN 1 2" SCALE: N.T.S — I 3" OR4" NO- ,.�-HUB CONNECTOR — AAAA --J _ O O 0 0 0 O p —O p - _ —III—_III- 0 4 0 ° u O °o LO PIPE AS SHOWN N N _ —_III _III I I— ON PLAN 2 - 3'x3' DIAMOND PLATE DOORS (TSP) .TRAFFIC BEARING UU (TVP) �• DATE BY 3- . —r! 1101 FL 0W— THRU PLAN t __,. ! -- JOINT �- 24"DIA. X 8" CONC. COLLAR SPECIE I CAT 105- OVERFLOW SEALANT (TYP) — ADJUST COVER TO FLOW SPREADER- ROUTES J,, ..-Q 1. ALL STEEL WELDED CONSTRUCTION. •--� - ��- L ..,u�. (TVP) Z3� 108/30/021 FIAT FINISHED GRADE STANDARD CAST IRON -- RADIAL FLO FRAME AND COVER 2. 10 GAUGE STEEL MINIMUM THICKNESS _ ARTRIDGE (TVP) I 3. COATED INSIDE AND OUT WITh _ - R 12"� FLOW RESTRICTO,l - . .,e .� ASPHALTIC PAINT. - o 4. SUPPLIED HATH 15" X 15", ?" X li" B.B. DISC (TVP) NONE: LE. IN - I.E. OUT v 2.3 MIN. _ ° A 1 t3 1 BAR GRATING, WITH CROSS BARS 4" O.C. 6 MIN. I- o j-- 1 `o - --6 MIN. 5. CLEANOUT OPTIONS AVAILABLE. _ ° o I 1 O �a PIPE Sl'/-'F- AS ° - SHOWN ON rLAN A REA DRA IN L YNCH MANIFOLD (TVP) . c5.2 RI PROJEc r • COMPACTED FILL --rj= 0 1 I o I- N.T.S. ��) NUMBER SPCO02 I 45" BEND o I I o I I - --AAAA-- —I I I I oo I I�I' 6'x8' PRECAST STORMFILTERTM—_ SECTION A—A A—A Date: lU/04/01 SCALE: N.T.S — WYE BRANCH - __-_.r I I— o° �o ° I I-i- /_---� Scale: AS NOTED I I-- �� / 0 3/4"-0" COMPACTED -- 1=� /� CRUSHED ROCK BACKFILL New" IN Q—C m— �� — - --CAST --' -- --- -- --- S xt' r'RECAST STORMFILTER • o�wr.n —Awe of �nrae — /NWATor Drawn By: IIAT 1=I I I-1 I o o 0�o, �0 STORMFI L TER MA I NTE.NH►'VOE NOTES r� :� _ PLAN AND SECTION VIEW MANi.ir sNT� STANDARD DETAIL 1 =0 nc o.w% FMR/AR a FMI PROVIDE & SECURELY INSTALL STORMFIL IL K SYSTEM TO BE MAINTAINED AND OPERATED BY - - _ ,rte ^�� "D txMwlr o �i«rr� �"°�'"' ' FA°''°'� Designed By: AAT — - -- AS SHOW — ?D00 - _—II PLUG W/ RUBBER RING GASKET STORMWATER IAANAGEMENT INC. IN PORTLAND, OREGON. -- - ----- - -�o-o U-o nr'o-o I_I I IT r "0� _-____- - --- AAAA___ �__--_.-_.---- Checked By: GID -^---� o ° ° STORMFILTER TO BE REQUIRED MAINTENANCE. INSPECTION, AND _ _ _ I-- CARTRIDGE REPLACEMENT SCHEDULED TWICE A YEAR. IN ;ADDITION, PIPE AS SHOWN I I �- I;���1 I I-III -I I i_�I I I=I I I-1I 1 I=I I 3 STORMFILTER UNITS SHOULD BE INSPECTED AFTER ALL MAJOR Pacific Hwy 16875 ON PLAN - -III--I -III- �I�I. I I= STORMS. 6_ S To RMF I L- TER DE TA I L. PLM20C3-00527, SIT2002-CO013 9 of 17 ENO—OF—LINE IN CASE OF A HAZARDOUS MATERIAL SPILL, THE LOCAL CONTROL. C5.2 N.T. AGENCY AND STORMWATER MANAGEMENT INC. SHOULD BE NOTIFIED IMMEDIATELY. 4 S TA NDA RD CLF-ANOUT OTHER ACTIVITIES RELATED 'TO STORMFILTER SYSTEM SHALL BE REFERRED TO STORMWATER MANAGEMENT MANUAL, OR CONTACT WASHINGTON COUNTY BILE NO. : 02-918 C5.2 N.T.S. STORMWATER MANAGEMENT GROUP, TELEPHONE (503) 240-3393 NOTICE: IF THE PRINT OR TYPE ON ANY III III III III III Ili III I I III III III III III III III III I I I ' I I I III III III III III III III Ili III I I III III III III III III III I I III III 1 1 1 1 1 1 1 III III 1 1 1 1 ! 1 1 III III 1 1 1 1 1 I (�,1.{. 3 I 4 I I 15 I h 7I I I I �I I I 10 I 11 12 ljlc;l�i IMAGE IS NOT AS CLEAT: ,^.q THIS NOTICE, I -- - 1 - -- -- gl - •.:"..: .-. ,..n.V•,•we+.a.rt.;.a+.xR!]9Mnt'.•'{kS:,T,l..:..._ ITIS DUE TO THE (QUALITY OF THE No,3B ORIGINAL DOCUMENT Z 8Z L7 9Z j 91Z I Ib17 £Z 7, T7, U?, 6I 18T GT 9t I 9l 6l £I 7[ iT l 6 �1 G 9 9 � fi £ VI Z Iji11 (! IIIII it IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIII IIII IIII IIII1111Ilii1111IIIIIIII IIII IIIIIIIINII! IIII IIIIINII I [11t,111iJ11611 1 7'-0" -- 8' P U E - - (HORIZONTAL) VERT I CAI XREF LIST- ) OUTSIDE OF WITHIN BEARING AREA OF THRUST BLOCKS VOLUME OF THRUST pkOF Ltscolt,: 1 PAVEMENT PAVE-ME.N , .. \ IN SQUARE FEET BLOCK IN CUBIC YARDS � , Psltscale: 1 - 5 _6 TEE. WYE, ° T E `� G IN C8 90 BEND �, 19160 y ------- LOT TO BE ITTIN STRADDLE PLUGGED PLU GED 45° 22t 114° 90° 45° 22 11�/4° Y SIZE DEAD END I BLOCK 1�2 y Resolved SERVED AND CROSS . --0-RUQ BEND BEND BEND BEND BEND BEND BEND i A- I A-2 _ --- < HYDRANT y _ - - OREGON OLD-LOGO - C% o I 4_ 1.0 1.6 1.4 1.9 1.4 1_0 -- - --- -- _-_ v, 15 9 v STAMP-- 18" CAST IRON 910 BOX --�� ` Z z 6 21 3.7 3.0 4.3 3.0 _ 1.6 1.0 - 1.3 Unre..olved PROVIDE 24" BY - - -- - - ___ ___ ,.� a w 8 3.8 6.5 5.3 7.6 5.4 2.9 1.5 1.0 2.3 1. 1 4 TTriICK CONCRETE _ +-� • 1�---- ----- - - - 4" ' (SEE NOTE 4) --�� wo t'-(�" 10 5.9 -I0.2 -8.4 11.8 8.4 4.6 2.4 1.2 3.7 1.8- --- --- CC < 12 8.5 14.7 12.0 17.0 12.0 6.6 3.4 1.7 5.5 2.8 1.2 --- EXPIRES 12 31-03 HAND TAME BACKFILL PROPERTY LINE �; 14 1 1.5 --- 16.3 23.0 16.3 8.9 4.6 2.3 7.6 3.9 1.7 --- ABOUND TOP SECTION 6" MIN. 3 w ter- - ---- -- - 12" MAX. U 1 16 15.0 26. I 21.3 -30.0 ,21.3 11.6 6.0 3.0 9.9 5. 1 2.3 0.9 1 1'-0" F- 18 19.0 ---- 27.0 138.0 27.0 14.6 7.6 3.8 _ ' -7- 1 20 1 23.5 40.8 33.3 47.0 33.3 18. 1 9.4 4.7 -- --- -- --- " I m 24 34.0 58.8 48.0 68.0 48.0 26.2 13.6 6.8 --- -- --- --- 6 ASTM 3034 PVC - __ _ ,- 3 NOTES: PROPERTY LINE AND LOT w 1. ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 PSI AND AN NUMBERS MARKED IN WHITE 0 ALLOWABLE SOIL BEARING STRESS OF 2000 POUNDS PER SQUARE FOOT. TO t OPERATSNG NUT EXTENSION PAINT ON FACE OF CURB --, = COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING (SEE DETAIL NO 505) STRESSES, USE THE FOLLOWING EQUATION: -- (SEE NOTE 1) BEP. ING AREA = TEST' PRESSURE / 150 ) x ( 2000 / SOIL. BEARING STRESS ) DESIGN INC. PLAN x TABLE VALUE ) 9045 SW l3arbur Blvd. 2. ABOVE VOLUMES BASED ON TEST PRESSURE OF 150 PSI AND THE WEIGHT OF Suite 101 CONCRETE = 4050 POUNDS PER CUBIC YARD. TO COMPUTE FOR DIFFERENT Portland, Olt 97219 T T TEST PRESSURES, USE THE FOLLOWING EQUATION: VOLUME _ ( TEST PRESSURE / 150 ) x ( TABLE VALUE) (503) 225-- 1679 - -............ 1,--A N KIN NOTES %\��\\\\��\\\\/% CUSTOMER SIDE 1 1) VALVE BOX NOT TO REST --- ff.M VERTICAL BEND IEE STRADDA-F BLOCK CRQSS ON OPERATING ASSEMBLY. 2) OPEQATOR EXTENSION ELEVATION J REQUIRED WHEN VALVE NUT I 2" _ SEE PLUMBING CODE F RODS FOR VERTICAL BENDS IS DEEPER THAN 3 FEET r- 24" NOTES. FOR DEPTH OF COVER - FITTING SIZE ROD SIZE EMBEDMENT - A- L -FROM FINISHED GRADE. 6 "1. SURVEYOR TO INSTALL TEMPORARY12 AND LESS :j0 _- 3) CENTER VALVE BOX ON HUB AND GUARD STAKE OR AXIS OF OPER. NUT. GUARDSTAKE AT LOT LINE �-ORS ZEE � 4) PROVIDE 24" SQUARE BY 4" THICK - METER INSTALLATION. �IOTE� r CONCRETE PAD AROUND VALVE I - 24" -1 METER 1. CONCRETE BLOCKING TO BE POURED AGAINST BOX OUTSIDE OF PAVED AREAS ANGLE STOP UNDISTURBED EARTH. l " ., 2. ALL CONCRETE TO BE CLASS 2A00 MINIMUM. AS SHOWIJ IN CONCRETE PAD DE'ftill_ CONCRETE PAD TYPE "K" SOFT 3. INSTALL ISOLATION MATERIAL BETWEEN PIPE COPPER TUBING AND/OR FITTINGS BEFORE POURING CONCRETE Z ►10 x.AZE _ Im - l3GA�F BLOCKING. ' or�p NPAR RENT STM '• TYPICAL GATE Oft Na p WANT'IMT P. °'�"� 3/4" & I „ , �q, 4 JOINTSCONCRAND ACCESSORIES.TE SHALL RE CLEAR OF ALL 13125 S.W. HALL BLVD. aw a9>w� 13125 S.W. HALL BLVD. PGAM, OREGON 97223 nGARG,OREGON 97223 5. TIE RODS SHALL BE DEFORMED GALVANIZED I am OF rc� (v 3) SM-4171 ARG( IM VALVE 503 CITY rAX (5G3;639-4171 war 1 WATER SERVICE G1, FAX sa °84-729' lc m FAX 503 64-7"7 520 COLD ROLLED STEEL, 40000 PSI TENSILE "'"°�`°"` _. "'"°""""` STRENGTH. 3 THRUST BLOCK DETAILS O STANDARD VALVE BOX DETAIL 1 " WA TER SERV 1 CE c5.3 UT TO SCALE { C5 N.I�.S..3 N.T.S. C5.3 �j ►..� NO S: CITY WATER DEPT STANDARDS PLUMBING CODE Q� 1. APPROVED FIRE HYOF�AN I'S; 3. ALL FITTINGS IN CONTACT W/CONCRETE SHALL WATEROUS PACER BE WRAPPED IN PLASTIC. HYDRANT DRAIN v 1 VAULT SPECIFICATIONS MUELLER CENTURION HOLES TO REMAIN OPEN TO GRAIN ROCK THRUST BLOCK CITY APPROVED nn - BACKFLOW DEVICE FLANGE COUPLING CLOW F-2500 AND OPERATIONAL. RETAINER GLAND _ _ I SIZE MFG. M & H RELIANT MOD. N0. 