The URL can be used to link to this page

14300 SW BARROWS ROAD-5 A _ ,,.. ,�., ... .�. ..'. ).L'''AID: . .�._ ., � �R�::•. r - .. I - .. L��,I• Y,, ,4 a. r.'*af ., w: �'M.' ;y��,>:.•^ .. .. N ._/ ,. -_• . , w - t - ;J"S. +'��. Ir?'�!lPr;r,'r`.11.' ,. r t Y r'7', ,�l,"+ ,.I.f i.� t �,,:' °a�'�" r,'.•f" .p .s` _. _ ��, `, W :. •. i 77 4 r .r d .-, •, _ �: .•1 �. ,. . ,. , •.A.-.: ..,,...;:.� i. ;i:nfy fir.t .t•. _. , i• y +yC I' M I, , r (F, _ i �O BE AVERTON, OR 210 REVISIONS SITE � I � s.w. wur ST. N J pJ I 217 y 3 � S I I 2 SCHEDULE OF SYMBOLS & MATERIALS MATERIALS " TIGARD,r OR RE A - SYMBOLS ----- - BRICK BRICK WITH CMU ABOVE 2 OETAIL TITLE -- . STUD PARTITION /Z . T 0" SCALE RE 1.0 H REFERENCE SHEET (1.0),REFERENCE DETAIL,SECTION,PLAN,NUMBER (-8) ...... MASONRY WALL BUILDING SECTION SECTION NUMBER • 3.1 1 3.1;1 SHEET NUMBER WHERE DRAWN �___� CONCRETE PARTON PARTIAL SECTAL ION NUMBER 3.t.1U' SHEET NUMBER WHERE DRAWN Tom_ _-L. EARTH OR COMPACTED FILL • L-S_9B-1- INSIDE AWERTSONS STORE NO. 576 3,g8-1• DETAIL CALL OUT NUMBER �_ OUTSIDE W TI�VID OREGON SHEET NUMBER WHERE DRAWN _-_ _ DRAINAGE FILL MASONRY B ICK I WALL,RE:2. A-1 VICINITY MAP i CURB,RE 1.7-12 CURB,RE 3.2-13 ROOM TITLE -`- MAIN SALES ROOM NUMBER ME TAI. tI� NOT TO SCALE �� ' _ 101 ��// �•.; FLOOR / SLAB AREA CALCULATIONS NORTH LINE,RE: 2.1A 1 4 �. , . DOOR NUMBER,RE:3.8-25 �r.r Tyrr,I BATT INSULATION v MAIN BUILDING (236'-0" X 188'-8") - (24'-0" X 3'-6") 39,248 SO.FT. 1 (DOOR SCHEDULE) L' RE: 2,1A-1 REAR BULDING PROJECTION - (31'-4" X 24'-0") • 752 SO.FT. WINDOW NUMBER,RE=3.8-27, SECTION - -• MASONRY BRICK STORE SIZE 39,998 SO.FT. x A . (WINDOW TYPES) WOOD,CONTINUOUS,BLOCKING WALL,RE:3.2-13 p0 CONCRETt: CURBS ADJACENT SALES AREA 28,650 SO.FT. SPOT FINISH GRADE ELEVATION TO RAMPS ARE A PART OF SLAB LINE CURB M BEYOND 0 FINISHED WOOD THE SITE CONTRACT SUPPORT AREA 13,348 SO.FT, x • RE: 1.OA-1 ,_.---•' KEYNOTE,EQUIPMENT ITEM,PER 00 FIGURES ADDED FOR SUM TOTAL - 39,998 SO.FT, 310 ' SCHEDULE SFCWN ON THAT SHEET ' -----------� DATUM FINISH FLOOR ELEVATION ....................................I............................ 100.00 1 FINISH PER SCHEDULE SHOWN ON GYPSUM BOARD l �p e%9" ,l THAT SHEET PLYWOOD ACTUAL FINISH FLOOR ELEVATION . 247.00 �f;•- �' BUILDING PAD ELEVATION ..................................... 245.83 - G COLUMN,BUILDING GRID St OO _ NOTE= ALL FINISh FLOOR GRADES AND ELEVATIONS ARE REFERENCES FROM G��1� -��'- = DATUM FINISH FLOOR.VERIFY ADJACENT GRADES W1111 SITE DEVELOPMENT. OPEN THOU ____ _ _ FREEZER/COOLER ' "- TOOLED JOINTS • . O'� ELEVATION O "OTIFY ARCHITECT IF CONFLICTS ARE FOUND ® 100'-0" FINISH ELEVATION (NOT IN CONTRACT) CONC.CURB, 1 • 2.OB 15 SIM. - r BELOW,OR HIDDEN OYONO CONDITION ABOVE, RIGID INSULATION RE: 236' 0" i / i " `' ' * "' .8• -4 110'-0" - CENTERLINE,WITNESS LINE,LIMIT LINE, . '• . ,• ,.� 31' „ r EXTENSION LINE 1 I RAMP SLOPE 0�, 68'-8' 26'-2" w 8"4' 60'-0" PARTICLE/FIBER BOARD ------ �.- U15 MAX. - - . __.__._ r}. DL WnE r \ O• / r7' 4'� _ - : -_ __.41 AT 1/ TRANSFORMER BY UTILITY MOISTURE RESISTANT BOARD LANDING RAMP 1:12 MAX, 411 ! COMPANY, TRANSFORMER - - /�;� PAD BY BLDG.CONTRACTOR, INCLUDING VERIFICATION OF PAINT TOP d FACE OF CURB + c „ j TWO COATS SLIP-RESISTANT 4" ASONRY BRICK TRAFFIC YELLOW PLAN VALL,RE:3.2-13 i 1�-a� ' CONSTRUCTION DETAILS, --_ ►��?,' � °D EXACT SIZE AND LOCATION. COORDINATE WITH SITE CURB RAMP w' CART STORAGE DRAIN ► °,g' < �/- -- QOiN g565 ARCHITECT.6RE:NOT TO SCALE e O 3',,' 0 �1.0-1 6 2.1A-1 RE:1.0-1,2.lA-1 ,3.OA-1 L 3.2-4 .ti / .. -'�► SCHEDULE OF ABBREVIATIONS cd F0 r CDMPACTOR � m O ' t PAID,REI 2.1A-1 o RE: ALL DRAWINGS 1.0, 2.0 6 3.0 SERIES / O 00 (3)8" PIPE 3 99' // BUMPERS, N C7 �AOO� 60 _ h f////'��1 AA. ANCHOR BOL T L0. NSDE DAENSION w - ----'-- ♦ 1 Y / A.F.F. MOVE FNS ED FLOOR AL NCN 4± SITE BLDG.CONTRACT I 4" CONC.5LAB, I -< 9 100.0 S -� s �J A Ao_ MMIMLIM Lss• Pauos y -- F ACE OF 9 (G O LDG. OLLONG MIN. EwIaI US CONTRACT- RE:2.1A ! RE:2.tA 1 I• �x Lr 6s 6" CONC. SLAB, O EUILDING nl � � 99.913 �J RE:2.1A-1 NICN. ARCMrrcrLARAI MNFR MMANVACr,AER U O OM Of ' - 8�'(Q __._-- _-k 1,..0•' m 990 0 999 I 99.98 100.00 COMPACTOR O ' d CONTRACTPAVING ) SITE 9 E.G. CENTEERR LINE �. MASONRY OPENING DRAIN CrFY GIC FEET PER MINUTE YT'0. MOUNTED r'l RAMP BORDER •4 O ' I -N �5+ h ROOF DRAIN, N e.a. CONTROL,NOWT N.I.C. NOT N CONTRACT ELY' DG. EWER, O CONOAETE MASONRY RTS NO. NUMBER G7 U �- N CONT. - -- --------� BL S ♦ • 4+ RElV .08URB A RE:4.OA 1, O J cMu 3 m RE 4.OA 1 q qy'.. h �i a ca. cauN NTs NOT ro scaE �j /4" DEEP TOOLEC ar i1c,,d,- o r, cows. cowaETE o.c oN awTER JOINTS AT 74" O.C. i . ?? C • CONT, CONTN01.15 PD. OUTSIDE W SION 6 O ♦ I • ♦ *rL. CYLINDER ETER POP. OPPNK OSITE " AT BORDER 6 IA _ NP ^ t, A a < GAS METER d 4" �` C TELEPHONE 100.00 LINE,RE:4.IA-1 EL EACH os.F POUNDS arRNID BOARDEFO --I/4" DEEP TOOLED ` * yPb, o�°�' ENTRY ELECTRICAL W/ (2) 4" PIPE ELEV. FOUND ON IIIE- ROUNDS PER SOUME Fool i JOINTS AT 6" O.C. CONC.CURB, �.� F `F. FINISH FINISHxxl�GIl COATING N W RENVPOUNOR� souAa INCH FON, FOUNDATION REQ REFER iO.ICI CRENCE FROM RE:1.0-1 0 d! 4'f.'//^ t1Fp I POWER ENCLOSURE II BUMPERS, D.P.M. FACE ar wAsonNr R.o. Rouc+I ovErlNc 0, 0/4,0, B FIRE SPRINKLER ENTRY I RE:1.0-8 F.a.m. FACE OF MASONRY CAE r REoro ROUGH O 2.1A-1 o; ,p / 1C I RISER,RE:8.0 1 II rLR FLOOR° acs. SKCIA"FtcATxx+S �' 5 S• I I N FT. FEET STC. STEEL L CONTRACT) .6 SITE rrc. FooTNc ^TRuc STRUCTURAL I WATEROMESTIC _= s TAROENr wood TIEATAEwT 'so. SQUARE GPM T ► c roNNzx A cgoov[ �' - -�- m RE 4.1A 1 cALv. WLVAa2EO T.o.c. ra+OF CURBNcowcRETE eD I CODE INFORMATION ARCHITECT= MUSIL PERKOWITZ RUTH INC. 99 I ,5 Ga. GALVg4ZEO ON OR STEEL T.O. TOP OF NORMAN SCHOEN 9 DA - c.L. cLOE LAMIADEo STRUCruRE T.O. Topa OMAN 1:15 MAX.SLOPE ROOF DRAIN, d q MEMBER Tr►. TERGAL .•; RAMP 0 � I` UBC 94 EDITION JAMES M.PARK q. I CEPH NERD. crPsw EgAMP VERT. VERTICAL CONCRETE 1:15 M 1,0-13 RE: 4.OA-1 9150 SW PIONEER COURT EXIT : z N.M. HOLLOW METAL Nr WITH • - HORZ. HDMZO47AL N.P. WEATHERPROOF 5 CONT. SIDEWALK ___- OCCUPANCY GROUP .......... M WILSONVILLE,OREGON 97070 I O 2> HR. HOUR N.W.F. WELDED WINE FABRIC I 4" CONC.RAMP W/ 6x6 04 DOWEL 8" PAINT P II FACE OF CURB '1 - o I CONC.LANDING, (503) 685-7350 CONC.LANDING, Y �•_j '^3 HT.YA HEIGHT I TWO CO TS SLIP RESISTANT 9 I RE:2.1A-1 BUILDING CONSTRUCTION TYPE III-N FAX (503) 682 3348 9 x HVAC HEATING VENTEATNc AND W1.4 z Wt.4 W.W.F. AT 4'-0" O.C. 6„ g RE: 3.2 2 t AN C@IGTIORIa TRAFFIC YELLOW ONE STORY,FULLY SPRINKLERED �O w TOP OF PAVING I/Z" x 11" PREFORMED 0 SEPARATION ON THREE (3) SIDES. STRUCTURAL HARRISON ENGINEERING (BY OTHERS),PAVING 6 EXPANSION JOINT FILLER CURB N.I.C. 6• o♦ •` EXIT ENGINEER: REX HARRISON,P.E. ; z' N i ° � RAMP TO BE FWS't TYP.AT BUILDING 1300 N. TEN MILE ROAD I NOTE TO BUILDING DEPARTMENT o 0 0 0 IL MERIDIAN,IL 710 83106 a o N a -3 SCHEDULE OF DRAWINGS J RAMP SECTION, CURB AT ENTRY CURB RAMP 0 THIS PARTIAL SITE PLAN REPRESENTS FAX 888 7107 0 r, t 1 qq� ONLY THE ALBERTSON'S PORTION OF FAX (208) 088 1545 >s w 4 RE: THIS PROJECT O F 1,?^•1'-O" I NOT TO SCALE THE SHOPPING CENTER PROJECT AREA 9� ti 0 R'-:1.0-1,2.1A-1 4 2.1B-t MECHANICAL MOKELLIP ENGINEERING �` 7 "� oro > - LOCATED AT THE S.W.C.WALNUT AND (L" 8 q'N' rid w z= 1.0 PARTIAL SITE PLAN 4 DETAILS S.W.SCHOLLS FERRY ROAD,TIGARD,OR ENGINEER= DEAN McKELLIP,P.E. J J O 1.OA SITE PLAN,SCHEDULE {I NOTES I SITE GRADING,DRAINAGE,UTILITY,AND 4205 EMERALD ti E�' z '� M LOB SITE PLAN DETAILS LANDSCAPING PLANS WERE PREPAREJ BOISE,IDAHO 83704 0'0 0 s 1.00 ENLARGED FEATURE SITE PLAN d OETAILS n BY THEE FIRMS: (208) 336-1116 II 7d con 1 INTERIOR �J �,_J (r J FAX (208) 336 1140 - 0 o 1.1 TOPOGRAPHIC SURVEY EXTERIOR CART STORAGE PROJECT CONTACT l.IJT ' w 1.2 DIMENSIONAL CONTROL PLAN P" ROUNDED CONE.CAP •4 CONT. ELECTRICAL HALLIS ENGINEERING 1.3 EROSION CONTROL PLAN , I is 1.4 OVERA L GRADING i DRAINAGE PLAN SITE ARCHITECT: MU5IL PERKOWITZ RUTH INC. ENGINEERL ADEL HAL.LIS P.E. t- ` E � b MASONRY WALL, 1.5 DETAILED GRADING i DRAINAGE PLAN PLANT 7W0 COATS TRAFFIC YELLOW JAMES .PARK 5410 ANGELES, BOULEVARD,SUITE 303 �► 1.6 OVERALL UTILITY PLAN • bd RE:2.OB 16 d 3.1 ! JAMES M.PARK LOS ANGELES,CALIFORNIA 90036 0 1.7 PUBLIC IMPROVEMENTS COVER SHEET A\ STANDARD STEEL PIPE FILLED 6" 9150 SW I1 NGF'- "OURT (213) 933-1068 1.6 PUBLIC SANITARY SEWER IMPROVEMENTS W r-'Rpl o; W/GONG. M WILSONVILLF (' -,, N 97070 FAX (213) 937-7106 V 1.9 S.W.SCHOLLS FERRY RD.(10.00 THRU 17.00) 4'' 00 1,10 S.W.SCHOLLS FERRY RD.07.00 THRU 19.00) (503) 685 73'r': j- kl jDl -1 1.11 STREET IMPROVEMENT CROSS SECTIONS CEMENT WASH SLOPED 1" ABOVE PAVING CONCRETE f. FAX (503: 682 3348 FIRE PROTECTION CONSULTANTS,INC. o VV)) 1.12 STREET IMPROVEMENT CROSS SECTIONS FINISH PAVING (BY OTHERS) CIVIL ENGINEER WESTECH ENGINEERING 1.13 PUBLIC IMPROVEMENT NOTES a SIDEWN-K T" .A, ^ PROTECTION: JIM WILKING z, 1.14 CONSTRUCTION NOTES SIEVE WARD 182 S. 600 EAST,SUITE 102 00 1.15 PRIVATE IMPROVEMENT DETAILS 342125TH STEET S.E. SALT LAKE CITY,UTAH 84102 N 1.16 PRIVATE IMPROVEMENT DETNLS SALEM,OREGON 97302 (801) 596-1601 � W 2'-0" CONC.FOUNDATION i� (503) 684 9226 FAX (801) 596-2561 m �• CONC.CURB FAX (503) 585-3986 1.20 PLANTING PLAN 1 ~I I t • -�J 1 RE:1.0-1 ' 1.21 IRRIGATION PLANix LJ 1.22 IRRICA ION DETAILS SUBMITTAL DATES) L- .. LANDSCAPE W 6 H PACIFIC ENGINEERING OWNER: ALBERTSONS INC. v OWNER / AGENCY ARCHITECT+ TOM JONES GENERAL OFF ICES 1.30 SITE ELECTRICAL PLAN 8405 NIMBUS AVENUE 250 PARK CENTER BLVD. NOTE: VERIFY LOCATION OF UNDERGROUND 8„ 1.31 SITE ELECTRICAL SCHEDULE,DETAILS 6 NOTES 11/22/96 /t" x 11' PREFORMED BEAVERION, OREGON 97008 BOISE,IDAHO 83706 N Z 1.32 COMPUTER READ OUT PLAN r + UTILITIES BEFORE DRILLING FOR CONC. 04 DOWEL 6" EXPANSION JOINT FILLER (503) 626-0455 (208) 385-6643 u FOUNDATION. ALL PIPE BUMPERS ON 1.0-1 AT 4'-0" O.C. TYP.AT BUILDING FAX (503) 526-0775 FAX (208) 385-6450 At ARE PART OF BUILDING WORK. ao GREASE SEWER, 2.DA STF(UCTURA PLAN 1 IPE BUMPER CURB AT CART STORAGE WALL RE=4,OA 2.8 SLAB DE RK DETAILS 2.1A SLAB PLAN VENT, u& 2.18 SLAB DETNLS W 8RE:/4" • 1'-0" 1/"'1' 0" ywj O 2 JB SEC�ONSE FRAMING PLAN DETNLS4 RE:4.OA 1 w 2.2A ROOF FRAMING PLAN 1.0-1 IL 2.11A-1 12RE: .()-1 111610. 2.lA-1 ti 2.18-1 SANITARY SEWER, w RE:4.OA-1 rn SITE CONTRACT BLDG.CONTRACT SITE CONTRACT BLDG.CONTRACT 4' ^ EXIT CLEANOUTS, 0 3.OA FLOOR L < 3.OB FLOOR PLAN i DETAILS > RE:4.OA-1 3.1 BUILDING SECTIONS RE=1.OA-1 RE:1.0-1 6 2.11A RE: I.0-1 d 2.1A ss I XII p� 3.2 EXTERIOR ELEVATIONS I, DETAILS CONC.CURB 9� A� v J.3A ROOF PLAN ♦ \ B� 3.38 ROOF NNIS DETAILS O BROOM FINISH TO EDGE (WHERE OCCURS) BROOM FINISH TO EDGE FACE OF mi- - - -- • - - j0 F 3.4 WALL FINISH SCHEDULES i DETAILS RE:1.0-1 BUILDING �j 40 DOWN t BICYCLE :TACKS, D r N 96 3.5 INTERIOR ELEVATIONS } TOOLED JOINT I/�" TOOLED JOINT r? /4 •4 CONT. �L� Lfs S7' _� p0 p1q RE 2.18'16 o p fP t 3.6A FLOOR FINISH PLAN T TOP d FACE 4" CONE.SIDEWALK (' '" 'f v_1 LO 3.68 FLOOR FINISH PLAN i DETAILS PAIN 0 I 4" CONE.SIDEWALK 3.7A REFLECTED CEILING PLAN OF CURB TWO COATS 4" x 6 DE x B W/6 x 6 W1.4 x ,� _ E /II COLUMN CENTER LINE 3.78 REFLECTED CEILING PLAN 6 DETAILS a' I SLIP-RESISTANT W1.4 W W.F. ;" W1.4 W.W.F. �ryd4" L -- - _ - / II ♦ OA 3.8 DOOR 11 WINDOW,SCHEDULES II, DETAILS TRAFFIC YELLOW. SALK - -- 11 3,9A EQUIPMENT PLAY V SCHEDULE U(� III \ CONCRETE CONCRETE '�' f2) CART STORAGE J.9B EQUIPMENT PLAN,SCHEDULE 1 DETAILS I"INISH FACE OF CURB SIDEWALK t RAWN PROJECT SIDEWALK „ - �:. : , 4 _ �1� DRAINS RE,1.0 10 O (IN SITE CONTRACT) \ I - _ - - -- CITY V 540 SLOPE / II SLOPET y • H LINE OF q♦` 5r 9 q �' Dov_ _. i_ -� M r - � 110, n r J ROT l h� l • W CHECKED OTB DATE J FINISH GRADE 4.OA WASTE 1, VENT PLAN OF rlGgRp JMP 93 U' v CANOPY ABOVE \ iq• Q ! ` O G 4.08 WASTE i VENT PLAN 6 DF.T Pn Q J' I (BY OTHERS)' �I r -- ----- - - - ----- - - --- --� --- - 4 t WATER 6 GAS PLAN L DET 9 �p O; O \ q 4AA WATER 6 GAS PLAN 'TndiflOnau FINISH GRADE-PAVING I 58 96 - I : r vlI I u 5B' 7" r 19,-0„ 43' 7" r __ NEB,only th, RBS (BY OTHERS)- �.J b�•^ _OIL...J CURB RAMP,RE: 1.0-6 CURB RAMP,RE: 1.0-6 TART N( / - �, ROOF DRAIN, TIGHT ��s7 SHEET' TITLE •4 REBAR AT 2'-0" O.C. I . t � • 5.1 A CONTROLS & SCHEDULES Letter t -� -� � BY SITE CONTRACTOR. �-• - w--- �-- - - - 43'-10" 0' _ 19' 0" r LINE TO STORM SEWER, ,, 2a' G° r 74' 8° _ 1n I i-� 4 REBAR AT 2'-0" O.C. S,OB MECHANICAL L NLS Ap A' EXTEND 6"BY SITE OMAN.MATOR �I. • ' PAD r y i EXTEND 6' MIN.INTO I PAD RAMP 1.15 MAX. (TYP.OF 8) STORM SEWER, tit)AdNia J ho s : PARTIAL SIDEWALK r/ I I' •4 DOWEL 8" SIDEWALK I ( } RE 4.OA-1 �_.Clate RE 4.OA 1 8B 5 6 OA REFRIGERATION PL AN •'•'� AT 4' 0" O.C. I /z x 11" PREFORMED r r 6.08 REFRIGERATION PLANS 6 DETAILS �fw/g/ W SITE PLAN 6„ CONC.CURB BY 7L et-) J WHEREON JOINT ABUTS - ,--_-- ---- -v -_- C�T STORAGE GREASE TRAP ! PIPING, 6.2 REFRIGERATION DETAILWIRING DIAGRAMS CONC.CURB BY A I ::>:- _ `- ' /:" x 11" PREFORMED SITE CONTRACTOR - RE:4.OA-1 d 4.2-13,(IN �4 & DETAILS SITE CONTRACTOR VERTICAL SURFACES V J �'� - AN EXPANSION JOINT FILLERS sPa BUILDING CONTRACT), - G m WHERE SLAB ABUTS FILM_ MATERIAL AT CONTRACT LIMITS /� II s% i FILL MATERIAL CONE. CURB d ISLAND I �1 y.� yf PLANTER,(IN SITE �l�� a 9 COOROINA'E W/ SITE 7.OA REFRIGERATION AND HVAC PLAN T•� ___ -"'- .-- -- VERTICAL SURFACES d PER SOILS REPORT �\ I f CONTRACT) // �� CONTRACTOR 7.OB REFRIGERATION AND HVAC PLANS 6 DETAILS ` L J PER SOILS REPORT / • (IN SITE CONTRACT) \\ / RD o 4 CONT. fJSHEET Nr (IN BUILDING CONTRACT) - AT CONTRACT LIMITS (IN BUILDING CONTRACT) 1j _t ' r NR! 7.1A LIGHTING PLAN �ry TOP 6 BOTTOM NOTE t < REEANOA 1 7.18 LIGHTING PLAN 4. DETAILS PAVING (IN SITE O 7.2A POWER PIAN Z z /� pp CONTRACT) 1- FI 7.28 POWER PLANS & DETAILS 1 W o= CURB WALK 9PROVIDE CONTROL 4 EXPANSION '� CONCRETE SIDEWALK PROVIDE CONTROL ti REAR EXTEND UTILITY d ROOF DRAIN - SEWER,(IN SITE 7.4 E1.3 LECTRICALEL EDULES C3 DIAGRAMS �QNo 1" • 1' O" J PIPING 5'-0" P_-YOND BUILDING/ Z 1" • 1' 0" JOINTS AS INDICATED ON 2.1A-1 EXPANSION JOINTS AS NOPNTH SITE LIMIT LINE,UNLESS OTHERWISE II �} CONTRACT) 7.5 ELECTICAL SCHEDULES CO RE:1.0-1 . 7.tA 1 1, 2.18 1 � RE:1.0-1, 2.1A-1 11 7..18-1 INDICATED ON 2.1A 1 �� 1 218 1 INDICATET' t, CONNECT TO THE LINES s )N SAMPLING PARTIAL SITE PLAN INSTALLEv BY THE SITE CONTRACTOR. 9 \\ 1 STATION, 8.0A FIRE ALARM MONITORING SYSTEM PLAN 1 ., 0 LEFT RIGHT VERIFY 11 COORDINATE LOCATIONS \\ ) II RE:4.2-13 6.08 FIRE- ALARM MONITORING PLAN (MEZZ.r)ETNLS V SCHED.) ~ •• 1 0, 6 INVERTS. 6.1A FIRE PROTECTION PIPING PLAN w w 8.18 FIRE PROTECTION PLAN,SECTION i LIETALS FRONT -- \AIn"r.r.7F\fol Ann Anr 4 I 1 IJ 5. /1 '• ' ', 1 , _ _ _ _ �+ n S . .w •yA y1� a� ,NN: - -...._....._.__, - _. _..--.»..__.r.............._.-.._.-...._.._.._,...-.-.»._ iA•�wr...--- _.�...- - +.,�.� ------ •. " .� ,tom ._ ........ ,. _ _ ......._.. ...« .. .... IF THIS DOCUMENT IS LESS TT IIID II till Il III III I I III I ill III 1111F.IT ,(, IIT,I, I I III III lIl I I III III III I I III III tIl I i ill r�, 1�, ) l T�r i�� , ,�i II) II, Ij� l i SII III III I 1 � ',�LL LEGIBLE THAN THIS )NOTATION, -I I I I h I 1� 14 f ( I�1 IT IS DUE TO THE QUALITY OF NEN B'�i:OIC" THE ORIGINAL DOCUMENT, ---�� `" q a L6 E fL ( B I E I tE I G 18l B[ Lt I t 1St I tt I t I t I tt 1 ti I L9 I 91 I E 11111 IIIA IIIA IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIA illl IIIA IIIA IIIA IIIA IIIA IIIA IIIA IIIA IIIIIIIII IIIIIIIII IIIA IIIA IIIA IIIA IIIA IIIA IIIA IIIA t1111IIIA IIIA IIIA IIIIIIIII IIIA IIIA(III IIIA IIIA IIIA IIIA IIIA IIIA IIIA IIIA IIIA IIIA IIIA IIIA IIIIIIIII IIIA IIIIIWII ,- d � .� Iia p"4.. `(• 'fi !. _---.. , �, SITE•� • E NOTES 1 _ 1. CONTRACTORS SHALL. VERIFY ALL DIMENSIONS,ELEVATIONS AND CONDITIONS PRIOR TO ANY WORK AND SHALL NOTIFY THE N_0 ARCHITECT OF ANY DISCREPANCY. CONTRACTOR S>IALL BE �•' v 31 RESPONSIBLE FOR ALL CORRECTIONS AND REPAIRS REQtAWD DUE TO HIS FAILURE TO DO SO. � • - 2. A.8ERTSONS IS RESPONSIBLE FOR OBTAINING AND PAYING FOR THE COST OF ALL INSPECTIONS, TESTS AND REVISIONS PERMITS AS NECESSARY TO COMPLETE THE WORK AND AS INDICATED ON THE PLANS AND SPECIFICATIONS, RECOMMENDED BY THE SOILS REPORT AND/OR REQUIRFD BY ANY GOVERNMENT AGENCY. 3. CONTRACTOR SHALL PROVIDE PUBLIC PROTECTION TO PERSONS AND PROPFRTY DURING CONSTRUCTION AS REQUIRED PER CITY AND CITY,LOCAL COD: RFOUIRFMENTS AND AS STATED IN SPECIFICATIONS. S.W. SCROLLS FERRY ROAD 4. ALL MATERIALS AND SITE WORK TO CONFORM TO LATEST - ,C'� GOVERNING BUILDING CODES, ORDINANCES AND REGULATIONS. 6j SIM, _p1 -- ®-i!-- {w�SIM. 2)351M. 1� -- -O2 26 12 23 SIM. 2�3 SIM. ©3 SIM. /" LANDSCAPE FEATURE $EATING 5. THE BOOK OF SPECIFICATIONS SHALL BE APART OF THIS CUR, B CUT__ _ -L - CURB-----CUT � AREA AND WAl-KN AY, --- CONTRACT. ------ - - -'- RE 1.00 1 - - �� - �_ - 12 6. ALL GRADING WORK SHALL CONFORM TO ALL CITY AND COUNTY _ _ _ •' BT P BTO _ ''� _ _ _ _ - � _ .. REGULATIONS AND ORDINANCES. - - - - - - - - -- - - - - - - � ' * S8 O1 a - 15 53 �1 15 PEDESTRIAN ACCESS - 02 11 15 1:y CONCRETE WALKWAY 7. THE SOILS REPORT FOR THIS PROJECT SHALL BE APART OF A ` 4L �\ I , `� THESE PLANS. CONTRACTOR SHALL NOTIFY THE - 4 �) r 1--c- ARCHITECT/ENGINEER OF ANY DISCREPANCY BETWEEN THIS PEDESTRIAN ACCESS C C C C ,C C C C C C C C C C C C ? REPORT AND THE PIANS PRIOR TO BEGINNING WORK. �• CONCRETE WALKWAY �� 22 ,IM 1 ® 31 14 r 8. BUILDING PADS TO BE CONSTRUCTED PER SOILS ENGINEERS r 4 14 t 19 p - A SPECIFICATIONS ARE TO BE AT • 0.10 FOOT OF THE 1S ® ® O I,I O l J a (n>- ELEVATIONS SHOWN ON THE FLANS. CONTRACTOR SHALL 15 Y 33 w3 NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES UPON !;i ux VERIFICATION iX v 11 22 �, 1S "- / �3 9. THE CONTRACTOR SHALL PROVIDE ALBERTSONS WITH T 2Z ZZ A ` O p LETTERS OF CERTIFICATION FOR COMPACTION OF 19 64 15 3Z r I WV ALL PADS AND PAD ELEVATIONS IN THIS CONTRACT. \ An /� r�� oz Q r 4 \ L �M PEDESTRA 11YP. Zo � 39 PAD 11/"111 ( (41 \ wo 10. PROVIDE GRADED PADS PER CIVI'_ DRAWINGS TO 5'-0" • t a 3 �/ STRIPE SITE (2 SIM.. 4 4,000 SF. BEYOND BUILDING FOOTPRINT AND CANOPY COLUMN LINTS A5 13 41��•, ACCESS � � 5 � Q 18 3 IS------------J 15 4Z i � 5110WN ON BUILDING PLANS. TYP. SIM. 23 HC. / 32 _ 11. ALL EXCAVATION, BACKFILLING,GRADING, EARTHWORK AND Q ®\ 14 �\\ 1C 11 20 �lS 15 SIM. 22 - c `TOILS PREPARATION WORK SHALL BE PERFORMED UNDER THE \ O rc WITH OBSERVATION SF THE REPORT.OILS ENGINEER AND IN ACCORDANCE. 1 33 t{G• /ii A �� 01 TYP, HC. HC. 32 ' 4 4� HC. v �� 14 0 t? [ f (F] 14 ��i ' 12. IN NO CASE SHALL ANY SURFACE SOILS,FILL MATERIALS OR `-7 ��'� 40 3 if . Z3 BACKFILL BE WATER SETTLED WITHOUT WRITTEN 15 2 2J \\ r SHOP 39 \ ` �' 23 33 1 '30J 20 13 !I! TYP. �19 A Ik 4 31 I SIM. AUTHORIZATION OF THE SOILS ENGINEER. O SIM. SHOP 'IpII O \� O 3 19 b+ CO� © 52 I 13. ALL UTILITY TRENCHES REQUIRING EASEMENTS SHALL NOT BE B c 32 32 3Z �� BACKFILLED UNTIL SURVEYED. \ I I C I 1 \ 5,950 SF. I I 2,400 SF \\ 15 C1Q1�4 20 15 A 5 HSIMI 1}- 26 14. FUTURE BUILDING SITES AND GRADED PADS ARE TO 3E RAKED 1 �p J 18 Q - SMOOTH AND LEFT FREE OF DEBRIS,LARGE COBBLES, 20 E # ETCETERA. (SEE LANDSCAPE PLANS) \ LI • 4'S i SHOP \ 3% � 48 20 III I � 01 15. CONTRACTOR SHALL VERIFY,IN FIELD, ALL ELEVATIONS, 3 "'I PEDESTRIAN ACCESS 1, 00 SF. I I All 29 FLOW LINES, EXISTING CONDITIONS, AND POINTS OF Q 20 w lh �' CONCRETE: W/ TOOLED 4 5 \ 2 / S 25 08 3 \ p a 12" X 12" PATTERN _-_ � rt CONNECTION WITH ADJOINING PROPERTY. ANY 31 c 14 dt / 1 , f 30 o < 40'DRIVE-�- ► 4, W DISCREPANCIES SHALL BE CALLED TO THE ATTENTION Of- THE 34 / / / / / A 32 j3 16 20 C� 15 U 11 14 OZ I I LLJ ARCHITECT BEFORE PROCEEDING WITH WORK. 15 9 �y EXf / // / 11 11 SIM. O 16. CONTRACTOR TO PROVIDE AND ADJUST TO FINISH GRADE 3 (n OR FINISH SURFACE. ALL WATER METER VAULTS,CLEAN OUTS, / PULL BOX COVERS AND OTHER UTILITY ITEMS INTENDED TO • r CONCRETE 2 1 ,,� I BE FLUSH IN ADJOINING SURFACF IN CONTRACT. SIM.RAMP ib 14 X55 5, �R' 3 'A 14 I n1 1 57 / / / f r3E POG 11 1 CONTRACTOR.ATER METER IS TO BE APPLIED FOR BY SITE `1 2 81 / �� SIM. 17 1B ,1 O11 4 �22 �J ^ 3 Z �Q � // IL M. 19 .