929 4. ROCKASHALL OF 1 1 2"-3 4" CLEAN DRAIN ADAPTOR "BE PLACED AROUND SHOE UP TO _ _ 2. HYDRANT COLOR TO BE MILLER EQUIP. A MIM. OF 6 ABOVE DRAIN OUTLETS. ------ --- ------ ADEQUATE WCRKIN » ENAMEL 0 E 40 SAFETY YELLOW). a SPACE FOR 1 UTILITY VAULT ( ) 12" MIN 3030-LA (OR EQUAL) 5. WHERE PLANTER STRIP EXIS-f S, HYDRANT FLOW MAINTENANCE SHALL BE PLACED SO FRONT PORT IS A - - - - 12" MIN MINIMUM OF 24" BEHIND FACE OF CURB. MEGA FLG 1-1 2" -- 2" UTILITY VAULT �-4 1/2'- PUMPER FIRE DF_PARTMEN T NOZZLE 6. WHERE INTEGRAL S/-y & CURB EXISTS, HYD. FLG OR LQ"-'AL --� �� - 3642-PUT (OR EQUAL) " ., N CONNECTION SHALL BE PLACED 18 BALK OF SIDEWALK 6 OPTIONAL AT THIS OR AS DIRECTED BY ENGi�lcEft. MI LOCATION 7. BURY OF HYDRANT SHALL BE MEASURED OSHA APPROVED LADDER7 24" MIN � �--- FROM FINISHED GRADE TO BOTTOM OF WITH ALUMINUM LADDER }� CONNECTING PIPE. EXTENSION BY UTILITY - - 7 8. THRUST' BLOCK AT FIRE HYDRANT TEE SHALL VAULT CONTRACTOR TO SEAL ALL REDUCED PRES SURE BACKFLOW SLOPE FARTH AWAY FROM HOSE 2-21/2- HAVE A 3.7 SQ. FT. BFPLAN ARiNG AREA. OPENINGS IN VAULT WITH PREVENTER FEBCO MODEI 825Y PLAN VAULT IN BERM AREA HOS9. HYDRANT VALVE SHALL BE MUELLER RESILIENT NON SHRINK GROUT PRIOR OR EQUAL - NOZZLES WEDGE GATE VALVE #A-2360-16 ONLY. TO BACKFILLING 01 r- 3" MIN. 6" MAX. TDRAIN GROUND LINE - --_ -__.- DAYLIGHT O CURB OR \ REV. DATE BY 1 L CAST IRON VALVE BOX, VALVE BOX TO BE \ \ 1 022'2.2/02 HAT 24" LID, & EXTENSION CONC. ENCASED IF - -- - - { 3 MIN CLEARANCE MIN. (SEE STND DTL'S) NOT IN PAVED AREAF -L ON OPENED _ 107/16/02 IIA_ - ----- OS&Y VALVE j MEGA FLG OR EQUALCURB CURB AND GUTTER 12' MIN _ URY -- INLINE CHECK VALVE ABOVE FINISHt ---- GRADE -- CONTRACTOR TO IN`.�TAI.L - - --- �l _ RODENT .. . . Q . - _--- - FINISH GRADE THRUST BLOCK °D ----� CONCRETE BALLAST 3 CU. Y . - SCREEN -�---- 6 MIN. R U- z I I M . WHE E FLOODING OR -r1,E STAND BEARING AREA DRAIN .SOCK � " N TO BE EQUIV. 4 -33 4 MINUS HIGH GROUNDWATER EXIST- � (TYP.) �� DRAIN -TO DAYLIGHT OR -`- -�-`-- - - / ROK � _ TO SIZING a VARIES CRUSHED C INSTALL SUMP PUMP ELEVATION ADEQUATE DRAIN TO DAYLIGHT oUNDER VALVE BOX CONTACT CITY FOR CONCRETE PAD - FOR (SES DETAIL NO. 557 ) _ � 'TEE � I ELEVATION UNDISTURBED PUMP SPECIFICATIONS �•� A I EARTH INSTALLATION SHOWN IS ONLY A SUGGESTION. PHOJEC'1' IDRAIN t 1. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. NUMBER SPCO02 r 12 MIN - -- I 6" M J 24" MAX 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST HOLDING SPOOL Date: �2/1G/TJX FIRE DOUBLE CHECK VALVE ASSEMBLY FLOOR TO BOTTOM COCKS IF BELOVr -.ROUND INSTALLATION. _ - -" - -� UTILITY `1 .ULT OR *EQUAL BILCO DOOR OF DEVICE 3. DISTANCE FROM BOTTOM OF DE\410E TO FINISH GRADE, FRE=EZE PROTECTION, Scale: NONE ����•��JJJ SIZE OR *EQUAL AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS 6" FLG. x MJ SHOE _ WITH F.Q.C. WITHOUT F.D.C. Drawn n y IIAT TO USE 4 676-WA 577-WA J-FAL FOR INSTALLATION, y, UN- MAINLINE '4EE - - --- 6 687-WA 676-WA J-5AL --- DISTURBED - CONC. BLOCK HAVING MIN. 6 SIDE OU11 FRT B 5106-L.A _ 687-WA -JD-3AL Designed B EARTH --------- FLANGED 1,75 SQ. FT. BEARING AREA, FLANGED 10 5106-LA 2106-Ln � JD-3AL � Kn By: HAT \ AND MIN. 8" 'THICKNESS. * CITY ENGINEER APPROVED EQUAL -�� � - �/ Ctecked 13y: GID Mw rn NO 9G4,. D eM NO SCALE OEPN711lElfT - ���F. s DOUBLE CHECK DETECTOR �, �, ��" P. °�"As REDUCED PRESSURE ori„ �, - , 8�5 13125 S.W. HALL BLVD. 13125 S W. HALL BUN). Air�� Pacific HwV 6 nGARO, OREGON 972221 „ VALVE ASSEMBLYRGARG, OREGON 972" PLM?003-00527, SIT2002 00013 �'K f o;3"-74z�;, _ 5331 --*-- ,s BACKFLOW ASSEMBLY 10 of 17 CITY of noAllo --�- --- �qz• 550� °eea=-�i�iJ 5 5 b �4PR 1 VA TE F I RE H YORAN T A SSEMBL Y '----°'"" """°""`°"" an "'"°""°"" --- C5.35DOUBLE DETEC;TOR CHECK ASSEMBLYr6* RED UCSD PRESSURE RA CKFL 0 W A SSEVI BL Y C5.3 NOT TO SCALE C5.3NOT TO SCALE S JNFILE NO. : 02-918 NOTICE. IF THE PRINT OR TYPE ON ANY _ ----� ---- -- l ' I -- --A- J ' II � I !i ' III � , 4 IMAGE IS NOT AS CLEAR AS THIS NOTICE, 4 �6 ITIS al ETU THE QUALITY Or THE No.,S ORIGINAL DOCUMENT ^6Z BIZ GZ 18�Z �Z I �Z SS ZZ t17 OlZ 6i $i I G� e1i i 9i 6l ST I ZT i�t o�i 6 $ G 8 Q I fi TE Z ta�uw Iillllllllllll IIIlillllllll��►Il�llil�llli�llllllllllllllallllllJl�llll�illllllll�lll��lli►ll►l►llil�lill ►I � II � ►llT II � II:I ► IIIA �i I t 1 � ►IIII IIII ,IIIII�II I IIII► I ►III►�Illil� IIIIIIII��I►IIII I I�IIII ►II ILIIIilllll� ►�►IIIIIII►�I��� ►��[� llll � �.I W. II •� � ' d. l.. r.. I... Y'.h.':. HF !r• J- .i4.i. '. e�' > ..•,, ,y� ,. ,,,. . ,- �, 4_. �(. , J'. ,a, k I �F,'u y u li ( ,,I-4'.' `:;":1.. .' a 7, ....t' 'eM ;� !"',i (REF LIST \ Ltscole: 1 � , I \y G g �O t� �' y Psltscole: 1- I - +�;. - �. .- -- - -� I I w� �' t 9160 'Q�y Resolved BAS£MAP �IOREGON DLD-t OGO 1AAIP Z) I (aWl f4, ' UIILS co -_ ---- -- "= �I EXPIRES 12-31-03 Unresolved S(:ALE. 1 10- W - 20 10 5 0 20 34 / I 4 Lw 24 5 6 25 ?8 12 14 13 15 5 17 28 / 23 18 15 2C 2� 4 7 1 3U N. _ :1 1'��� I ` e " • 26 26 f1 L E . ° .• sy r • - --r ! / �` DESIGN I(VC. Ir rL - , - - -� _ _ _ __ _ ---- 9114 .lf Barbur Blvd. I - I o i I Tom; I Suite 101 �� T Portland, OR 97219 - -- --- - - - -- --- -- ---- -- - --- ---- -- -�-- __ I-w - - - - - - -- -- - - - �'__ _-- ! __ - -' - . - - (503) 225-1679 1-f4'00 II +OU77� 3 f 00 4+00 , S+GU 6+00 I .Vi =_ \ i luoi - M - � . . �.i__ . -27 27- 1 I 5iV, r_ - - I (~6 ✓. .�C;SFR ��'('ADo `�-� �Al_ J I N V� /.• I N I 1 10 11 31 33 632 I • NEW CENTERLINE r FISCHER STA /+00.00 = ' QUEEN ANNE- STA 0+00.00 Z A2 PLA,N F 1S'CHER R OA D , Cn a SCALE I = 20' P4 � z a CONSTRUCTION NOTES CURB RETURN DATA �_ ------ -- 33.77' ROW (D QUEEN ANNE STA. 0+39-05SIDEWALK G FISCHER STA.END CUR,�3 RETURN,O.67 BEGIN7' LT 20 BEGIN CURB AND aFISCHER STA. �DEWALK LT 29 FISCHER STA. .1+60.0 32.0 LT O �-- - -- 25.0 - � � h� CUT EXISTING CURB AND INSTALL NEW STREF_T L I GHT ON 1 R = 89. 33 14 -_ BEGIN CURB RETURN AND SIDEWALK R _ 25.00 I MATCH INTO EXISTING GRADES 12 CONSTRUCT 5' WIDE SIDEWALK 21 FISCHER STA. 4+67.00 /0.0' LT NEW LIGHTING POLE L -N 45* 3.27' 1 O O SEE LIGHTING NOTES ON SHEE1 EZ0 LC = N 45' 05' 07" W SAND- 5•D� /p,0 � PER DETA /L 3 ON SHEET C7. 1 ANGLE POINT SAWCUT LINE '-- o 2 REMOVE 8 LF OF EXISTING CURB 35.22 SCAPE SIDEWALK '..+ O 13 CONSTRUCT ROAD PAVEMENT SECT/ON 22 F I SCHER STA. 5+41.40 25.0' LT 30 FI SCHER STA; 4+69.97 24.0 L T STRIP 2 to 6 LF OF EXISTING SIDEWALK DEWALK O PER DETAIL l ON SHEET C6. l END CURB, BEGIN CURB RETURN CONSTRUCT .URB INLET 1 P.C. FISCHER STA 1+40-67 -EXISTING� 3 REMOVE O SEE DETA lL 5 ON SHEET C7. 1, 4 / 25' L T, T.U.C. EL. 157.66 GROUND j o- I EXISTING S/GN TO BE RELOCATED (BY OTHERS) 14 FISCHER STA. 2+44.87 25.0' LT 23 CONSTRUCT CURB AND GUTTER SEE STORM PROFILE ON SHEET C 114 ,6 T.O.C. EL 15794 3 z END CURB AND SIDEWALK PER DE TA I L 2 ON SHEET C7. l l/2 d T.O.C. EL 158.43 O5 EXISTING Ne:'.E TO BE RELOCATED (BY OTHERS) 31 REPLACE EXISTING STORM SEWER PIPE - _ -- v �4 '0� 15 CONSTRUCT DR/VF_WA Y APPROACH 24 PROPOSED R/GHT OF WAY WITH NEW STORM SEWER PIPE 314 6 T.0.C. EL 158.83 EXISTING/ VA O ! -- 2.5R M/N. SLOPE VAR 1 ES - Q O6 EXISTING FENCE TO BE REMOVED PER DETA/L ON SHEET C7 I SEE STORM PROFILE ON SHEET C4. I, AND P.T. QUEEN ANNE STA 0+49.69 ��-- - ��-'--- -- EXTENT OF REMOVAL TO BE DE TERM I NED ON )I TF 25 EXISTING EDGE OF PAVEMENT BACKFILL PER DETAIL 6 ON SHEET C7 I 1 15 FISCHER STA. 2+G9.87 � 15.71 ' RT. El_ 158.87 SLOPE VAF /ES-� Y�1 7 REMOVE EXISTING INLET STRUCTURE O CEN TERI.I NE OF 40' W I DE DR I VEWA Y 2.6 CONTRACTOR TO LOCATE AND PROTECT 32 SAWCUT EXISTING PAVEMENT FOR NEW ;' SIDEWALK O O EXISTING S CONSTRUCT/ON OF NEW STORM LINE. PER D.-TAIL 3 SHEET C7. l EX/S. NG U T l L /TIES C. RESTORE PAVEMENT AFTER CONS TRUC T l ON LIGHTING NOTES NEW PAVEMENT SECTION O QUEEN ANNE STA. 0+39.05 /4.U RT 17 FISCHER STA. 2+94.87 25.0 LT - END SAWCUT LINE BEGIN CURB AND SIDEWALK 2CONSTRUCT SIDEWALK RAMP PER DETAIL 4 ON SHEET' C7. 