---1 Y3 CONTRACTOR SHALL VERIFY TF"' SIZE AND LOCATION OF ALL / VN A•( 20 3 SIM' r SIM, UTILITY LINES AND STUBS AS MAY BE INDICATED ON THE `>r / ® EtE W� PLANS. 9-TYP.@ PAD ( I b0 TENANT CPACES , 18. SITE AND BUILDING UTILITIES SMALL BE PROVIDED UNDER THE c (� + 33 15 \ 3 HC. 4 \ 4 S ® , I 3 SAME CONSTRUCTION CONTRACT. " 1 I '. � �'J� / HC � 19 ♦ c � 4 2 IM. 3� IN /// / / / / �, \ �• - �l1 15 HC. HC. fn 19. CONfRACTOR SHALL FIELD VERIFY AND INCLUDE ANY STRIPE SITE DESTRAIN 20 ♦ ` _ 42 w THEO ALL CONTRACTDEMOLITION NECESSARY TO SHALL OBTAIN ALLOMPLETE HIS NECESSARY PERMITS - / GI 1 ACCES`, 4C IM. 3 - 1< ' U Y F HIS WORK. / / \ 2(� 17 ® ----- �! I Q4 TO PERFORM ORM S 0 CO 60 TYP. h -- T I------- I 15 L ; @ c vO 15 I I O Y~ 20, CONTRACTOR SHALL. VISIT THE SITE PRIOR TO ;� �/ / / / ® 1 p20 - �I 11 11 I L,a BIDDING THE WORK TO DETERMINE IF ANY UTLITIES U ►. Q� 34 / f // i HC. i I 39 PAD B ^ cz ARE REQUIRED TO BE REMOVED OR RELOCATED AND ro - / 3 \ 4 G� TYP. I O 4,000 SF. I 31 acs SHALL NOTIFY,IN WRITING, THE ARCHITECT AND UTILITY 15 r / \ �` 33 SIM. 18 I '� i I 1 COMPANY. CONTRACTOR SHALL INCLUDE ALL COSTS OF Uu © / / / • 3�' J 16 b w THIS WORK IN CONTRACT. ��` \ N / 22 /� \ _ J G G G Ccd Q 8'WIDE PEDESTRAN G '------------ I 21. LANDSCAPING AND IRRIGATION SHALL BE COORDINATED BY (- C A / \ STRIPE SITE C ro p LL TYP Ot �' ACCESS 15 G THE SITE CONTRACTOR AND SHALL BE INCLUDED IN THE SITE CONCRETE / / / / / / �g DC7 IM. C G G ♦ _- - -- I WORK CONTRACT. 3� RAMP / / /� /;/ / 18 '•P 2.., G 22. REFER TO SPECIFICATION SECTION FOR CURING G - OF CONCRETE. CONTRACTOR SHALL BE RESPONSIBLE F01� +- O • �. Lir / / / / / /1 / G i ��/ _ _ _ _ _ _ _ _ --� 12 COMPLETE REMOVAL AND CLEAN-UP OF ALL ACCIDENT& AND IT tQ S1 27 / // /� fr - UNWANTED SPLASHING OF FRI-SH CONCRETE. / PEDESTRIAN ACCESS 14 59 59 TERMINATION \ ELECTRICAL / / // 13' •000"` 14�r--/ ./ CONCRETE WALKWAY s ENCLOSURE 22 / i/ // r 6XUZ �� -- O 23. UNLESS SPECIFICALI NOTED OTHERWISE ON LANDSCAPE I I Eogov fie/• �r �5 PLANS, ALL CO LTH IAUy (CIP85 AND PLANTER CURBS SHALL ��-� v BE PROVIDED WITH NEAKENED ?LANE JOINTS AT TOP AND \ -__ - FACE OF CURBS SPACED EQUALLY AT 15'-0'' O.C.MAXIMUM CONCRETE // p)rCE�'P,Y, AND AT INFLECTION POINTS OF RADIUS. PROVIDE WALKWAY c jjk\WS1 P3fiW -�__ ` pEO REt6 V� EXPANSION JOINTS SPACED EQUALLY AT 40'-0" LIN.FEET 27 04 OC-2 OR� �/ O.C.MAXIMUM AND AT ALL 90 DEGREE OR LESSER CORNERS. � I 59 \�� \ A � � `1 24. ALL OFF-SITE WORK SHOWN ON STREET IMPROVEMENTS P,_ANS (\ � c C6) -� O iN LUDITHIGCONAFFIC CONTROL AND STRIPING WILL BE A PART \I 25. A2CHTECTURAL SITE PLAN SHOWN FOR SCOPE OF WORK A'VD REFERANCE. VERIFY ALL CONDITIONS IONS WITH SITE CIVIL,LANDSCAPI- AND SITE ELECTRICAL DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR AND VERIFY ALL CONDITIONS PRIOR TO COMMENCEMENT OF WORK. CM / 59 TERM{NA TION \ � � 1 f` 1 RIGHT REAR ( `�- FRONT SITE PLAN ; �' SC ALE:IL_" 0„ - RE� 1.00-1 THRU 30 AND 1.00-1 / LEFT !� CO SUBMITTALOWNER / AGENCYC i to - SCHEDULE OF NOTES 3 SYMBOL LEGEN 2 SCHEDULE - RE SAt 1 DET. DEBcmT( I - - �T DET, TION DET, DESCRIPTION SITE PROPERTY LINE - NOT LIMIT OF WORK , __ -- - _ Y t �• �'J �} I 33 RE 116-t INSTALL HEAVY DUTY A.C.PAVING, AND BASE. 49 RE,1.e 1 GAS METER -- PROPOSED SHOP/PAD BUILDINGS NOT IN CONTRACT 01 I RE',.OB-t PAINT DIRECTIONAL ARROW ON PAVING i 1T I REI 1,0R-17 HANDICAP PERSONS CAR PARKING STALLS AND PAINTED SITE ACCESS (HATCH LINE INDICATES HEAVY DUTY PAVING) --- ---------- - I INSTALL CONCRETE-FILLED B" STEEL PIPE GUARDS,PAN` 'NITH RE 1 4-1 ROOF DRAIN, TO STORM SEWER. I'10� PARKING STALL COUNT PAINT TURN DIRECTIONAL ARROW ON PAVING 18 PAINTED "COMPACT" PARKING SIGNAGE 34 RE t.oR 2a TWO (2) COATS "TRAFFIC YELLOW''. 0 RE LOR z - - - -- ` 4 TRANSFORMER BY UTILITY COMPANY TRANSFORMER PAD BY BLDG.- - 1 INSTALL A.C. PAVING AND BASE. RE Lo 1 C N qC �I CLU NG VE J Ng NOT um - 19 RE:1.te-2 RE'2.1A-I I DOCK IN NCRETE CONTRACT RE•t 6 t 1 T A TLORF A 1 I I A TWI H UTILOI TRUC TIp Y DETAILS,EXACT [FIJI WATER METER SEE SITE PLUMBING PLANS (NO MATCH LINE INDICATES STANDARD PAVING 35 TRASH COMPACTOR WLTH CONCRETE PAD IN BLDG.CONTRACT 51 RE,1.30-1 S1�E ND TIO COORDf� � 1T TY COME AN -- -- - - - _ _. _ I [t ry 'U uM RAWN PROJECT / 36 TRUCK LOADING 1 _ J l CATCH BASIN SEE SITE PLUMBING FLANS RE:,.o ,� �y i FIRE HYDRANT JMP 93540 NOT U0[0 20 REI t.N•20 CUR-3 AT PLANTER ISLAND ae 2.0-t - (41_ 1 - + - ! PARKING STALL OVERHANG 2'MIN.AT ISLAND SITE ACCESS 53 RE'1,6 1 RELOCATE FIRE HYDRANT HEAVY DUTY PAVING - SEE CIVIL PLANS CHECKS TB DATE 21 NOT Ux'D _ 05 NOT u-= __ -- -- - - e FIRE HYDRANT - SEE SITE PLUMBING PLANS - -- - - - ^I _ _.... ._....__. .3A E 1 - (NIC) PROVIDE J BOX AND CIRCUITS I 1 R , .JO 1 PYLON SIGN -- --- ------ - --- --- -._._ _J ®I WT UWD 2 RE't.te 22 CURB AT SIDEWALK OR PLANTER ® �T 115ED __ __ ___----- ___-- _-- - 1 --- --- ----------- . - - VAULT - SEE SITE PLUMBING PLANS - - - - SHEET TITLE CURB CAUTION WARNING (LOCATED AT ALL CURB SIDE SLOP OF RAMPS) 2� REI 1.16-23 CURB AT SIDEWALK - CURB AT PLANTER,SIM.CONDITION 3� PROPOSED SHOP BUILDING N.I.C. ® T 1 0 T PANS 0© RE 1.08-7 -,.. _,.. _._._---•-- -- -- - --_- --- -._---------- -- ♦ LIGHT OLE - SEE SITE ELECTRICAL L SITE PLAN P 1 24 .REI 11.00.24 BICYCLE RACK (IN SITE CONTRACT) COORDINATE W/ BUILDING CONTRACTOR ® RE,1.20.1 ' PROPOSED SHOP BUILD14 PAD LANDSCAPING AND IRRIGATION - IN SITE CONTRACT • ® BUILDING SET-0ACK � 0� RE11.OB @ FIRE LANE WARNING - PAINTED - - -�^ WORK IN BUILDING CONTRACT L Io GFEASE SEWER EE SITE PLUMBING PLANS n RE,1.00-e CONCRETE STAIRWAY RE:1.0-9 SITE PLUMBING PLANS 4 25 CURB AT ALBERTSONS (IN SITE CONTRACT) COORDINATE W/ BUILDING CONTRACTOR 41 RE,1.20 IRRIGATION CONTROLLER PER LANDSCAPE: PLANS. ®I LIMIT LINE OF WORK SEE LEGEND THIS SHEET FOR 0 METER S S REQ Lte z!, - ---- -- --. - CASEE 10 KI ION 1D CONCRETE STM 5 HANDRAIL,PER ADA STANDARDS 1 28 RE-1,08-171 PANT "STOP" SIGNAGE AND TYPICAL SITE ENTRY/EXIT REQUIRME.NTS 4® RE,1.0-1 WATER METER VAULT, SEE CIVIL PLANS - 4X8x1? MASONRY WALL (IN SITE CONTRACT) [I] SHEE f - _ _ _ _ _ _ _. __. _ _ 1 W TRANSFORMER SEE SITE ELECTRICAL PLANS f �� AE!1.0-i CURB AT ALBERTSONS (IN SITE CONTRACT)COORDINATE W/ BUILDING CONTRACTOR 4� RE-to-t SANITARY SEWER,SEE CIVIL PLANS ® REI .00-2 4xNx12 MASONRY SCREEN ALL _ y RELOCATE O RE11.00 tl CONCRETE RAMP - SLO�'E 1+12 MAX - -- ---- - - - ' - ' OCATE FIRE HYDRANT SEE SITE PLUMBING S iz - - - - _.�------ -- _ - - --- ---- - - -- ---...--- -- -- -_.__._.. _ __ G FLAN a BICYCLE PARKING RACKS (IN SITE CONTRACT)COORDINATE W1 BUILDING CON TRACTOR 00 12-RE11.00-12 CONCRETE CORNER RAMP - SLOPE 112 MAX C2NOTNOT lJSEO 4� RE 1.4-1 ME,1.0-3 BXBX10 CMU RETAINING OR SCREEN WALL STORM SEWER,SEE CIVIL PLAN9 __ -- ----______----_.___--.---._...____ ..- . _ - -__ _ ___._..- _.__-_ PANTED STRIPING (SITE/DISABLED ACCESS) PE SA2 13 d 17 - -- - -- , A,BERTSONS,AJACENT SIDEWALKS AND RAMPS (IN BUILDING CONTRACT) �Q 13 REI 1.00.12 CONCRETE RAMP TO CURB d ADJACENT HANDICAP PARKING SLOPE RAMP 112 MAX 2O REI 11.08.14 CONCRETE PEDESTRIAN SITE ACCESS 12X12 )DOLED PATTERN 14-1 CATCH BASIN - SEE TO CIVIL PLANS 2AA-1 -- _ _ - _-_-_____ _-___-_-.-_ 1 2 1l1 1 FOR S HATCH INDICATES BUILDING. CONTRACT 1 n A knit O - - _. - --- - -._.. - - -- -_ ----__ _ - --- - - --- - f j7A RE:1 0-116 5. C LIMIT OF BUILDING CONTRACT 1 • �A -------- -- -- - ---- -- - �(_Ll LJ - SINGLE 14 REI 1.00.14 CONCRETE WALKWAY. ®i�'1.00-40 CONCRETE SLAB AT LIGHT POLE ISLAND (REFER to CIVIL OWOSJ 4® RE'1.4.1 GREASE SEWER - SEE CIV DRAWINGS -_ - _-- -- _ SITE. PARCEL LINE 11011 ISD RE'i.00-10 ©1 I Wil-90-1 LANDSCAIPINU AND IRRIGATION RE; 0.1 21/111 DOMESTIC WATER LINE,TO 5' FROM BUILDING - SEE BUILDING AND CIVIL PLAINS �� I • L�-1 01STAILL LIGHT STANDARD ON CONCRETE BASE 1 _ -.-.- -- __. _- -- _ _- --- ---- ----- .__ ____.__ .-------- --- SITE GRADES ----- -_R --_. __... _ _ ANA SI _ _ - I®�REI T20-t PLANTER ANO IRRIGATION Q ILEI t!i -__ _. - 4 "--`- - -- � , BUILbINO ASR LOCATION. PROVIDE FIRE SERVICE TO 5 FROM BUILDING © REI i@*-* CMT CORRAL II SIIOPPINO CM SIGN (N.LC.) VIOED BY TENANT I SEE TO CIVIL PLANS ._ 14JU 1 SW Batt � '-ii' •a �q: °�/s_ • uws Rd. �. L' •1 0- t - ,,1, y,t`` •.tom, . ••m ,n g,ap �,�. _/��_ �Ie„ _ ._. a, � :_, - -..«.:: y. ...,.. .•�....,.. -�.� ....,......+..r- .. . .. , .ea�1N _._ ._...-.. ... �.,..___...,....,. _ _ d,11Y�W11�`:.:�;��.'�..''*.,•,��,.-......:�.:.:..r.«--...,-•..........-:..._-_... -- I ..i. ..YYW„- - 4a...,y.,t1_•,.w..•r►aru�AWn+iuiA1L .1+��4 .,.wW,.i.�'' A..a'' .. ... .Iw.•..� MIAII•AIi�Yv-.- - .,. �._aw,M.w ...ww..JIu,w.-.w•+.-.w+..�1,.�__ '.. .-._.... :._.. _, S LPS� IIF THIS.FGIRLF TIANMTNTSINOTATTON, 1 I '�I ISI lil I�T�II1 III III I I III III III VIII I III III I I III III III I I I�I 111 I�I I 1 TII 1�1 1�1 1 I III 1 1 III III III III t F TTf)�,I h I I I I I I I I I I I I I V I I I I III1311 _I AL � �L._.!�!._61 �-�_ ��1_!�_��_��-�--fib i - I �� 11114 _ _ _ _ _ �uGust fib,�4�9 IT IS DUF TO 1'11F' QUALITY OF �'��" TIIF. ORIGINAL. UOCUMFNT. TTT 7 bit; RTL BIL .IL 91L ■16 L B L 11[L I O�L 8111111-101111 Li I Rf 1 9i1 I�/i 1�l I Li I li I i I 8 I�I T9 I r I�� r I f171111; 111 (IIIIIIIII(III IIII�IIII IIIIIIIII�lllhl'IIIIII(III Iilllllll IIII�IIII IIII�IIII(III ILII ILII(III IIIIIIIII IIIIIII ILII(III ILII(IIIIIIIII(IIIIIIIII IIIIIIIII ILII(III ILII ILII ILII(III IIIIIIIII 1111 1111(III(III IIIIIIIII IIIIIIIII(III(III(III TNI III,(III ILII IIIII1111 I ` NOTE:ALL HANDICAP SIGNAGE SHALL COMPLY _ *01 WITH WITH - OR20-60 DOT AND OSSC,SECTION 1104.1 NOTE:ALL HANDICAP SIGNAGE SHALL COMPLY NOTE)ALL HANDICAP SIGNAGE SHALL COMFL Y 1 WITH OR20 fiD 00T AND OSSC,SECTION 1104.1 x r� 1' 0" X 1' ti" x 0.000" ALUMINUM WITH O.R.S. 447.233 ,p HANDICAPED PARKING SIGN. 1,_sn A PAINT (2) COATS I _� PARKING" WITH IDENTIFICATION y n J 4" WIDE J i ED STRIPES, SIGN TO READ "RESERVED TRAFFIC LINE YELLOW j LNETYE SATS TRAFFIC 5 �• SYMBOL AND "VIN ACCESSIBLE'' PORCELAIN ON STEEL Joy i 5N PAINT _ i WHERE APPLICABLE. NOTEIAL HANDICAP SIGNAGE SHALL. COMPLY REFLECTORIZED SIGN, I BOLT TO STEEL TUBE WITH ',/z,. WITH - OR20 60 DOT AND OSSC,SECTION 1104.1 BOLTED TO UNISTRUT I I 3 CADMIUM PLATED SOLTS,NUTS, I ` 5,,,0" 141 1' o" X 1' 8" X U.D80" Al UMINUM 1 A10 WASHERS. GALV.STI_ UNISTRUT,BOLTED I I o • io I -� INN SIGN TO READ "RESERVED APED PARKING SIGN. IN GALV.PIPE SLEEVE IN CONE. FTG 11 �' PARKING" WITH IDENTIFICATION __ _ � C u � I 2" K 2" X .160" STEEL TUBE w I 1 EXTEND INTO CONCRETE FILLED II__ SYMBOL AND "VAN ACCESSIBLE" I i � REVISIONS _ _I PIPE 2' 0".PROVIDE WELDED I_� WHERE APPLICABLE. - --�---- ---- -- -- -_... --- ---- � .. 1 I WATERTIGHT CAP. BOLT TO S1EEL TUBE WITH B" DIAIALELEO STANDARD STEEL CADMIUM PLATE4 BOLTS,NUTS, I 11r j I AND WASHERS. NOTE SIGN TO APPEAR AT EACH I ENTRANCE TO QFF STREET PARKING ' �J-0 •P PROVIDE DOMED CEMENT WASH CAP, WITH LETTERING NOT LESS THAN FIN. A - I ' " IN HEIGHT STATING: GRADE N PAVING r . CONC.WALK D -111 N PAINT PIPE (2)COATS TRAFFIC YELLOW. 3 1' UNAUTHORIZED VEHICLES NOT t Tj Fo ' //t ISPLAYING DISTINGUISHING i IiN4 I I I UNI!STROUTGSEI IN CONIC ISSUED FOR PHYSICPLACARDS OR ALLY PLATES I I W. !I' J h% FTG.SLEEVED i BOL TED DISABLED PERSONS MAY I ' 1' 6" DIWETER CONCRETE BASE ---- --- - NOTE:THIS DETAIL IS BE TOWED AWAY AT OWNERS -- R•1' 4/z' FOR SIGNS LOCATED IN EXPENSE. TOWED VEHICLES �` WHERE SIGN IS LOCATED IN �--QI< ' WALKS OR BEHIND CURBS MAY BE RECLAIMED Al r (NOTE OR BY TELEPHONING M PAINT (2) COA15 8" .� --- - - - - \ I PLANTER AREA,USE X 2" TUBE STEEL B" DIA TRAFFIC LINE YELLOW i• - L FULL LENGTH AND Scl IN CONCRETE PLANT - €v FULL MEN.BELOW :RARE. PER CA.DEPT. OF MOTOR VEHICLE J" WICE PAINTED STRIPES CODE 22511.8 5' 9" PAINT (2) COATS HANDICAb P_6 , ---' - -- BLUE 1 DIRECTIONAL NARROW DIRECTIONAL ARROW HANDICAP PARKING SYMBOL HANDICAP PARKING SIGN HANDICAP STALL SIGN HANDICAP NOTICE SIGN ---- 1,-1, 0„ 1'-1'-0" V-1-D" 11-1 -01, 11-11-01, 11-11-01, RE: LOA-1 2 RF: I OA-1 3 RE: 1.DA-1 1 RE 1.OA-1 Vv RE; 1.OA 1 6 RE 1.OA-1 I NOTES 1. TTRRCADS�--�11" AWN.W�/RISER--7"TMA�X. J. pp,3 U��ECP/PH RRLMC ALkSIANNOD�LpOLM€pECEiJEEASHETAVyY BROOM FINISH Of WF PLACED T�T TNOT tAORSTAR SHALL BE MAA�!^jTaRT Li FROM , PAINT 3" HIGH STENCILED LETTERS 0 TOP OF CURD `,VITH / MTV' ` TME gTEP pF LANpI G r ' 1/4"$ STEEL PIPE HANDRAIL 2 COATS OF HIGHWAY WHITE PAINT,SEE SITE PLAN / SH TBE �F ►1ATEfHAI THAT IS A� I E i �5 ` __ ,r • SLIP-RESISTANT AS THE TREADS OF TILE STAR. „ 4. UNDERSIDE OF NOSINGS SHALL NOT BE ABRUPT. Np01'E' 5.RADIUS OF CURVATUR AT LEADING TREAD EDGE. CONCRETE STAIRS,SEE �: CONCRETE CURBS ADJACENT CONCRETE CURB PAINT TOP L FACE OF :ONC. CURB / SHALL NOT EXCEED RE:DETAIL 9 2 COATS OF' "HIGHWAY RFD" PANT /\'\ /" 6.RISERS SHALL BE S OPED OR UNDERSIDE OF NOSING _ TO RAMPS ARE APART OF OSAW 1,V4 AN A��E NV lj2J I IAN 10'. I 6" Rte• r � CU B WARNING, �V / 7.NOSINGS SHALL PROJECT NO MORE THAN 11/2". iN THE SITE CONTRACT CURB WARNING, G B.PRIME 6. 2 COATS OF PAINT ON ALL EXPOSED METAL. A I 3" HIGH STENCILED LETTERS RE:CIVIL �__ n ,4 0r25' G" INTERVALS ON �/ Z TREAD p' O RAMP SLOPE CONCRETE WALK P, 4URpFACF O TOS OF G ADJACENT • WICTH x KR 1 '� �3 1:10 MAX. pHA S �� I FINISH 1„ MAX,,,. 2„ r, /--�- ♦ ti `• �" W , P. K y/ MIN. !' . P ' WARPING STRIPS . / � S- G GpP� P CONTRASTING 1" RAD. . • �- MONOLITHIC n f 12"f A NON SUP SURFACE '/ Af FACH STEP �' SLAB ...' i Nj �'�/"". RAMP SLOPE >•• V p �� \� I • ,� ' • I % :. n WALL IM S FAIRWAY PLAN. p: c3 \ . (•E �L ..4 0 18"O.C.MAX. - 1 RE:1.00-2i ,' i 1:10 MAX. G P •3 0 NOSING �' • EACH WAY,CENTER FINI$}I SURRtt ACE �' IN SLAB R' Itt SLOPE ,.I11S MAX. .4•''• � •. 1 /4"� STAINLESS STEEL PIPE HANDRAIL / CONC. CURB PANT TOP 11, FACE �. • I 1:15 MAX. OPE (� CONC.OR AC.PAYING `� OF CURB WITH TWO COATS Of RE:CIVIL \ _ .. MFG'R TO PROVIDE WALL MOUNTING . Q. R44P SLOPE --' 1 / RAMP AS OCCURES 1 R HIGHWAY RED" PAINT ADJACENT '(8„ :. 0 4'0.C.MAX. - REDHEAD TO MASONRY �`-�0•� f� 1110 MAX. RAMP SLOPE FINISH ��;- r PER MFG'R RECOMMENDATIONS 1;10 MAX. O 1 NOTE CURB WARNING, (p •4 HAIR GUARD/HANDRAIL,SEE AAIL FASTENING DETAIL RE: 1.08-7 6� �L. RE::DLTAJL 10 CAUTION CURB FIRE LANE WARNING CONCRETE STAIRWAY CONCRETE STAIRS CURB RAMP NOT TO CURB RAMP N.T.S. /e" - 1'-0" v.1-O' 1"-1'-G' 11 NOTTOSCALE 12 RE: I.OA-1SCALE • 7RE: _1 8RE:1.OA-1 9 RE: 1.CA-1 1O RE: 1.GA-11.0A • co LIGHT POLE / 20'-0" 20'-0" �e' L LIGHT POLE TO HAVE METALIC 3� VMI ACCESSABLE 1,-0,1 CONCRETE CURD CU' CONE. FULL DEPTH,LOCATED 0 BASE RESISTANT AND OVERR UT ENDER HANDICAP SIGN `�1y RE;DETAIL 4 `;'-0" O.C.FROM CONTROL. RAMP,RE: 108 11 WALKWAY DINTS OVER BASE ASSEMBLY CURB WARNING, A DISABLED STALL /e''R I)ITUMINCUS STRIP- L T" CHAMFER I� RE:1.OB-7 SIGN TYP. • Nr RE:DEI AIL 5 CONC.CURB OR SLAB ANCHOR BOL'S AS REO'D F 4 EXPANSION JOINT s� BY LIGHT POLE MFR. a` CONC.CURB , II / j SEE CIVIL PLANS N I•a I t., CONCRETE BASE FORM W/ SONOTUBE. *� � f` + (d N►. METAL )ROWEL JOINT " , _ I d-`' SACK FINISH EXPOSED SURFACES. j /\ ` y 0 LOCATED 0 5'-0" O.C. -{ �F to _ '� CL CONC.CURB RAMP .' FROM EXPANSION JOINTS - W/ 1:12 MAX.SLOPE I- in o 0 1:8 MAX.SIDES I "R-° ' ' " < CONE.SLAB.CURB -1 C HEAVY BROOM /I OR GUTTER - I I ALINE OF AS�'H 01.T W FINISH (TYP.) ; � � H OR LANDSCAPING .' .%/�/ C C \ \ 4" WIDE PAINTED J (6) •5 3ARS VERT. I •� ro „ , . (� PARKING STRIPE S: 5'-0 5' 0" I �. HANDICAP IDENTIFICATION ( 2-COATS OF YELLOW �- 'r - 1 •3 TIES AT 18" O.C. - ti _? OI)_ i ' I SYMBOL PER LOCAL (D E.J 10 0•.. 10'.0 J. W �� II, JURISDICTION,RE:DET. 3 ?� 14- �ll Iltlr� 0 d� o /�1 HANDICAP SIGN (DOUBLE SIDED) NOTES: �� s' RE:DETAIL 4 (J. DISABLED �.d• E. 4�:al. PAIN)' EXPOSED SURFACES OF POLE BASE SYMBOL TYP. I I (2) COATS TRAFFIC LINE YELLOW. \-' RE:DETAIL 3 _ { LJ-� VERIFY LOCATION OF UNDERGROUND /,_ y � 4" WIDE STRIPING PAINT '_ „ i.'�0" ------ -- �-- I UTILITIES BEFORE DRILLING FOR ¢4- -' 4" WIDE PAINTED CONCRETE BASE. ✓ (2) COATS TRAFFIC LINE PARKING STRIPES: JOINT PLAN o �-- CONC.CURB YELLOW PAINT 2-COATS OF YELLOW - (WHERE OCCURS) - AT DISABLED w STALL ONLY � � DIA. � � ( RAMP TO CURB JOINTS Q SIDEWALK LIGHT POLE BASE DELETED 17RE:HANDICAPPED PARKING 18 DELETED 1 � RE: 1.OA 1 1 4 RE:1.OA-14 1.00-16,2 1 5 RE: 1.OA-1 1 6 RE: I r VERIFY WITH MFR. / PROVIDE 5 LOOP,MIN, 1 5/e" DIA. con HOT DIPPED GALVANIZED L SERPENTINE TYPE BIKE RACK. i SUBMIT PRODUCT DATA TO 6- ARCHITECT F'OR APPROVAI. PRIOR TO FORMING FOUNDATION 4. (PROVIDED By SITE CONTRACTOR) a IMBED PIPES AS PFR MFR.RECOMMENDATIONS II CONCRETE SIDEWALK C ON BUILDING CONTRACT) U ryryca NOTE) SUBMITTAL DATE(S) V-6" PLACE RACK MIN.24" AWAY FROM OWNER / AGENCY ola � D)A. 'ADJACENT BUILDING SURFACE ��/22/9C7 COORDINATE INSTALLATION PRIOR POURING OF BUILDING SLAB W/ BUILDING CONTRACTOR DELETED DELETED DELETI=D DELETED DELETED ill BICYCLE RACK N.T.S. N.T. N.T.S. N.T.S. 2 3 RETS' 2 4 RE 1 0-01 d 2.1A 1 6 1.OA-1 19 RE. 20RE: 21 RE: 22 Rf 2'-0" PAINTEDGRED8W/ i" WHITE PAINTED BORDER AND 1"X8%" O WHITE PAINTED LETTERS DIRECTIONAL ARROW, 48" HIGH HELVETICA 6'' WIDE STRIPE STOP SIGN ON �? D RE:DETAIL 1 MED. 2-COATS 2-COATS HIGHWAY POLE AS OCCURS iv HIGHWAY WHITE WHITE PER PLAN,RE:DETAIL 25 < USE GALVANIZED BOLTS - RADIUS FINISH GRAD: bOLLD EDGE 1' U" OR AS REO'D� E0. EQ. EQ. E0. 6" CONE, SIDEWAIK EXPANSION JOINT - - BY LOCAL CODE / 2" GAL V.STEEL PIPE W/6 x 6 W1.4 x RAWN PROJECT WIA W.W.F. SET IN CONCRETE - l 2X4 REDWOOD CON( N L ROUNDED CONE.CM 6" CONCRETE SLAB a PAVING,SEE CIVIL PLANS JMP 93540 ( PAINT TWO COATS TRAFFIC YELLOW PEDESTRIAN WALKWAY CHECKED OTB DATE k it rI ;4 " STANDARD STEEL PIPE FILLED NLS PDto o W/CONC. .y LINE OF PLANTER I \ I j I CEMENT WASH SLOPED 1" ABOVE PAVING •� 1' SHEET TITLE DISABLED NOTICE S GN ( I, I 3„ -- �! OR ASPHALT POLE AS OCCURS FINISH PAVING (BY OTHERS) PER PLAN,RE: DETAIL 6 A.0 THICKENED EVING I T -.III( h 18" ASPHALT II x AISLE N -N.T.S. b I I SITE DETAIL Q CONC. CURB SEE �l_ C. (� I 2' 0" !0 CONE. FOUNDATION NOTES:. T, -F SA1 G CIVIL PLANS C.AVING 6 BASE A 1� 1,PROVIDE EXPANSION JOINTS AT 25'O.C.MAX. AND AT CONC. CURB, CURVES, 1 ANGENTS,AND CORNERS. RE: 1.16-2.5 •z DIRECTIONAL ARR:W, 2. CONCRETE WALKWAY TO REST ON COMPACTED FILL. SHEET Ln RE: DETAIL 2 1X2 REDWOOD STAKES NOTE: VERIFY LOCATION OF UNDERGROUND (OPPOSITE WHERE OCCURS) AT 36" O.C. 6 0 UTILITIES BEFORE DRILLING FOR CONE. 3.SACK FINISH EXPOSED SURFACES. �� j END OF EACH SPLICE pu - . FOUNDATION. ALL. PIPE BUMPERS ON 1.0-1 thm e(/t„ NOTE:SEE ;A1 FOR ACTUAL CONDITION (I ARE PART OF BUII.DING WORK. 4. TOOL JOINT 12" X12" PATTERN, TYP. RE: 1.08 14 SIM. MIN' AND PROVIDE. DIRECTIONAL ARROWS, SIGNAGE AND STRIPING ACCORDINGA.I_Y. 0 B 25TRAFFIC CONTROL SIGN TRAFFIC CONTROL SIGN PLM 7 IjEDWOOD HEADER 2 Q PIPE1BUMPER 2 (] PEDESTRIAN SITE ACCESS •26 RE�1 OA 1 1.08 1,2,6 4 25 2 / 1,, 1 OA 1 V " . 1' O" �:J RE! I1'-0" RF.:i.OA-1 i 1.08728 0057 n�w Harrows Nd. q f• dM In,. .oar ,n , .... - _- - ......�.�......�_....- - ' J1 n? -,-. • - ,. :. ,y;,+�• ... ;.. •'y�',�` "w .•.ibswiJlr.4�:,,. _ �.wr+..'Y,. .t.,r.� ,l,.e-.�.:. ..-a+c.._.a... ... -.. .__, ._. ..-_.._r.rw.w,•...r�:,:..:,. ._. r.itl1.