1 1. WASHINGTON COUNTY REQUIRES THAT A NEW CURB AND GUTTER - I- MATCH EXISTING PER DETAIL 3 ON SHEET C7.2 LID OR SDL BE ESTABLISHED TO PAY PER DETAIL 2 SHEET C7. l l l�2" `C' MIX �l 33 FISCHER STA. 4+91.21 20.0' RT FOR POWER AND MAINTENANCE FOR B M/X 09 QUEEN ANNE STA. J+24.05 14.0 RT 18 FISCHER STA. 4+ 14.97 25.0 L T THESE STREET LIGHTS. WASHINGTON 2" 3�"-O" ROCK I ANGLE POINT SAWCUT LINE END CURB AND SIDEWALK 28 FISCHER STA. 2+97.0 32.4' LT CONNECT STORM TO EXISTING CATCH BASIN � „ u INSTALL NEW STREET LIGHT ON 5 SEE STORM T'ROF/LE ON SHEET L'4. l COUNTY WILL NOT PAY FOR POWER AND /2 2'1-011 I+28.0 10.0 L T 19 F/SCHER STA. 4+34.97 VERIFY ELEVA T I ONS PRIOR TO CONSTRUCTION MAINTENANCE. M 10 FISCHER STA. O RELOCATED POWER POLE. Z AND PROTECT EXISTING CATCH BASIN ��r•T� � ANGLE POINT SAWCUT LINE CEN TERL INE OF 30' WIDE DRI VEWAY PROVIDE ELECTRIC CONNECTION. ,/ 2. ALL STREE LIGHTS SHALL BE PER PGE 44 SEE LIGHTING NOTES SHEET E2.0 '� APPROVED MATEMALS AND INSTALLATION 19 / " CONDUIT LINE FOR 34 FISCHER STA. 5+84.59 44.3 L T REQUIREMENTS. 1 F ISCHER ROAD TYPICAL SEC- TION STREET LIGHTING 8 INSTALL NEW STREET LIGHT ON 5 FISCHER STA. I+94.0 29.2 L T NEW LIGHTING POLE 3• SEE SHEET E2.0 FOR MORE STREET C6.1 INSTALL NEW STREET LIGHT ON SEE L l BHT I NG NOTES SHEET 62.0 NEW LIGHTING POLE LIGHTING NOTES. s `E l I GI-:T I NG !COTES SHF_ET E2.0 .� I. V. DA'Z'E BY I 170 � I 100.00' VC -- --I 70.00' VC --- --� o + , LOW POINT ELEV = 154.88 + /2\ 08/06/02 F;AT N W (o o N PVI STA = 2+00 ''� `,? LOW POINT STA = 4+89.69 F -Z3\ 10/02/021 HAT I 165 � i `t PVl ELEV = 156.48 II II ti. I ti PVI STA = 4+90 II _ 1 + t i A.D. = 1.28 ­' ,� 00 `' > I �J PVI ELEV = 154.79 to '� O ^ �� �o Q irk ire nv C4 4 II + to Q 102/26/031HATK = 7794 N '�� N ` A.D. = 1.13 ►� u, _ U W V ^ W r\ n. + rn (� to cV ^ ji m > '0 � 1a� DO EXISTING GROUND A T Q Q u- K = 61.95 N rn�t Y II /- 104/03/0 v Y ^ } 5 3 HAT Q W CENTERLINE EXISi7NG ROAD n w U� + v > 160 m N 1� w N m + W �1 m m 61 uj UU W Q os J.60X -0.561" a.93x ___ �_ _ - - -- PROJECT 155 - - - - o.57A' NUMBER SPCO02 ► I.E. ELEV SIZE FLOW Date: 02/20/07 � - FINISH GRADE A T i a - 40.0' TOP OF NEW CURB 30.0' - i 15 0 = 14 9. 31 12" I N DRI VEWAY APPROACH - ' 1 -- DRl6/E-WAY -� Scale__ 1 =211 = 149. 21 12" OUT APPROACH t)rawtn By: G9 - = 133. 51 ? I N Designed By: Gs 133.41 ? 0 IJ -r ---- -_- ; Q 145 = 14`;.90 18" IN Checked BY: G11) 4 1, = 145. 70 12" IN = 145.75 18" OUT - _-____ I Pacific Hwy 16475 ° = 148.57 1 I N PLM2003-00527, SIT2002-00013 11 of 17 140 1 AR �7 1 ? ni IT U 1 +00 2+00 3+00 4+00 5+00 6+00 PROFILE FISGHER R w SCALE : HORIZONTAL = 51 WASHINGTON COUNTY FILE NO. : 02-018 , � VERTICAL 1 = 5 NOTICE IF THE PRINT OR TYPE ON ANY Illil ! il IIS IIIIII � IIII II111 I � I11111111 ! 11 I III III II111II IIIIIII IIIAgilI IIIIIIIIIIIII ! 1111111111 11111III1I1IIII1111111 III 1 III111I1111111I1 IIIIIII' IIIIIIEill IIIII111I1 VY1� aiX004 IMAGE IS NOT AS CLEAR AS THIS NOTICE, l L 1 � I _=� 16 LIII I !L___ L - -8I -- I- _t}}L� I No.3e �j 7:°Mj - ITIS DUE, TO THE QUALITY OF THE _ _ _ ORIGINAL DOCUMENT E 6Z �Z L7 8Z 9Z ibZ SZ Z iZ 0�, 8T 8T GT 9I 9T 6T ET 7+I Tt OI 6 I 8 G 9 9 1 fi E Z I� 114.11"1 f � II - (IIII!IIII IIII IIII IIII IIII IIII IIII IIIIIIIIIIIIII IIII IIII IIII IIII Illilllil IIIIIIIILIIII IIII IIIIIIIII IIIIIIIII IIILIIII� IIIIIIIII III111111 IIII Till III! III! IIIIIIIII I►IIIIlk III11111 ►II�I►ill IIIIIII l IIIiII11111111. 11111111111 Lllllll I! !1llll� IIIIIi�lli 1 XREFLIST _ SIGN POST SLEEVE Ltscole: '- FF ' �.0. 53' R.o.w. PVC PIPE SIGNING CONSTRUCTION LEGt ND CSl GNI NG CONS TRUC TION LEGEND ���-� PRO ,�Psltscole: 1 W - �-__- CATI - 4t,.O' - STREET WIDTH (SEE PLAN VIEW) �; �� X9160 `�� Resolved _ i!___► �c _ OPENING FILLED WITH SIGN SIGNING DESCRIPTIGA STATION OFFSET SIGN SIGNING DESCRIPTION STATION OFFSET BASEMAP - 25.0' 21.0' SAND AND COMPACTED DLD-'LOGO /-' -` ---- _. --- - OREGON , SLEEVE TOP VIEW ' ;x1 ,. 8-O' LT 16.0 2 14.0 14.0 .__ �-- "NO TRUCKS" SIGN 4+94.0 19.0'Ll 4_ KEEP RIGHT SIGN 5+69.3 8.0 LT LANE Z I ANF_ LANE ., S R4-7 OF MUTCD r I. DP URLS Q 4 PVC SLEE EV WITH _ ( ) 3+09.3 8.0 LT o CONCRETE 1/8" THICKNESS RX2 "SPEED 25" SIGN 4+68.8 16.9'Lt EXPIRES 12 s1-os { Unresolved 0i w RAISED SEE TOP WFA .W ONE WAY i _ 2.0' : MEDIAN ( " 1 " S (R6-1R of MUTCD) 4+35.0 8.0 LT 4 RA I SLD STRIPE 4 WEL.COML TO KING CITY" SIGN 2+08.1 18.8TT T MEDIAN - (TYP.) 6 HAZARD WARNING 5+69.3 8.0'LT - a _... . - RSX4 "NEIGHBOR WATCH" SIGN 1+19.7 32.5'LT `� (OM-3L OF MUTCD) 3+09.3 8.0'LT I AC -..1.- S2 "SPEED 25" SIGN 4+61.'.8 31.5'LT (9s, "RIGHT LANE MUST TURN RIGHT" 5+40.5 27.5'RT AGGREGATE BASE (R3-7R OF MUTCD) 2+35.5 27.5'RT A- A STRIPING (SEE ROAD SECTION) Rs3 "WELCOME TO KING SIGN 2+08.1 31.5LT j 4 S T R G SECTION C T I 0 N SEE SHEET C6.4 FOR MORE PERMANENT 5'IC:NTNG LEGEND DETAILS P DESIGN I N�.. -- ERASE PLAN VIEW FOR NEW SIGNS AT RAISED MEDIAN, SEE BASE DETAIL THIS SI!'"ET. I NOT TO SCALE - �;� 9 9045 SW Harbur Blvd. t � Suite 10 Z ei.2 S l_�N I NG BASE ; IP�,rtland, Uit �)721y NTS � .. _. �►- �.,M � � (503) 225- 1G7y i I . II ���Af ••y,_ r -r.aner.•.ey., uv•s""M..� ' ,_ 9'b.� 4,:.^� li� � 'n t t/'// ! SCALE: 1 '-20' (:0:7 RX420 10 5 0 20 q EDGE OF II I 1 / PA VEMEN T, NO CURB els EXIS77NG �J EDGE OF PAVEMENT I I I -� 10.6 2_+00 - - 3+00 4+00 10.4' 5+00 6 1_00771 _ Q) 20.0' 20.0' EX/ST1NG DOUBLE SOLID 10.0 Li f w YELLOW STRIPES ! � / U � S. W. FI SCHt_R ROAD V - U p 0� C.� EXISTING STRIPING AND ,SIGNING PLAN 411c� 9 z SCALE: 1 " - 20' if , I t � -- I -+---- 165.0' -.- --- 107.0' I STA 3+54.3 TO STA 5+16.3 STA 3+04.3 TO STA3+54.3 APPLY PAINT ON FACE AND TOP OF I Q + APPLY PAINT ON THE ENTIRE CURB IMTH TRAFFIC YELLOW PAINT AND REFLECTIVE GLASSBEADS STA 54-16.3 TO STA 5+66.3 WIDTH OF MEDIAN NOSE,WTH 7RAFFIC YELLOW PAINT �& APPLY PAINT ON THE ENTIRE SCALE: 1 "=20' RI3 AND REFLECTIVE GLASSBEADS. WIDTH OF MEDIAN NOSE, REV. DATE �Y _ I S W1TN TRAFFIC YELLOW PAINT _ X 2�0 10 5 O 20 -"- �- i-' -_ ` AND REFLECTIVE GLASSBEADS. - RX3� ; FRX2 RI2 gX1- MEDIAN NOSE f" -:. •�` S S S STA 5+66.3 /2\ a / \ ��•-S-/ �--J \ `.J l TO 5+x'.9.3 108/06/021 to T I _ - - - \ A / - - J 110/02/02 Fi AT MEDIAN STRIPE ()SSWALK : = ,.• _ OVER EX/S 11NG z - 4. .: - . • 13 0 4 S 0+21.2 0.8LT ; :y DE ICA T10N e TA 1 104/08/ .tel :�. TA + 9. -:: - S 5 � 3 AN L3� cn w TO 0 8.8 0 R _ _ RAISED_ MEDIAN STRIPE RAISED MEDIAN S TRIPE w EDA 1R E .4 STA 5+88.3 Q N N `MEDIAN STRIPE 4 _ 6 - - _ I - STA 3+04.3 11.0 STA- - - --- STA 3+04 3 5.0 LT - 16 0 LANE - - 6 4 = o (� :.Y;•: Y':'. 8573.0 l S S ' O O TO 5+66!3 5.0'L T 2.0' RAISED MEDIAN S vACE1 OF CURB N S1'A f+2G.2 0.51 25.0 TO 5+'66.3 11.G LT Q 1 2' 8573.0 TO 3+04.3 11.0 L T - _ C' _ 11 D .-_. 'ten �• - - . • - y- - _ -_ .`..ter, r - - .-- 00 1 100 1 00 .,,., .� 3+0 4+OC' - .. - --�- --� 46.0 _ -_-+- - - - --- - __ _, OO 6-1-00 MED/AN STRIPE 40.0' CENTER LINE S LEF-T TURN LANE -- -- `-� --- - - - - - -�- - -__- C� PROJECT ; MEDIAN STRIPE NUMBER �P0002 STA 0+21.2 G.8 RT f0 RF.VERSE " '' .. 0-,''-78.8 3.,5'RT� 17.4 N STA 1+2.0.2 0.8-LT 13 9, CURVES - A .0 L2 RAISED MEDIAN T 8 WHITE S7RIPlNG5 STA 5+69.3 9.0'R7- TO _ QSTA 3+14.3 9.O'RT I STA 3+04.3 8.0'L� STA 3+04.3 9.O'RT I 14.0 LANE ,, - - - TO 3+04.3 5.0 L T R75.0 j - - - - - - - - - - - - - - + TO 5+66.3 8.01 T TO 5+79.3 9.0'RT O Date: 0k7 tii)/02 Scale- V=20' j ... - 262.0' -- \\� `• -- \ - Drawn By: PIAT EXISTING CURB / 3 - EXISTING SIDEWALK 2.75.0' - • S VV F�SCHE. v 1 Designed - S R ROAD 4 s' By: Iii'!' \ Checked By: GID PROPOSED STRIPING AND SIGNING PLAN pacific Hw,. 15F75 ; _._._-- --------------------__--------_-_-` -__--- -.-__-----------___.-__. -- P1.M2003-00527, SIT.'002-00013 SCALE: 1 " - 20' - 12 of 17 ` U 1 ry U i ,, C7 WASHINGTON COUNTY FILE NO. : 02--918Km ' 2 NOTICE. IF THE PRINI OR TYPE ON ANY IIS � lI i ; i ill III Ili Ili III ill Ili III I I III IIS III III Illllll� � ll � l I ; 11 ' 111 III 1111111 11! III I i III ! li III l � lilll III III I I I I I I I f I f I J I I ! i I I I I I I I i ! I �" I . I I I I ( � � L I I ( VIII I III I I II IMAGE IS NOT AS CLEAR AS THIS NOTICE, l - 1 ? - - i --- - 4I---- - J - - I 16� I I-11- I I I I I I I �I m 4 0 11 UU 8 1. -- 1i1- - 11L I II IS DUE. TO THE QUALITY OF THE No-3a ORIGINAL DOCUMENT E 8� 8Z LlZ 92 Z 6�Z EZ �Z tZ OTZ 6I f1i Lt et 4t 6t £t 7t tt i 6 N L 9 Q S „I111111111�►I►►IIIII I►I,III,►IIIIIIIIII�II11�1111 !I�►�►I►IIIIIIIII►I ,I►IIi►IIIIIILIII►� 1►I I►IIT I ( II i t II l � l �I I 1 ,III IlIIIlllillllllllll�►►�! I IIIIIII�I ►► 111�lIII I I►VIII ►►I ,I I II �� . III IIII�II�IIllllllllll�Illl1lllll I ff 11 ��II JI II�III�lllllllllllllill111ll�llll�lll�l� I llllll lI� Lf�l;llll NII, 1 .y Y a M, .-%iYFt� a41dL'i I:ia�FJJ'�.VM.�: ,Y :.� . a�'RYf PRO FF t: 1p#� 19160 �'p y ORRGON -50 11 { `E SHEET �,,b. 1 y LINE --�-- A�A TCH _,,,.�._,_a y ------ ------- or.��'s� ew-- 1 � I i © 17 3� 9 THIS IS A METRIC DRA WING q 0-, 00 23 O pG - 24 8 ICD 15 15 16 1 f3 o+01 7 0+020 12 0+030 18 0+040 15 ` 50 20 U I 04-00 n f 0.-'� - DESIGN INC. 2 G t. S� blr Blvd. - - s 90 45 i3ar I _ 2 Suite _ 1 G 1 -_-_-- - � � \• �� 21 14 22 25 Suite 101 i ..�.I•, ,.. � \ ���� ,'' r - � '��: � Portland,2(vit x'79 9 \ G 1 (503) 2 A 2 ow 0+01,3.378 - - - -- - - -- - - --- - - -.- --- - - - - -- -- u -- - - -- - 4. m 3 4 13 (5 G) ._:: _ . _�........ .�.. , S. W. PACIFIC HIGH WAY 99 V�l' ...�....r......�,.....,�...,�....._..,..�..�... 1 5m � o, 700 1+020 1+040 1 t 060 1+080 1+100 1+120 0+980 .,�. .. .,, ,........,..,,. ......... .,•.rN.a.....m....w..,.........,,.w....W..,..,..,...w............._.,..ww...i..,,..r..w,.,.,_...._,,....rr.,..<.,..m....,._.,:.._....rv..,...,s_.,..waM:•ma..w.....aq.......w....e.,...,......w... .....�+.......:_ -. ........:...,�..-.....a....ww....,.. 1 T� � •n a 19 S. W. PLAN PHIGHWAY 99W SCALE 1:200 W i -- 27 43m ROW -- C' (� C� CONSTRUCTION NOTES CURB RETURN DATA ------- 4 n II- -"Illlllpl-- -__ 9.9m LANDSCAPE HIGHWAY 99W STA. 14006.050 27.443m LT 11 ADJUST EXISTING STRUCTURE TO 22 SAWCUT LINE EXI8.7�n 511NG GROUND I AREA p 1 END CURB RETURN AND SIDEWALK O O A = 71' 50' 11" O L� = 15' 02' 47" Q W MATCH !NTn FI SCHER ROAD /MPROVEMEN TS NEW GRADE AS NECESSARY O R = 10.670 m R 39.600 m -�---- -- � 23 HIGHWAY 99W STA. 1+021.660 L = 13.378 m L = 10.399 m Z SAWCUT PER ODOT w 7 12 CONSTRUCT 1.83m WIDE SIDEWALK o 16.030m LT=SD STA 0+000.0 LC = S 39' 10' 24" W LC = N 82' 36' 53" E T-CUT DETAIL 2 ON ? �1 �-+ 2 HIGHWAY 99W STA. l+OG3.905 /4.027m L 1 O PER DETAIL 3 C..�N SHEET C7. l FINISH GRADE I ANGLE' POINT SAWCUT LINE REMOVE EXISTING ST I NGDRA DRAINAGE INLET 12.519 m 10.369 m ►- SHEET C7.2 U CONSTRUCT TYPE "B-P" MANHOLE 13 CONSTRUCT ROAD PAVEMENT SECTION PER DETA;L 4 ON SHEET CZ2 EXISTING SLOPE O �► 3 HIGHWAY 99W STA. 1+014.569 8.700m L T PER DETAIL I ON SHEET C6.3 (0001" DETAIL DWG NO. RD327) 5=2.`�' T?'J� ._ � VARIES ANGLE POINT SAWCUT L INE - v - ,, PERDETAIL 6 ON SHEET CZ2 P.C. HIGHWAY 99W STA 1+017.951 p P.C.C. HIGHWAY 99W STA 1+007.8/3 -r- _-- - 14� REMOVE EX/ST/NG li.C. PAVEMENT (ODOT DETAIL DWG NO. RD300) 9.900m LT, T.O.C. EL 47.,332m IZ244m LT. T.O.C. EL 47.3%2 HIGHWAY GHWA Y 95 W STA. I +017.95/ 9.900m L T RIM SHOULD BE '/-0. 15M ABOVE END CURB, BEGIN CURB RETURN 15 E.X l ST/NG S/GN TO RE GROUND 1/4 .1 T.O.C. EL 47 365m 114 .j T.O.C. EL 47.357rr, / NEW SLOPE TO MATCH EXIS71 NG C5) RELOCATED (BY 0.D.U. T.) MATCH EX1S11NG � \--`� P14 Q� H I GHWA Y 99 W STA. I+084.790 9.900m L T NEW PAVEMENT SECT70N END URB AND .S/D'WALK COV TRUCT ION 24 HIGHWAY 99W STA. 1+07J.092 I/2 4 T.O.C. EL 47 394m l/2 lI T.O.C. E[ 47.335m GROUND SLOPE CONSTRUCT CURB ENDING' 16 EXISTING POLE TO PE PROTECTED 16.030m L T=SD STA 0+051.431 5: 1 TYP NEW SIDEWALK ---� 200 mm OF "B" HMAC OVER MAI NTA I N 0.600m MINIMUM MUM CLEARANCE ( DETAII. 3 ON SHEET C7.2 350 mm OF (38mm-Omm) BASE ROCK PER DETA IL I ON SHEET C72 FROM BACK OF NEW CURB) CONSTRUCT TYPE "B-P" MANHOLE 3/4 A T.O.C. EL 47.397m J14 ,6 T.O.C. EL 47.3/ 1 m OR MATCH EXISTING, WHICHEVER IS GREATER (ODOT DETAIL DWG NO. RD700) PER DETAIL 5 ON SHEET CZ2 EXISI7NG PAVEMENT .� 17 CONTRACTOR TO LOACTE AND PROTECT (ODOT DETAIL DWG NO. P.D327) P.C.C. HIGHWAY 99W STA 1+007.8!3 P.T. HIGHWAY 99W STA I+006.0.50 TO BE REMOVED j 6 HIGHWAY 99W STA. ;+084.859 8.700m LT EXISTING UT/LIT/ES PER DET4IL 6 ON SHEET CZ2 IZ244m LT. T.O.C. EL 4ZJ72' 2Z443m LT. T.O.C. EL 47.287m 155. /4' NEW CURB PER DETAIL 1 ON SHEET C7.2 ANGLE POINT SAWCUT LINE 18 EXISTING STRUCTURE TO BE RELOCATED (ODOT DETAIL DWG NO. RD300) I RIM SHOULD BE Y-0. I5M ABOVE (7) S. W. � { H I GHWA Y 99W STA. 1+084.051 2.2.94?m LT BEH I ND BACK OF NEW CURB GROUND 1 PACIFIC HIGHWAY 99W TYPICAL SECTION �� f c F_ND SAWCUT L/NE 19 EXTENTS OF EXISTING A.C. PAVEMENT { 08 HIGHWAY 99W STA. 1+084.859 13.050m LT 25 HIGHWAY 99W STA. 1+07J.092 X6.3 °" ENG CONCRETE S/DEWALK, BEGIN TRANSITION 9.614m L T=SD S7A 0+057.847 20 0 REMOVE EXISTING 2.3m A.C. PATH CONSTRUCT A HAND/CAP RAMP CONSTRUCT CG--2 CURB INLET FINISH GRAnF O .STnRM 0. 48 PER DETA l L 5 ON SHEET C7.2 48 AREA TO BE LA.NDSCAPF.5 PER DETAIL 3 ON SHEET CZ2 PER D DETAIL DWG NO. CZ2 (ODOT DETA i L DWG NO. RD725) �- 10 NOT /N USE 100 _ - -� �- - -- --- -- 21 EXISTING STRIPING TO PE PROTECTED 26 PROVIDE I.52m IN LENGTH OF CP C14 CLASS 3 51.43 M 300mm S=O.01130 _ REV. DATE Hx TEMP AC RAMP FROM SIDEWALK 46 - - - - - - - - - - - - - - - - - -_ - -- - - 46 S=O.0030 -- - - EXLS 17NG GROUND SO MH-1 (FLA T) Dl 300m m I SD MH-2 �, CL 5Y-A+0, 1. 31 CB 4Z 100 HIGH POINT ELEV = 47.399 I MPER V I 0 US AREAS STA 0+000 ® �TURM ZEIN 46.060 SO STA 0+0T57-848 HIGH PO/NT STA = 0+004.686 PRESERVE EXISTING STRIPING 44 RIM 47.600 /E OUT 46.000 SD RIM 46.708 �TOC) 44 _PVI STA = 0+004.686 IN RIGHT nF WAYIE IN 45.845 SO lE OUT 46.09 YV REPA l N l F N.ECESSAR Y lE our 45.84-EXIST 300mm sD 111/20/02 1 IML PWELEV = 47.419 --Go- -� -- -- NA TI V•` BACKFILL -- �' A.D. _ -2.000 EXIST/NG IMPERVIOUS AREA = 1302 M2 2 LOCATE AND PRESERVE s 112,/04/02.!-HAT K = 4.000 POST DEVELOPED I MPER V l OUS AREA = l 168 M --- - - - -- NET DECREASE IN MPRV IOUS AREA I34 M2 EXISTING SIGNAL LOOPS 0+000 IMPROVEMENT 0+040 °°Om VC(a STORM PROFILE _ -- ------- 00 00 ----�- `_' ^ SCALE : HOR 17ONTAL 1:200/V'ERT I CAL 1:40 o � °0 ►� 48 50. �`' o u - .STA: 1+073.092 ELEV 46.708 V U W -- ----- -- - - ---- - -- --- -- -- --- - -1 000z PROJECT NUMBER SP0002 470.917 47 48 p PVI STA = 1+047 I -- Date: 03/23/02 1.0 CIA -1.00ox EXIS77NG GROUND A T o FINISH GRADE A 1 - -- - -- - --- --- --- CEN7FRLINE EXIS71NG ROAD °' cN N PVI ELEV = 4ZO42_ � � ,n -- -- _- _-. - 0; TOP OF NEW CURB a• o N v, F V7 STA = 1+060 0 ,n -- _ Scale: AS SHOWN 0 o A.D. _ -0.642 �n . RAMP � ± K = 15.567 "' PVI ELEV = 46.8.28 +46 ��'-C STA Dt004. 118 46 0, In � � A.D. = 0.725 � � E 46 Drawn By: GS EL 47 398 "� i _ •STA 0+000.389 EL 47..376 o j � � �, C ("i K - 22.;161 ` c, � _ + V W ap \ Designed By. GS 04.000 II �" �c ao Checked By: GID 10.000m VC --♦►-�•----_.___ 16.000m VC --- *- 4a5 �' m W TOP OF SIDEWALK IS 0.061m H1GH1=R THAN FINISH 45 1, PROFILE S. W. PACIFIC HIGHWAY 99W W ± V II GRADE AT TOP OF NEW CURB - J Pacific Hwy. 16675 CURB RETURN 21:200 Q I PLM2003-00527, S172002 00013 SCALE : HORIZONTAL I:200 Z _ W W 13 of 17 SCALE : HORIZONTAL 1:200/VL-RTI CAL 1:40 VERTICAL 1:40 44 44 1 +0019 1 -1-020 1 -+040 1 +060 1 +080 1 + 100 1 -1- 120 WASHINGTON COUNTY FILE NO. : 02-91,9' NOTICE. 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T V) ca F- a V) J co L_ I— F- o h- R ix � L` t`- z Z O - --- 1-09 --- Hwv o0o h w a �' Za cva U - Q O U Q ^� ^ LI O mo o ¢ Q 0 z 0 0 � z � o Z gIT2002• T, c� ¢ 05M Na fn : $ V) zdor- .- O Li U �aJmc`� Un as q � to to 7w F�00517, o0ti13 �. 0 z m Otv > O p > J F- L W W- Oz U DIAO'ORII'NJSd 00/ll/i, :mya .r cn PLM2013, t7 � o t.�t U "r U 3 'v v 401 a WASHINGTON COUNTY FILE NO. : 02-918 i f� s NOTICE.- IF THE PRINT OR TYPE ON ANY IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1�--�- -- 4� �� lO ITIS DUE TO THE QUALITY OF THE No.36 ®..�•�. ORIGINAL DOCUMENT G1Z ejZ 4Z I ,bti �� ti iZ UZ 8T 8t ti 88 8 L l9 Z T���nwl ! �� i�i� ���� iii� iii iii ,► � !! ! � ii► ! i i �f i�� ► i i �! �� ► ii�iii�ii! iiTiii ►!�!�!