�• . . rr�MY,...ay,N`.....,;LJeC��. IF THIS DOCUMENT 15 LESS I l I 1111'111 III III III t t III III III, III IIT I�1 III 111 111 III III 111,111 III III 111 III III III 1411 I�I�III III III 1 1 TI1 1�1 111 1 1 III III Illlill III III III I I �'f' / ! LFGI6LR THAN THIS NOTATION, sel l.. IT IS DUE. TO THF. QUALITY OF �I l �,LSrr' THE ORIGINAL. DOCUMFINT, tt -�S- Ip�L 91L ILL E 61L C I R I t C ( I 0 t B t I L i I i 14�T 11�t 1 6 T I L L L T i I T I 8 I I L I �0 I 9 �IIII)III)IIIIIIII�IIII)III LII IIII�IIII IIII�IIII IIII�IIII II11�1111)III)III)III)III)III)III III)III IIIIIIIII)III)III)III)III)III)III)III)III ull)III n11 Inl nn int uu all)III)III)III)III)III Im nn lul lul nlllnn nn AHI Hu nn nu AHI HII nldulll 110'-0 SITE PECcESTMAN S I REF 1 CURB,RE:CIVIL DRAWINGS CONCRETE SIDEWALK,RE:CIVIL ORAWNGS CHAMFER.TYP, / r: ENTRANCE C) fa PANT CONCRETE 3RE: tOC-3 ---------------------- ----------------------------- REVISIONS MASONRY BRICK PAVERS, 9 FINISH GRADE VARIES G)INSTALL PER MFG'R REQUIRMENTS SITE SETBACK,RE;CIVIL DRAWINGS RE: I.00 3 V RE: 1.5-1 >\ 'V EXP (2) 04 C(NT.BAR ANSION JOINT / ` ` \ I /^\\ BACKER ROD 6 SEALANT 1" RADIUS CORNER 41 1�)Mff_ONRY BRICK PAVERS, EXPANSION/CONTRACTION INSTALL PER MFC'R RFQUIRMENPS % RE; �.00-3 JOINT, TYP.RE�1.08-14 EXPANSION JONYT TYP.RE;1.08-14 EXPANSION CAST IN PLACE CONCRETE I FINISH GRADE VARIES JOINT. TYP. __P WALL AND BENCH SEATING RE: 1.5-116 1.20 1 RE'1.08-14 LANDSCAPE FEATURE SEATING E 1 4" CONCRETE SLAB W/ SE STRUCTURAL DING'S AREA AND WALKWAY, FOR WALL FOUNDATION GxG W1.4 X W1.4 W.W.F. RE 2 RE: I.OA-1 0A I EXPANSION t ANDSCAPE FEATURE f A� JOINT, TYP. AREA AND WALKWAY, RE:1.Ob 14 RE; I.OA-I GRAVEL SUB-GRADE RE:SOILS REPORT6. b OMASONRY BRICK 2' 6 SIDEWALK EDGE MIN. 4" CONC.SLAB W/ b 6 W1.4 X W1.4 W.W.F. NQTL; --____I SEE COLOR (2) *4 CONT, BAR CODE SCHEDULE 9 4 ONCRETE WALL SEATIC RE,l.00 3 ----- ----- 35.45' 4 locll P 5'. • C3 114.25:� ry .41 " MASONRY 9RKX PAVERS, INSTALL PEk MF0'R REQUIRMENTS II II -3 MASONRY CONCRETE WALL & REl 1.0EBRICK SEATING.RE: I.00_4 08 PAVERS I II EXPANSION/CONTRACTION JOINT,TYP.RE,1.09-14 MASONRY CDBRICK 5 PAVERS (1) 94 CONT.BAR MASONRY / II ` BRICK EXPANSION PAVERS I II 0 FINISH SLAB VARIES dh JOINT.TYP. x RE:l.b-1 FINISH GRAVE VARIES RE, 09-4 1. KIL, _ A SEE COLOR BRICKMASONRY 5 %7RE,1.5-1 MV CODE SCHEDULE PAVERS 26- RE:1.00-3 EXTENr THICKEND SLAB II I I II GRAVEL SUB GRADE EDGE 6 SIM.CONDITION OR WHERE NECESSARY RE:SOILS REPORT 6'' b" L 4" CONC.SLAB W1 6 X 6 W1.4 X W1.4 W.W.F. SEE COLOR CODE SCHEDUtl II I II RE! 1,0C-3 IIII iI II IIII 5ALKWAY PAVERI II II I I II RE; I.00-I ca II I I II PRE-CAST CONCRETE II WALL COLUMN CAPITOL, RE: ,STRIICI URAL DWG'S II v i II 2'-4 STANDARD CONCRETE CHAMFER. TYP. WALKWAY,RE:1.OA-1 OMASnNRY CAP, 0 RE'LOC-3 Pow cl) CAST IN PLACE CONCRETE I I . .. I I `l` .. . 11 L WALL COLUMN BASE, 9' SPLIT FACE CMU RE, REM Mw 03 WALL COLUMN, UMD IDA I T I jqe COLOR MATERIAL SCHEDULE ENLARGED FEATURE RE, 'AMUJOD J_AW 1..1,-0,. Ll� I I SITE :3FI SEATING AREA PLAN 3 RE: I.DS-1 16 2 1/8 LEFT PEDESTRIAN REi I.OA-1 II ENTRANCE MASONRY 8M 1/2" CHAMFER.TYP. RE,toc-3 I IIEXPANSION MASONRY BRICK, COLORS TO BE SELECTED BY ARCHITECT FROM MANUFACTURER'S I II JOINT, TYP. ORE:i.00-3 STANDARD COLORS, ANY SUBSTITUTIONS MUST BE APPROVED BY RE: 1.08-14 Cnlo THE ARCHITECT AND BY THE DEVELOPER. I II NOTE,ANY PROPOSED SUBSTITUTIONS MUST HAVE THE APPROVAL OF if THE ARCHITECT OR OWNER. CONCRETE "kSONRY UNITS (TYPES) WATERPROOFED III PAINTED SEE COLOR CODE SCHEDULE BELOW) SPLIT FACE BLOCK (SEE PROJECT MANUAL SPECIFICATION',) U.r L DOCK SEALS,RE. PROVIDE SM001H FACE BLOCK 16" BEYOND EDGE OF 2 OPENING HEAD AND JAMBS. JE CONCRETE 7-0" R WATERPROOFED III PAINTED FIN:SH SLAB VARIE (SEE COLOR CODE SCHEDULE BELOW) RE: 1.5-1 v \1 (SEE PROJECT MANUAL SPECIFICATIONS) 2'-4" FINISH SLAB VARTES d% RE:1.5-1 IV 0 ham, MASONRY BRICK - MUTUAL. MATERIA-S WATERPROOFED CASI IN PLACE CONCRETE SEE COLOR PHONE:503/650-2939 > BERT de HAAN (SEE PROJECT MANUAL SPECIFICATIONS) ASE AND WALL COLUMN B ;CODE SCHEDULE CONTACT MANUFACTURER FOR ORDERING: REt I.DC-3 alternate:INTERSTATE BRICK SOME ITEMS HAVE A LEAD TIME CONCRETE FOUNDATION PHONE:503/692-0150 > KEVAN GAR RE: A. x COLOR CODE SCHEDULE 104 @) RE:I.OA-i& 1.08-1 THRU 30 MUTUAL TUA MATERIALS - MASONRY BRICK - MISSION 'INCA' - 4XBX12 STRUCTURAL BRICK uJ ?CREEN WALL alts INTLERSTATE BRICK - MASONRY BRICK - MOUNTAIN RED - 4XBX16 STRUCTURAL BRICK CL 2 COLOR TO MATCH MILLER 'NUTMEG DUST'NO, 7761 W 52" HIGH WALL COLUMN. L_ 4" 1.0" RE;1OC-7 SIM. 6RF: 1.OA-1 III 1.0C 2 &BERTSONS A 3 COLOR TO MATCH MILLER 'SAFARI TAN'NO. 7754 M 4�j a 4 COLOR TO MATCH MILLER 'TAIGA'NO.8346 N ------------- ----------- NOTES 5 MUTUAL MATERIALS MASONRY PAVERS - MISSION 'INCA' - 2X4X8 PAVERS VERIFY GRADE CONDITIONS PRIOR c 6 COLOR TO MATCH MILLER ADJACENT COLOR TO CONSTRUCTION. THE NUMBER OF C RISERS III RUNS MAY VERY.NOTIFY Ay 7 COLOR TO MATCH TRAFFIC YELLOW THE ARCHITECT IF ADVERSE 4 CONDITIONS OCCUR. O MUTUAL MATERIALS MASONRY PAVERS - MISSION 'INCA' - 2X6X5 PAVERSRE:1.5-1 FOR N ADDITIONAL INFORMATION FEATURE LIGHTING RE:l 30-1 O MUTUAL MATERIALS MASONRY CAP MISSION 'WHEAT'WALL CAP 02 MOUNT PER MANUFACTURERS EXPANSION/CONTRACT'"' 7-- - SPECIFICATIONS JOINT, TYP.RE:I.OB-14 SUBMITTAL DATES)l 4'' -CAST CONCRETE OWNER AGENCY PRF CHAMFER. TYP. z HANDRAIL EACH SIDE, O WALL COLUMN CAPITOL, V)� RE: (n 3 %L 2 z TYP.RE:1.09-10 11/22/96 A. w w 000 PEDESTRIAN ACCESS CONCRETE STAIRWAY, RE:1.0131-9 111 10 O MASONRY CAP, E: RE,1.00-3 42" HIGH MASONRY WALL,GUARDRAIL,RE:10C-6 SIM. O SPLIT FACE *CMU ww rn cr WALL COLUMN, z REi 0 cc i4 uj cr --,SPLIT FACE CMU Ir 3 WALL COLUMN, t I,w RE: WALL COLUMN, RE:1OC-7C MASONRY BRICK, MASONRY BRICK, U-1 RE:I.00-3 1.0C-7C ORE: OC-3MASONRY SCREEN WALL, �n (r RE: 10C-6 it 7 IL CAST IN PLACE CONCRETE _j RAWN PROJECT 03 WALL COLUMN BASE, RE *4 IL 4 imp 9 540 : F j . I *4 1.00-7A CHECKED 678 DA NLS TEj -------- SHEET TITLE (n E 2 ------- ----------- 7._6 2. j EXPANSION JOINT, TYP. FINISH SLAB VARIES 2--0" 15-4 RE: 1.OB-14 S Lb RE*1.5-1 FINISH SLAB VARIES -- -------- ----4---------- 2'-4" RE!1. --- ----------------------------- nm u /A,N\IV /7 CAST IN PLACE CONCRETE PEDESTRIAN ACCESS 0 an WALL COLUMN BASE AND CONCRETE IOUNIIATION, SEE COLOR CONCRETE WALKWAY RE: tijCODE SCHEDULE In r REt I,OC-3 W &rz MONT m -______, L______ ENLARGED STAIRWAY REAR NMI CSC j/8,,-v n,, &L COLUMN ENTRY 2RE! 1�0A-I 1-01. Lt" 7 I.OA-1 III 1.00-2 lw Harrows Rd. 14100 S IL 1,,126 0 �Q -A IF nw; DOCUMENT I� LFS� TT1111pillil IjIjIII jlpji�j.yjTj-irTji�jIli III I liplillpililill III I Jill 11111111 LF TRLF THAN THIS NOTATION, It 1S DU F TO TIIF QUALITY OF N0.36 W�.,- TIIF ORIGINAL DOCUMENT. t I t SP VIII IIII�IIII IIII�IIII ILII ILII ILII Sill ILII ILII IIII�IIII INI�IIg IIII�IIII IIII�IIIIIIIII�IIII IIII�IIII IIII�IIII IIII�IIII Illl�lilgl illl�llll ilu�nulllll�nlililllllnt tlllllul lllllll 1 i 'fit =� 'Ss YhT'• ;}- .r a'••fM�•!N Y "'3"�. ril'MF""rf; .I• .""�"•_ , r t.,• "`+F'..`',f!'," . „ ,�:,. *nr A1rA•,.wr.l,. ,. � ;. '+1'r3`R �e'�4"•Wa•• '+,�.ffr�- Imo..f. r_ ,.,: ,. , ..C,.:�m,ra�,,> - �i,.•. ;.... .,r.•.•�M.- .,._ ..,;r.•+- .. ..• _ -"..> � �r 'Y%'"lr 'At�'�'PMr. � A` �'' '•,M�!t':.�' "Y.,,M M'4r+• ._,.'r � Y•.+t.,�y;► :•r',i ,•,ra.w+!" "AMS• r•n " •r:-w�..•F .,r.r+•... +...*,• �, „4 .._�.• �,.., NOTES.- LEGAL DESCRIPTIJN UTILITY STATEMENT.' SPECIAL EXCEPTIONS EASEMENTS): ---�--- I LAND LOCATED IN THE N W 1/4 OF SECTION 4, TOWNSHP 2 SOUTH, RANCE LOT 65, CASTLE HILL, IN THE CTY OF )TIGARD, COUNTY OF WASHINGTON, AND THE UNDERGROUND UIIIIIfS SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY 5 AN EASEMENT CREAiFO BY INSTRUMENT. INCLUDING THE TERMS AND 1 NESt, OLLAMETTE MERIDIAN, CITY OF TIGARD, WASHINGTON COUNTY, STATE OF OREGON. INFORMATION AND EXISTING DRAWINGS THE SURVEYOR MAKES NO GUARANTEE PROVISIONS THEREOF: RECORDED. DECEMBER 27, 11055 IN 80011 37', PAGF OED OREGON AND BEINC ALL OF LOT 65 OF 'CASTLE HILL' PLAT, SAID THAT THE UNOERGROVIVD UTILITIES SHOWN COMPRISE ALL. SUCH UTILITIES IN THE 7I. FAVOR OF. PORTLAND GAS AND COKE COMPANY, A CO`WPrRATION, cOR. PLAT RECORDED IN PLA/ BOOK 61. PAGES JI-36 OF WASHINGTON COUNTY CONTAINS: 7195 .CRES. AREA, EITHER IN SERWCf OR ABANDONED. THE SURVEYOR FURTHER DOES NOi SURVEY RECORDS. PIPELINE'; AFFECTS THE SOI 1HFR/Y AND WESTERLY PORTION WAYT THE RO \ SCAyq .^ANT THAUNDERGROUND UTILITIWN ES SHOARE IN THE EXACT LOCATION INDICA'FO ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY 6. AN EASEMENT CR£AIED BY INSTRUMENT, INCLUDING tHE TERA45 AND 2 IELD DATA WAS GATHERED ACTNEEN t0,r?5/93 TO 10/1'j 93 AND 12;?0 94 AS POSSIBLi FROM INFORMATION AVAILABLE. THE SURVEYOR HAS Nor PROVISIONS THEREOF; RECORDED. MARCH 9, 1962 IN BOOK 458, PA6t 546, TO 7/6/95. UPDATED ON 8/10106. PHYSICALLY LOCATED THE UNDERGROUND UTILITIES- FAVOR OF: SOUTHERN PACIFIC PIPELINES, INC. A CORPORATION, IOR. PIPfJNES AFFECTS: THE NORTHWESTERLY PORTION. S AA SIS OF BEARINGS IS 'CASTLE HILI' SUBDIVISION, PLAT 600< 82. SITE S N 11ENlOR LN.-� PAGES 31-36 OF WASHINGTON COUNTY SLlRVfY RECORDS SAID EASEMENT WAS ASSIGNED TO SOUTHERN PACIFIC PIPE LUESS W. SCROLLS FERRY R0 1 CONTOURS AND ELEVATIONS SHOWN ARE REFERENCED /U WASHINGTON COUNTY . PARTNERSHIP, L P. A DELAWARE LIMITED PARTNERSHIP; RECORDED �' \ �� _ IIIfJ , BENCHMARK $640, 4 BRASS DISK FOUND Al THE DEAD END OF TERN StRfEi B8-55571, °' OF II DECEMBER 141988 AS FEE NO ., OFF IJ5TH AVENUE', E-EVATION - 294.42 FEfi. 7. EASEMENT RIGHTS CLAIMED BY NORTHNESI NATURAL GAS AS DISCLOSED BY 5W, NOR i"EFW DR UTILITY AGENCIES LETTER oT INQUIRY N dI g 5 TITLE REPORT EXCEPTIONS ARE FROM FIRST AMERICAN OAf INSURANCF COMPANY OF OREI;ON PRELIMINARY TITLE REPORT, ORDER N0. 744869, NORTHWEST NATURAL GAS 120-2475 8, AN EASEMENT CREATED BY INSTRUMENT, INCLUDING W TERMS AND JRD SUPPLEMENTAL REPORT, DATED JULY 19, 1996 SANTA FE PIPE LINE 224-3390 PROVISIONS THEREOF; RECORDED: MARCH 29, 1963 IN BOOK 483, PAGE 1r 6 PLAT PREPARED AY W4s+ PACIFIC, 8405 S.W NIMBUS AVENUE, BEAVER]ON, PORTLAND GENERAL ELECTRIC 64J-5454 451, FAVOR OF PORTLAND GENERAL LLECTRIC COMPANY, AN OREGON T� 1`,. 1� OREGON 97008-7120, Tfl (503) 626-0455 CIE 649.2168 CORPORATION, FOR- ELECTRIC POWER TRANSMISSION LINES,, AFFECTS: LOT S W. 5TARDUS I LN COLUMBIA CABLE 641-485' 65 - REFER TO PLAT FOR EXACT LOCATION. TIGARD WATER DISTRICT 639- 1554 THIS SITE APPEARS TO of IN ZONE' 'C', AREAS OF MINIMA, FLOLKnNG UNIFIED S1*ERACE DISTRICT 648--8621 10 EASEMENT AS SHOWN ON THE RECORDED PLAT/PARATION, FOR STORM SEE FLOOD INSLRANCE RATE MAP FOR COMMUNITY 410140 PANEL NUMBER DRAINAGE; AFFECTS: SEE PLAT FOR EXACT LOCATION. 00060, MAP REVISED FEBRUARY 4, 1987 AND ADJOINING CITY OF TIGARD i MAPS. 11 EASEMENTS ON THE RECORDED PLAT/PARiITION AS FOLLOWS: 'AN LIGHT- 8 SITE IS IN CITY OF TIGARD C-C (CGMMUNIiY COMMERCIAL) ZONING ONE CALL SYSTEM 14L-6699 FOOF-WIDE PUBLIC UTILITY EASEMENT IS HEREBY CREATED WITHIN EACH / / (UTILITIES SYSTEM CENTER) 101 IN THIS PLAT AND IT SHALL ABU THE FULL LENGiN OF [ACh 10 T'S LISTRICT FRONTAGE A;.ONG ANY PUBLIC 5tRfEI' 'M I: ZONA! REQUIREMENTS AS REVISED J/17/9J. VICINITY MAP A THE MINIMUM LOT SIZE SHAL. BE 5,000 SQUARE /'FET, NO SCALF. B. THE MINMUM LOT NTD rH SHALL BE 50 FEET, C EXCLPT AS OTHERWISE PROVIDED IN CHAPTER 18.9F AND SECTION ISAOMIJA THE MINIMUM SETBACK REQUIREMENTS ARE AS FOLLOWS.- - Oi1L,OW5:- NO FRQvT YARD SETBACK SHAH Of REQUIRED. EXCEPT A 20 FOOT FRONT YARD SETBACK SMALL APPLY WITHIN 50 FFFT OF A RESIDENTIAL DIS TRIC r r] l - NO CORNER YARD SETBACK SHALL BE REQUIRED; HOWEVER, iNE ,�� CAUTION; S. W SCHOLL•S FERRY ROAD ra I PROVISIONS OF CHAPTER 1810? (VISION CLEARANCE) MUST BE _-.— - HIGH PRESSURE GAS AND PEiROLEUM LINE ry ° o r=� sATISFIEo! v- - _ - - - , cr (CO, RD, NO. 812) a n - NO SIDE YARD SETBACK SHALL BE REQUIRED EXCEPT A 20 FOOT v $ S�} > >- BUILDINC SETBACK SHALL 8E REQUIRED FROM A RESIDENTIAL (R,C,W 62-FEET WIDE) J� z 70HING DISTRICT, ANDDz w - NO REAR YARD SETBACK QHAU BE REQUIRED EXCEPT A 20 FOOT �` �R w) i g SETBACK SHALL BE REQUIRED FROM A RESIDENTIAL AlOW40 3 (� N ` q►y ►q A 11 �i IY DISTRICT, AND �e ►� I! b1 Ory M1 1� M1 � M1y Arlf'., - ALL BUILDING SEPARATIONS SHALL MEET UNIFORM BUILDING v 4 CODE REQUIREMENTS. D. NO BUILDING IN THE C-C ZONING DISTRICT SHALL EXCEED JS FEET g. �M1 a 5. g. ► ty ► �► h' 0� h' S IN "EIGHT; E. y►. 'ti t _ M1!y' E• ' I ✓) LLJ f. THE MAXIMUM SITE COVfRAGf SHALL BE 80 PERCENT INCLUDING AIL £ M1 �Q �4 4 , 1�1 ��1'-V- bR. �Q • `� 7 Q 1'1 ------ M1'y -j I r 1 BUILDINGS AND IMPERVIOUS SURFACES; AND 1y - Q' hM1 ry� ! y M1 M1 , ll IJ LTJ F THE MINIMUM LANDSCAPED AREA REQUIREMENT SHALL PERCENT -- .' ,. -- - .1 "r�- . .. - - _-��-__ L'r __-.. - _- r .- - "- - - - -� �~ E BE ?0 ERCEN . I O � - HF- _ - ... - •tr -- -SSD_. �'�1�- ._ --+nl.._ _ � � LL '- - .'.vl.._ " . .,:,•-- ILLY► AI{} - e,Iv. _ {} 1a q b 1 1 4 •. , N3470',56 E 815.85E - M1 �, 2 ,. 1 ^ 1 1 y1 MELD , ►d / 0 I S� O0 G0. ► 0' b. 1 q CATCH ♦e6 U � o �..:. , y1• � �/�' b � '� M1 e '• ,1 �Ii-1E our(N .2J►.46 � �•• � 0 h 1 1 c, �� q c}I q yq. b q* SD i I4L ti'f / f 11► cSI 1sloo, TFL.T 2J 67 (5.1-231.46 �. fO / �� w 111' T A 06 �1 `�` ry ,}M' ►� -r. _. _ r 4 12'IE OUT N. -2l1 91 H 90 00'00"- •` (� "r 11 1� d� ►N ►y R = 30.00' 1q►� TELEPHONE RISER r / EXCEPTION /6- ----- miaow L �ncKc�AP W M 1 q l _._ ►66 _ ►►� ►e L . 47.12' : ; F- LL 15' GAS EASEMENT N 'AIPHA• OTT 9240'4 l PER PLAT of CASTLE HIL 4 ►l 1►ry M1 ry M1 ►y,' 11/ CHORD N797QJ3B"E ,�E1'p :i 1 b4 16q � � fQ� • - I EXCEPTION /70 ( f r`Mh' P�M1 42.43' 0�� 11ST JFK •r 20' STORM DRAIN EASEMENT - 1 �� rTp ry►y �, f i I ` J DIRT 741 OPEN CASTLE MILL PLAT q 0 LINE CEP CASfN06 GAS ►yC/ P,M1►► ry►y V� 4 0 4f� 1 1 M1 1!q►� h M1 IA. b Op ^ LZ ry 0 ,<� ��51 ry►► ��M1 :5 . cF o 1 ti qq 1►q �P' �` r Lj pq 171 / y M1► J" 9� �b ° b ,1°ry �w M1► Fs v 3 ,LY'Y '-EXCEPTION /8 �1� at�. `M1• ,•ly hyo bair M17y �/ p�P �' �' �' ♦• (i J / EASTERLY TINE �l 1j I r 1 3.10E` ; Pr POWER LINE EASEMENT ^I�/ a 4 1h°' 0` 'J �M1 �p� 2� h ►/ SLI ' h T I TOP 147.3 b �` T / b / P1 ry� bti. I� 14b ► �+;� d L D 6 5 r r a 4` b ry ''•4 1 K`' M1► - ►q b M1 11.95 ACRES d• yy' s:oo' 14600' 0 ( , ►° +` < 1 ►q d¢ f b 0./ c e Fac- (n 3 W "o" (VACANT) e of 111b3>% 0\�.� � .i �M1►�+ 5 7 j 30►'� � � C / UP _. . . 1y LU I 1 1y SP1 ,M1• 6X,1 I POWER LIVE `� EXCEPTION /FO by r b dµ 11oA d W LL, k TOMER 75, STORM�Y 10Q DRAIN EASEMENT 1yy �/ ,1y A� q b/ 1hp► y9`' tJ/ rn I _I It C+1 �- Ha M1 / / t q on ?-- Top 74 PER CASTLE HILL PLAT �y f d4` ay� M1b 1 /4� ry 1/ u r�c - ry� . o.P . �H1/ �bM1 ,,q M1 '�ry e9 v p M1 tM1 4 1/0/ �+ EW 2 1 ,p ' q A V' 1 M1 -EXC�P710N *D _ --.. SS f• • ► r 'ley/ Std / •1 I f 5• ,L� • WIDE R POWER TLLELH LL FV AT 1 .. '. 101 B �'!i k ` w •pq ry`� _ rye` ,Lb's '� �,� /Ib"" ` , b' ' ,Ar►}. 60 1 yq fL O I � e I �► �' M1 /. � o M1 off' M1 �� ► �/ 9/ b1 r 1 v r q• � � 0, I � b 1 6 b M1 r 1 � I 1 S 3 � M1/ e ,�,• '' ,`r �P, d4` 2�9 0�1� bqb q f �FP� �'l� � _ _ � jcs�i+ �Q ry ryby off' .. I rywb• I � y c lye j l h dQC e ► ryb1 �Q1 ` y �9 + 4' S.1 6 0 O M1 Z M1°1► 1_ 0/ j/ rybe� a`ry� �,► o`� M1,,IOi q s'l`� �Pti 1/ s M f `q►y M �t M1 4 ry d/ ro r4 b11 16q�, M1bq�/ cls IR". a - 90'00'00°"/ � OV � � � � TCH BASIN-- I f L - ?6.70' �o17'16'34" I2' IE OU1 E. -253 5911" If. IN (w) ?53 76 CHORD - ST03904y 400 00' 1 h ,y M1 o� ,� ¢�1 L . 120,61' �5. IN w v 9.. ►. EXCEPTION $5 14.04' ('}1 � 70' PORTLAND GAS lh COKE � 1' � EASEMENT PER CASTLE HILL PLAT 1 1 d� ► y 0� CHORD S25 42'39"W 4 M1 q1� 1�' M110 169 120.15' 1tg 1 r N 0.48' S3470'56"W A T H 6 A N l 10 W Q49_ 135,28' "h I7 If Out (Nf -?40.82 1� r. 1y M11 / 1 / N 071' I 1 1.'JE IN (S.W)-241.00 .. 11yb N G b 1101 r ► r ry i/ N ► w 0.7 t' 0 ;► -- -v^'ZyZ 6 -- 1'► 1 y 91 • LV M11y 1�� rybq *'22 Ml M1T�_ �! rIb f s. ryy' T S• ry► + f•5' ►6 I+ 1 /►, ft d� d u 5 t80'i' �� n$ �r r _� �. _ M1►'� 4 w LE1► ► 5 110/ J TOR, GRAIN MANHOLE /1z - 1 �� 1 3 1b� t ry1 ,I'�► 13 D.T7 0'M1• ' .pq ` ISIS IE i.. s13:239.0-?x.03 -�--- - - FROPFRI'I LINE Q GAS METER1I M1 d 1 "CATCH BASIN - �'� - n -•r 1 /` 9 b ro 1� �Y �} '10/7 12' IE IN (S.W)-?4ID 03 V. ry1 ' 1bq• T?"IE Out(E.) 159.84 `0. W 0.16' S ry 5�' h I 12•IE IN (W)-26012 61 A 1b �� ry h g8 is G GAS UNDERGROUND ( TELEPHONE MANHOLE I y y _s- v 511 1, M1b ti 4 DRIVE F'L �� ..� W WA TER LINE ® POWER VAUL i 7 I b0 q QA ► ryb ,ry v n '', POWER OVFRHEA(1 til/ 1►' rye• b / J ,A' NN /V, �� ^ w Q UTILITY VAULT 1 0' Vv K�TII h P POWER UNDCRCROIIND 1y�/ 0 A - 29'48'5?" ^' _ _ ' TH�/I !�� os .I.N 1 . 1eM1 R - 400.00' toe SOL NDF 1 �IpE) Z g & YN -p C -- 7 TELEPHONE UNDERGROUND B Sf1E BENCH MARK M1 L - 208.14 1 ti EkA a ! -- -___�. CONCRETE �: LUMINAIRE p d CHORD - S02'C19'$6"W d� 40 „4+i" -_ ` ' rJO Ki s SM y1 cn -c C ry 11 ?05.80' /,�! o► (R.O '. ' c. ry �! y.Lv � 7 g u,N CURB • ENO, 5/8' IN IMTH YELLOW PlAS11C CAP M1 � 1yN M1I5 h > AI i ryery• �' >FOA EDGE ASPHALTIC CONCNEtE MARKED 'OrAK, INC' (UNLESS 01T4ERWiSE NOTED) r �ry/ a� ti� u J ��' 4, )fg SURVEYOR'S CERTIFICATE _ n� PAVING, UNLESS OTHERWISE NOTED GUY ANCHOR E 0J9' j� 1lBERiSON'S INC.. - i �)� A OfUWARF CORPORAt10Y, WOOD FENCE B.W. BACK OF WALK 2�� O 11►i ' �N,`'•P Zt"AV� 130 PARKCENTER BOULEVARD EASE'MFNr L1Nt gyp, (f ^ I p� e� V r d. 11 A��, (Y) %�^) P 0. BC'X 20 E.P. EDGE OF PAVEMENT o, $ ry1 s,1n tv1 BOISE, IDAHO BJ-26 (� MANHOLE ;� ti FIELD / \�D s' t�� ''_;IIRMITTAL DATE-,," F.L. FLOW UNE o,� ' /o\ c��' \ � �,E�1i, -;4a`°r + WNFR / AGENCY ® CATpi BASIN FDO M a� 1L J� MI5 IS TO CERTIFY ?"At THIS MAP OR PLA AND THE SURVEY ON WHICH IT IS S p �I�,'!• '•� b 4L+��'\Q �e� BASED WERE MADE (1) IN ACCORDANCE' KITH -MINIMUM STANDARD DETAIL f F,S, FINISH SURFACE 61 *� 1 1/ �. 1 �' i' ♦ r+t�. �` REQUIREMENTS FOR ALTA/AGSM LAND TITLE SURVEYS,""NTIY ESTABLISHED AND •{} U17U1Y POLE emirs •9, �iM SS', Ci, TO h �i'Z�go ' J! -'b`;r ADOPTED BY AL IA AND ACSM IN 1992, AND INCLUDES ITEMS 2-6, S. 10, it t G.B. GRADE BREAK d*, �, '►' 1 •V G 13 OF TABLE A THEREOF, AND (n) PURSUANT TO TME ACCURACY STANDARDS (AS WAFER METER 4F• 4 / h .� n { ADOPITD BY ALTA AND ACSM AND IN EFFECT ON THE DA IF OF THIS • , CERTIFICATION) OF AN URBAN SURVEY. N.TS NOT TO SCALE h '\ N WAFER VALVE •. 9g c� \ I HEREOY CERTIFY THAT I HAVE SUPERVISED THE SURVEY OF Mf PROPERTY HEREIN DESCRIBED, THAT THIS SURVEY WAS MADE ON TME GROUND AS PER THE PET PEMOl.E'UM LINE _';c, QA-' RECORD DESCRIPTION, AvO THAT It IS A TRUE RfPRESENTAITON OF SAID SURVEY IRRIQAiTON VALVE "•`a Lh' r' AND 15 THE TRUE FINDINGS OF A SURVEY FOR LCA14 PURPOSES, FURTHER, THAT IT SHOWS THE TRUE LOCATION OF IMPROVEMENIS, AND THAT MERE ARE NO TB.C. TOP BACK OF CURB FNCROACHAIENTS EITHER WAY ACROSS PROPERTY LINES (EXCEPT AS NOTED, IF FIRE H YDRAN i TG. TOP Of GRA TF �`•I 41.1 ANY) I lEI POWER MEiER 1� GAS VALVE CA IF — MA A HAWKJNS, EGON 01 S. /150 RALNN PROJECT I REN 1896.000.0 A CHECKED 016 GATE ., LiAW 11-19-96 GRAPHIC SCALE SHEET TITLE U7 0 70 40 Ib _ I TOPOGRAPHIC SURVEY i :oeA - 40 tL a 8 N i rAlz SHFFT w t YON1 �YY A } N TOPOGRAPHIC,1196-0057 I,OU SW iiarcows Rd. 176 --_ _3Di-r.-t=x..L:.!_n..afr ..._._.__rr TIDE ....:...a�rrr `_. _—' i -..:,. -� "��"...._,..,......rr:.,....._+...wr.�.-r.....r+,w..idht+.u,...•... _. ,..... - r.•. .. .- - _ •.,_ ,....._.- ....__—,...... _. .. .. ...-w.,..�ra•,b......,+.,. .....,..,.........�. ., ..-vim..w...."«,-...a........•.....w.-r.r.+r+.r.•++arw,.w...•w..iW.—....,, IF THIS DOCUMENT IS LESS lT IIT 111 III III III ill I I Ill I mill I III Ili 1111111 III 111 III I i III III III III III III III I I III III III I I III TiI 111 1 1 111 111 111 1 I III III III III III III III I I LF.CIBLP. THAN THIS NOTATION, 1�_ I � : 4 _� - �� IT I9 DUE TO THE QUALITY OF - - _— �[UL�1 I�F' THE ORIGINAL DOCUMENT. :::777----��-ttt��_ H.>! •'�` �JJ !! LI g16 "" 6 ' T 18 E I iE I L E BI ! Lt ! 9i 191 ►t B1 I G�I Ti I i I 6�I L I 9I �9 I r I �IIII IIIIIIIII IIII�IIII Illfllllllllll�llllllllllllll IIIIIIIII ILII ILII IIII�IIII ILII ILII ILII ILII IIIIIIIII IIII�IIII IIIIIIIII IIIIIIIII ILII ILII IIII�IIII IIII�IIiI ILII ILII ITU ILII ILII III!ILII ILII ILII ILII ILII ILII ILII Illi Ilu nu nu un nn nu nn nu nn nn IIIIIYII ....,n, •. � .... ,"� ''., •� v:.ye••_ -or ••1aIR••R.' •Is. r�rn •y•-. ,,,, ;. n•.-, „•-.,. .._..•., .,,,, .... .. ... ,..,,r,....,...,..: �f� ,-..,,, ...,.:....• ..4'w+'."'.."•�"' .� ..•... .. �.. a Mrl"itr''". A. .Tl:r ..M"f:��IET ... 7- 7r,"'•• .+�. .. .fir......,, �,,. .�„�n,.;.,,,,.a. .3.�'..,�.�....•..,..... y�t:�t?P^- T+. -. .>, y..,, . >," '- z•, , ►•re.*r«.' ,..•,•r ,re. r -Rn,seq. a .r „ 'RA ..v ar ; •• ' n*,,� w .. r'•�`�!w?'�p�r - .�..."'!.9Y,• ;""I:"• .,. -. ./ - S.W. SCHOLLS FERRY ROAD (CO. RD. NO. 812) 1� (R.O.W. 69--FEET WIDE) IV U� f U T tE - -sr,xtr --s••---.. ------- Y.ate- •• • t- . .,-1 , V. v 40k T If �.. y.. P 4..a is - - - - - - - - - - - - - - - - �` S• .D • • �t,.i' 5' P.C.C. W LK i i a G, N 34'20'56" E Nl 5' PT WALK N 34'20'56' E s• 5 34'20'56 W P L • w�r-�--,.— — ` i` — — — (MlM S1NfET�IP$9V[YCMT41 — — — — — — .- • •' — — — — -- — — — _ N P L �wM STREET rLMiovFYENrs , �N 34'2056" E 66.37' 284.56' 238,01 122.50'— I � UR \ CURB ' CURB CO F: 23 1.16 F: RB + ; • ' _ rJ REF: 20-1.16 ,r• EF: 2 -1.16 ,X ( . do- C•c. J' 40 W ; CURB 3 3 o • , i R 3-1.1 + t 2 -1.1 aryo .. ' ! 0 Q, in 118 /w Z S s I+ Rv9 � ?b� • I OD I 0 T � . --__ - _-__--__•_ ! f �0r 3 'A Z I 7 - F •' I z � !� W + `iii 4 / r• • 41 YB � � / N A,, 126 �• R. �h • 9,` • O4t5' 10 I� r •• r Li �r. 9 c 99 'Qa3. /y�' / 10. ••._ ,4: / w► r� ,. 10-1 •' tic n ; LJ ? _J V '110, �{ Rh `3 Pcr �/� 4`N 25' - O • _ M ` ► J W I• �c, • S' P.C.C. WALK 00 % `O �,9 LI • .. t • .°' • .' • ii w{•••'1 • . `•t •• , 'n• •_ j - : 1 • -; . ►, 100 0 •• •► •~t • • 11.5 ro � C1430 • .w W `15 O e2 I c 1, } ..• O h R=10' ``'i s N84 y 10'110410' 10' 9 O 9'= 81' Io sip� -- 0 � ') d 3 / !_ — — — -_.- —... — _152.50' --- -- __ -.� P L Q g ,� e;.} N 34'20'56" E n (� Z Ra � I H o •M• V' �-.: s. CURB • . 4 r 13 O 9'- 117' - 9' - — --J .� %�✓ \ y •' ti1.5 0 R ? I \ • 00%V 24-1.16 0-1.15 16 2 -1,16 i) (_) 1 O N � r. �.N12 /! 001 r� N�•p��p W .�' S' O 115► _r5 g I (� � �'' ._I tb �• � �'.i ` v Ras, .0 \ «r -rw _ Z` � 137'LA REF: 3-1.15 �- O ' L_.'`• �' a. c.+_A4" .�.: N 34!20r •FS,,, .s: L ~\al• t o ;n I 0-* ` N s •!'I 137.50 00 vii 1 � •r i / 6� '� w r R �-�� , • ,, ;, r L Z , v, r N ` N ♦ REF: 23-1.16 _ h 5 _ .. z e 30 cD N I T. FL CURB 4 1 • • : M 13 O 9'� 11T REF: 20-1.16 p • � CURp 2 W Vf i ` VN ^ , 1 F.' ` �� 12 .5 REF: 0-f.t tn! lot F CO 0-1.16 lrll .n .n r UR -1.15 �3' ✓ 10' 10'I� 10'-110' 9 O 9'„ 81' 9' 1 Ln 1Zn n 23 0 r�CURB , 20 \ �t RE- : 20-1.13 �• 49. N F ` N , ® �N11 140' ' (� 18'10., p g' 1 ` 9 0 . �• \ 9j w O P I L v mooD , 150' I ! g C? a) U r` Pry, r ; A N 34'25'36" E �, • w�• -r- 5 w N 13 O 10" 5 17'p3 40 �, L UR 14.00' .•• �' t ' a \ r ` REF: 4-1.1 . �.r : � ' 14.78' . .� . ••• � nn_. \ -'t' y ' ` Z 5' P C.C. WALK ■• ' • S 3 `-%0+56" W r 12450• ' •• •r \ • ► - ►., .�• SUBMITTAL DATE('_ • • .�'I. f '` ' •' c'•'S 7�C C�Tf �\ r OWNER / AGENCY" 01100 o00 \ 2 • r � r ►, • - U'� \ ` j�y, ` '� .• •' 6' P.CC. WALK r \ THIS CONTRACT0 woo doop t i \ r .• ' OP a WPB PFOJEC r I�'F N 1896 000.0 ctgf,-WF!,' OTB DATE \ r w 11-19-96 •�y� SHEET TITLE / r`` DIMENSIONAL A �� 03 CONTROL PLAN / R '� [ a • Y1 W � < GRAPHIC SCALE a ' v � � tK .� 1 , 2 / 1 laeh IIID !L o srrocr ons DIMENSIONAL CONTROL_ PLAN I A300 SW Harrows Rd. 6 or 26 a rwn.....,•:y.ww.s+ ws,wwo:....,.,•-,.«ckow..er.+ww .ww...... rwrw ., -. .. .. .sw-•n. war,.... -__,....... ......_......-......a,..• -,...w....+iw..r.err,wrrrr..•«rrruwnwr•w.-..••.._«.......,..+.•-+...,...,+....»w+++••.w.w+..+... rw+.A,.re.w.....,r..r.rr.w.,,.w�sr. .-+...w....... ...•.,r.-,.aw. ..-».. _.-. .___. ..... J�TN7SDOCUMENT IS LESS 1 II II I 1111 III 111,1 I III I I 1111 III I� r�7lll1 III 111 I I III III 111 111I II'-I�I'I�Ir III III III I�jI III II1 I-1 1 11l1�r T 1 111 III III I I III 111 III'�I�jII / LFGJB V, THAN THIS NOTATION, I I I I I I I 4I I I �� I ISI I I /I I IOI I �I •� I �bI I I ( J Il� IIQrI IT 1S DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT. qs 6 J e6 Le 96 I E I Q B16 6 I tG G 19t 9t Lt I t I i I ► i Ci I ii I i �� I L ( 9 ' 9 I �I w (IIII IIII�IIIIIIIIIIIIII IIII�IIII IIIIIIIII III!illl�llll IIII IIll�llll llll�llll IIII IIIIIIIII IIII IIII IIII IIIIIIIII IIII�IIII IIII IIII IIII IIII IIII Illi lnl IIII IIII IIII IIII IIII IIII IIII IIII IIIIIIIIIIIIII IIII IIII IIII Ilq,!!Il;iiii iul Illi ull iiil I!!I IIII IIII IIIIIIII�AII � .... _ ... :. ,.... :::.. , :,,..,..:. '..- .. .� . R•1M'. , ••.•r i IY... Vf•.1iw�Aji#. 4 .•. - ..{v - v ._. , - • ,. r rM - , P.•,R'e w { / rip. , . i -r'tF. M . .. .. a. :.rn. i...-:rt#. !, �:tgdylla•,t46 !!B!.c.,.,a.• Mvl,•,»' ro.v,►i.� y- „M ef,,,4Mri'R.,, tJi16'AMIc+�` ... , .. ., _ ..... _1., .:,» .,. .. •� ,_ .. .A.,. ,erJ...;- N+bi- wti" ..';M sass - 4'. ,,, ."t sV ? >�' ,, ... .' .. n .+.. ,•."... 't, ' .4 .' :,, u.y �';:i.+14:� 3�i W 7♦; .MrY"".III•' ''set"sF !W`� ..1 !M"'a�e� '�: .. id. ,B&.r{.�• '�r`yr{.�.p ' � � ..r -. w.. MM a�. Y) �s�y^R�1"? r! ?, �,r. �. ._'{�'4','._.•" �,� - ..., i �.'.'i.T7'-. 1� �q� � ., •i1 _. 'fi7� .. }lr_ , �'1 'rtG' c �. VlY�'7'.FI�,�{ s, � r FN Y 1. " T �'�'�� 7y�Y,,', i Jlry �.r�.,.{- •.'�i�., � . PL,• - _,-CAUThi)N w pd HIGH PRESSURE G45 AND PETROLEUM Uls(F o 4 114 ra R /1 t 94.5' W E,)X.CUL WRT il CEO - \\)hdD yy++� 4.5' SO BOX CULv(RT IE - 22085 fE . ??3.54 . 7 ? 'I / CUL VER/ 1?' CU vERT"- S.W SCROLLS FERRY ROAD r 230.84 �a12' CONIC '•v K _. ♦ '^•'�--• -- -�-�: OM1 3/� IR, ,:mss ' rr IR o.. RD. 812) ) • - --- -- --w1� T -w-- _ _ T yIELLow PLASTIC CAP "OTAh- i - EV. 2J5.9 + - .. ".___._ _ _--y>..r � '�.' _-y` __ .. . - - -�•.. _ `- _ ♦ r` ♦. ... _ • - � � • - .- --- y - --- - 1•."`T� ASU{ . El / ,'�. i l,/ I ';� •, 12 IE N 31.91 r r • � --tea-" _ ==--.. - ;T-_ _ r�rf �r�� s �r s�� 1 , r . r .' maim -...... ,� .. e s A- 90'00'00„ / e rZ .rte 4 .. ♦ �._...--}��.r �.�+. SD R 30 DO' / -�/ . r 'tip' - ». • L = 47 12 CHORD- N 79'20'56., // • _ 0Irv; jrf •. I ' ( �1 r • _ e' I' 721' rfdW(4. .211.40 42.43' S. F/lp 3Ar AWN RM Orin r f 1 `Y. EXCEPTION IS- £:y tEuOI PtA,TIC CAP *7� .•: �� I (/J, ♦ I v 15' CAS EASEMENT / PLR PLAT OF CAS/LE Hfl1 s / £%CEP DON /10 } / 20'STORM DRAIN EASEMENT • ( ' •'`4. - / 1 PER CASTLE HU PLAT ExCEPTKIN /8 �- ` • a� ( - 44' 20' G461 ' 4SPHAL LINE EASEMENT Joe / EXCEP TION xtl a10lows, _•"'1 EASTERLY LINE 1) . / • ! /145,0U.-45.0o / POWER LINE EASEMEv! // I 1 ` �,� ♦ �` - Tr'T j " r I / /e//`/ l i ',e • ♦ 145.OU' 4S.OULL 'r f I LJ ,; wiw- .• � �,"• � w � Imo' / �,.-M ar NFa: i'r�i - •Elf�£PTTON-/10 " \� a ' '♦ - •, • . . - I W 15 STORM r" A C� LLJ • DRAM EASEMENT I �, 1�. • , S O L L � .PER CAST' '• 1,. � /' o ' +I L '- LE HILL PLAT _ ,ss .._P-. - ``!!" - � '-, r. • .._�._-- .� A\ I I \ r u I 4J U 9 I. -ExcEPTaN I8 ' ss4�%..�1 •'' I ``' r 1I. • + • WTDE POWER LINE EASEMENT / rye • t „ y • _ r` z O PER CASTLE WI PLAT - flp�,- ..� _ rU,_. - _. - �T -• r:..{ Y :! `��-•�•�r'�'� . 06 �� y4l'� �.. a , 3 .1 • w ` r'' _. � - 1 �T. 11 r J •. r. �. ,. • .... _._-.._. .._.___1 I � ` � a a \ k j r a `r, LD ,; tl, V rry y _ d r -J LLOP _. ell 41111 w 3 Sir it / �p"y. � ice' ►' - ___ 4'S '� `,` - C'�•� • •, ____ ':,• /, �`��.."'� • 1 EXCEPTION 12 E OU T N. .240 87 V J = 90'00'00" 10'PORTLAND CAS Ar COKE +"�'� "" _ EASEMENT PER CASTLE HILL PLAT �� - - / ,,1�• - •, '- ` ♦ •' t\ '-,._• . J..-•- „_��--r• -�+r' �' ` I R = 17.00' L r 26.70' U CHORD= S10'39'04"f W - SD STORM DRA MANHOLE 24.04'• r i •\ / a�,. • l,. AT t E 5 + _ --'i - _ . p - .. - I .2�5.5J 4' v, `A INT 5 SD' -- 1 15"'I f OUT 1 239.83 1"- gra IE IN SJ-d4U.UJ 4 240 i IN S. 03 400.00 L. 7 E .! /" j•"{!, T2' (N• 2152A7120.61' IE OUT j i > N 12" IE IN7525'42'3 W I ^ M 12'IE IN w. 120.15' I t O n SID 0 4p INT) I K, �.� N EET oe) r GRAPHIC SCALE �%�./�'. ,�..��,' �°25g' '�,r• '. aI 4 W o 1• 4o eD \ IBM SET SCRIBE 'x•� Ott 1 (` 760 j.t, • = w l v r u l^H vt a O )S+\ ON TOP OF CJR9 ^' , L� r ELEV r 26•.88 ' 1t � 3C ( IN IlQ1 ) • P^e./ •� til �X. �,. N1 I Inch 40 ft. , CATCH BASIN C R0 r 12" if OUT(N. 25734 � M 12 IE IN (S. .2y7.B0 t2' IE IN (W)'257.72 + ��/•%M Sc6_`s'.� / r / 1�� EXISTING DRAINAGE PATTERN V , r 29'48'52" • /r �x R : 400.00' e 1. 208.14' • -.• CHORD= S02'09'56"W 205.80' r� t L i 11 W MAY BE USED SHORT TEPM FILTER FABRIC MATERIAL FILTER FABRIC �W/UtTUTy WORK AND WITH STAPLES PHASING ��F DEVELOPMENT. I-{ 36' LROLLS USE MATERIAL 1 OR WIRE RINGS �+ I I TO ATTACH FABRIC EXIST. PUBLIC ROAD OR NINE 2"%2'x14 GA. WIRE .. 0 APPROVED ACCESS PKAT FABRIC OR EOUIV n (/� y Alpw iolSUBM - _-------- � � 25 a � OW'NEIRr L DATE(S) ) AGENCY • ° 2'X4" WOW rosTS. TYPE II C.B. E I C.13, MIN. STD. OR BETTER OR NTS NTS -�/ N EQUAL ALTERNATE' {,.•. GRAVEL ' 12MIN. DEPTN FINE WIRE MESH ( ) STEEL FENCE POSTS r R ON TOP OF GRATE 6' 'i _ d' MAX. -W /WIRE N RE FABRIC � RU NNOFF WMATER \ 4' MAX.. ..WITHOUT VIRE FABRIC A A �'-0' GPANVLAR MATERIAL SEDIMENT FENCE ROW 12' MIN DEPTH FULL WIDTH OF _. --- Erosion Control Notes: PROPOSED STREET -- CUT BINDING WIRE/STRING _- (25' MINIMUM) •`' 1111 R.111111111 4 i1LTERE AFTER INSTALLATION IS General COMPLETED wA1ER TOE OF !LOPE OR STOCKf•+ILE, 1 Approval of this«oolon/sederenlatlon control (ESC) plan does not constitute on e. At na time Moll arae than one foot of►edkn*nl be allowed to occumulaU .!thin tip. When stirs strengthmaybe fOtor fabric and closer post *, the ort used. the wee mtM L BALES TO BUrT approval of permanent road or drainage design (e9 site and location of roads, pipes. a trapped catch bash. AN catch basing and conveyance Tins shall be cleaned prior support fence may bt Nlminsted IN such a cost, the Tet« fabric 4 Npted t rued OR LOCATE ON SLOPE CONTOUR roslrkton, dWonnNs, retention fdcolltes, utilities, etc.) to paving The cleaning operation shall not Rush sediment IodM rater Into the deadly to let Potts with all other provisions of 1M above standard note la standard SEDIMEs - FOR USE AS FLOW DIVERTER TOGETHER door stream system etrenglh loll« fabrk applying 2 The Mnplemontollon of 1Mes ESC plans and the cons/ruction, maintenance. �r replacement and upgrading of these ESC facilities Is the responsibility of the 9. St,blued construction entrances shalt b• Installed at the beginning of construction 15. Sediment fences Mas be removed when They raw t«veal thele ues1u1 purpose, but _ 18"MIN oDplkant/Conlroct« un1A dl construction is completed and approved and and maintained far the duration of the project. Additional mwwrn may be not before the upNpe area has been permanently stabilize. �'I)•JSTRUCIION rig, 4,-6, required t0 insure That all paved seas are kph clew la tint duration of the project vegalotbn/Ion'a ,N eslobliMed, 16 Sediment ItncN Mall be Inspected by appikonl/conlraetor immediately after each 'HE AREA OF TIIF ENTRANCE SHOULD BE CLEARED 3 The boundaries of the doming Wilts Mown on this plan Moll be clearly logged In rainfall and l least daily during prolonged rainfall Any required rej>oIn Mdl De GLOW OF ALL VEGETATION, ROOTS, AND OTHER CLEAR- 2 - 2'X2'%3'PEGS ant Sediment Fences mode ImmedlolNy OFtOIALL MATERIAL THE TwAVEI SHALL BE the Rind prior to eons*uclwn. During the construction period. no disturbance DITCH OM PLACED TO THE SPECIFIED GRDIMAVEL IONS EACH BALE beyond the Ragged Nearing limits Mall be permitted The Nagging Mall be 10 Th,: later 1avoi MaN De oint$purchased% h a continuous roll tut to r c Nth shall ll tint STRAW BALE ornON maintained by the ppiicant/controclor far the duration of construction, to"t b avow ues of ort p When Pintmi are ne6s Inch letla cloth both a piked Growl Construction Entrance GRAVEL alt VIVRE MESH lag.lh« only of a wpP«t post, with a minimum a Inch owrlp, and Datlt errs 4 The ESC Ioceil Ns shcwn on this plan must be constructed h CanfAnction with ON esarrely fastened to the post. 17, The aro of the teriante e g W cleared of la vegetation.the roots, and gins« THE ENTRANCt SHALL, BE MAINTAINED INA INLET BApuIC•p clearing and groding activities, and In such a mann e as to Insure that Sediment and aDJsellonaMe material. The grovel Mae be plied to the paeilhd dkner+sbne. THE ENTN WHICH WILL PREVENT TRACKING NO f1n1Li1 I (SIE,,. Sediment laden rater do not enter the draird"system, roadways, a violate It. The flit« Wit orae shall be hftCONaNW to follow the oonlourf where fWNbls. The 1 OR FLOW OF MUD ONTO EVEN RIGHT-OF-WAY applicable rot« Nandads fence posts Mall be paced a moxInNrni of 8 feet pal and ishi" Sgigi Into the IS, This entrance Mall be maintained in a condition which will prevent tracking or Row S�JIQN A_A MAY REQUIRE PD ONTENC TOP DRESSING VAT- ' EMBED BALES 4'-6' ground a minimum of 243 Inches. of mud onto public right-of-way (R4'T PROJECT 2•-YNR STONE AS CONDITIONS DEMAND. AND 2. LR:':t. STAKES MINN. 12'INTO 5 The ESC facilities Mo•h on this pion are the minimum r WOMOnts/or anticipatedwith REPAIR AND/a+ S CONDITIONS OF ANY STRUCTURES t�iAV9. GItOOND SURFACE. site conditions During the construction period. those ESC facilities Man be 12 When standard length filter fabric If used, a eke support fend Mall W at least 19 tint entrance may.puke t of a est dressing used Y stone di conditions demand. I-i E.N 1896.000(, ,TYPEIII C.B. USED TO TRAP SEDIMENT ALL MATERIALS YXlMB'fPl1CTN7N 3 DRIVE STAh'S FLUSH TO TOP I�/uB(f Ili upgraded as needed for unexpected storm events and to*newt that sediment and securely to the upstops Side of the pmts using heavy duty wire Naples of least 1 inch and.pati and/or el*anoul or any structures usbd to Trp esdNnanl. Nt5 SPILLED, DROPPED. WASHED OR TRACKED FRi11A �� OF BALES. sediment laden wote+ do mol leave the elle. long. til wire IT hog rings. The wire Mall •.nand into the trench a minimum of 4 LFII-rIKFLT OT8 OA TF i VEHICLE ONTO ED, WA H OP INTO STORM -__ 4. BURY BOTTOM OF FILTER FABRIC - Inches and Moll not *.tend more than 36 Inches above the original ground surface. 20 All Storm polsd, dipped.removed I ar Immediately. learn vankbf onto roadways ar DRAINS MUST BE Ar WA IED P INTO STT MATERIAL IN 6'X12' TRENCH. 6. The ESC fecNRi•+ thou be Inspected daffy by IM dpDlbanl/conUoclar and into storm drains must M remov*d ImmedblNy. ��W 11-19-96 pIOFI _TER BAGS ap maintained rn nereesay to ensure their continwd functioning 13 The Nondate strength afabric Mdlt be et a tam rind to the!encs and 12 at Inches of the faak Mad filter extended Into tint Irene. The the or net extend TILI]ER A�r � 7 Docs eCm facilities on nth or within ctiv ettal hours fele 11111ing o Nem *wnhtained a mhsnwm d m� than 36 Inch" above the orgMwl ground Surface. Filter to"shall not M � `�f�F�r TI l�F stapled to IM sxlst trees. t, Lr "n EROSION 8 no CONTROL PLAN ' x �r V � W 2 v, 01 " l/ILL r xz All 113 EROSION CONTROL PLAN SIT96.0037 14300 SW Barrows Rd. 7 oF26 r k � AtBtNWl�ld�l elgss.rwlisplsllslK; ✓M arrYNF4ArM1;;:,..-.av,;ranlwx4aelr<a�.•:.x✓ewatld�tlNAI .rerl.�ws.vwrow,-Adiallijagaiim +� ,,.,,•,'. _..•r•wew.er+vt+ .....rw„..." .:tiMMvwtiM+•ti++ra�•r.�n-_ww.rw....«w•.•r..w...waw....,a..•-....r...•r......•��s,...�.nos•+,,.,...a....+.r".r+•..+«�.+...r...«+. __...._ •s,yn... P ,r IF THIS DOCUMENT IS LESS �__11 j , ill 1jl �1 I I-I�I I r VIII 111 I IIsi IrT'I�T I�I I 1�1 jl T�I I I III III III I I III III I�I i I 1 T� t"�1 t t III I�i ISI ISI III I�I I�I I S `� LRCIBLR THAN THIS NOTATION, ll --- �Gas IT IS DUE TO THE QUALITY OF NSI" !'7lIBIC� THE ORIGINAL DOCUMENT. ---TTT qE 9 I LG G I �GI�G I G I i �B 9 ��Illi ILII,III IIIIIIIII IIII�IIII ILII ILII ILII ILII ILII IIIIIIIII ILII ILII ILII illi ILII IIII�IIII ILII ILII ILII ILII ILII ILII IIIIIIIII ILII ILII ILII ILII ILII ILII ILII ILII ILII ILII ILII ILII ILII ILII ILII ILII ILII ILII Ili!ILII ILII ILII ILII ILII ILII ILII ILII ti ~•�w".�r,s'w..h'n'T�,1M"r:r,tiyMrw•A;t„•,w►.. 7 .ey.•"e/i',•�rJ„�"1,..v.,. '"f'„�"�'d' y ;. .e•.vtw�lp.nl�'Y,Y�*-; 1 •r,W...v« - t;�;i+;�My" -•. "iYt!' r•�'-"'.":.a,�'.aq .,1i'1P^"1,: •'�e'.•a- .. - .w t ru w. .. r. •.�ti _ ,.. o µ ..., ►. .. .. '� .:v � .� S ,,• -.. •,r..:'':.... .�- ,r y.,. 'a`!^T � ` r •`�;�'.,1. A?'.Y'.. .,r;MM!�I,F sf 1t?�1•�►�e4° w"�;'`.:lYhr�"�' '�'+�c k y,'r',�M' fi"Ir+W�1Rap� M,�".,s. •r ., �.pct, ,f+Irk, ^<•�,.n'•�'ri+#'•.-.r�1a •r yn�. ..w:•.« �pw•- y'w,,. • � � . � , } it;.a �, 'v ~�' _ 'y-"' �e cam. �,+�qr��. :^t•.• .. ""�t^- .. � ..,. � ry. .3.,. - .. - 4 C< +• Cwa vERr 5' S4. us' cJikT \ S�j� I . :'Z6 d5` 12, Conic. j I - 23 084 C W SCH O.LLS FERRY ROAD G (Cv RD N � ) (ROW 41 FEET"M) .14 21 TISIr 233 231- 2 36 2 0 tx 7. 0 N1 . \ TAA • ; r LA it Li �"1A5= VC W _J l'7 u _j- LL! 24 lJ L.L ED U 10, \, �\ I 06 1A2� ti,\1 , • c Jr ' I; 1 �J • CLI \ ;Or 1 � Z oe 49-Bo 253 254 �\ 1 y,, -� • �/ _ _-.,- - 136 4 � •- LJ pT ' UP�'� •'S's,�.�— _y�„r... X1,1. .r� ::L_ �'k�_.. _.�_ � ' (/J ' Tc !N I. l.. rt N f 1 h M t O h V im In CO GRAPHIC SCALE /,'' a J� �! : C '° o >D �o •o \ y c O • ALBERTSONS TIGARD HEAVY DUTY PAVEMENT r7 ( IN !'Litt' ) \ i SW WALNUT ST & SW SCHOLLS FERRY RD REF. GEOIE:HNICAL REPORT 3 I Inch - 40 ft STORM RUN--OFF/DETENTION SUMMARY UCHT DUTY PAVEMENT y TOTAL SITE AREA - 8.0 ACRES p IMPERVIOUS AREA 5.8 ACRES / PERVIOUS AREA - 2.2 ACRES \,\ i REQUIRED POND VOLUME = 7580 CU FT \ i ACTUAL POND VOLUME = 7880 CU FT f/ ALLOWED DISCHARGE - 0.044 CFS HEAD = 4.0 FT ORIFICE SIZE _ 0.91 INCHES DEVELOPED RUNOFF C ((0.9)(5.8)+(0.25)(2.2))/8 -0.72 1 3.4 IN/HR I ACRES Q CIA6 CFS • I 0) V J rl�s _p c JNLLpp ((��II UU GG LL I T TRIACT CON�RACT SCREEN WALL CION RIAC7 �=ONTRAC"1 SCREEN WALL BUILDING CONTRACT SCREEN WALL U V (REF: ARCH. DWG) (REF: ARCH DWG) (REF: ARCH. DWG) u EXST'G CURB k GUTTER E)(ST'G CURE Ac GUTTER EXST'G CURB k GUTTER II 265 Ir 26" 21:5 Q `.'K,."�w�• SUBM(TTAL DATE(S) F,n 260 'o ExY'G 'WA 260 OWNER / AGENCY tY^' J# ~4 Qa 1 '1r_ c 7_ 25— a_5J FRENCI4 DRAIN / REF: 200-1,16 / FRENCH DRAIN FRENCH DRAIN 40/IREF: 200-1.16 250 REF: 200-1.16 i FF 247.0 - / F_F = a 7,0 FF = 247 0 j R A wN PRO.EC I 245 % 4 REN 1896.000.0 O CHFCKED 0 T DATE �( _ICI FQ U 1�) 20 30 40 50 60 I:I 0 �U 30 40 50 60 I- 1�� 20 �- J 40 SAW 11 19-96 � SHEET TIP E T ) I FT + N ( t,� OVERALL `'�% I I ��J I V ? L �� I �`,,) E) ..--- SECTION �-_ v ` � g — GRADING AND DRAINAGE PLAN V j 4 V♦ SHEET s 0 � � t4 S1T9b•0057 OVERALL GRADING AND DRAINAGE PLAN 14300 SW Barrows Rd. 8 of 2b r +'ren _ _. .. - .. .»...' ,..,...y..r._..._._� �_„�+Iw,,,.,�.,,...�..+.. �.,..-.,�...•.,..,•,..w..'�...w..r...._w. _ .. ...s,.. ... .... .......__--- IF THIS DOCUMENT JS LESS Jill (IIIIIII NOTATION, I 1I 1J,,1 .1I I III�I I I II IJ II 11 14I II III 1I 1T1LI 1I 1I1III II'I6�I LEGIBLE THAN THIS UALITY OP _ � IT IS DUETO THE QI'II iIII II I��IIIIIiIIIII�IIIII1 I1T1I1�I1 I�I�II l Il Tl Ji I1 I�I�I !I III�IHAoIxIiIL�11(1I1I1I1II�I�I l 'n, + /tr av/M�_ uwtaY V THE ORIGINAL DOCUMENT, ►,�� r _ �_ l (IIII IIIIIIIII IIIIIIIII IIIIIIIII IIII�IIII IIIIIIIII IIII�IIII Illlllis IIII�III LIIIIIII IIIIIIIIIIIIII�IIII IIIIIIIII IIII�IIII IIIIIII9IIIIIIII91 illl�lllllilu�lls II I11111�iinllm ilnitnl ulllllllllelllllll IIIIIIiiI Lllln.l")"11 l mlulllnII Iul nIIIIIII cI 1III ,111 11 MtirwM�,v. .wr.,:!'q'wN► ..r., .:.,: :a:'•;�+M+ 9 "" - •lv+.•!R/•.( .�,.r.•s,":,� •'"Y�"'r0► Pgpw+-en++�^!raf..v. :rx ..a• 7 z...,.... ,-.. _.... .. e, r .. . '�I!..A� ., .,.. ,,•^,tj+• :,: .V'- .'� Nro: �«:. _ r.. o,. k -r•«er,.%yya.f..,w qtt •r1u•. �, :-r•,..x nc«.+`- ., ,. « .-�.+,, rJMpn '.�7R'►^y .. ...,e,w,s ,, a.. .,. •..ynu• ... .. .. .. , , .. ... n. t� '�.*w �, BOr Ct_ V RT ROX COLVE•lU _ ±f. E r IE - 226. 5 _ IE 223.54 11 CONN Ftc CULVFPT 12 COPfCr �I VERtL 1 S.W. SCROLLS FERRY ROA -= 3c;;.�4 t_ ?26.04 I D11 tz --A - - _ 1 .._ . � _ __._----------___-__ _L -___-- _ -- _ (CO._-Ro NO. 812)TROL SO MH \y IM- 233.70 �z `'14 (R.O.W. 62-FEET WIDE) ! t l7- _ INV.-228.0 T -- - - - OVERFLOW- 232.0 ALLOWED RELEASE- 0.044 CFS f` HEAD- 4.0 FT. (`J .._ ---_ --- -----_ _------ ORIFICE- 0.91 IN --•----___ _____._----- � , _. -•--• -_._ -_ _... - REF: 320-1.15 __ -- - -- ._- _ -''Y--• Aw 'IQ3 �� S= 13.80% _23"?) --� - L7,/ - RIM= 3620 V INV. Ar 31J �v"i �3 ��INV.-2 2.81 23 `1 '23 1p__ , �� _ �- �� kl 229.OU 2,�F REF•J5}12.15` PCSD 0. �0 T;<, 1L= 42 SrO140% v V.-228.50 M ^�23 R 313-1.15 23 0' �„ n ---- ° P23 Lr2?' �''RIM= 235.9 � p\� / _-- �L J ° � S- 10INV.=232.96 h4 - 232.7 %�� 2� j' �� /' ? _12" PV'C SD -.244' S=3.05 i231 � L 28' z .23$ 2g� RIM- 239W5 U /J ^ Z INV. 235.43 S- 23.2- ?3 M n �lv%- �� ' \ 7INV.- '-.92 V REF: 3500-1. 5' .81 / � INV.=235.65 RIM- 239.00 23�" �� ✓ REF: 315-1.15 �,, INV.-236.00 - L- 34' ./ ^� r NIS s --" •P '-- REF: 315-1.1 S= 21.7d'rr v L- 6' ,Z'59 INV.= 230.14 I N alrn r 17.0' \'� f 1 /•�� Ir , 30.5' - r_C_ 51.6 3 INV.