►liiiiiiiit ►iii�iiii1i , i � i i �u� ��iillllllltl�� ��i�.l�lll� i�lliiiil ill I r XREF LIS_T _ - 6• SEE NOTE 6. ROW Ep PR FACE OF CURB Ltscole: 1 Psltsca!e: 1 STREET WIDTH 5` MIN. 6" F ------ B PROPERTY LINE - ROAD SURFACE C014CRETE WALK «. _ _ �. �' 16160 ac Resolved_- _F' _ __ 1" BATTER 3 3• / 2" 3/4"-0" CRUSHED ROCK 'r DL[,'-LOGO g" l- _ STAAAP , ;• SCE NOTE 5 - 2� " SLOPE TO S BEET `URSGoN ------- - J ROAD `� , g9� 1 I.5, ` r1(3 Unresolved g I s �- - „ 12 - 4)�=I 6• / L STERILIZE AND COMPACT SUBGRADE TAC( ALL EXPOSED MATERIAL / PATCH AL TO GREATER OF 3' W + 12- A �" / '� , OR EXISTIN:: _ EXPIRES _12 31-a3_ I - B- I �- � / -4 c. THICKNESS 6� cSIDEWALK AWAY FROM CURB EXISFING AC 5'-0• _ - 5' U' '` V-' 9 c - a cs SAWCUT b b t7 a ROW PLAN BASE COURSE -� - 6• `- 3•- 5' _ SIDEWALK NEXT TO CURB- �_-- 24■ J MIN. I �/ ° ° o O 00° ° °---.L'0 o O o ° O MATERIAL IN/VARY TD ALJM I CONCRETE WALK - 0 0 0 0000 o o °O ° oo c )o o 0 0 0°o p o ° O o o O FW11W. a1/vF. T R/BUT MUST 1 . FOR USE ALONG MEDIANS, GUTTERS GUTTERS MAY BE REDUCED WITH 2" 3/4"-0" CRUSHED ROCK °o 00 0� °��p 0 "�g000° O 0 °o o �0 O 0 0° o °o po° ►IABD suncAcm 70 R/W LNE O U 0 0 o Oo 0 0 0 0 °O 0� 0 0 h 0 C Oo 0 0 L aye ,lour PRIOR APPROVAL FROM THE COUNTY ENGINEER. CURB JOINT -� 00 0 0 O o 0 >2% SLOPE TO STREET °�0 0 0 0 MAX. GUTTER . soEwKK ROAD _ Z ° 0 0 0° °0'0 00 UPS. 3/4• � VAX TDR. e•`� • S 2. CONCRETE SHALL BE COMMERCIAL MIX, MIN. COMPRESSIVE - _ Y=' '•••• � " ti-• � 00S 0 00 0 Oc g 2.os .� _ STRENGTH OF 3300 psi AT 28 DAYS. " ~' I ° po°U ° O n 3/4• - o DESIGN I IV . sTR _ r SEE NOTE 5 EXISTING �� 00 O oo O cf7 4-• BASF. ROCK 0'0 % UO 0 O U,(;. CRUSHED ROCK 10 GA. MESH 3. EXPANSION JOINTS. L 2• of 3/4• MINUS 1- 1/2• ABMT BASE A. TO BE PROVIDED: STERILIZE AND COMPACT SUBGRADE °° n 00 0 0 0 0 - ° or 9045 SW Barb�lr Blvd. °° o ° °o°°o 0 ° Suite ILII 1 AT EACH COLD JOINT. SIDEWALK ADJACENT TO CURB ° °0�oo °°`�� 2 AT EACH END OF DRIVEWAYS. N4IF.� 0 Qj ocb o Portland, OR 172 t 9 o T ` SECTION B-E3 3 AT EACH SIDE OF INLET STRUCTURES. (503) 225--1679 4 AT EACH POINT OF TANGENCY OF THE CURB. 1. CONCRETE SHALL BE COMMERCIAL MIX, MIN. COMPRESSIVE STRENGTH OF 3300 Fri Fff. noNE 5 AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. AT 28 DAYS. NOTE: COMMERCIAL DRIVEWAYS - 4. CONSTRUCTION JOINTS. 2. PANELS TO BE 5 FEET LONG. REDOING A. SPACING TO BE NOT MORE THAN 15 FEET. 3. EXPANSION JOINTS TO BE PLACED AT SLUES OF DRIVEWAY APPROCNES, UTILITY 1) CONCRETE SHALL RE AIR DAYS) WITH 3300 PSI(MtN. B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES. 11�NTO 3-- VAULTS, O 2F1 DAYS) wrTH A SLUMP BETWEEN VAULTS, WHEELCHAIR RAMPS, AND AT SPACING NOT EXCEED 45 FEET. TOTAL NR CONTENT (PERCENTAGE BY VOLUME OF 5. BASE ROCK TO BE 2"-0" OR 3/4"-0" COMPACTED TO 957. OF AASHTOBACKFILL COMPACTION , I CONCRETE) SHALL NOT BE LESS THAN 4 PERCENT OR MORE T-99 AND SHALL BE TO SUBGRADE, STREET STRUCTURE, OR 4" IN 4. FOR SIDE-WALKS THE ADJACENT TO THE CURB AND POURED AT SAME TIME AS ,HE , ,, UP: 95X NOTE: COMMERCIAL DRIVEWAY THAN 7 PERCENT. - - a DEPTH, WHICHEVER IS GREATER. CURB THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MINI:'!!! 4' DOWN: 807E 1/2• RADIUS ALONG BM-( OF CURB. RALE ? /2" 40'-0• MAX. - 15'-0• MIN. WIDTH 2) CURB JOINT SHALL BE TROWELED nui. ;, ......"�'IM � NOTE: 8• x m• 10 GA. WIRE MESH 1S ' 3) EXPANSION JOINTS SHALL BE 1/2• ASPHALT 6. DRAINAGE BLOCKOUT TEF CUT BE DONE : (PER AASHTo T-9s) ' EXCAVATKTI AND BACKFILL OF TRENCH IMPREGNATED MATERIAL OR EQUALEXTENDING FRW. A. 3" I.D. PLASTIC PIPE WITH COUPLING. 5. SIDEWALK SHALL. HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB SUBGRADE TO F1NSH GRADE. B. DRAINAGE ACCESS THRU EXISTING CURB SHALL BE CORE DRILLED IS USED, OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. OTHERWISE CID 4) CONTRACTION JOINT SPACING SHALL BE A MAY.;,AUM OR CURB SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN AND SIDEWALK SHALL HAVE MINIMUM THICKNESS OF 4 INCHES. OF 12'• REPOURED TO FULL DEPTH OF CURB. M 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3• N.T.S. DIA. PLASTIC PIPE AT 27 "'.OPE. CONSTRULTION JOINT TO BE PLACED OVER PIPE. -� WASHINGTON COUNTY COMMERCIAL DRIVEWAY WASHINGTON COUNTY EMERGENCY MOUNTABLEWASHINGTON .,UUNTY CONCRETE T-CUT - unlfied vl _ DEPARTMENT OF LAND USE DEPARTMENT OF LAND USE CURB AND GUTTER DEPARTMENT OF LAND USE S I D E NA�LK DETAIL ASPHALT DETAILS seweragd AND TRANSPORTATION - AND TRANSPORTATION AND TRANSPORTA ZION - agency DW-2D1f3 C�O� - -�-WaL DOM Fa CS-305 DRAWING N0. 285 � O 4111 Z COMMERIC / A L OR / VE WAY CURES AND GUTTER 3 S 1 DE WA L K DETAIL 4 T- �' UT ASPHALT DILS " F C7. 1 N.T.S. C7. I N.T.S. C7. I N.T.S. C7. I N.T.S. ) PIP I� c� B~- ONE TWO RECESSED SEVEN NO. 3 BARS _ NO. 5 NO. 3 B [AREA T 5" O.C. E30 - - ` F� a•'• v VARIES TO MATCH A a - -- -- A ':o CURB TYPE IA • -N0. 5 BAR TYP. 6 X T B0.78 -� t 1 4 OSLOPE N o I B N I OF PAVRMALE>fiENT 'w Q .4 2 1/r x 1/2- mm /2•taaE FIAT eAR SECTION A-A RECESSED CURB INLETS PLAN ;,:-; o." i j PLAN VIEW TO BE INSTALLED IN ACCORDANCE WITH Zr x 2 1 x J � �•q '' B CURB DRAWING NO. 226 o a d. .25 o•. .n J/4' AMME •`+' TO' OF PAVEMENT _,.,•` , . OPTION: caNsr. JaNT_ PLAN 1/3 OF SURFACE AREA WEEPJ. 3" o •.p••` MIN. IJ 11r REV. DATE BY 1 „ .s.e HOLES t__ \ NO. 3 BARS .d ?�, e 1 1 2• B J/b• x 2 t/2• F1J1T sAIli 2 f r - �. .n 1� AT t 7/r ON COM ZI I 2/6/02 IIVIi. MAX 4 MAX 11/2' I Ir 11 IF IM BEE Hoar /2\ 07 23 02 HAT a BAR DETAIL :v- '.;Q: -4 / / .4 4 � •p A' v e. q sH 11111 I> MIN. 1 1/2• �QRr1Ss!AR! J RMW � •` �` f' , A> � � � � -. A e d L a Q. a ,, N '•'� ; ; p.1 m a ` ' OQ NO. 3 \ o Q y r I :v ..a:. .� � ':d . - • �:e�. :QaP10 -_ 1 N e, o .• .n 11-. ..Q - I SECTION A--A SECTION B-13 °•' 'p,.'a .b _•a I I I NOYES: 2 1/2' 11. �`- I - CATCH BASIN 11D BE CONSTRUCTED IN ACCORDANCE WITH ASTM C-478 I STEPS REQUIRED FOR CATCH BASINS OVER 4 1/2' TO FLOW-INE 3/6r X °M' 'DTD r SAT PLAN ou1Er1 M" AM "- /te• • e• of 3/4• COMPACTED BASE MATERIAL INNER� SECTION B-B SECTION B-B -- PRECAST CATCH BASIN:Iti , NOTE: PROJECT MINIMUM WAIL THICKNESS TO BE 5• HOOK DAR NUMBER 5PC,QU� REINFORCEMENT HBE REHAO MEETING ASTM A815 MAGE 80 OR WELDED WIRE MEETING A FRAME AND GPATE MATERIAL SHALL BE FLAT BAR STEEL OR APPROVED EQUAL_ DETAIL ADDITIONAL THICKNESS AND REINFORCEMENT SHALL BE REQUIRED FOR STATE d HIGHWAY APPLICATIONS. Date: 03/27/02 a � - � Scale: AS NUTBD GUTTER Sc CURB unified GUTTER & CURB INLET !� unified CATCH BASIN - unified --INLET CATCH BASIN sewerage � sewerage se ­111890 Drawn By: )ETiAT o agency CATCH BASIN (CG-2) agency FRAME AND GRATE (L--G2) �, - N DRAWING NO. 225 C G 2-- �� a - DRAWING N0.226 DRAWING NO. 170-ST -� _ Designed By: HAX Checked By: GED Pacific HWV. 16875 PLM2003-00527, SIT2002-0001317 ' 5 CURB INLET CATCH BASIN DETA ILS /�--- 4 TR'- NCH BACKFILL DETAILS 15 of U --- _ C7. I N.T.S. C:7. 1 N.T.S. ' g �---�`� ---/�-- �-`--- --�`�---��----/` WASHINGTON COUNTY 02-918 FILE llllllllll � llllllllllllllllllllll ' IIIIIillllllllllllllllllllllllllllllllllll11111111 ' lIIIII ! lIIII h NOTICE: IF THE PRINT OR TYPE ON ANY I I I I ' I I i l I I L I I I� ' III + I L I I I ' I I IMAGE IS NOT AS r,LEAR AS THIS NOTICE I 1 21 . I� 31 _� 1U 1 11 i� ___ -- - ----- �- - __� I I ITIS DUE TO THE QUALITY OF THE .^.-. No.36 ® _'rw." 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Psltscole: i b root p xdn r..rqn aiy wow, -�~ Brlw 8:1 '�R+is a ��i 150 I� kir` a a'bps•• ♦� / _- i------ 91 6� # depl " Sty ---_-- - 300 roan Sbtr tr cur des a pr alb b placed h cparo Vadet W f 20 tan R Brno e 1 9 - - np ���1 `1 J p b raced{yrOrfll paM A C PoM t �` I - F-- 1 I I 12 ni '\i f kis __ _-.__- -r-- - a / B•Ise r' FUN aY�IwMM �' t! _ _ rwM Resolved A}l P _ •+ars Soo °°° �-------- 766 1 Wlrn trorrdrop b dors Or•d•d H atm .•. - 1 S(1 mm min.- Pvnl r0plwarner•1fes nolia lobo j Wb an rwro alar 0 1 A min. ._ ORII'LiO N 0 Ti e6 din R. A C.Pmv.•ppb spany aemwa __ -- �� -� T s mm / MAY vft oadt baled salla p --- % 1 New oprrw 1.2 n bibs / Naw trrosw.t 2 m mar I ✓4 A �D-tet-GO Hrrl eu4rong I trM,tesn aahaoWs CURB AND GUTTER 1 meow and Sand Fu aklrwlil ddfl I Now corer.12 m err. � SNawiM wWaiy WM6r4&M 10 IM STAMP P C.me curb 76-) IM Pl6do a61A derrar 1.10 nlrt ttt6ten rIWJ Norm.rods MDR t'rarrae! '. Sharer rrM *60 cum rale �7� 010 mm �. j/nresolvmd - 20 mm K MOUNTABLE CURB ' vary as s yom on puns n a in d pone AND GUTTER 150 nw I _ 1510 nm -{ �.: uF'11()N A 4. Care nrirw>tae,pm e,weirp r 4 Am,ww m �.. � i aril. I OP110N B OPRON C �'.•----� P.0 (:CINCFTETE _ - rrdsofewiiit" rrdramp Cmslanww%krn � 11I I Emil; [MM RAMPS WFIHBUFFERSTRIP or TIONS rEXr^IREb 12-31.03 uF'nlxf D l----- ---V---_� \ e0 m max rd M points d IarOwrq■od r bids SMIGI_E PARALLTl RAMP iG Fam slog kilo sale vo wr- �1 . _ d aadt very .Z Ldr aoM oa siyr I 11N kir 0 Naar r d,rrwr•M CUM and Yrdarwik.A net - SiHGLF DIAGO14AI_RAMP be pauet W the some Ivio, I 900 u0 wmn�•r poi 3 Trwwerrr afrl be i ml in awsr.airw 'r , •y.• d sorra 'a pnaf�e Yrlltip leu 610+1 •-" a on al d dMraa•,Qrese•E".(•E"is"bills • l7as n srrnrrra• rd risen elle .b vrkird trrnarrron d tloorrs sale asrawr rwrrW ttarolrares pndiM two rwr;r 9 30D mm Rrif ,ddnr p a LOW PROFILE how"a■fps d 1 I a seri".) mv. U)r,06 d p}nrdr all post y door able barrieal W,glh d rdl ba a m ha e: i k'� �+; A 3100 not trt.ls6e Curd r4ob>il M UNTABLE CURB nod)25, tikiwretta,r.•E' I -`�"` v y I g 4. I ar.aww.rwl�.rc�e show re aartm,� g itarlsitred ! Ti I 1 w 2%M mrM use baa drrrrie anwx a ae 6,=wcJ ��) tests Casa) " l� Fln/sh stiferip _ o �atim.cub 76 S. Wne.ura nom,very b cadam+will - ,_• _ ` _ _ - (�,, -- a.� I 1brr.root MOP• rarb trrisrw;,r+trawl ty lies rtyirwt OtMl 6�•. .;l y. y "(.-1 I �y+�a _ 10 mm R. 150 Sor,.ase pont CaF daPh•I . i 1 raper nom. 'S ' 19 m �\ ra do wasp Mas-,\, -HD•an R, V R.mm .� raldrrtl6l sow � R. in�" �--OA m wt. Y' nam. � +t� I li!L d pvnt BMbt a r y� / (� 1{l ytla0 w 7." d•� SECTION J_I._._ 0130 300 arra- board•apacMad �,n pyt&)A / / - - - - i ASPHALT CONCRETE �• � `J close Nm 0onalb.1-2 m min Z1 _._--- Balls 91 20mm R. 2a mm R. /F Maintains 1.0 m min , h- 11 bo mm narna, J*_ ' / IRUNcAlkv DOZE IIIA!ilMIIE/l1T1fJN 3 100 mm whm nun d curb a(" MOUNTABLE CURB •f duMl a STANDARDGLIRB '.`s •. ,� .. ,... • ; B lrwdlMAb pal rowed Is pbaad made"avail AFM �� DESIGN I N ... OPTIUN r lowr1 11arnm /ba OPTIONF OPTION Fb1MP%V7IH r,/� l I• 1 N AC a PC(:pww PERPENDICUUW RAMPS I COMBINATION RAMPS BUFFER STRIP .7 V`t 5 S 11 B orb 1 r Blvd. �l�p � IAsrkst, r inr•tsd Du )o1K VALLEY GUTTER mad ly awaa Islas Is wan to prwbr pM rear I own N. 160 90 mm R. b�O OPTIr�I O ,Ir.pat.m b oa ranlried T d cum tt ex ,'~I -6brtw 1111 9. Odo.b v'aner•rxr w PAWUIEI RAMPS ""'r'°load"" Suite 1 U 1 / Pavdnn4 ` uniR m"iotim 'ssemilo'In '" Portland, UR . 7,.,13 tgon eewwiao al raab. _.,.. .nese _•. • .. . G w�p�•d wOr oaooMt b e (iaronrM Naas bee WAft for 8t, k' ratp/tsrnarb • M esmad w h M mm 1 W F miilaaR Md0»as d 160 mm _- ..._ _-.-_.--------- ------ 1. Pbns tr,ar.'Msd door dsbdarb warlro0 bafra n re bw.900 nm of rrmsl d nxlp S. Rrr{w Ia p•M'r trWsreWdr,p W rt�arMay arodlrl W hl;wfdr d p•nti, YV'rn W rKrp aM drlsr na tl.�wnt. utol•M dhMrala•rrOMQ r 1 ) cora Ire �_ d1mr: , �..,,_.. --- -- -_ (���3 225-1679 8 ( -• a to"fldorrsaa d rwron0 - lot A"ya domes r o o0 h Nor n ufsnr ml7 es down kir tiles II �.,l,,p,, �� •a,n w..w r..arson rri e...mWrr.» brow err. iwrv@cLrly. Goa d r•etn r lased b poovkls blaKfs•oosas tom s'o•1'r•Y n•slds,rnrr,,hi m ��•- - - F-----1_.. . t '"'or w�ogn sous+4•�. Pel whidwrar b Parer. OREGON STANDARD DFIAWINOS chuck weltlli S1�b FYtedlty Codes Ow nvuvemar t,r slits, rO>.l••Sl0 d 21 m wldw with aro asAaaq. r+mE rW.ro.r.iwrrr+*++W w r�air.a OREGON'V I ANUAHU OHAW INGS 3. Pboa AC rotor rrweere kiln d 7. Slaw ilt rrrp dibb tsn bond an ORS 447.310 lard proposed U]AAL3 9sdbro w.ww.Wa.rar.rrsR•rr.Ww 100 mm a kir kiln.d kir 1040 •d 2. Skkmo&male rurp.apes aloowm n rale to bre run ural rwlmn Usre bubble) 11,As d,1rM. -OREGON STANDARD DRAWINGS r IKID -� 1Te debclt►a t oM use d Mie pet•r"wl wNdriar b pyee6er. fly ekwouri and acus d Mr rF Bollen d aa0 M01:OLfTHIC CURB 6 SIDEWALK Canptl r trprolMd �tolwd�•i/i0a d°ti�'d �T WT J. bo ailaaera sect ramq rN)maybe 10x sew■ma[ rM d 160 mm a 129% e. What 2 sub rale an,ntirla/sbty a,aowll es kir Opkipre A,6.G 6fr1 F.kilo cub Ihn s6rlefrn and mm d skis Ik,ft As sp cil n pax. W n Igo mm Sbrrrrd tkaro t i wAM AIWW CUR" w'rwah . C _ 51DEWALx RI11N PIAcum r II ddewer,�rntwdsrd as para,d a 011000�^es"'r' hr•inn ora d 75 mm. Cub nnpn•n seraeae.nmol not•wo•W 1.0 m n ralOrl W bnMesn 1w•�aoKd dda rasa rrogr rap bsMwan 78 wr,r and �wrdnU uawWy,rIo/r darp»p CURB ENDING DETAIL r,a pw-w- � • dti'g6ititir+gPwrh•• - * •rop•t�. In awavbnoo-0 9L,ei» ti Mvr'+I+r• dwy.a n.150 mi carp h orad 41CT1r red arprewrtp Pnrresrhra aM px0/aitl b M oar asps► 1. 9Ws rr••R�toad h OpMan A rd L rr1 kis not trot d ass path d rMl msy,d d bin Ntn.150 mm. 2QX any Maps• 9. For re pupoes d kill Aawhr•sole asap b and area•pwpardlsesP tom _ ado d Ore rear rd.load not sal - .---- r b6lwawo ala ■arrtM ads d M rrrp and•are Irterl b h s>Mo cud,Y b aur rnp0rr . and ptio6trsa,b tlr ra,tDOn- ---�--..-. - � • AN d"wrrbin w•In mrn - --- - - '� �j . -Ir1�MrT -- 3 &bra)d Ms sew and Mand no ww 1 -- _: rdw9fti - ---- s be used od ha/ a 31 5. Oo not dope brl�q morn Mn 2%n any dnrfon. d rasp unUr b a ice• d ow ora and WMA/oaf r a toed rr&W consul p• -Laisas Gilles•m010d � G w.pp.r red Fyd6seunrr trader. -- - ----- -- -- - RD302 7hkii+•r n•lrriwr 4erpri... ----- ---- .�- - --- --------- _ _.A117r�� I --- ------ - ------ .-.------ -.--y- -----_ ------- --- - �_-coni VERT I CAL. CURBri"�_T- CUT A SPHA L T 3 SIDEWALK RAMP � C%.i - �C7.2 N. T.S. C7.2 N.T.S. h� N. I .S. �f ---------- -=- ----- - - - - -- CURB INLETCHANNEL - --- -_ --- TYPES CG-1, CG-2 �" TFS Bare•r.7 B� 0,a Ftw ►►--••�� STEPS r YOir 11+16 esY Mlr r.00rta ne btlr t.6,p T Iar'iplttp1e rtU.bw d 3 N rwr.b a ptsoM iQ n m der 010 0160 mm oto ora 1 / 1.010'a•ban b be placed Cu orb MirWoar*cur»tote c"w se,*'willed cud.town- r+ --- C It"061 wd C(-•2 h% t d rrwosl lens d xorrasls h••dgar) ��-r Gl r-'...,I A a>txoucdon(we nab I Ar orb Ir" s»cxwmt ot..e.d t rodrrri lab'(OPL) a,murals.hon».d aaaw door FlL10ee t - - Y A w g� 7=T� 0.a I a 8 610 Tr Wn b is;laced cella Yloiwl a Wald allwniM. + _ ss cr r.:_ .. ,1 t M 6w+1 b 6a pla0ad 10 mm doss d For Ar>ospalls AMesb Wilda ShPs G r- T-F-t=��r••' �'.- L Qj Pd -Vwrbb Y - is'r`laa i�6 nm Des dlbq&*4 cub aYmW,6. 4 M Let 4al WW be 20 AL ,Ji I T� les dsbb) f I rowel lice d emoab aloes down a road all TWD d miar F�o,,,�arid eiFr�b'r6rti r►,M les itrMW L ,•------ 300 mm mat :u v I n0 rare Ip mm p'oks ler(in wa/ vew lu moA r-C r Sss orb opir E I Rim waft - Slid - curt rrrrMrHt pea,prahrmM place a -- Arap sob rl6x 1x3 PLAN sArOrl aeb Drb6 8 _---- - --- +eon s.M leer.pYoes Maki 6a zo dIx \ nAbM b Norm•waarkipe seal. Vr'r a Ptirr mMl b earls WDe n� L sols ran. vrirbl6 0�) -J 1ND_ tvodr,Irtao dare l"^- -816 bar -- t--- M 3117F. r '. ,�_-- __ -130 G Sea CURE OPENINGMA1L.1ii1j / wLt "NX - i0owimnut . -D4a>'T6pdow nrler. - {�-'/p J "Ont 1�; 1 4� PIAN I�Trwebb.uaf.a6arebraa)/) `` T•Wao, adMrgerrnw TIPIEPWALLAIIONII(ANS PGO - ` aK'Ol �_ r fYY_ ■iM6ki6M■_ r_Mrr ki- - T _ ,` 1 6.�....N1 `"-- Thrftr _r1r ^/ �1 1 (� � 6i bGurrt. term, T d01r0 vwtesbnowh �lr Tap ofrf4b• - $1 •sdkerW o o app bin 113 T'rI 1 on leo lin aaoc Isco. - --Lop --�-�W"O"arD rypn. _r NiA♦ _� ^.1- rfaes rrelarl o e ,p[�r�. PLAN (_`�- I - 3w" Roads Met ecus»tintless,a ound CAM& �4MNKi�- - I T (w i e^h1 b - Nam.PmL at if- ? 213 I i 1111 ube� an roup Md $ Elf 64 wfM --- 1MW.Mtxbmstlo� L �•.-'-•t J IN owl&l& 441!4 - ----- - a a '�� CgrE $ a C f: [AF • CCC '---"• sops nOlean k"GC;0%1.00 T 'lam L / n lab �` d 1200 nim e00 mm (�- ( M)oboe i1,ia kis ssiWsd.Art worrslrkl - r [i�� 7!mm d -�.�C GENERAL NOTES: OPL°°�f�,' ' ,�,-- 16e-1 F� � \ <� � v E� r� W �OlrwiMw din�BpO MIw•e PfrM �Il " r� SECTION C-C 1. cubo.- emO nivit w.used es a,.M�rr+. dell pqa � � � i� d� i aM2 i flout Pleft, ad�a rwbm r q ,: -- - SECTION D-D ► I r V '- b Nom■wsst•ytl aril. b cad Gad sc�a m 9 mmmmm-0 arced 100 I C { slap pa5wr -:,a ® ..(-li B9 1 d p I 19'00 nim b 1 e00 nim Orr•1118(NM- Iia a[P'�ki bn•ry I� r#pld F� 1 I 1/00 mm b 1600 bin nrM FRONT SIDE aww wd pnrcrr m rlob desr. C9HATE GRATE •rvor•eml top hwNd� 31° - +� Aarelt6ad 1900nrn_ 160mm1 FRAME TYPE 1TYPEr_. .•.`. . . .