= 22y.58 1 }� o N RIM= 2 B. Z \ ! L= 15' 2 V' f NV-236.70 I V.*�23 S- 42.9% / _ G, N .65 INV.= 23255 RIM- 239.00 REF, 315 1. I x,24" DIA H v n� i W REF: 31 -1.15�� \ ^� W INV.= 230.53 INV.=236.00 23� �, 2Q A2 IK RIM- 2 9618 REf: 315 1.15 2 1 /�✓\ �. `` 1g9 I \ / /� IC4 REF: 3500-1.15 A Z a vc s� 9 ll P W L 45 I 'j L- 13' �-� L_LJ S 17. 5 4 I '� r `7 1• I� IMV.. 232.43 N. 2 \ r I Q = n RIM= 1.00 INV.-2 7.00 REF 00-1.1 ` ". CIA Mti RIM= 240:05 \ RM 35001.15 1, '� ' 11 74 1 111 2� I ! z - 242.7 INV.- 234.92 - tNV.=238.70 tORVG�` Yin 76` S= 2.5X i �` I \ 2s•7- �--- REf: 315-1.15 QQ �` _ J I f- `o - 7.0' \ a. X10" SD INV.= 238.38 I RIM= 244.30 y( Q I a\ L= 4 INV. -1. (� REF: 315-1.15 WYE \ ` S- 94.50% 2� d \INV.- 235 4\ S¢,001 I INV. 235`26 ` P`�i / - 1 1 �''= 17 \ ' 24rJ 'IM- "2 , S- 35.20% O , -�..- >� // RIM= 246.00 `_ _ _�__�- -�--- - - (A � N \ INV-230_9 10 SD PVC�L.153'-Sp0.40% l N \ ` 2- ! ! \ INv.= 237.78 t. �245� REF: 35 5 1 NIrV.=24000 U ul)11 � N \RIM= 240.30 \ 75.5' 1 - F: 315-1.15 I W INV.-237.3G I i S CV REF: 315-1.15 _' 1' - , 2 I ,� �Q It A. `v "I'll", . I ............ \Z� QD N a\ , \� - L>.-6 -- 247 ! 0 o W) P 248 N -46-.-- 1• C i : C `b�u, ! 246.__ 70-_-_ cr RIM- 247.30 C o CV � -'I` \ f INV.= 244.3 O 0 M1 �a 4.. INV.= 241:46 \Q R - .1S O O In WYE -J N\1 L= 36 \, RIM- 246.44 10 io a S- 2.00% INV.-241.42 INV.- 236.68 a Vl `> REF: 3500-1.15 0 79, E 1i I INV.- 241.74 a II v► 3 r w 42 � � 1 1 .� a R 246.50 A V.-243.50 I 6 I I d N \ 2 REF: 315-1.15 p I \ 1 06 S- 35.208 O i i PIM_ P.IM 249.60 V) �� INV.- 244.26 I • ••rw �II REF: 3560=1.15 f (LP1PE-- . 1 O � '[ \ I� �/ ? Lig 8 _J . Sir °SOX I RIM= 244.50 7aa �„ INV.= 243.27 Z�OJ OTTED CO �• Q� \ ` \ INV.-239.82 L .-----�- ... - - -- -�-� DIA rJH W/SLOIIED �4 � • ••aso __ h- RIM= 2 .90 i RIM 250.5± 1 INV.=24 .90 - - _ - _ _1_ _ _ INV.- 246.37 1. REF: 319-1.15 REF. 3500-1.15 U \, 2 252 ,� 2c cl 254 _ Q O_ 99 oo _-t.2� 255 - _ _ - - -- --� - --- - - - - - - - -- -- �� 9 2 0 2 PAPE ,� L= 3e a�� 2�5° ,�5_ S-P _ sue�+±rrac vArE(s) o. 10« \ A("\ S S= 1.00% ,N 3y0� - REF'• OWNER AGENCY 4 r 4 Sl\ �s! ,F ♦ _O/�s..0� ,` 1Nv' 3500- .:veA REN 1896.000.0 CHECKED OTR DATE w 96 SHEE I TI TE DEFAILED R GRADING AND DRAINAGE PLAN 3 x. SHEE r GRAPHIC SCALEa 10 so 46 �zt7z �Fgo I �rn 0 o iLqA 1C;H OASIN $ n /✓ � % ,'`� `� 92" 1r (AUT ( ')" qn l inch = zo ft L5 DETAILED ' 61RADING AND DRAINAGE PLAN SIT96.0057 14300 SW Barrows Rd. or 26 �Nid•q•r:,,,. .....,.,.:.. -or,. ,.:: x Mrq,.y,,.,«nuke:,:„«.u. x:,:'.:,e.:. .,......, •ww�ll•��1lrr.. _. . ......... :.:........:.._.00-w .--.,: .,, _ .ua«.a. .,.M,Ani ,...r. nil�N•KRA MMw«e.rrw.<wur..«-.. .,-«-_.r.,-,._..«r.-,,,w+«+.r+tiwa>v o.wa>,.ref�Y4.w, w,A*'+. •. wwn..•.,¢..,rw. • - 17 THIS DOCUMENT IS LESS ITTII�T 11III1TII111 11111 I 111111 11 I IIIIIII II7I1�1111I1I1 VIII 11111111 11111 11111111 VIII I IIIIIII VIII I IIIIIIIl11111 I l�lli�lllil11 I IIIIIII c LFGIBLETHAN THIS NOTATION r -ZI I - - - -l�-^ Yr��1T IS DUE. TO THE QUALITY 0{+ - wo #A� "'- ' /6/1m THEORIGINAL DOCUMENT. T t �E 81L i AIL L�tb t�L I B I L I 1 L I O�L-�9 i BII I L�T I�A l 41 I t I T I LIt I T I 1 l -8-I �L I r9 9 t E I I ru� IIIII IIIiIiiIl IliIIiIII IIIIIIIII IIIIIIIII IIIilllll IIIIIIIII IIII IIII Illi IIII IIII illi IIII IIII IIII IIIIIIIIIIIIII IIIIIIIII 1111 IIIIIIIII IIII 1111 II11 IIIf IIII IIII IIII IIII 1111 IIII IIII IIII IIII IIIIIIIII IIII IIII IIII IIII 111111 I+IUtln1111 fill III IIII IIII Illi IIII IIIIIAII y�y�, ,. .a h(. n...._•A,..... Y Ir.I 's N' ':'.">/�••1 d5 t,.f.,v, s..w } h- \... . ae, r.y.... ly�,,,,..,..�., ... .= i. .:,ru..,. r.e.. .- .. _ K .. +Walfj►•✓4�d�i" «".71.t+ " MMF"....M,sr ,p.;:ww•^ta.•ti .r.. K�!TAW 'rrtie .,1r :if.•,. a�-kt+ar+ar-Y..+r:roi '+.TY!' '+v.vb..•3iMrr.••..,ry,:•.a,. pI. e. '1►1R. r .. +1 _SA. T I / 1 ,pt, � --�� ---- /�' RIGH PSSURE ' AS ANC PF RnL£JM t INC W ' YYy d `• - / i u. 4 S- G 6Cr '"!'L V1Rf 4;i 5•i,U'J?.1J(�itiNf � .� - 1,54 A 1 - SCM FERRY if 230'44 - - ` , .. . OLLS _ . RY READ _.,a-_�. ._- _ - . i 1: ;cati c � ' � S.W. (c0 no.NO. 012) 06 --- - - - y (R.04 f?-FEET WOE) --- ' 1S1+op q0 1ELEPHQNE , 4; •' I N+�4 ` - >r i>,3+00 j• Y 12+60 - I .. _ . ._ 1NOp - + 18+ I �' . 1 - _ — _-_ y.. -'�-� _ .—' •r -r � -:--'SJR�•'T�•. - r7t'S • 'enw,•_�"• _ _..._^ - _.. ._ _ .. .._ - - i . -.- +w- . . .- ._ - , L t __ .rte rY - M rso rJOX ______ --------------- --- �. �.- '"• oe ?IML TFL- TV ELTV VAULTS / 1 lt / / 1 i .x \ ` ) `\1`o►l► S,IE., I I -- — _�_wit ,! 7 _ 2-6• PRIVATE SS COWONON TKWH S-10% CY /pRIJ►ytC bi Li k,- I I GwR, TEL. \ - �1 � 1 /" • / J LL I I TV, GAS J 1 - - ••-,.. , \ O �• �.) 1 I \ ss" I \ \ -"'`$ - I I wLj / � Cl) 3�1 . ';r \ 1, \r, .Q 1NV_24a0 i lJ .;t v' 4 TEL . i / •j' �', �`- ` fit' � / 'r \ ``, +. / � ' I i, ti _ 1 I\ I i - � 06 l:/' ,/� \ \ •`�1` \ REDUCER \ ••T til 1 W/,SLOT COVER / '� \ ' \ - --- I (Tol, �a► w 3 / \'� _„iia sti ,�.•"1� �./''' i - _ '�''� f PIPE sD 41 \LEGEND - GENERAL ,� �1 �1•-- � r \ �... C f ,.. I P , °- I/ j I I t O to t O r I O O1 to LTEM P,OPOSED EXISTING \ y 1 SANITARY SEWER _ -- \ =i e c GRAPHIC SCALE °'� '� ?ir _ i' 'I N, O ` ►� STORM DRAIN — -- — _-. o ar 40 eo .- i a O ,o ., SEE DETAIL BELOW 3 WATER - - - -- - - - - - -- ( INrw ) i (A c I inch - 40 tl O O N.W. NATURAL TELEPHONE: -- — — -- \ ELECTRICITY --- - - --- - - i TELEVI� JN --- — — \ FENCE X X - CURB DRIVEWAY, 1 P.C.C. SIDEWALK (• FLOW DIRECTION SANITARY SEWER MANHOLE 00 STORM DRAIN IoANHOLE l�J C 24" DIA. DRAIN S W/SLOTTED COVER 24" STORM DRAIN MANHOLE � d FIRE HYDRANT Q � WATER METER GH ' "' W/L - _- " I SUBMITTAL DATES) WATER VALVE D4 R POLE O O REMOVE EXST'G W/M OWNER / AGENCY POWER WATER VAULT PER DETAIL 202-1.16 POWER POLE W/ANCHOR 0----) ". SCREEN WALL _ - LIGHT POLE 1 21— W _ u SEE IRR PLAN FOR CONTINUATION SIGN POST n PL _3X2 RED h: MAILBOX `� ��`• / v� 3X2 RED HEDGE OR BRUSH CY�� 2" WM SIDEWALK 2" DC 5 „ 2" W /L TAP NORTHVIEW DR DETAIL REFERENCE fzEF 476—7.15 ,1pnwN PanXrr i,f N 1896.000.0 CHECK VALVE AND METER DETAIL `'f "f7`' °TIR °ATE nW 11—ig-96 STREET OR ALLEY RIGHT OF WAY — — — R/W — — — ;IIFEr rf?LE PLATTED LOT LINE — — — --- — -- I OVERALL U i II TY PLAN EXST'G OWNERSHIP LINE ----- --- — - --- - — � $ :, R EASEMENT OR TEMPORARY - >HFFT -- RIGHT OF WAY PROJLCT CENTERLINE AND STATIONING a L6 OVERALL UTILITY PLAN SI"1'96-0057 14300 sW Tiettows Rd. 10 of 26 IF THIS DOCUMENT IS LF,SS �il'II I I III III III I I III I 1 III IIIII II I T TI1 fIl 111 I I III III III I I III 111 IIII 1 1 111 1111 IIl III III I I III III IIII I LF,GIBLF THAN THIS NOTATION, I ► 1!_�_ _ -1�� I47119171 l 1 �I �I I bl 1 1 :� bbl i }�I i I }�I GUST 16,im IT T S DUF TO THF, QUALITY OF ^'°N •�El�' THF. ORIGINAL DOCUMFNT. T— — qs 81E LE li L VIII IIII IIII IIII�IIII IIII ills,III IIII IIIIIIII 1111111111EIIIII Ilt lllllll� Filiti'll IIIIIIE t At I Li I > t�i I ►t I B[ I Et I tt I t I I I I L 9 I � IIII�IIII IIII�IIII III!IIILIIII IIII Illi IIII illi IIII IIII IIII IIII nn un Im ull Ilii IIII IIII IIII Illi Ln Inl un uu ml nn un nn nn nn nnlun lul un lu�l �'��'j"' ',A .y:�, '. "`�j',+�� .i-j�=� �'�:`-�1e1`±:�rFi ."�; :�f" 'qR�. �. •�'3 '.' s;f - y:. ,:!�c,y.. �` �.., •? ., - Pte`• ��" :r .. � � , .' �( t�.:Iw� j 'rFM-��. �•}�(}�y'�^ A�'." ' ,y'��yy�1� �Iy��. •A:"Y l -Y 'L.,.w SSP ::nl�" ..!•..:..' l� f' iY?i . •. .1 • .'..'�. r Y1 r 4. /1 �F �� yy.4�`. qy, V. .' F".`,?�,. .�'i"• :i, '4 •r. ��. t' ..i ,,. -'�.•. .h .y ! •'�'.. , _ .. �'Y �� 3� 5, ✓M1 7-T•• } ,'8.�.-Ii.r Y'f, .�' r . 'Y� "`l-"� r , ASA n � - 4-7-97 PRE-CON REN .I r I Q 0 ce wW z0 0 wJ U U J w i 71U LL_ 1 s171m 06 Cleo Z � CL/� \ ROJECT SITE AQ O Z V p y(N(OH i N --• �—� \ 5.W. SCHOLIS .FERRY DRAWINGS FOR : f , � ¢ 0 Aj(,RrWWLW DR Li N w grARDuSr AN t-K - ALBERTSONS FOOD L CENTERU VICINITY MAP 0- TIGARD OREGONLi GENERAL LEGEND U o z I. M O Lmm PROPOSED EXISTING n SANITARY SEWER _ V IID P C SEWER AND STREET IMPROVEMENTS W 0 �° STORM DRA;N o , J r WATERW �... W'^ O ` M 0. ' N.W. NATURAL — - _ CK [L 7 TELEPHONE -- — — P,T,TV-- O cc U 0 . > ELECTRICITY —• - - -- - - p a C U-) N TELEVISION — — __.p ? TV.-- O� 3 FENCE X -X --X—X--- CURB, ----X X--- CURB, DRIVEWAY, FOR • P.C.C. SIDEWALK - ' F.ow DIRECTION SANITARY SEWER MANHOLE «@ Musil erkowUtz Ruth fF"wJ J STORM GRAIN MANHOLE � .,'�� .� i( w� 24" DIA. DRAIN ` r > > W/SLOTTED COVER `4� 3 v 1 9150 � 24" STORM DRAIN MANHOLE PIONEER T FIRE HYDRANT WATER METER IGS Y.•' �� N WATER VALVEWILSONVILLE , POWER POLE opQ 0® ?, 1 W lJJ 8 ; _ c POWER POLE W/ANCHOR • $i ��r• '}� UGHT POLE 0 ( 503 ) SIGN POST a U C 685 - 7350 U MAILBOX o C= wY ( ppv��1 Ali �epi Y �J HEDGE OR BRUSH Cy (1 UI TAIL REFERENCE SLIBMIUAL 77E(5) OWNER / AGENCY STREET OR ALLEY RIGHT OF WAY ------ - _. _ R/W - - ` 01 PLATTED LOT LINE --- -- — — — — --- O Uj ' EXST'G OWNERSHIP UNE ----- - - - - 6 EASEMENT OR TEMPORARY (n RIGHT OF WAY - _ - - - - -- -- -- - - PROJECT CENTERLINE ANDZ ��+11.00STATIONING 0 N � '"' q w w V) �• K CL W SHEET INDEX 0 2 w SHT NO DESCRIPTION a > RA WN PROECi _ < Q REN 1896.000.0 C1.1 COVER SHEET J V CHECKED 018 DATE' PUBLIC SANITARY IMPROVEMENTS C1.2 ,AW 11 19-95 C1.3 S.W. :CHOLLS FERRY RD. (10+00 THRU 15+00) ; Q. 10vu T1 rLE ---- _�_—. —-- 0 Ci.4 S.W. SCKOLLS FERRY RD. (15+00 THRU 18+50) PUBLIC 0,5 STRIPING PLAN — — I.I IMPROVEMENTS C1.6 STREET IMPROVEMENT CROSS SECTIONS CE;\/fR SHEET C1.7STREET IMPROVEMENT CROSS SECTIONS — SHEET _HEET C1,8 PUBLIC IMPROVEMENT NOTES OF COVER PUBLIC IMPROVEMENT DETAILS IMPROVEMENTS SHEET NQT� CONTRACTOR rHAll. CONT ^7 im N( 'R "ONE-CALL" UTILITY LOCO CI.10 PUBLIC IMPROVEMENT DETAILS COUNTY FILE NO, 97-905 NUMBER, 246-6699, PRION TO -- — ---- - p� 1 7 START OF CONSTRUCTION, 96.000.0 1 I 14300 SW Barrows Rd. I I of 2G :; i _ _ .w.•.w.....d..+."..�"w,•sw....�r,.+dMr� � � � i�.�ow:w».•.+.w.•...,....,,..._.................,wr„aw �"+,w•+++Ma.r< � ,. ro*•+ir.M.+1.•..n.+•www.•..,r�-.•....+r�,rs.... •.__.__._—�� -r.._-. _ w.nw.w.a...++�r.r., ._ .�,t,:fc:YiDt�dl}RjTt T7T? IF THIS DOCUMFNT IS LESS � rf rjT if qI Illlfll f�lll I IIII III IIIIIII IITI111 IIIIIII IIIA I IIIIIII IIIIIII Illlllillllll I IIIIIII VIII I Illllll 11111 I Illllll�lll I�IIIIIIII III I I IIIIIII III fill LFGTBI,F 'THAN THIS NOTATION, iL-- I -�1 �.I_�—_I �l I 6I . 1 4 —1 �� - 1- {Ij I �� — I {i�J ?T iS DUF. TO TNF QUALITY OF 1 1�+ �'�1' r TNF ORIGINAL DOCUMENT. VIII Iilllllll IIII II8ITTTI 1GIIIIIIIILI l[I5IIIIII9II�LIIII Ilil zIIIIIIIII IIII IIfll IIIIIIIII IIII IIIII IIII IIIII IIIIIIIII IIIIIIIII I n nn Iim un IIIu nIl Inu nII un nnnu I N'„ ES 6 E I T _l9 uITLIIllill,IIIIITIIIIiInlIII nIIIM1 uHIIlT ,w nn uu nn nn nH lul!n nll�uu \ p,� . ,.><, .+, t.•,,, Mit�}._ 1. _ r L - I "t "y y. ,.ri, .a,,. - l 7 ,,' ?,, ��Ir,'y - r: ,q i .. .." r ♦..1. .. � 'T'�'.::6�t1 -n . .uC A +,:. - 1. n ^:r:i� I .:.: .e IC. 11 ! , �' `h'^l'•�. ,.P`' �Ti 9' 4c.'1 } F - R, 1•. l '01.. It i+ r '..{ + III- , ' Sk t• E � � �' ' . , 4. ea tx t. -. ., , . < .., �.. aI. Yr �, _,. ••w ' .! 1. . r '1'. ..r. 1" 1 i , , Re' T , I I . _ .A., ," ?. ; - ,. 1 ,. p . . I ') 4 e yj r (� �j !. �74 - , YY + .. S r , � - I I s - - . �.l .";.,:-I �. i Il ,�" b, , r ' • �. ,r, f•r t i� O y I ... . - -1,I .� ,. - ,. - , - 9 .'I. - .. ,r�t dot,, .�T✓ t `'v 'T - .,t '4�. ,r c`-� r.... . .fl+' f..4,. P ,- .w R- .. ,y yy .. .r �. P �' -"r he �, .{ r71. `x •-'n'• 7 .!' ••'T, 'a,yy� Y `�;�F " s ••� 'i t".•� •v' - dd- R + �l �- .+_:15; ,.}N,-A t•,.:> ,y`` _. - Y �W r.', ° ,a k•. Plr, r,R,eN� It I #f' 7F n• . 0.1".. ... -,,••4, _ > •4:.r. 4.. r, ,. .' .�r t • l,...-r �.1, ,,'- .W,M* ) ' It . a ,! - F, LI w.- �� .t, .- r W int , .,k t .1�j, O . 1 . . . LD • a� 1 . 0 i 7- >- I . ry . � � !` W W l� M z I z � o , : LJ 1 • O � i . Qs n . 0 U O (� _ c>2S Q am 0 ADDITIONAL CONSTRUCTION NOTES FOR THE SANITARY SEWER FROM 4 THE CITY HILL SCAN ALL WW PUBLIC SANITARY PIPE ALONG WITH Z F--- (y - - EJ STATION 0+00 TO STATHIN 1+67 (CITY OF BEAVERTON) EXISTING U SECTIONS OF PIPE REQUESTING ADISTURBED TELEVISION SCAN. THEAFFECTEDBY NEW Q----1T THE SANITARY SEWER SHALL BE CONSTRUCTED SO AS TO CONFORM TO CONTRACTOR SHALL FLUSH, CLEAN, AND REMOVE ALL DEBRIS FROM THE r ^ 0 r; THE REQUIREMENTS OF THE OREGON STATE DEPARTMENT Or SYSTEM AND 'HALL STRING ALL LINES WITH NYLON CORD (OR ENVIRONMENTAL gJALITY, UNIFIED SEWERAGE AGENCY. AND THE CITY EQUIVALENT) WITH A MINIMUM TEST STRENGTH OF 250 POUNDS. THE GRAPHIC SCALE LL J 7 H STRING ENDS SHALL Of TIED TO THE TOP RUNG OF THE STEPS IN EACH a 00 w 0 r- GF NEAVERTQN. �r " ``,\•'- STRUCTURE -L r ,,y o4/ THE CITY HAS ADOPTED 11GA STANfAkDS WITH THE FOLl0W1NG � NO'AT10N5. S NO MANHOLE SHALL BE PLACED WHERE FUTURE MAINTENANCE ACCESS 1 I I ^.„\-1 n,, I CANNOT BE ASSURED. WHERE PRACTICAL,'A HARD ALL-RATHER ( IN rW i ( � L L I ' 1. ALL STEPS WITHIN STRUCTURES MOST COMPI WITH OSHA STANDARDS SURFACE CAPABLE OF SUP"ORTING A 48,000 POUND TRUCK SHALL BE //y�� \ 0k(p \ .2 THERE SHALL BE NO MORE THAN ^.4 INCHES BF(WEEN THE TOP (K THE CONSTRUCTED (EX BIKEPATH) TO PROVIDE ACCESS TO MANHOLES IN I InCE 40 ft d& N V•-'--I - _.__._ __.__ _ __._. __ _. . _._.- ------._. �_. { ; \ G S : CAU710N: CASTING AND THE RUNG OF THE TOP STEP COMMON AREAS Oft PAR S N 6 J el \ ` --{ p})9V 1AEN rtlC,f P1i85$1JRI'`GAS AND Pt'1ROLEUM i'h` e� oli j� 5, E►"`'��"/♦o , 2 NO MORE THAN EIGHT (8) INCHES OF RISER RINGS ,HALL BE USED 6 THE CONTRACIOR SHALL CONTACT THE INSPECTORS FOR BOM 'HE CITY 1 7 /f \ , .%' OF 13EAWRTON AND CITY OF TIGARD TO COORDINATE INSPECTION OF �I_ � /-- /,__ FL- - .. -/ \\t0_�"Irl --""'r-" - .L / 3 ALL BACKFILL MATERIAL SHALL BE SPECIFIED AS PER APWA STANDARDS. SANITARY SEWER CONSTRUCTION. W � t/J \ / I w -)I \\/'I \ k / NOTE' CONrRACTOP SHALL PROVIDE EROSION CONTRA MEASURES AS Z U 4: \ :� I., REQUIRED -O PREVENT VISIBLE OR MEASURrZLE EROSION FROM THE +. U �J �' \ \ . A' y 4, CONSTRUCT.ON AREA `✓' / \ I - ',F;. ` / d \\ T� �'�� t. :,, , ' v'•. , rp ' 8,W SCHQLLS FERRY ROAD _- -��rr_-rs S.-+rs acc-�z�.L+.-•---__"-..._ _ -__:L.: ---z•oe-st"i r.i,.---+�.•.-.�::C�wr -� __-_..._._ ,r _ ! _ V..r+.:o. .. .• ---...... -_. .. .-.---.•-- ----._.. --'I- -'- _•--..---• 1.__�..-- ____ - _ ---_-- --.--- -- - 'rte. - 1 ,j !1 ♦. I v aT I, r• •-.a�arrw _"r_{-'-- F y' "�"y�raaas�li (CO. RD. ND. S12) e ` �t ^ 1 i1+60 I I4+t)p • 1 -• 0499 --- - -1 --__ - ._...-.}4}0 - ,_.... --I-- ---- - %+go--- -}-- C) � (R.0 W 62 FEET RDE) - - ---.---. _ ----- - -- -- _. .-- -- -_-___._. - _ _.- _11� - --T -- - 00 _ .4114+00 �• T - _.-_ _- s p a o in G x 3 -�-- -- --- ----- --.--..._. -- - - - - - - - -.-----.-_-.,-_��. --- - -- -- -- - - - r ---,y-_ - -- _ _ _"! _ - Z t ,ai � ' \ / c _ • 24 00 ` 1 t., h as tn -.--- - -.-- ._ . -- --- / --r - s--'-/ ---- yy_-.-------W'- ` r�' -y _ .-.---- .W- _�. - -- - 1 N --� 1 ,A w - W t , f j . - OHis...- __ --• _ --- .. __ - - -- TD-p --.-._- _.�_ -. ____._- _. _-- -v _ O : �-*4p.- ---•11Hn ----<),4c,--.------otP_ -.__��._....,_-..,7H >-----A -' �',J- _ - - - - - - - - - -_- -_ �,,, ,e ,/ I", 10, - ----\- --- --`- -T7 . -t-7i 1 .4� J�, " ,-'j P /11 rjI. r ti! t 11�I F 1� I o+ 3 ,�' T' j o � �3 V A 1 Z,, � , I / /'/ �%� ,V- ( �� lr _dull,: Alne- �; ^_,_. � / / / t� � '\,�^ / / / / / T ./ v,1. , 2 c" 1•RIVATE SSC , .. - ,I-Ts I I . ,P / �' -- \ 1 I i 1 I Cr tr' / / I - T: � V A I I = / may. , I'� / ./ I •t \ s / ��358T�59� 64�� j�-/.,3 I li' 0 '� ' "IT? I � / . / I I , , q,\;, . . � D r u / / � / 1 1 " 4 a O J 4 "I � U __ __ _ _ --- - _ _ -- - ---- ----- -------__ - - --- - ,.---- ..._- --- ,____._. _w-_ - _ _. - _ . _ _... . -.. .. - ,. __. - 0+00 2+00 4+00 + -p �;� _, . , I ti � � . . . i . . I , . : „ . . . , : ' : : : ' . . . . • S . I . : : I I . . L Cfn s i-' . . . :N:AThx : 0.1 ; : : N14VA G;k. : : NATIVE CRUSHEb DOCK... : �:�� . , .� �, W . . . . . 11 04. . . - . . . . . . ._!_ _ , , . . , , : : : : : : : �.r $_ : : : : . : : : . . BACKFILLS : B.F.: . . BACKFI : B.F. BACKFILL. BAGKFILL� ; • ' ; : . I : : : :: : : : : , rr . . : : : : : " I. . . . . " : : : : - : : . . . . . : : " . . . , : : . . : : ! : : 1 . . I : : : • .. , , . : : : : , . , . . , . . , , . . . . , . . . : . , . . . . . . , . . . . . . : : �A . , . t . . . . „ , , , . . . . . . . . . P Q ' . . . . .: : . ' i : : : .: . .. _-__.__. :+ . --- , : i . . . , , . . . : : : : . Y �_ :.._ _.. - _:�:�. --_.__ :. .:_:_ "' . . _- -- _ -_-_--- . . :_-._ _ _, _.I _ . _ _ ." , . . . .. . . , . .• : E 8 N , . . . ....__.__...--._. : . . : ' . . I I , : :. . . . : : : : . : : , : . . . I : : , . : : : : : . . ' rSa 11 . . . . . . . . . . . I . . . ... . . . . I . . 4 SUBMITTAL, DA TE(S) : . : . : I , : : : . ; I 1 . : , : . : , ; ' : • • : : : ' : !Ra'I " OWNER AGENCY" _ __:,. _ __.:.�._:�._:_ -__: - . . . . .�_:_.__..__.:.. I- --- .-- _ __ - ___� _.. . . . . , , , -_._ _-�___- ___. . . _ �__- . --- __�. _-�� - _ _ : ' : : . : : : : : . , : 240 € I . . . . . . . . I . . I I . . 1 : . . . . . : I I . I I : . . : : : � . . . I : - : . . . . � . . . ' : : : : . . . : : : . . . . I /r� . I : : . . . . . =- -- _-.__._ -___..:- --- - - : -------- . , . . I � � : � : . . : : : . . , : : 1 : . : : : : : . . . . ; . . ► -1 1) I I : ' : : 1 : . . : ' : ' : I :. . , . . ' : : : : : . - . �.._ - ---- _::- ,�-rkit u cTA a. T _ . . ,-_ 5 , . I -- - ._ ._.__. - - ^- .-.,-_.-._.- -.-._.,.- __.. -•----- � __._.--_.--_ -__.-. . . ._-. __._ '. . . . - ROM- t 1.71 232 Z ------. _. -- ;--_ _ _- -� .__._.____ -�3 - . . . . . t-. , . . . . . . �!r • 6 INY N((5 233 20 . , . . . . . . . . . :. : : : . * : : . . . . . . : . . . . . : ' . , : . . . ' . . : : ' : . : . ' : . . . : . , : ' . . : . : : : : : . . I 6• IN'/�OUT(11�r 23!.10 . : : ' . : : ' OJ �L� ' : : : . . : : . : . . . . . . . . : : : ' . . . : : . . . . . . : : F- . . . I . . . I . . . . . . . . , . . . . . . . I-. . , . . , . . . , . . . : : . . . . . 1 . . . . . . I I DO DO (n X . . . . : . . I - , , . . . . . : : . . . . : . . -- : : : : - : : : : : : :: . . . I ; : . I - . . Q : . : : ' : , -' : . : . , ; . . . . I . . , . . . , . .I I: . I . .. : . . . : * : . I . I " . , . , . . . . . . . , , . , , , . ( FaWN PROJECT . , . : , ; ' : : : : . . . : . . . . , . . ►vBLK; s.s. 16S' S. 0 4DTI P : ' ___ � V REN 1896 000 0 , . 4 . i - ._ __._.. . _.--. . ..._ -- -__ �_� . . , . 11�A : : : . _.-: ..__- --�. __.__ _ _._._ - ----.-r- _1- _ ___ _ -. I -- 67• 'y, b.�07� I . . : . : . : Nv N 72y�q : : ' LL4 0 CHECKED 079 DATE . . . , : : . . 0" pU9 C ,5. L . . . . : . . . . 1 B" INY. fAlT(S)+ 296.5 I . . . . .r F m . . . . , , , . . , . . , . .. : . . . . , . . . . , . . . . . a W 11 19-y6 I . . . . .. . . , Q . . . . . . . . . , . . . . . , . . . . . . . j: . . . . . .. . . . . . . - . . . . . . , , . . : . : . . . . . , .: I . , . W ;��I:�T rl77 . . J i. .M.H. TA . , RIMS 2J6. ' : : . . . . . N 1 . . . . . . . . 1 �:__`>L._ _§_ ' . . . . . . . . . . I : . , 8 INV IN( Zi .67 ._ _ _�. . . . __ -77: __ _ _ _ .,�_ -. ----_- _ I . . . . , . . . . , . , . . . . . . . . . . . . . . , , . -- ._. . ..-.._.-._. __ _ tPIMt 'r 1 0� -..- _-._...,.__- .e' IN QI)T Mh. 3.67 -_.-...... -{- . . . . . . . . . . . . . . . . . , . . . . . , . � (n r _ -- _._,___.._._._.,.._ _._ , . . . . . . . :" �'lR ,'I�(w-; 3TJ Qf. . . . . . . . . . . , . . . . . , . . . . . . . . . . . . � : . . . . PUBLIC . . . . . . . . . . . . . . . . . . . . , ; . . . : : ' :I . . : : I' . . . . . . . . . . . . . . . . : . : „ : : : : : : : , : : : : •. . . . . . . .: . . : : a SAN. SEWER , , , . . . . . . . . . . . : : : : . : : : : : : : : . . . , . « . . i . . . . .• . . . : : : ' ... . . . . . . . . . , . . , : . . . i : : : I . : . : ' I (Q IMPROVEMENTS . : , ' . : : : . . . . . . . . , . . • . . . :� _ _.:.' a.-..__ _.. -A __._ .-_-.- ._�_.. .- - _ �- __.... 1 E7 �. . .�.. . . . . ,«�- -'__.--.-..-_--_._._...__..._.._..__.._ .-. --_._. -.._.. ._.__t..--__.......__...-_. ,--.-_-,_- -�_-_-._---..__-•_.-__'-___.. . . , , ... . . . . . . . . . . . . . . . . . . . . . . . . . : : . . . : . . . . , , . . . . . . . .'ti'...._�..