� 41 - - ,�...L ,n� -- - Lltd.m,.,asc+lssxrbr -� 1 ltoeorl6MDMadI -nae Nab y led tkm g •toml"Or no les (+--"Q-�I 100 w 1 s rtltbw cocoa a rnadtM a4pIK \ g -----'4 / I c t--yo -50 -- ----_ g - :•---"- �.��i r71�EraI 6 \ all bw setb rd , �-w-. $ --- _r. lin -1 r r �-t __IN_ SECTION A A SECTION B B eo�rmmlr„r,t - ---v's»TaftA • •.• 1 ��p"�1 - RI!' 1 - � �� tlommmoedw f-V+rlabmAh •, 4rdrx Y�. J� Ski .�stWom,-sea s 8 8 e5�•1(-'� a 1-1 t'75 \�'1w S vwim rarer - 1610 odder TABLE A (dreoaarbunM'pwN r- r _ 11 z1� n '1�• too .r- c aAaaw+oublFW �Io r-- > -- It- 1 �I_ 8,10-1-1_ 'I I' 40 •A• B. •C •D• 260 mm Nan a5a mm P14 ears sea*------- _ .root► �-160 aim bibs te.6x7a em bdl f� l_ _ � 8 �A 40-� � I -f t � • 'l�drwd- I ems' i.° tel- Ltaol� �T 2s I 1 �I ( ) ( ) 100 (�) min g T^ _tlonr6l tt(! i_� _ J >a 1010 250- 100 200 •e A Cn '1 rV . I(9l3ma 1 Fr--1 ea-, I+f .*.ep.rrb. n � . 7 r .. 7 150 x50 t00 ttrw des rye T7pld■len °-<Tw kr orb••awe es, 40 610 ecu e5- :o h a Btia j > 0,0•h'16M 1 20J-zso 150 _250 ��ba�dsplh baba e len•d awry ora /15 roe RNI - eM'a•D�1Ms T -- d pp 1M•Table A r ,�--- MDR riot ler. _ CURB OPENING 11- p-J �+so J 250 x50 150 25• , -� o1FTTirE v r kir TTPe Reweal ern :.We pert: DETAIL B Cl:riB OPENING 300 300 '� 25� e10 12. 2-- _ -- Wallis a,reilirrp DETAIL A - I - SI I 0 i- i_ tiro wk*d w ricsdapaW r 375 300 150 250 t ._ _.--- -- Y.ond for,deron I Rkrt� 111��r������ °sea *LET TyrE W WI x 460 100 160 300 anbluraq o ntkitred I I.M ta.o.l iaciax dila oto lam b repwwrwer low kw '-moi'" :ao 510 97-- 69b A00 150 300 • Ar dimonsbrio am n nim GUTTER TRANSITION SLCTION TODI"0edd1b apr..•a + -? - Vol 900 450 150" " 300 d AeTY G7kiY. IrV••s 0kirrsrlM n00ed. I lop I 1 TpP�d Pew We los I, 750 160 150 300 1 Suladr6 d Ow•"+w SMA oomph ---------- IMME N.+.r..+.wrwM r.i sew�w sw z.doer 20 ' �oe0 N spasMM-Ira -- - •acre: w..r+..r kir+*kir w r.®re m 6pM lop alWbdY sal i,ywP. Ire.ft=1n 1-` _•11 - ...ww or.•..wars w.r.r+ 900 600 1"i") 350 -- ---- rr'r��` j rm7 a err.r e.r..r►kir r r m•.w.r WO•MM ad aMralyd dr"V(iD302). sr drew~own steal oys�iw re Balsas.llsosU sn f050 dons,•DO mom. - -s'•r"�s a'P�"ie•tom• sew K 44on rsddr sorb R n lap hal�d -I I -_-- - _- 3. M airnorq 1 m Ir.ir•••m "esti OREGON STANOVIRD ORI1WINw3S 6inie Old Sail a'q'd kir or b+i m6 FRONT VIEW R OREGON STANDARD DRAW11405 1060 600 150 3110 2. Ta plPes t e100 mm dies,Wlran placed h an OREGON STANDARD DMW1NO3 ws o 4l10 n•,•d n W" rel 7►rs wradtn ouA use d/lab -` dab b M roIIIY pwMtwl Pada ---- -.. This a�ebt4pn and me d rrr - rraerai dnMnafar 1s•1D - 1200 8Q') 150 350 77r sebcOrwr and ts•of sew TRFNCH BACIIfTLI,lfFDOMIG, CONCRETE VALETS 90kftdOrwWW.WI M d"n0rad PIPE ZONE AND Ill ILT 11� 4. Sw curd.cues boom awaq Rtro6o w8a.as� (P sloe drsyrd STANp►T1U - _ - h aaoalrYr wlh pwraq - -- NSTALLATKM rob 1 �� �- --- - Sanded ta'w i ft while d"Vit d TYPE CG-11 CO-2 AND 1350 600 150 350 kir irpoarrrrrrn rr4rr W base acus owrw•6r STUIpI SEWER MANHOLE I - 15M Boo 150 350 .np6orre«presrlyprtlrlvrr• - CUR.wLFir C11ANlIEL °"er'" e.d�rraa•oaq Sodomomftpmom - 2002 R{ 1 am y ria, alol 1560 600 150 36U curdpr+fAoatbn.apArnrpnorf --_ a00Q G mew d kir u•w and drasd no u,A= _"_ _ _ 31 Ylsrdo o>,trrsi psrwr•rl - r AN --_ _. __ -------- -^- -n- � . T.-- --- ----- --.- �- _ .., n Ord• dir•twlidroW. !M u•tlabor d wAhal diaroA►v• not -a'x',] - he usedwana,lemmufAlba weft V=1 --�-� - PLAN VIEW � X ud"&.L omwd*V � a,e -error_ 1sop 900 150 350 �� rE�+�► II _ _ Nepiroed DrorY+sbldra�. __-__ 6th kip alb Ftia pAr YI rlaMrm 6aCkiUn HakilaNled RIs rOeian/CrOtieK. -.- -- - An L - --- --- 1� - ------ -- - --- REV. DATE BY - j 2/6/02 ! IML 2 107/23/021 HAT 4 PRECAST STORM M 5 C URB INLET 6 P 1 P� BACKFILL 11/20/021 IML C7.2 N.T.S. I • C7.2 N.T.S. C7.2 N.T.S. L112/04/02-1HAT PROJECT j NUMBER SPCO02 F Date: 03/27/02 I� a - O Seale: AS NOTED N th Drawn By: HAT g Designed By: HAT O Checke-1 By: (,IIID UQ O Pacific Hwy. 16875 3 FLM2003-00527,SIT2002-00013 16 of 17 N v 0 1� 4 W WASHINGTON COUNTY FILE NO. : Q2--918 NOTICE- IFTiEPRINTORTYPEONANY Illilll{ Illilll IJIIIII { Illil I . l ! III { Illi )�Illllilllllll II! Ill ! illl{ III III III IIIIIIIIIIII' lllllll III I I ' lillll ! Ililll III Ill III ILII III I �Illll III IIIIIII III IIIIIII VIII I a ��� � U�)l.� IMAGE IS NOT AS CLEAR AS THIS NOTICE, I �l �1- - 5I I G1 I __ - I �I I �1-=-- { 10� IT IS DUE TO HE QUALITY OF THE No.36 0'"' •�""' ORIGINAL. DOCUMENT �; I i 17 ILS 9Z 9TZ 'bZ EZ ZlZ >tlZ OIZ 811 I N�[ Lf l J 91T 41i kilt Eli Zt T�t O�i Ie 8� IH � I� £ Z t�iillwl �III �I�I I ��IIII{Illl�llll�l�►I lill{IIII ►►I�{Illlllllll�llll Illllltl{�Illll II►IIIIIIII►Ill�lill Illlllll MiIIIJ II{IIIIIIIIIIIIIIIII{IIIIIIIII�IIIII�IIIII�I��u �1�� Il�ll{Illlllllllll�lll��� ��u «�� ��u 1 ���� J ����►�1�� ��II �� � III ►Ilill I II N (IIIIIII VIII 1 XREF LIST Peso Ived 13-Parni��L(�otone�astei- De.:-:duous Tree To Remain 5-[Redtwig bo wood PCO2x 10 9-Paine 20" 2 12" 9-Compact Winged Euonyr-nus Cotoneaster Typical 5PCO2X50 4--Hogan Cedar qawt.. 5 Gal., Can, 24--30" 22-Parr C9toneaster 20" •i 6' Conifer To Remain - Typical 9-10', B&B 4. ' 10--Parney Cotoneoster Hark Mulches Unresolved 6\ 8-Corn act Winged 6-lellowtwia Doqwood 2"x 2" P.T.D.F. 8'-0" Tree Stokes -Kelso vpl(- 6 Eucinaus P_R9wood Do Not Penetrate Root Ball. (3 Stakes _V_ Nr T7 V TV TV Per Tree -- On-- Coat Olympic Stain . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . 101ill #713 Required) t, 41t 12 1 Tree Ties/Rubber Hose w/ 12 Guucie 10 14 T G 12 <��� Galv. Wire. 26" O -201# Tree Wrap - From Ground To First 491111k, It W It Branch. C. ry 1-6 14 Cut & Remove Bottom Of Wire Dosket 3-Rediwiq Dogwood 20" (DO Of Ball Afler Staking. Place Fcp f 3-Yellovitwig Dogwood Rootball 3' Min. Above Adjacent 18" 1 13 3-'Redtviiq DoQwood * ------ _ - ! __ -- MW Finish Grade. & 7-Compact Winged____ Mul-h Circle Water Dusin -1 112" min. Wildflower Seed 0 f Euonymus 12 /---Diip th. 10-Compact Win 24 16-Emerald Care 00 . Arborvitae Mix As Specified 2 Min, 24" Wide Bark Mulch Circle In 11 i 11-Red twig D�om�Ooq_ A& 01 12 3-.Japanese Blood q s 0 Backfill Soil Mixture As Specified. P 4-Porney Cotoneaster aft% .... ...... '30 o14 44_Crimson Pygmy Barberry 5 Gal., Can, 24-3 21 Scarify Walk.-. Botton-i Of Planting + 16" 9-Yellowtwig Do wood P 61' --- -Tree Root Barricade Model HU-18 • Conifer To American Drainciqe Products As Distrubuted ETy Horizon Inc. 2 20" 2 Remain lypica r _N BEIGHIX Y & + Set Rootball On Undisturbed Soil. A . -.,.-5= - - Deciduous Tree To , -r; ASSOCIATES INC. to Lu�&��n Remov Fxistinq Trees to be BEST-PAKS As Specified. Remain Typical 35-Ot 8" ed - Typical I 7' frees & Shrubs Typ. 0 LANDSCAPE 00 TURE 7-Hogan Cedar 2 x Did. of Root Ball ARCHITECTURE 00 9-10', B&B AND PLANNING TREE PLANTING DETAIL SHRUB PLANTING SIMILAR 12840 N.W. CORNELL RD. 6" PORTLAND, OR 97229 Landscape Rock T Ica PHONE: 503 643-4796 NOTES FAX: 503 643--4798 11-Crimson K�Mople 3--Japanese Bloodgrass 5-Compact Winged Euonymus ��- apanese Bloodgross -TOCK OF EQUAL GRADE. 17-Emerald Green Arborvitae Kinnikinnick 3"-Flame Forest Pieris 1. B&B STOCK MAY BE SUBSTITUTED WITH CONTAINER 2. CONTAINER STOCK MAY BE SUBSTITUTED WITH B&B STOCK OF EQUAL GRADE. 3. PLANT MATERIAL SHALL CONFORM WITH AME'.ICAN STANDARD FOR NURSERY STOCK, - 6-7'. B&B 6-Kelsey Dogwood Kinnikinnick ANSI Z60.1, 1986 EDITION. 13-Compact Winged Euon u -IED. 8-Kelsey Dogwood 4. ALL TREES SHALL BE BRANCI 18-24", B&B 5. MULCH ALL PLANTING BEDS WITH 3" MIN. LAYER OF SPECIFIED MULCH. EN THIS MATERIAL LISTING AND THE + 6. IN THE EVENT OF A DISCREPANCY BETWEEN DRAWINGS, THE DRAWINGS SHALL GOVERN THE PI-ANT SPECIES AND OUAN H IIES FIEQ. 14 7. IN THE EVENT OF QUESTION OR LACK OF CLARITY ON DRAWINGS, LANDSCAPE ++ Turf As CONTRACTOR IS TO CALL LANDSCAPE ARCHITECT BEFORE PROCEEDING. + Specified 8. LANDSCAPE CONTRACTOR IS TO NOTIFY LANDSCAPE ARCHITECT PRIOR _IERIAL _N SIDE UP. TO INSTALLATION OF PLANT MA GREL 9. ADJUST PLANT LAYOUT AS REQUIRED �O FIT IRRIGATION COVERAGE PATTERN. AMA, q - - + ( SUGGESTED PLANT MATERIALS LISTING: + 6P l� ,� _ J BOTANICAL NAME QTY. SIZE CONDITION REMARKS COMMON NAME 4- TREES Acer platanoides 'Crimson King' 2" Col. B&B Kinnikinnick (D Crimson King Norway Mople 6--Redtwig Dogwood Thuja p licato 'Fascig, eta' 8'--9' B&B 0 6-Compact Winged Euonymus 10'-0" LandsLcD Hogan Red Cedar Landscape Buffer Area Turf As Specified ......1. Kinnikinnick SHRUBS Kinnikinnk�� 1-Crirnson King M Berberis thunbergii 'Crimson Pygmy' 1 Gal. Can 10-12" 5-Kelsey Doawo Crimson Pygmy Barberry BUILDING ou� 0 al- Can, 10-1 3 Cornus sericea 'Kelseyi' 1 Gal. Can 10--12" KelseyDogwood -neo 24--70" Cornus sericea 'Flaverai ,k ** ...1. :.. . t -0: 1.­­.,­� 7 1� ,a 1. Car, 1) Yellowtwig Dogwood Annuals Cornus stolonifera 5 Col. Coll 24-30" 7-Otto L.uyke L Proposed Sign Redtwig Dogwood 12--Japanese Bl000qra ss Conifer To Remain - 1 Gal. Can, 10-12" Cotoneaster lacteus 5 Gal. Can 24-3o" Typical 11--Kelsey Dogwood Porney Cotoneaster LANDSCAPE SPECIFICATIONS 1 Gol. Cori. 10-12" Euonymus alata 'Compacta' 18-24" 13&B Compact Winged Euonymus 1. LANDSCAPE-_QON TRACTOR: The Landscape Contractor must have an Oregon 9. MULCH MATERIALS: Free from noxious weed seed and all foreign material 14. USE OF HERBICIDES: Applications of herbicides to all planting areas Landscape Contractor's license arid be bonded in the State of Oregon. harmful to plant life. Hemlock or fir, medium grind, -1.5 + 3/4" size. _sh_ould be done prior to mulching, according to mnnufacturers Imperoto cylindrica 'Rubro' 1 Gal. Can 10-12' recommendations, for weed control. Japanese Blood Gross 7 2. SCOPE: Furnish labor, materials, equipment and supervision necessary to 10. EXECUTION: Remove stones, mortar, concrete, rubbish, debris and any 15. MUNCHINGOFEL&NJINQ BEDS Mulch shrub planting beds with 2 inch complete all work shown on the Drawings and in the Specifications. rnaterial harmful to plant life from all planting areas. minimum layer of specified bark within 2 Pieris japonica 'Flame Forest' 5 Gal. B&B 18-24." 11. SOI PREPARATION AND PLANTING TREES. SHRUBS ANU GR entire planting bed, apply evenly. days after planting. Cover Flame Forest Pieris 3. GUARANTEE AND REPLACEMENT: Guarantee all new plant material after &- OUKCQV0� final acceptance for duration of one full growing season or one year, Broadcast the following materials evenly over topsoil placed in each 16. MAINTENANCE: Be maintenance immediately after each shrub and Prunus lourocerosus 'Otto Luyken' 15- 18" B&B whichever is longer. Replace plant material not surviving or in poor planting area. Rototill materials into topsoil- 4 to 6" deep. T-reeare--planted.Begin and maintain plantings for a period of 90 condition; except only loss or damage due to freezing, vandalism or Amount 1,000 Square feet days after acceptance. Be responsible for the following work items Otto LU /ken Laurel acts and neglects on the part of others. 7-Soil Amendment during maintenance period. Water, weed, cultivate, maintain mulch 15 lbs. Commercial Fertilizer 'A' depth as specified, reset plants to proper grade or upright position, Thuja occidentalis 'Smarogd' 4-5' B&B 4. GRADES: Final rough grade will be established by the General Contractor, 50 lbs. Gypsum and do any other necessary work items. Emerald Green Arborvitae fine finish gradc by Lonoscope Contractor. Crown landscaped areas 12. PLANTING TREE-$ -AND SHRUBS; Plant upright and face to give best 17. SOD TUR Revisions to provide adequate drainage. appearance or relationship to plant and structures. Viburnum davidi 3 Gol, Con 12-15" A. All planting holes shall be excavated twice the size of the tree, A. Weed eradication and soil preparation some as for seeded turf areas. David Viburnum 11 /15/01 B. Sod 5. TOPSOIL: Landscape Contractor to verify with Owner and General shrub or groundcover root ball or root system. 1. Sod shall be weed and pest free. It shall be Bentgross free and 11,/20/01 Contractor who is responsible fo- supplying and installing the topsoil. B. Prior to placement of each tree and shrub, place GROMAX boys contain no more than 1% of other grasses, none of which shall be 8/8/02 Z Existing on-site material may be used for rough seeded orpos. (according to monuol recommendation) in the bottom of each hole. coarse textured grass. C. Loosen arid remove twine binding and burlap from around top of GROUNDCOVER & VINES 11121/03 A Imported topsoil required for planting and turf oreas- 12" minimum depth. 2. Sod shall be healthy, thick, even stand of gross. Planting areas: 1320 cu. yds. Turf areas: 2700 cu. yds. each boll. 3. Approved sources: Oregon Turf Forms and J.B. Sod. -old Carpet' Imported topsoil to be representative of the area, fertile, friable, free D. Cut off cleanly all broken or frayed roots. C. SOD BED PREPARATION: Immediately prior to login g sod, brine +a an Arctostaphylos u%.,j-ursi 'Emerald 4 [lots from roots. noxious weeds, sticks, clods, stories, gravel, or other F. Place and compact backfill soil mixture carefully to avoid injury even smooth finisfi-grade. Roll as required to estol-flish a firr�i, evenly Kinnikinnick foreign matter. to roots, fill all voids. comracted sod bed free of high or low spots. Scar;fy surface to 1_. When planting hole is three-fourths filled, spread eve,ily around establish a friable fine textured sod bed. LANDSCAPE ROCKS DRAWN TAM ELB'L11JZE_K,: outer circumference of planting cavity (Commercial Mix V) 2 TO 3 CLI.F I CHECKED NSB A. General: Approved brands meeting requirements of applicable stcte 1. All one--gallon containers: 1 Teaspoon D. PLACING SOD: Place and handle in accordance with sto,-idord and accepfed Fa-CCI-667 -S-t-agger joints and butt edges tightly. On any slopes, the sod* 0 fertilizer laws. (Joiform in cor-riposition, dry arid fre�_ flowing. 2. All two-gallon containers: 1 Tablespoon p DATE /24/01 B. Commercial Mix 'A' 50% Slow Release Nitrogen, Inorgo,iic 16-16-16-5 3. All three to five gallon containers: 'e? Tables o, os shall run perpendicular to the sli.pe. Roll lawn diagonally, leveling irregularities and sealing joints. o C. Colpril Lime 4. All evergreen or deciduous trees: 2 lbs. for each caliper 4:AUTOMATIC IRRIGATION WILL BE PROVIDED JOB NO. 0156 D. Commercial Mix 'B' Webfoot 10-15--10 Slow Release inch measured 4-inches above top of root ball. E. MAINTENANCE: G. When hole is nearly filled, completely soak and a! uw water to 1. 30 days after placing sod, to dress with ammonium sulfate at Is IT. Agricultural Gypsum Pacific Hwv 168-15 F. CROMAX (Transplanter Fort. NO.2). Supplier: Ruin-O-Shine, 255--1981. soak away. Fill holes to finish grade and prepare for other work the rate of 3 lbs. 1,000 sq ft. Water thoroujhly to wet the soil PLN,12003-00527, SIT2002-00013 Q indicated, Initial watering-in of tree.3 and shrubs by the irrigation. several inches beneath the sod. 77 of 17 U Z37. TEXTURAL SOIL AMLNDML.N]S: Gorden Care Compost, as provided by North system not permitted. 2. Protect arid maintain by watering, rnowing, re-soddingarid weeding "I. for a minimum of 90 (Jays after acceptu'rice b-f the wner at- his P LA N T I N C`p P LAN 1ZI American Soils, Inc., Portland, Oregon 97203, (503) 285-5125. 13. PLANTING BED GRAL)E5-: Grades and slopes in accordance with rou h- I representative. finish from ad :UYING ANL) STAKING MATERIALS: Refer to detail on Drawir,gs. Pi i h grades established by others plus increase resulting fr ads 3. Mow gross at 1-112 inches in height when it attains G height of 2 JRLL---Q of bark mulch in all planting bed areas. Grade to 2 to 2 112 inches inches. Remove gross clippings and dispose of off site. below bordering paving, curbs, walls, etc., before application of mulch. 4 Top-dress with Comm. Mix A at a rate of 5 lbs./1,000 sq, ft. OF at the end of the maintenance p!jriod. 0 10 20 40 NOTICE: IF THE PRINT OR TYPE ON ANY )4i IMAGE 1, S NOT AS CLEAR AS THIS NOTICE, �__ 41 IT IS DUE TO THE QUAL.11-Y OF THE 101 No.36 L Ilf II IIII►11111 ►IIIIIIII IIII�IIII I I �� 1161 ii IIIIIIJ11', 71,1111110;1�11 6 1'IIIH91 I I�1111 I 11;9 ORIGINAL DOCUMENT 91Z JUU4 -0, -____J� 4