-. , . . . . . . . . , . . . . . . . . '�'. . , . . : : . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , , . . . . . . . . . . . . . . . . . . . ... . . . . . , . . , , . . . . . . . . , . , . . . . . : : . S r , . , . . . . . . , . . . I . . : . . . . . . : . . . . . : . . . . . : : . . : : : ' : . : . . . : : SHEET . : : . : ' : : ! . . . . „ . . . . . . . . , , , . . . . I . . . . . . . . . . , , . . , , . , . . I . . . . . . . . , , . . . . . . . . . . . . ; , . . . . . . , �--- _---._-___--- . , ,-- ' - ..- ..-- ------ __ �_.__ , . , C1 ....�. I .[, : : . -_._.. __ _--____-.__ -___..__ ____ _ ,______ _.__-._. -_ �-_»__-_._- a . 1 . ------------ - - -'-_-_ _ _...w.._ _.._-_- -,-- - - --- _ . , -__- - . .__ . . : : PUBLICIMPROVEMENTS �� 8 k . . . . , . , . .I - . i . - . � : : , : - 1896.000.0 -- dr-RIPIIIIIIIIIIIIIIiiiiiii • 1' , ., , 1 .. +' -es ., ...,..;a,• a 4Eta SI' ' 196 00371. ' W ' c, 143003 Ttarn, Rd. - w- ,3, qr'v; !� o W, u rmu::nnl, vlrx WA 12or26 f } ..F�•�,..."..,. -,..,.•.. . ..-e .r..-.>a>..,,.,........,_....- _ - ----- v....'....., .. r•« .+:A..w- ««,."!..-,.»w.w►w _ +w' t --. .."aru-.+.��"•.�enrllla...,,,wwwwr..r.wr.wr+..c.-,..,..ti4.tiFlW.•w..wJ.4". 11 THTS DO�UMRNT 1A LEB9 fim__ .11 - If 111 I 1111 III lil I I III III 1 1 I 1111 iii III 111 III Ili 111 I III TTI I III 111 III I I III III III I 1 1111 III 1 1 111 111 111 i I III IIIIIII LFGTBLR THAN THt9 NOTATION, _ Han jb,�_ TT t3 DUF. TO THF QUALTTY OF THP. ORIGTNAL DOCUMP.NT. R LNiiilii�ii','i �LL B . �LITLI LBl RI[ Lrl 1 I t 11'tBt I ft I Il I i I I I 9 IIta'VIII ill!I,II ILII II11,,,Il1111II IIIIIIII!IIIII IIIIIIIII IIIIIIIII IIU ILII ILII ILII 1!IIIIIII 1!111111II111111111I1111LLII ILII ILII ILII ILII ILII ILII ILII ILII ILII ILII ILII ILII IIIIIIIIIIIII IIIIIIIII ILII1111111ILII ILII ILII ILII ILII 11111111 IL II ILII IIIIIIIII ILII ILII III�YII ..�.,. .11'.. . _...__--- ... , ,.,. .. .,r.,.>.. • � ,. ,.._ 6; i •�x'�z a' w;. 'R T to .'. ^f1n�711 'w..y?Mn�* ..,,,� -. �.. -. 7.,�..�. .T..,,:y,.....,x'R,rgIC,..,,i-A'i""."'?,,lWN,,.(141�°t.u_.y-✓, ..)• "y..,�k".rf `j._ �J� •-- I - '.,l5-. d• 'r;a.. .' : ..1� ;H _ � .ra.��:?!EM'"'.jt"' _ rf•T.,"`g'1q' 7 .T 1' e '<'.` rl AL At 4-'7-97 PI!-Gal' M • I • � I Z • c � • wW 7 Li L 1 U W OU O (� m 06 Q I z �-- Q r GRAPHIC SCALE LD NOTE: CONTRACTOR SHALL PROVIDE EROSION CONTROL MEASURES ASra- I G 1. REQUIRED TO PREVENT VISIBLE OR MEASURABLE EROSION FROM THE Q CONSTRUCTION AREA. r I ~ �' l IaI ► I w 3 4 !� " CURVE RADIUS LENGTH DEL A BEG RAD 4 e 2 3A 4 END AD t inch - 20 tt a 12��Glti'; C N J - 5 A 35.00 54.88 89'50'27" 35. 5.4 235.26 234.94 234.88 � o B 35.00 54.93 89'55 20 1. 1 1. 2 1. 2.1 S 232.95c0tI - C ---35.00'----5-5-0-,T--90'04'40- 230.60 0. 1 86 232Q.95 w '5�. X11. ''y.'k y r 4. ' _- REMOVE/RELOCATE BY OTHERS CONTRACTOR TO COORDINATE CONTRACTOR TO REMOVE/RELOCATE W LLJ r_��' `'L��. BEHIND NEW SIDEWALK. (L (� ' S.W. SCHOLLS FERRY ROAD wRD.= _., _ -- r� 10+00 SCROLLS FERRO ________ TT , 0 - --{CO, i,D. N0. 812) CL-CL OF SCROLLS FERRY ^ c M R ® (R.0.W. 62-FEET WIDE) I AND S.W. WALNUT ST. z 3 ^ I 00 -14+00 - - 1 - - 7i3-I GO 00 I �l' o o C SD202U-C1.10 0104-C1.9 1. 04 C4 t\ o O \ - - -• -- X- - - SAWCUT ��Q�_-_ - - I i y'•, !r ;1�+ - -- - MIN 5' FROM FACE OF O M U �. y - 0_ - � rt J i�lE URB. I _ T r 13 111 C-5 iL - _ __. __ --• _�.__.__.�.�_.•-._ _ - - - - - -_ t �- - .� - ; � .-+i.• •'• i w `'.r _��._.�. . .- '! _ I^r:. . a ••fin '' .. �i.' •�. ► . • __ S 'r ` R TR T C. AT _ - N t V) - � t.:�.�► y�_.K...i'_ r rte".•-:_ .. �_;�. ;'_�y _r. '•_ �� .. . ...- .. ...-.-�._.._. - -,.-.•- 'L'�y.. _/1 -' ..._... �.3� �.� ._.. _ O � - - - -. _ r ' NEW CURB R- 234.25 :;•' :y. ? �� ;.,�I « H.C. RAMP - - - R};, , ! .:Yp . + �,,_. l _ in _h C. RAM • s CONSTRUCT PCC D - - - - - - - �' - - - - - - - - - - - -~\H.C. RAIgP, . r o' ri - PER DETAIL DW-263 Rt \ _! LOU _ .. _�� .�...,,.�-,g.:a_ SAWCUT AND REMOV A EXST'G CURB AND WALK. �� a 1 1 EXST' CURB AND wDEA ALK TO REMAIN. j I_ ckf U) w 15+00 14+00 13+00 12+00 11 +00 10+00 cL U :: - - 240,00' VG HIGH POINT EIEV ,. /35.76 ' HIGH POINT STA 10474 21 � . : • : .� PN-STA . 11+10 I i �� o � • � r KD PM ELEV r 236.04 a y . 293 4 T r � a C -84-21 vi L CD an Low Pani ELEv . 49 5? -«- 1.0 I YOQ,OC° vE _.__.__. 236 236 .-._-----_ __-___ ._ ___.-- ---- _ _--,____- . ._.----_____.. ._._.. .. . __-- --- , _. . ___..._ ..__ .- - -..------ --- -_. .___...: _. __. .. .. . - .. _ . - _.____ . - . . . ._ - . . ,< I Q LOW POINT STA - 14175.06 5 » PVI TA . i4+90 . ; BEAN RETURN PN 0.EV . 224.51f.G..1.C. AA r 415 BEGIN CURB SW SCHOLLS FE1RRY - - SUBMITTAL DATE(S) ' ! � I -_ , K . 4 - P� = AGENCY' s9e I � I � i I 232 - - - _____ ._. _. -: . -- - -: -- «_- �.__ . - -37 - _ . 232 •'�"'+� � !.. -i NAL _R�w: � �5 17 _ . . . 3: 1 VARIES � h W 9� 0.606 1 Mq V E5 v1. ' 1 V1 CEf 228 . _ --- -= - �.. �. . . .. _ _ . -. ._ 228 17% 12' S1• : : . c 13♦82 . . . . . . PCC WALK T.Q. TO N FOR 2VERTICAL J RIM- 231.01 PER DETAII ! CUtRVE DESIGN PURPOSES ONLY. a RAV ry PROJEI_r '4 _ INV.- 22e.ot . . . . . . . . CS305 REN 18 0 _ ... -. . . - __._._-_-- _ __. .. . . . . . . . - _. ___ - __ -_ ____ ___ _. , F - -... . . .. - - . _ . . . . . . . M � I . . . . . , . . . . '"� - COIVIPA�TEQ"St7BGR'AO � . _ � 96 l 00 I . . . . . . . , - , , , . . . . ' EXI TING ROADWAY I , ; $ F V l.-►+EcrlEn ole un 1r : ' . CURB AND GUTTERI j _ SAW 11- 19 a6 . . PER DETAIL I� CS3�0: . SHEET n T� ' _ E E E _ . . . . . -- - .. . - . . . . ... . - 4 _._.___________.___ _. _ ______ . . __ .• ---------.. . . . .--"____... __- -- _. . . . . : . . _; ._ ._- ___ . . . __-_..----.._ --- .___ ____ ___.. . - •-. -- 224 22 : , .: . . : : ' : : . . : : - 5 I ". �, I 3 SCHOLLS FERRY ! NEW /AU J STA 14+68 :, . . . . I 3 1/2 CL .8" A ; . . RIM- 230.k t . . . . ; (1 1�2" l �1 OVI: �" 11�T} : STREET t2"INV, 1N(rN)- 227.00 ; ' l ' . . . ALL CONSTRUCTION PRACTICES A D METHODS SHALL 24` tluv. IN(s)- 227.00 . . . . : CONF�RM TO WASHINGTON COUN11Y STANDARDS. - IMPROVEMEI`JTS : . . 18" POND FLOW INV. IN= 727.00 - -__-- 18" 9ITf INV, tN- 227.00 bOX CULVERT OUT(EXST'G)=223.85 . . : . : ' . . . 1 /2 STREET �MP� EMENT SECTION ION S-IFF T : . . STS. c.e. STA, 14±92 R. li; SHEET RIM- 230,00 INV 22'OQI .,.. . . . . . . . . . . . . . . C1 .3 1 . . . . . . . . . . . : ' S CH0LLS FERRY ROAD IMPROVEMENTS i NUMBER 1 • 1 I : : . . I 1896.000.0 �f til II�9 f6�-Ur,US7 � Irk 14300 SW Harrows Rd. '4.3 .t_,s.',�9r`�:r:+tt.'Ftl"ua'J_5r.�.w Le_,�.,L__.. 44;,��., c • ,.,r,•i t.E �'r i�:� . t^s+<•r�,4tt, H �r' •' c '. - `- '',.. �":. .:, .,I �, fir•..,... ..,..�.,w,..•_.".,•.�+...+_,.....-...-..-...� TF THIS bOCUMENT IS LESS 11Tr II II.I 1 111 III 111 I I III IIII TP ITT 11T 111 I 1111 IT1 111 I I III III III I�jI Ili ilI III I I III 111 111 1 1 T11 1�1 III I�IIIIIIIIII III III III III 111 I I LEGIBLE THAN THIS NOTATION, I 11 I I I II I 141 I_ � I I I I / I 14 I IT iS DUF TO THE QUALITY OF "a w •moic - THE ORIGINAL DOCUMENT. o � �I1111111IIIII IIIIIIIII III1�1111 IIIIIII211111111 II IIIIIIIII IIIIIIIe IIIIIIIII IIIIIIIII IIIIIIIIIIIIII11111I11111IIIIIIIII IIIIIIIII IIII�IIII IIIIIIIII IIIIIIIelllllllll61111�1111 IIIIIIIII IIIIIIIItil IIIIIII IIIIIIIII�IIIIIII•IIIIIII 911IIIli IIIIIIIII IIIIIIIII IIIIIIIII IIII . ., �,.j`'4,'��a .. .�. T..,..•';" i .�• 'Y`ft. T'1'R �,...7f' a1�I�e,�>�IY;+ � •.'a,y ,rr�+�4�.''['�,d'.. ,l"•,- �;,�i #'�"y^nR' %�yA fJ' - .. . ��E., i t4•- ,. •, `!^ r. , � rL r .. .. . s . ., ., s. : s r � • , 1 tR'. .lt. 't.. S7V31' .1'►�.� ti.. -, .. � ' 9M '•73 � � „ •, _ ,. •. '• Y�' u,',�Y .1... 1 .: .. �t ..,. ?J ..aS a. .,r' ' LKw. t i- •y w a.. 1. " - 1!. 1 !'� a. - ... • ,. .r . �,` r 1 , ."' 1 .�'.l M. ... , , ... a ,r.,,al"F�.• �� , ..' �'-` . - ., 7,11z, ��-q c s :,+, , y L'`�. " a r• r'. 4' .7 1 .7 4--7-17 PIE-DOM REM • z >- r� ry w � � I z ZLLJ c� a f U J J LJ O cl� I Q � 0 O (� 06 CONTRACTOR SHALL PROVIDE EROSION CONTROL MEASURES AS I O Z NOTE CO LD REQUIRED TO PREVENT VISIBLE OR MEASURABLE EROSION FROM THE GRAPHIC SCALE __J CONSTRUCTION AREA. a la 30 b ~ Q �A ( >7 w IN ) 3 I PQr 1 Inch - 20 ft a F-ii CURVE 1RADIUS LENGTH DELTA BEG RAD 4 1/2 3A 4 END RAD w a " - --' -- D 3 05 0_ 01.39 100'30 07 233.9 234. 5 23 .64 236 45 2 7.26 _dd �/ E 35.00 48.52 -79'25'18" 235,49' 23552' 23_52 235 52 236 20 U E \ w 7 U I I lad R REMOVE RELOCATE BY OTHERS CONTRACTOR TO COORDINATE \ �� •` �� Z C to CONTRACTOR TO REMOVE/RELOCATE \ I n =� - d o t o R' BEHIND NEW SIDEWALK. Ll.. Z 3 r I S.W. SCHOLLS FERRY ROAD _ 40, -- - -- ... - - _- _ _ -- C- - - _-- < o I *� I I i a 1 (CO. RD. N0. 812) R - O O j• O W N dJ 0. 0 (R.O.•W. 62-FEET WIDE) I R I R - - - - - - -R - - +00 - - - - - ? V m w X< ; o _ _ - - -4-8+QO +-- - -x-4-00 -- J = -- - - - - - - - - — -+-08-7- - �--- (Y � - o � N •> so- c.s_ � � O ov ' I D,a-c1AWCU - - - - - - - - - - - SAWCUT _ - C=j o o L o � f _S T ^ ___-- ---_. __ - - ----------------- - -- _ - -- �,, - 1 z yJ W - >� _-�_.�. :.x,� z�,�„a--..�.._. , _.:-:.-..-.,.�...-� x.:_-.,-.-�afr_ar_r_•-c s�...s-+T,#�-<... ..,a.�-.e � - _ -�•_ _ .. '�'� -�1 r , �-._.�_��_1. ...' _ rq:i,"� - - ! - • � . � '• ♦ � � .._, .. _.�.-. , L J�.-�— T S �..-�._ r �L - - _ - n �...,' • , 1' ,. .• S "fib .�' _ .. _ • •. 1 1• _ r - ---� a - ._. � � `.b�� ,� N .. H.C. RAMP --- - 'Y r. -- -_-_---- - _-_- -- --- - -T - H.C. RAMP N a _ _ CONSTRCCT CC D/W - W ��----^�------------------j �' ! 01o5-c1.9 PER DETAIL IOW-203 W / /-�� ------;�= --------------------------,-------------a ,/ __ _ �• N Np` �d ER 19+00 18+00 17+00 16+00 15 00 U ' a� C - ------ ---- ..._.. — - 10000' yr — -- - --- -------- - - 8 . ® •- C ♦�:J, I HIGH POINT ELEV 235 59 r t :n HIGH POINT SU • 18t 16.67 �� u PM STA W W 1 1 I r> �-MAY',---Mv LA A.D. M 3.0 a N 236 236 — - - . , CC I m N O LL SUBMITTAL DA TE(S) _ . . ._ OWNER / AGENCY _. - - - 4CL EXTEND CUM AND GUTTER TO MATCH EXST'd (APPROX. 125'*) _- -1 ]Lg SOT;t.- - - - -- EXaifi�,p/ t' 1 O S- 4.60% - _ _ 23� 232 - - � — - ----------___..__- _. 1----_ .--- - _ -- -- ----------�--------------: ._-- -- � _ - ._ _ , _ _ AREA DRAIN STA. 17+95 '---- - 24' ST.S. Lm 305 Se 1.46 -- --� - - lj RIM- 234.50 - - Z `�---� I INV. 232.00 --- - SLS C.S. -A. - -_ RIM- 235.04 - _��` v3 ��- i INV.: _31.54 -- - - � W - - - 228 2.28 �-_ __- .._ -- ----- _ . . _,_. _. -. -- --- _ .- ------ ------ ._ - - : . ._ _ r-- r V > I i I Q J R A IMd PRO,afC REN 1896.000.0 CHECKED OTB OA 1 CwEC E TE SAW 11-19--96 SHEET TI TLE 224 224 -_�._.____ __ ____--_-� _ _.__.___ __.. ______ . _._�__ __— _ cn � � FERRY I ° S ,f OLLS I 0. STREET I ----- ENTS IMPROVEM r SHrf:E T I ' ! SHEET' 1 .4 OF 10 ROAD .I � NUM� 1f10 SGHOLLS FERRY _ 'Illi -,.,.a. .,., I: till'o-UO 7�+-�'. 1 � •' 5 :',r ,v.� ' ? ..,� 6' rti _ .' a t 1896.000. > �n 1431X1 tiW Derraws IF THIS DOCUMENT IS LRCS III III III III III III IIII I III III III I III III lil 111 III III III I I III 111 111 III III III III I III III III I i III TI1 111 1 1 111 111 1�1 I I III III III III III III III I I • r t hili 6 i , i � i � il � � iI �L i �� LEG F THAN THIS NOTATION, _ _ 1 -- _. J _ 4 � -.�— —��-^� IT IS DUE TO THE QUALITY OF _THE ORIGINAL DOCUMENT. _rr TtTTT TTT r pE SIL RIG L1L C- vIL I s Is 6 I i C I� 9 I R I L T 9 t I I I 'r i I i I L i I T i I O i 18 I i� I ISI I I 19 7 I► I E I 6 I t ,+. IIIIIIIII IIII IIII IIII Ilii llll llll�llll IIII IIIIIIIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIIIIIIII IIIIIIIII IIIIIIIII IIII�IIII IIII IIII IIII I II All III,IIII IJ,I�CII IIII IIII IIII IIIIIIIII IIII u.1 ul,lm ill illlllll IIII Ilil IIII 1111 IIII;'ll IIII IIII NII I 1 rip'', ` a 4... w, s.. T " r •i r i. d it�d�'tiA'�., t �,ryvd.«+'..f wy a� r r i �. .'1 4 , ; • IM 4 7-97 PRE-CON REN ILI/ 0 z L1J LLJ z z � o W _--, Cri U J LJ O r1 F1 (� 06 Q m v) z f-- CEQ � Du f GRAPHIC SCALE z f S W. SCHOLLS FERRY ROAD _iusFc�a Srn.�E s.-.. W O 1-4 YELLOW SKIP STRIt�E � TWO 4" SOLID----- - � �'- � � � Q/ Q INSIDE 1-4" SOLID YELLOW YELLOW STRIPE _ J a> »+w 12.00' 16+0o I s+0o 1.+00 12.00' t 3+00 U 12+00 I r 00 I P+ -�� ( [N 119 ) LTJ 3 - 12.00' 12.00' �- — 12" SOLID WHITE t inch a a _ U /.. .i� .� ,�:.�•1s y �� •. v .:a ... _thy r s : }� rM�. r _ �:►�:._�!_ i�_'_i tii:L .:1�r'M.i_:� .l�.l.`i..-:.C�:._. STOP BAR. AND X-WALK 6 «.•y .ii w .. �.l .d�.�.... _-•sY� -_ — — ... — �� .` — — — — --._ . •',y,��_7MOIr, STIR PING p uj Ln / � I v •1 I E)as-nNG aui : STRIPING zu � u � n t o n 4m in�''•' jl v ao to • e Im O r M 1 J o. O C I x < 3 1` V)Cx t.i > I ooco C 00 TRAH�E �y • I ttllv+tlltl� \�, ,gip d i LI. I I 4 �, Od6- � • �C R w m //''''' U C te' 4-) v U r� CLr _j b MATCH EXST'G I (JBMl T T'AL DA 4:(` STRIPE PATTFRN , OWNER A<:E-N,. ) AND ALIGNMENT S.W. SCHOLLS FERRY ROAD EKsrc roo s,nrvE INSIDE 1-4" SOLID YELLOW � �,,,,,,� ..".�.•7 , UG 12 r 10' t + to MUG Z LJ - l• ... 00 / U � V/ u) W Z -1 � 0- '.1 w .I RA VI N PROJECT REN i 896.000.0 I � f5 CHECKED 0113 DA TE Pa ,_J L SA''w 11-19-96 '-,HE ET r1TtE I PUBLIC a IMPROVEMENTS S1 RIPING PLAN SPIFFY SHEL T t c1 .50F 10 PUBLIC IMPROVEMENTS S _TFRIPING PLAN "UMKR 1 , 11 1896.000.0 - 51 I!1-1105 J •, - _ - s 14100 SW III Rd. I S()IL 2661111 0 116 ".•�► Y•• .�.o�w •.......w., 4K k•1�M� IF THIS DOCUMENT 15 LESS �Illlf I IIII Illilll IIIIbft III IIIIIIIIIjIIIII 11111111111114 1111111 III I IIIIIIIIIIIII� IIIIIII IIIIIII IIIIIII IIIA I IIII1�l�l�ill�l i�f�l�lll�ll IIIIIII IIII IIIIIII IIII .... 1 iG, !J�I 1I� I J2�f I it it !h. ��_•___ �_ aw LEGIBLE THAN THIS NOTATION, _ 1 I _l�, �_ —�� — --- w..a�� 1 16�I777 IT IS DUE TO THE QUALITY OF a �_ r THE ORIGINAL DOCUMENT. 7� - EIs E 91 t 91E LE G 9E ►L I EE EII I 1BLL 191 19t 161 I B�l I EI I Ii I I I 9 I 9 I L I 19 1 1 1 yl 1 1 1 1 1 t tw VIII IIII IIII IIII IIII IIII�IIII IIII IIII IIIIIIIII IIIIIIIII,IIII Ilil IIII�IIII II,I IIII IIII IIII IIII IIII IIIIIIIII IIIIIIIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII III'.Im ilii un nu nn nn nn nn nn nn lnl uu un nli�ull I • 1 PRE-CON REN I L':1 0 1 Z LL_ z z (,.-) c LIJ J 0 U J Li I i O ry Q = � LL 14+ 50m Q Z �-- lj 16+00 ' z EZ Q 236 236 �� J 17+ 50 v' - k 240 ( 24u 236 - 236 U • W Li 232 �3 a tt s < 232 C 236 236 232 Z` o a b C14 d d 228 a\ O1 t0 N w`8 cr a o 1-- N N 3 = 1• 232 228 " 228 20 0 20 a o � o vi `> '3_. N 40 20 0 20 40 20 0 20 40 O C „ I I I 18+ 00 16+ 50 15+00 240 240 240 235 7.3(- AT ; 9 • t • IF, 236 2361 y 236 CD u 2.'. `'= I re.. 9 .. 4-) C 232 232 232 aWl V 20 0 20 V {V I I �� J I N 40 20 0 20 SUBMITTAL DA TE(S1 'OWNER A'ENCI' 40 0 20 18+ 50 240 17+00 154-4- 50 240 ( 240 — __ }' i WZ 238 236 #" l 0 O RA WN PROJECT _._✓_ ,. . _ ----.-. - ._._�II __ _ —+__ I_____ _iI�:___.._ . _ , REN 1896-0000.0 236236 CHECKED DIB DATE SAW 11-19-96 & SHEE T TI RE _ _._ _ �j-.__. _. _. 232 r-^`-~j— ._..-�• �.�r. _+.�- -� - 21? o Cn �3z 0 20232 - I I c SCHOLLS FERRY 40 20 I ..-r--- [L STREET 232 SECTIONS 4f 20 4 SHEET SHEET •t• d r oF- _L 228 2284n 20 0 20M�R S-CHOLLS FERRY ROAD SECTIONS .009.0, " 14300 SW Harrows Rd R a Ifi irf 2G ..Y s„ "'� - C _ .� .J .x �fS•.ti, ... -' K` . ,k'•. ..... ,. ', �. ,.4 ..;'- _ ;l �.. �. � � - t.i+� -='-*"�s,�_f_w1Y��.,..�L- _ - - �Y'irw+air�.M.tiiarriia:..,. _.. (• .... <� ,+...f7k ��P'i Jr� �r,4 _ � ..wrol�iii�r+rrrriis+ ....rirr....nar.��w.r.•,...»..._.- _._....,..r._ �•1ri��'.rrrar�t'iw�ilii 1F THIS DOCUMENT IS LESS lr Ilf III III ill III III III III III i I III IIII IIT 1111119111 111 i I III III 111 III III III Jill III III III III III 111 III 11111 lil III i IIII III III III III IIIIIIIIIII) a�lr F2i .. LEGIBLE THAN THIS NOTATION, - 1 �-1-�- � �1 61 !._!�! !81! IT IS DUE TO THE QUALITY OF _ _ Ne D" THE ORIGINAL DOCUMENT, qe I L R I I LL t L 4L I B - L I TC L 19t 9T I LT 19T I I l I Bt 8 I Li I It I t I I I L I T9 lv �9 I�In I VIII IIIIIIIII IIII IIJ II 111111 IIII IIII IIII IIII IIIIIIIII IIII IIII IIII�IIII IIII IIII IIII�IIII IIII IIII IIII�IIII VIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII nn un nn nu nu nn nn I I , 11u4r . "-•� -.Sl. ., ... ,..,,n-. ,. .� r Y.,��.q,....t-`-r._..:. � •-.-o -,•,-•awr�r:._ax-'M .:�•-r e• - C 7-77T a 1 �.,,y I V • J.�.,yb .. . . -W Y:,--. .. .__5"'+s!� _►?.,4 a..'`ti .. •,�%.:�. ''• p�. a.. - te.. ,, .. - - . .■ "L R�.• of Wt ..' r. 4-1-97 PRE-CON k:-N . I I i i I Q . i � .n M,',�. -�i�.� ,��,` 1.�Y4MF� 1 R}�Vyy��,�.'1•'�:5'��_ L.i.. 19. x.11'C�Y..11r.•�,. ,� *(#,K•1 w LLJ LL- Z Z o 0 w -I l3 U _1 W ICY- Q U 0 ID W 1 -)+ 00 o �:D 240 240 Z H 11 +50 �-- w3 W Q3 236 . i. 236 240 240 W w 0- V O 232 ` -~-�.. ` 23� 238 I - 0 To h t 236 Z •C o LN ac _ O C-4 C t0 J ^ N 1 ' II N • G 40 20 0 20 G i , O d k1 3 232 `~ 232 N c 13+50 4a 20 0 20 n n vi 3• 240 240 12+00 � cj J. 9 • m. 236 236 240 240 Z �p e i L 10+ 5( a CL 12 ---•• 232 236 236 __ ___. ..._ •__ . N c d in Q CL 4 N 640 20 0 20226 23240 20 N0 20 32 SUBMITTAL DATE(S)' OWNER / AGENCY ` 1 n 232 2 14+00 12+50 20 20 W 240 ','40 11 +00 t6 236 240 LLI f1' Z I1 f2 i L.Lj 238 ; 1 , 236 J J 0 PAWN PRoJECT i ! REN 1895.000. _ __.._ I \ I { a 0 1 73Z _ _ _ _ _ _..__. 2 r- - - - .. 13� r F CHECKS 0T8 232 _ __. .�._ ATF f f_ -- — SAW 11-X19-96 a SHEET T1 Tl E 1 i 1 vi 232 �_•_. _ -I- __.� . ; 232 C� RR i I 1 j S �a1_�S FERRY STREET 1 1 �1 ��• f. I >F SECTIONS 40 ao 0 20 46 20 0 �o X240 ..� �- tQ23 SHEET 11 - T 5 • .! � � � 'f' , � %f W4 'L• , � .. C� � /7 `_may. iii.1 ��/J{ - -- �� . � 1 } 1 t L •+ r, f _�..��r V. JOB NUMBS I . SCHOL S FERRY ROAD SECTIONS 106.000.0 1 , 13 :i •f., My )'y JZ �y '., - X t'SL y[yrlt,.aM U�'.7 1's.t' ,�,.�t - �.-+. 14300 SW Barrows Rd , s se-.+.Mwl..w..�+.«....�+.ws,.,.:s.Mr_a�,..�.uwer .'��w7�iww��r�11��'��i�.i.' n�u.�tlY�arwr. � � .r � ,rl►.nva.�ill• �.... •�v.#wwar...rww..n.a..v IF THIS DocUMRN1 1; LF SS Jr III 711r 111 1LF.GiRLETITAN THIS NOTATION, !—� ... _ _ 41 '--� �� IlQIT IS DUE TO THF QUALITY OF — P I THE ORId1NA.1. DOCUMENT. --r--- E R LL UG U6 ) 4L B I L I tIL L Ui Ut I Li I t f l I T I st I t I tt 10� 8 L I 9 I 19 I 1�j C�j �Trpw VIII IIIIIIIII IIIIIIIII IIIIIIIII IIII IIII IIIIIIIII IIIIIIIII IIIIIIIII IIII IIII IIII IIII IIII�IIII IIIIIIIII IIIIIIIII IIII IIII IIII IIII IIIIIIIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII I!Il IIII IIII l'nlllll lllllllll IIII IIII II16111I IIII IIII 11111111 IIII IIII YI1 e J •J 01 r;��• t • •� .' ,., iY��ro,, ,w «..�,,..�}:;a:. � �f§'',1� �•:,t��R'Q!aQ--'Y�'Y s'ro"'!r'Rf:y��'�•, t it+ ' �r',�.�'�t^�'� '�. �'�• v 'X'.,'�f1�r`:�i'�.. �•7Y+". f 5 . i _...i.'.. '1....� - ,G'�, ,v � i.','l'.il„„.-. _ }+ , �t' s;Wt' �r ,.�' ¢. ..? T _ fir, ,,I r., "s•^�, els 6 4- 7--97 PRE--CON REN r �- z Z C4 ED w w 4 w w w C (V • E:1 U O (� LL_ 1 06 OD n/� CITY OF fIGARD STANDARD NOTES FOR PUBLIC IMPROVEMENTS: Z CZ 1 1 The City's Standard Specification for traffic control is "Manuel on Uniform Traffic- 21 Work provided for under the permit shall include repuir of existing facilities (roods, 48 All existing factlitiee shall be maintained in-place by the Contractor unless otherwise 79. No trenches in roads or drive,xoys sr,a�i he. left Is on open condition overnight All t� :DI< {i Control Devices For Streets and Highways", 7ep1. of rransportotion, F.H.A, 1988 ed ditches, els) as may be neeessory, m the City's Inspectors opinion, to overcomeshown or directed Contractor shall take all precautions necessary to support, such trenches shelf be closed before the end o/ *ooh work day and normal tropic z k deterioration or damage which occurred in conjunction with the work authorize be maintain, or otherwise protect skisting utiCties and other facilities a, all times during flows restored. F-1 Traffic control shall be provided for by the contractor in accordance with the City's permit Corrective work shall be done at the permits holders expense. construction. Contractor to leave existing facilities in on equal or better-than-original standard specification and, also, in accordance with a City (job specific) approved condition and to the satisfaction of the City Engineer 80. Water service pipe on the public side of the meter shop be Type K soft copper traffic control plan A copy of the approved traffic control plan shall be available 22 One as-Dullt moor drawing showing all now public improvements, Including any tubing conforming to ASTM 8-88. LL at the work area revision made to the previously approved construction plans and, also, any 49 Utilities, or Interfering portions of utilities, that are abandoned in place shall be Z w improvement which may import on axial'-g public system or facility, shall be provided removed by the Contractor to the extent necessary tc accomplish the work. The 81 The work shall be performed in a manner designated to maintaci water service to F 3 Public roadway shall not be closed to traffic, at any time, without having fitst to the City by a registered engineer along with on engineers certification of Contractor shall plug the remarnir,• exposed ends of abandoned utilities, buildings supplied from the existing wOterllnes In no case shall service to any mom it obtained written approval from the City Engineer The permit holder is responsible nstallahon compliance (form attached) line or building be interrupted form more than four (4) hours in any ane day for provision of timely notification of traffic now disruption to area wide Emergency 50. Contractor shall remove all existing signs, mailboxes, fences, landscaping, etc., as Contractor shall notify the City and all affected residents and businesses a minimum w Services (Tigard Ponce Department, Tualtain Fire Er Rescue and to Tri-Met and 23 A sewer system air test and (VHS) TV test report and one site of blue line as-built$ required to avoid damage during construction and replace them to existing or better of 24 business hours (1 business day) prior to any interruption of service. O 5 Tigard School District. (of either or both the storm and sanitary sower system) may be required by the City condition. ITLJ r ^- for review and approval prior to connection of any buildings to the sewer slstem. 82 Where sanitary sewer lines cross above or ;within 18-inches vertical separation below v J f 4 Advance warning of imminent traffic disruptions shall be provided to the general 51 Any septic tanks encountered during construction shall be pumped out. Contractor a waterline, sower mains and/or laterals shall be replaced with ductile iron pipe at motoring Public by placement of an advance notification sign at each end of the 24. The permit holders Engineer/Inspector shall submit dolly Inspection reports. Ona shall break bottom of tank out and backfill with pea grovel unless otherwise required the crossing. Center one full length of Class 50 D! pipe conforming to AWWA C- Ift: construction area 72 hours (minimum) before initiation of construction work. weekly basis, to the City's Inspector. (see Developer - Engineer Agreement Note No. by public agencies having Jurisdiction. Septic tank removal to be in accordance with 151 and C-104 at point of crossing. Connect to existing sewer lines with approved l---) 5 Access to existing properties shall be maintained at all times, including normal 5)• County sonitorion requirements. rubber couplings. Note. For on 8-inch waterline with 36-inches cover, lateral inverts j I I II delivery service and mail service and if not, shall be cause for work Stappag encountered until 25. The City's Inspectors may, at their discretion, require provision at teats and or 52. Any wells encounted shoo be abandoned per stole of Oregon water asw within 5.67-lest (68-Inches) of finish grade must be ductile iron.aurces su �^ effective access is estoblished. reports from the permit holder, permit holders engineer or contractor to validate department requirements 83 Per DEO requirements, Developer/Contrarlor shall have sewer installation J { claims of material or construction adequacy/compliance. Such tests/,*ports shall beinspected, tested per APWA procedures and certified by a licensed engineer { 6 Traffic control devices, flagpersons, etch, shall be in place prior to initiation of provided at the permit holders expense. 53 Any fuel tanks encountered a all be removed and disposed of per Stote of Oregon Contractor to provide engineer with 48 hours advance notice for inspection. construction work one shall be effectively maintained DEO re uiremects. Backfill with coin acted ranular material Manhole tesUn shall be g p 9 9 Der'ormed after completion of AU pavement and final 26 The permit holder shall provide a copy of a properly executed Release and Waiver surface restoration o 7 No work will be permitted during the hours of darkness, nor between 9:00 p.m, to document to the city for each ownership disturbed by construction activity, as 1 U 7.00 a.m., Monday through Friday, nor between 9:00 p m. to 8 00 a.m. Saturday, nor evidence of disturbance resolution and owner satisfaction 54 Contror,or to review soils report prepared by Dames & Moore, and conform to all 84, Unless otherwise specified, sanitary sewer pipe shall be PVC in conformance with p e between 9-00 p m to 9.00 a.m. SUNDAY rec,,omendations listed In the report. ASTM D-3034, SDR 35. Minimum stiffness shall be 46 psi per ASTM D-2412 and T t: O A 27. Existing monuments, property corners, and survey markers shall be protected Joint type shall be elcstorn&;r gasket conforming to ASTM D-3212. All other 30 r, 8 Miininnum travel lone width shall be 12 fent; pedestrian travel shall ciso be provided Replacement shall be at the permit holders expense. 55. The Contractor shall be responsible for managing construction activities to insure appurtenances and installation M conform to the City and Unified Sewerage Agency U 00 for that public streets and right-of-ways are kept clean of mud, dust or debris, Dust specifications. 28. The Engineer Shull notify the Washington County Surveyor when the initial and final abatement shall be maintained by adequate watering of the site by the Contractor. C 9 The City reserves the right to add to or modify traffic control requirements as may lift of asphalt hove been placed. 85 All precast manholes shall be provide with integral rubber boots. Where manholes C \ be necessary to effectively control traffic and to OSsure public safety. 56. Unless otherwise noted, all grading, rocking and paving to conform to OSHD with integral rubber boots are not used, a sheer I joint shall be pro+ided on all r M 29, The permit holder shall provide to the City Inspector, in writing the lomea and 24 Standard Specifications, 1991 edition mainlines within 1.5 feet of the outside face of the manhole. Lockdown fids required 3 a O 1b Before initiating any construction activity, the permit holder shall contact the City's hour emergency telephone numbers of two (2) persons who have outhority to resolve on all manholes outside of public right of-ray. Q in private Development Review Engineer, (telephone: 503-639-4171) to establish a problems, take corrective action and, in general, will be responsible n case of any 57 Clear and grub witiim work limits all surface vegelot on, trees, stumps, brush, roots, . (n 3 _si place, time and date for a preconstruction meeting. emergency The permit holder shall notify the City Inspector, in wrhing of uny/all etc. Do not damoye or remove trees except es approved by the engineer or as shown 86. Openings for connections to existing manholes shall be made by sawcutting or core- . kj assignment changes on the drawings. Protect all roots two inches In diameter or larger, drilling existing manhole structure. Use of pneumatic jackhammers shall be prohibit- 11. The permit. holder or his contractor shall notify the City's Inspector of 503-639-4171 ed. Connections to be watertight ono shall provide a smooth flow into and through O C twenty four (24) hours prior to commencing work, twenty four (24) hours prior to any 30. The permit holder shall cause his contractor to provide to the City Inspector, in 58. Strip work limits, removing all organic matter which cannot be compacted into a the manhole. Small chipping harmers or similar light tools which will not damage -- 0 p staged inspection (see following listing) and after completing work covered by the writing, the name and 24 hour emergency number of a designated "Competent stable mass. All trees, brush and debris associated with clearing, stripping or grading or crock the manhole base may be used to shape cl annels or enlarge existing U-) - permit. Person' responsible for construction safety as per OR - OSHA, Chop 437, Div 3 shall be removed and disposed of off-site. openings if authorized by the Engineer. 3 Construction, Subdivision P - Excavations. The contractor shall notify the City Inspection Requirements for Public Improvements Inspector or any/alt assignment oneness 19. Immediately following fine grading operations, compact subgrade to 951 of ;ire 87 Sanitary Sewer pipe and appurtenances shall be tested for leakage. Leakage tests maximum dry density per AASHTO T-180 test method (Modified Proctor) shall include an air test of all sewer mains and laterals and vacuum testing of the General. Contact Public Improvement Inspector at 639-4171 a minimum of 24 hrs 31 It is the sole responsibility of the permit holder to provide for property rght-of-entry Subgrode must be Inspected and approved by the Engineer prior to placing manholes. before beginning any construction work witi,rn the City limits. Also remember and/or easements prior to starting work. Proof of right-of-entry or properly exucuted embankments or base rock. oggesse I inspection is required before 'covering' or 'pouring' anything easements, shall be provided to the City The City shall in no way be construed to 88. Prior to mandrel testing and/or TV inspection, flush and clean all sewers, and be liable for the permit holders failure to obtain or provide proof or right-of-entry 60 All fills within public right-of-ways and easements shall be engineered. Aaditionally, remove all foreign material from the mainlines and manholes Required Inspections Al a minimum, inpsoction is required at the start and end of or easements any fills outside of public right-of-ways which are over 2 feet in depth shall be each of the following work phases, engineered. Engineered fills shall be constructed in 6" lifts Each lift shall be 89. Contractor stroll conduct deflection test of flexible sanitary sewer pipes by pulling an 311. Before placement of the final lift of asphalt, the permit holder shall clean and have compacted to 95% of the maximum dry density per AASHTO T-180 test method approved mandrel through the completed pipe line following trench compaction. GRADING STREETS the City complete a pre-acceptance video inspection of all new sewer lines. The (Modified Proctor). The diameter of the mandrel shall be 95% of the initial pipe diometer. Test shall Cut & Fill Staking Horiz/Vert Stoking permit holder shall provide the City with 30 days of notice for video inspection. Any be conducted not more than 30 days after the trench backfilling and compaction has j Temp. Drainage Work Subgrode Cut/Fill deficiencies shall he repolred before placement of final lift 61. Unless otherwise shown on the drawings, straight grades shall be run between all been completed. 4 Dust/Erosion 'antral Curti Stoking finish grade elevations and/or finish contour lines shown Proof Roll Curb Line GENERAL NOTES FOR PUBLIC IMPROVEMENTS. 90 Upon completion of oil sewer construction, testing and repair, the Contractor shall SANITARY Ar STORM SEWERS Curb Forms/Pouring 62, Crushed rock shall conform to the requirements of Section 02630 (Base Aggregate) conduct a color TV acceptance inspection of all rnoinfines in occordunce with APWA Z w W MH k CS Stoking Baserock Installation 33. Contractor shall procure and conform to all construction permits required by the Cities OSHO Stardord Specifications. Compact to 951 of the maximum dry density per 303.311. The TV inspection shall be conducted by an approved technical service go Pipe Installation/Backfill Base Compaction/Proof Roll of Tigard, Beaverton and Washington Count Owner to a all project permit and utility T -1 _ - 9y pay p ) p u y AASH 0 T 80 test method (Modified Proctor). Written compaction test results which is equipped to make audio-visual recordings of the TV inspections on VHS `' • Trench Compaction Testing Wearing Course Installation topping, TV, and chlorination costs. Contractor shall provide owner 4E: hours notice from on independent testing laboratory must be received by the Engineer prior to video tape. Unless otherwise required by agency with jurisdiction, a standard 1-inch Air Ar TV Testing Wearing Course Campection prior to requiring payment for permits. Cost for retesting shelf be borne by the placing AC pavement. video ball shall be suspended in front of the camera during the inspection. Repairs/Resurfacing Power Trench ng/Utilities Contractor. /,y J Sufficient water to reveal low areas or reverse grades shall be discharged into the Traffic k Pedestrian Control Street Light Installation 63. A.C. Pavement shall conform to section 00745 (Asphalt Concrete Pavement) OSHD pipe immediately after to initiation of the TV inspection. The VHS tape ar.d written Outfalls/Rip-rop Monumentation 34 Contractor shall provide all bonds and insurance required by public and/or private Standard Specifications for standard dui., mix. A.0 Po,•e ent shall be compacted report shall be delivered to the City Traffic Ar Pedestrian Control agencies having jurisdiction to a minimum of 911 of maximum density as determined by the Rice standard Sidewalk/Wheelchair Romp method 91 Storm sewer pipe materials to conform to the constru-tion drawings and City and Installation 35 All materials and workmanship for facilities in street right-of-woy or easements shall Unified Sewerage Agency requirements. Contractor shall use uniform pipe material 7 i Overlay Installation-Ii, conform to approving agencies' construction specifications wherein each has juris- 64. All existing or consti,.cted manholes, cleanouts, monuments, gas valves, water valves on each pipe run between structures unless oth -wise directed or approved Jointed cis diction, Including but not limited to the City, County, Oregon Health Division (OHD) and similar structures shall be adjusted to match finish grade of the pavement, HDPE pipe shall not be used for slopes exceeding ten percent (IDR). xa g r WHEN !N DOUBT CALL FOR INSPECTION and the Oregon Department of Environmental Quality (DEO) Sidewalk, landscaped area cr median strip wherein they lie. pal V n 92 Catch basins and junction boxes shall be set square with buildings or with the edge W L '��•- ii developer is required to hove all sanitary and storm lines within the scope cf 36 The Contractor shall perform all work necessary to complete the project in 65. Unless otherwise shown on the arnwings, no cut or fill slopes shall be constructed of the parking lot or street wherein they lie. Storm drain inlet structures and paving [ L their project cleoned a minimum a week prior to requesting a pre-acceptance accordance with the approved construction drawings including such incidentals as steeper than 2H:1V shall be adjusted so water flows into the structure without ponding water inspection The boll and flushing or jet rodding method are considered acceptable, may be necessary to meet applicable agency requirements and provide a completed W In A 30 day minimum request for pre-acceptance TV inspection is required prior to project. 66 All planter areas shall be buckifiled with opproved top soil rninimum 8" thick, 93 Unless otherwise approved by the Engineer, all storm drain connections shall be by scheduling placement of the overlay Any problems noted in the inspection are Stripping materials shall not be used for planter bockflll. manufactured tees or saddles. S V subject to repair prior t7 the placement of the overlay 37 Contractor to notify Cil , County, and all utility companies a minimum of 48 business _r hours (2 business days prior to start of construction, and comply with all other 67 Contractor shall hydroseed all exposed slopes and disturbers areas which ore not 94. Unless otherwise noted or shown, storm sewer pipe materials with watertight pints d° 12 A copy of the permit and all attachments, and a c-py of the approved construction requirements of OPS 757.541 to 757.571 scheduled to be land.caped. to conform to the table below. Contractor shall use uniform pipe material on each IIIG plan and all amendments shall be available at the work area All work shall conform pipe run between structures unless otherwise directed or approved. b 5 + to the permit terms, conditions and provisions and to the City approved permit plans, 38 Any inspection by the City, County or other agencies shall not, in any way, relieve 68 Unless otherwise shown or indicated on the drawings, 6-inches nominal curb s g and approved pion amendments and to Pie City's standards and specification and to the Contractor from any obligation to perform the work in strict compliance with the exposure used for design of all parking lot and street grades. 95 Contractor shall desgnote the pipe material octuolly installed on the field record o� these General Conditions Changes to any of the aforesaid must be approved by the applicable codes and agency requirements, drawings and provide this informati.an to the engineer for cs-built drawings. SUBM;TiAL DA (S) City, in advance of work performance. 69. Contractor shall construct handicap access romps at all intersections in accordance 4 (.-IWNER / AGENCY 40. Contractor shall erect and maintain barricades, worning signs, traffic coney per City, with current ADA requirements. 96 SweeF storm sewer pipe into catch basins and manholes as required. 1 11 Maintenance o} the work area and approach roads is the responsibility of the permit County and ODOT requirements in accordance with the MUTCD (including Oregon = J_a holderThe work area and _,roach roods shall be maintained in a clean condition, amenaments). Access to driveways shall be maintained of all times. All t-affic 70 Sidewalks shall be o minimum of 4-Inches thick and driveways shall be o minimum 97. Unless otherwise shown or directed, install storm sewer'pipe in accordance with free from obstructions and hazards A copy of the permit holders Certificate of control measures shall be approved and in place prior to any construction activity. of 6-inches thick and shall be constructed using 3300 psi concrete manufacturers installation quidelines. Insurance shall be available at the work area 41. The Contractor shall maintain one complete set of approved drawings on the 71. Where trench excavation requires removal of PCC curbs and/or sidewalks, the curbs 98 Prior to mandrel testing or final acceptance, flush and clean all storm drains, and •r After spreading of mud or debris or stage of materials or equipment of any kind construction site at all times wt,ereon he will record any approved deviations in and/or sidewalks shall be sowcut and removed at a tooled joint unless otherwise remove all foreign material from the mainlines, manholes and catch basins upon any public roadway is strictly prohibited and violation shall be cause for construction from the approved drawings, as well as the station locations and depths authorized in writing by the City. The sowcut lines shown on the drawings ore Immediate cancellation of the permit The City may at any time order immediate of all existing utilities encountered These field record drawings shrill be kept up to schematic and not lotended to show the exact alignment of such ruts 99 Contractor shall conduct deflection test of flexible storm sewer pipes by pulling an W clean up and stoppage of work to accomplish clean up date at all times and shall be avoirable for inspection by the City upon request. approved mandrel through the completed pipe line following trench compaction. 72. Contractor shall coordinate and pay all costs associated with connecting to existing The diameter of the mandrel shall be 95% of the initial pipe diameter Test shall 15 Effective erosion control is required Erosion control devices must be installed and 42. Upon completion of construction of pvbllc facilities, Contractor shall submit a clean water, sanitary sewer and storm sewer facilities. be conducted not more than 30 days after the trench backfilling and compaction has maintained meeting DEO requirements. The City may at any time order corrective set of field record drawings containing all as-built information to the Design been completed V) action and stoppage of work to accomplish effective erosion control. Engineer for use In the preparation of As-Built drawings for submittal to the City. 73. All pipes shall be bedded with minlmurr. 6-inches of 3/4" minus crushed rock bedding and backfilled with compacted 3/4" minus crushed rock in the pipe zone (crushed 100 Street lights shall be installed after all other earthwork and public utility installations Z 16 Property disturbed by construction activity shall be seeded with a standard grass mix; 43. The Contractor shall submit a suitable maintenance bond prior to final payment rock shot) extend o minimrrrri of 12-inches over the top of the pipe in oil cases). are completed and after rough grading of the property is accomplished to prevent UJshrubs, flowers, bark dust, existing signs, pavement markings, mailboxes, els, shall be where required by public and/or private agencies having jurisdiction. Crushed rock trench backfill Shalt be used unoer all improved areas, including darnoge to the poles. N UJ re-established, reinstalled or replaced, with like kind and material. sidewalks. 44 Elevations shown on the drowh,gs are booed from Washington County Bench Mark 101 Street lights poles shall be set to a depth as Specified by the manufacturer, but riot p 17 Effective drainage control is required Drainage shall be controlled within the work 540, Elevation 294.42, consisting of a brass disk located of the dead end of Ferri 74 Contractor shall arrange for and pay all costs to abandon existing sewer and water less than 5 feet. in site and shall be ser routed that adjacent private property, public property and the Street off 135th Avenue services not scheduled to remain In service receiving system is not Odversely impacted The City may at any time order r-orrecl ve102 Street light poles shall be installed within one degree (#1') of plumb m O action and stoppage of work to accomplish effective drainage control 45. rhe location and descriptions of existing utllities shown on the drawings are compiled 75. All piped utilities abandoned In place shall have all openings closed with concrete J from available records and/or field surveys. The engineer or utility companies do plugs with a minimum length equal to 2 timer the dlumeter of the abandoned pipe. 103 Contractor shall coordinate with utility companies for wiring and hook up of street Q a ty Excavator(*) must comply with ORS 757.541 through 757 571; excavator(s) shall nui guarantee the accuracy or the completenna of such records Contractor shall Ilg, tor. d 0 TlFAWN PROJECT notify all utility companies for fine locations 72 hours (minimum) prior to start of field verify locations of all existing utilities prior to construction. 76 The end of all work. Damage to utilities shalt be corrected at the permit holders expense utility stubs shaft be marked with a 2-x-4 pointed white and wired to a Z REN 1896.000.0 pipe stub. 104 Unless otherwise shown on the drawings or approved by jurisdiction having authority, Q 46, The Contractor shall locale and mark all existing property and street monument. all new private utilities (power, cable TV, telephone k gas) shalt be Installed F V c1,iff-r'kE0 OTR DATE 4 Contractor must verify all existing utilities for both vertical elevation and horizontal prior to construction. Any monuments disturbed r'uring construction of the r,ruject 77 Contractor shall provide all materials, equipment and facilities required for testing underground Instollation of private utilities in a common trench with water, sanitary C location prior to start of work (pothole before digging if necessary). Should conflicts shall be replaced by a Registered Land Surveyor at the Contractor's expense, all utility piping in accordance with City construction specifications. Cost of all sewer or storm sewer is prohibited. R m arise and redesign or relocation of facilities be necessary, it shall he done at the retesting shalt be borne by the Contractor permit holders expense Changes must be approved by the City in advance of work 47 Contractor shall Yield verify location and depth of all existing utilities where new t05. Contractor shall coordinate with power, telephone, and cable Til -.ompony Jor 01 ,,ciEET WEE performance !ontractor shall coordinate the workwith affected utility agencies. acilities cross Contractor shall be responsible far exposing potential utility conflicts 78. All non-metallic water, sanitary and storm sewer piping shall have an electrically location of vaults, pedestals, etc All above-grade faciritles shall be placed in a (L far enough ahead of construction to make necessary grade modifications without conductive Insulated 12 gauge copper tracer wire the full length of the installed pipe location outside the proposed Sidewalk location 7 2n A temporary hard surface patch (Cold mix A.0 or Hot Mix base paying) shall be delaying the work. If grade modification is necessary, Contractor shall notify the using blue wire for water and green for storm and sanit•ry piping. Tracer wire shallPUBLIC placed on trenches within roadways at the e d of ouch days work. No trench on site Design Engineer, and the Design Engineer shall obtain approval from the City be extended up into all valve boxes, and manholes and catch basins Tracer wire 106. Pol•telephone and TV trenching and conduits shall be installed per utility - or off Site, shall be left at any time in on unsafe condition. The permit holders it Engineer prior to construction All utility crossings Shall be potholed as necessary penetrotioms Into manholee Shull be within R inches of the Nm elevation and company requirements with pull wire. Contractor shall verify with utility company a IMPROVEMEN T responsible for and ,s liable for hazards or damage resulting from the prosecutiop of prior to excavating or boring to allow the Contractor to prevent grade or alignme,it adjacent to manhole steps The tracer . ;hall be tied to the top manhole step or for size and type of conduit prior to construction. All changes in dlrectiun of utility the work, conflicts. otherwlan supported to allow retrieval fron a outside of the manhole. conduit runs shall have long radius steel bends. NATES 107. Contractor shall notify and coordinate with private utilities for relocation of power poles, vaults, etc. SHEET SfaEFT tir1: .&9OF PUBLIC IMPROVEMENT NOTES `� "UMBER - 1896-000.0 1 , 14 t;vniuz ltd , i1 relit .i..�rreeaiiirr r. ..,��•�_ .. - alis r,w.r�wiawusi.Le .. .. .�r*I .•.•: - • .. .. -rar,.rar..-.a��,w......-. ru+..w.•.Y.r.,•: .1.., ' �'.•.,'•• � -- ,. a,Mir.+i,nYrrllriMlillilrxwr,�rrii�l.�w�.r.raa�.w.wrww..�r... a„vsecr:avwaawe WlaYxa,'exelyMMw« .w.....,.,w,.,r,r.,.. I F Tjjl; DOCUMFNT 15 t.FSS Ii Ili IiI I I I IiI I�I I I III I I ! III III I�1 i�1 Irl IiT 111 1111 1j1 IiI III III III III I ill III III IiI III 111 lli 1 1111 lit I�1 I I III III III III III IiI VIII I LFGiHi.F'. THAN THIS NOTATION, 11 ( I I I I 14 I I ( G I I I I I I �� I _�L I 1� /�I 1 Cr (/j(7}'] i'f is DUF TO THF', QIIAhiTy OF - - - wo7e -!;r -� PQWSt I`'r i" ` THF ORiGiNAL DOCtIM"I'l, - E I I L I �i. 81 Lr + L1 I I O 1 8IIII III,III, IIiII„,l,l�llll IIII IIII IIII IIII IIII IIIIIIIIIIIIIIIIIIIIIIIII IIII IIII Illi IIII IIII IIII Iill IIII llll�llll,llll IIII IIII IIII IIIIIIIII IIII IIII IIIIIIIII IIII IIII IIIIIAII - '0004 +wrcuh[#1}r+ .:'slii�i'1111F•..'w ,.. . •. - .. ,Ytc �+t, �w' ) '. NNy(,'•,'� , 4 11 ,y[riy '� y,� L�' .y' , . ,F.y{ .rS �7T'r!"I.�Y Fel@,�.'If}w ' '•"'-iVF�;.�' .A•".'.. REVISICINS 4-7-97 PRE-CON REN Q EA r ' C7 z >-- CLI Li W � LL. z z LLJ J L7 u _J W O CLI ' v U [� Cl (� 06 � m z F- CLI o ::D Q z LD cz I I I LW. 11/0'TYP _- -- A VARIES TO MATCH CURB TYPE F A A I� — 0. (A A A � o _13 W � I3',"CTOCTYP 4- / J I(If X 1/2 NORMAL SLOPE-� t•-� ■N Ir W 30.FOGE FLAT-iii 2 y2 X4 OF PAVEMENT Z ,,-SO EDGE fUR BAR TTP. _ !•{--_ - -I- � z� U NOTES., W LLJ ;r B 1. CONCRETE SHALL ATTAIN A MINIMUM d V/ ! I �� PLAN COMPRESSIVE STRENGTH Of 3000 PS.I. q u a IN 21 DAYS. u TY/ ;x•2WM�d L I �' 2�e—t '1 �N = 2. FOR FRAME DETAIL. SEE DWQ NO. 0-107. o < • - 9/16` -- WG I le Q A 9. FOR GRATE DETAIL SEE D . No. D-q1. 1 O >� O 1 " 3 NO. 3 BARS— 1-1 O_ 3 j O In I 2 SEE NOOK j �7 � Z 7 (, — --+ DETAIPLAN I ►./; 30-' --� i Opt v cep BOTH ENDS ), 'N X'/ SECTION A A ° ALL BAR! SO EDGE FLAT BAR (SEA.) __. DRLN - c • OI�. � � _ _ J 1 A ' 24' i Il�zT•,�`j 24' ; � 27 Z � 1.0I--?- P L A N • '1'--MIN. I MAX. MAX. de i 1 MA". I MAX In� Q i o _irf. J I NQ3 - o may o o U o i :iN c �-G •\ I --Y a to M BAR it I I -_ T T P E W. 1,w. e' SECTION A-A 1 • {" STANDARD 0` 2-0"- 2' I � 3 ' - -33'8--•{ (OVERSIZE 1'- I%Z I'-0" 3'-O" 3'-33js .917 R TYPE DIA. W. .W. SECTION B-B 0==9 PIPE WI 1 REQUIRES 2 GRATES. - p SECTION A-A ELEVATION B-B STANDARD K)'-12' 1'-31/4' 1'-1 7/1` w 'STANDARD' AND 'OVERSIZE' ARE WASHINGTON HOOK BAIL HJTE,FOR PLAN B ELEVATION SEE (OVERSIZE IS`-27' 2'•43/4" 2'-73/1' COUNTY DESIGNATIONS, DETAIL DWQ NO. 0-100 B 0-101. 1 REOUIRE3 TWO GRATES 9 STAN06AND B OVERSIZE ARE WASH...O.DESIGNr.T10NS WASHINGTON COUNTY WASHINGTON COUti11YWASHINGTON COUNTY WASHINGTON COUNTY L�a� rmpd� DEPARTMENT OF LAND USE F R A M E DEPARTMENT OF LAND USE G R AT E fDEPARTMENT OF LAND USE RECESSED CURB INLET DEPARTMENT OF LAND USE AREA DRAIN,TYPE 11 Q ; 9 AND TRANSPORTATION i 1i AND TRANSPORTATION AND TRANSPORTATION AND TRANSPORTATION Q, r co DATE JCIVIL ENGINEER DRAWN AIWA NO. WASK COUNTY NO. DATE CtVll ElIOINFEII DAANY APWA NO. WASK COUM7'Y NQ DATE CIVIL ENOWEER DRAWN APWA NO. WASK COUNTY NO, DATE CIVIL ENCIPMEA DRAWN A►WA NO. WASK COUNTY NO. pi`� - / /� = AFRI b-Mi I-C (MOD.( D-102 / �7 1+�i•�. �-- i bes I-D (MOD) D- 103 /!i•rlaf- .�._ 1�..•�-- RLs hes 2 (MOD.) D-104 [,L[31�Jc �� Ate+ as 4 (MOD.) D-105 d��s�7� U G rn C6 W -_ _ _ w /� S �— 2'-4 3h' 1}� van I j__ 2'_ 3' ___.____� STREET AREAS ___OF STREET AREAS t ( I I I EXISTINGCCv o I ExST'G 4.5' SO SECTION ROX CULVERT RESURFACING A A 98. ■■ _fi `--� ,• •� ' CL.AiSL]j 7+'STD. ABACKFIt7•ST.D. r SUBMITTAL DA TF_(S) € OWNER / AGENCY 3G.EDGE FLAT BAR o N N 2 I/2"% I/4"SO.EDGE FLAT BAR / _ TY►GRATE BAR (!EAJ •' - " 2 �i{-(\ ryp. CLAS! B o r 3 X 2 1/2"X 1/4"L -}V} 3/4=0 ORANVLAR V r TYR BACKFILL D• .o O 3 is-L7' Lull- UTILITY VAULT 38y-4686-TA O _ 21/2'x 3/1' !� W W\24' OPENING, 4' RISER L�,� SO EDGE FLAT BAR C) 24'x 4' FRAME AND COVER J C-TOC. •� J W c i r• b e ) PLAN FLAN N �'n �,t ' ° ,'e Q FINISH GRADE- r,tvAn :na: O Z W �. • O., s, Q <A.C. PAVING) _�[F.�G f7i_ J Li COMPACTED N BASE ROCK 7, O -- I IY 0 _TY/ 2 -7{� I W 11 q 0 1/4 I 1/2"X 3'BOLI' / JL,W t0 T e .• 0'4 •� •. - - -- EXST'G VE SO _l t _ PDX CULVERT � � � ORANfJ PROJECT -`-- ry W REN 1896.000.0 SECTION A - A BACKFILL IN STREET AREAS PIPE BASE - = - -1- a SECTION AI'-A 1.IFS/W 19AOAINS'CURB, FILL ROCK TO t1 ST- (D ! ' BACK OF S/W .LILYAnaN. u�� F V CHECKED OTB DATE _A --- J SAW 11- 19-96 t.OF S/W IS NOT AGAINST CURB,FILL ROCK ,•'BACK FROM CURB �¢ ,Jl N SHEET TITLE 0 PUBLIC UFVATIUN IMPROVEMENTS r 110 dftWASHINGTON COUNTY FR.� MEWASHINGTON COUNTY GRATE WASHINGTON COUNTY PIPE BEDDING AND DETAIL_# DETAILS DEPARTMENT N LAND USE DEPARTMENT OF LAND USE DEPARTMENT OF LAND STORM DRAIN VAULT DEP TRANSPORTATION AREA DRAM , TYPE II AND TRANSPORTATION AREA DRAIN , TYPE II ( AND TRANSPORTATION BACKFILL DETAILS � SI)202U NTS SHEET SHEET DATE VIL Ei� DRAWN AIWA NO. WASK COUNTY NQ DAT! CIVIL EIANEER DRAWN APWA NO. WASK.:+vni!r 14Q DATE CIVIL ENOMEER DRAWN APWA NO. WA>lAL COUNTY M0. - - ,� -_-. "�?- 5- A D- 107 &7A! �-__� AEA &—p 5-B D- 108Al NONE - M- 406 OF JOB NUMBER 11 1696.000.0 15 µ�'7 Ilr v�•t rllr Y '/i t. - ..• .,�.,� `. �' f i� ,a .,y'_ r I.111N1tiWliurcctwsRif. t �, '�'� �,rA�4��',>11• vi; y ��(r °blc> '_'" r•` , ..,� 11),,I 2(, M 'Y . '"tl'+A n e "O, 1' 1'•5.,:. 4:1 V� aJ -A �t �... `e - a A ".r 1 1 ! `•k n .r , '.,. ,.. t>. - ..■a..r ..n.- aa�arrlr■ - - ..r....•...,...•., .. .�� ..,. .. -•:.:. _�.� 1 a■wrwr ■Ir I r•..�.,■■.r.■.r•i�r+r.+r - . . ,.. t �IA_ t F TH1r DOCUM" Is 1•F'« iJ III 111 I I III III III ILILIIII III I I I�I�IID III I)T I�A, III irf TII I V III III III I IjIIII III III I I III III III I I III 111 I�1 I 1111 III I� II 111 III 'II I I / yryyy'�► LFGIBLF. TITAN TII15 ND'TA.T10N, I I I--- I Wil_-I I I`t� I. L_�I I �-Ill I�1III I 1 IIII IIII � JS� IT IF DU F TO THF. QUALITY OF N■.M �• I /`` THE ORIGINAL DOCUMENT. B�L LLI —�E I I�L I S L I TL I OL 81 B�I LT �1 14i I i t [ I gi I ii 18l 18 I I L I �9 VIII(III(III(III(III IIIIIIIII II,I(III IIIIIIIII(III I�IIIIIII(III IIIIIIIII(III(III(III(III VIII IIIIIIIIIIIII IIIIIIIII lilllllll till(III(III(III(III(III(III(III(III Lill(III(III(III(III(III(III(III(III(III(III IIILIIIIIIIIII(III(III IIII�IIII(III(III(III IIIIINII J +A 4 Y u6.7. e 01 REVISIONS I 4-7-97 PRE-CON REN zCLI LLJ Li I Li U —� LJ O U LL_ 06 to a � DRAINAGE STI CKOUT FACE O CURB DRAINAGE elIC 04PE L_J FACE OF CURB /// 3 1.D.PLASTIC WIDTH OF STREET 3• I.D.PLASTIC HPE J / PIPE W/COUPLING R/W �- __j STREET WIOYH- / WITH COUPLING 6 i._� I R � • �V2' R S' Q r STANDARD CURB CURB JOINT EXPANSION JOINT AND GUTTER SEE NOTES W . _-.. ' TC11..1E1 ROAD ra MROAD j Y ..�— 3qw� ROADLJ �.�{-<1_OF 3H -0 <COMPACTED SUBGRAOEa CIO • TAPER\224` m� -Z4 X. SIDEWALK ADJACENT TO CURBU P/W L j PLAN VIEW- STANDARD CURB a GUTTER BASE COURSE- 1` ' FLOW LINE 6L 'l y2`FALL T72 TOP OF CURB. i W 24" < 2% o IJP ROAD- - H Z 1. FOR USE ALONG MEDIANS, GUTTERS MAY BE REDUCED WITH PRIOR I. FOR DESIGN SPEEDS GREATER THAN 40 WPM TME EMERGENCY MOUNTABLE ^ I u APPROVAL FROM THE ROAD ENGINEER. CURB C5-300 SMALL BE USED, 24` � � -24'- 2. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 PS.I. AFTER 20 DAYS . e 2" OF y4=0 ( U U) 2- CONCRETE TO HAVE A. BREAKING STRENGTH OF 3000 PSE AFTER 21 DAYS. COMVACTCD SUBGRADE L C 3. EXPANSION JOINTS EXPANSION JOINTS. SECTION A -A SIDEWALK AWAY FROM CURB_ as c DVN-" W. TO BE PROVIDED. A. TO BE PROVIDED O W M 1) AT EACH PCNNT OF TANGENCY OF THE CURB • G AT EACH PRINT Of TANGENCY OF THE GUR1 NOTES Z _j V a O W) 21 AT EACH COLD JOINT. Z AT EACH COLO JOINT, `!ANENT SLOPE lyy I. CONCRETE SHALL BE 3000 v51. AT 2B DAYS 6 SACK MI%, SLUMP RANGE < 3) AT EACH EIDE F INLET STRUCTURES. 3) AT EACH SIDE Of INLET STRUCTURES C ! T/2' TO 7' � tp 4) AT EACH END OF DRIVEWAYS. - 4) AT EACH ENO OF DRIVEWAYS. �- z z G ,•i N - S) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 4S FEET. � •- YY �•' Y SI A7 LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. 4 �' 2. PAWLS 70 BE S FEET LONG O O U [I C B. MATERIAL TO BE PRE-MOLDED ASPHALT IMPREGNATED,NON EXTRUDING, fl MATERIAL TO e[ PRE MOLDED,ASPHALT IMPREGNATED,NON-EXTRUDING, • . ig O O WITH A THICKNE39 OF 1/2 INCH. WITH A THICKNESS OF 1/2 INCH. 3. EXPANSION JOINTS TO 9E PLAC£D AT SIOE5 OF DRIVEWAY APPROACHES, 0 0 F• 4. CONTRACTION JOINTS UTILITY VAULTS,WHEELCHAIR RAMPS,B AT SPACING NOT TO EXCEED 45 FT. in A. SPACING TO BE NOT MORE THAN IS FEET. 1 CONTRACTION JOINTS •. e. THE DEPTH OF THE JOINT SHAH BE AT LEAST I%2 INCHf i. A. SPACING 70 BE NOT MORE THAN tl FEET - SECTION B-B 4 FOR SIDEWALKS ADJACENT TO THE CURB B POURED AT THE SAME TIME AS THE D. THE DEPTH Of THE JOINT SHALL BE AT LEASE II/2 INCHES. CURB,THE JOINT BETWEEN THEM SHALL BE A TROWELED.JOINT WITH A MIN. 1/2'RAOIUS. S. BASE ROCK Of ST R]h'-O , 9�yE COMPACTION. BASE ROCK SHALL Bf. TO 4. BASE ROCK -2%0 OR3/4'-O , 25% COMPACTION. BASE ROCK SHALL BE TO SUBGRADE OF STREET STRUCTURE OR 4' IN DEPTH WHICHEVER IS GREATER SUBGRADE OF STREET STRUCTURE ON 4"IN DEPTH, WHICHEVER IS GREATER. 5 SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE G ORAL I.D. BASTIC I• 3ITHCTERPLASTICPI CURB IS USED OR IF SIDEWALK, IS INTENDED AS PORTION OF DRIVEWAY, A. I.D. PLASTIC PIPE WITH COUPLING S. DRAINAGE BLOCKC PI - 3` COIA- PLASTIC PIPE. OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. D. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB A. I.D. PLASTIC PIPE WITH COUPLING. 0. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILUO OR CURB 6. DRAIN SLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3"DIA. PLASTIC SAW CUT VERTICALLY IB EACH SIDE Of DRAIN AND REPOUREU TO FULL DEPTH OF CURB, SAW CUT VERTICALLY IB"EACH SIDE Of DRAIN B REPOURED TO FULL DEPTH OF CURB. PIPE, AT 2% SLOPE . CONTRACTION JOINT TO BE PLACED OVER PIPE. WASHINGTON COUNTY ftWASHWGTON COUNTY DEPARTMENT OF LAND USE CURB AND GUTTER �`-`'DEPARTMENT OF LAND USE CURB NON-MOUNTABLE WASHINGTON COUNTY CATCH BASIN - �WA,SHINGTON COUNTY `, a i AND TRANSPORTATION FOR USE ON MEDIANS DEPARTMENT OF LAND USE ,DEP'ARTMENT OF LAND USE CONCRETE SIDEWALK w`' rVd� AND FOR ( AND TRANSPORTATION PAVEMENT TAPER ( ANC! TRANSPORTATION DATE DATtf CIVIL ENGINEER DRAWN A►WA N t. WASK COUNTY NQ CIVIL E WE R U�MWN I Q P/MOD.WA NO. WC ) 300 COUNTY Na / 07% CIVIL ENGINEER RLQ 18(MUD.) CS 30 APWA NO. WASH.COUNTY N4 7 IL CIVIL ENONEER DRAWN APWA N0. WASH. COUNTY N4 J l� Io.1.a E 7 aF V l �'- - A b•D5 NONE CS -304 L19� fi ,� b es NONE CS-305 CA a C _ I ( a $ ` Wv , -- �,• P B l�PROPEATV LINE �••- ly ' FOR CURT 'i:•'• ''•♦• -7 SEES WG. -2%SLOPE TAT U L t ,� MAA is NO Cl300 25'MIN.RADIUS 7C Lv - - -� onCS•301 t,' br+ gal — _ 1� SECTION A-A a° n _ QCL CENTER RAMP END RAMPS SIDE RAMPS _ t N (Curve Low MMULS) (PROPE'RTY LINE WALKS) (WHERE CATCH BASIN 15 WITHIN RADIUS) y[ ARC • o� F-S--O• FA I*16 1if`-----.---!ll------S-----0---•JJJ SUBMI TTAL .DA TE(S) OWNER / AGENCY /= PIAN �— /� / SIMVALX(EXT TO CM 4' ' 11/2 EXPOSURE Z `-- MAX GUTTER •,a.u. j: CONCRETE APRON VARIES 0 . LIP. X/+• e'e' 11+, e•- 1 L W�"` -------- STRUCTURAL SECT'°" PRIVATE ROAD Slli( ( IUM i+ TO CONFORM TO Owe. 10 CA IOCSH 2. Or 3/4' MINUS 1 1/2' AsOvE BASE A A s F— �/ SECTION B-8 V Q Z CONE. ExRle eVOUrTEREMENT — } „/� CURB TRANSITION m . . J W BO 34' MB(.-4e' MAX. (/1 NOTE: COMMERCIAL ORlVEWAYS d NOTES • • S/W O UI 1. FOR SIDEWALK DETAIL, EEE DWG. 1) CONCRETE SHALL BE AIR CN/RAINED 3700 PSI(MIN +!•)GSLOPE NO. CS-305 BREAKING StRENCTH 1 20 DAYS) WITH A SLUMP BCTWFFTN ,T7. - W 0 PROPERTY UNE 1 1/2- TO J'. • ETa Q RAS E. SEE DWG. N0. CS-300 FOR CURB TOTAL AIR CONTENT (PERC(NIAC( BY VOLUME OF QJQ AND GUTTER DETAIL, OR SEE DWG. corRR[rE) 3/uu AIOr W IEEE THAN S PERCENT ON MGR[ B . B SECTION B—B p ~ DRAWN PROJECT 5 MIN. NOTE: COMMERCIAL DRIVEWAY THAN T Pt CENT, W V2'AIX. NO CS-301 FOR CURB DETAIL. RADIUS I A0' 0• "At - IS'•0' MIM WIDTH t) CUPS JOINT SHALL Of IRT••IELED WITH A MINIA" _ e' . 6• 10 CA WIRE MESH 1/T dA0IU5 AI_aRc BACK a ttRro. ' FOR WHEELCHAIR RAMP Q 3 RAMP WIOEH SHALT_ BE AS SHOWN `- �j REN 1896.000.0 IpZ1M1.t( SL• 2� -_-_-__-_- I HEREON UNLESS OTHERWISE APPROVED, 1 - ��--_- U 17 t) EMPANSItIN JOINT SHALL BE t L V CHECKED 0TEI DA IF . eY THE ENGINEER. S /1• ASPHALT SEE OWQ.NO.CS-306 IMPREGNATED MATERIAL ON EOUAt-CITENOINC FROM 23'MIN.RADIUS r • ' VJ"CRADE 10 FINISH GRADE I 4. CONCRETE DAYS, 6 SACK MIX3,0 SOLUMP. AT \T-------- �7 �J SAW' i t- 96 PAVEMENT 4•COfWy1ETE A) CONTRACTION JOINT SPACING SNAIL Bt A uAM nNrM SURFACE _ gARGf I-V2" TO 3-. or If* FOR Sny SHEET TITLE DEPRf.SSED Cute 2 �4•-D SEE OW R� 3 AND gUTTf_R COMPACTED SUBGRADE 5' PROVIDE EXPANSION JOINT ON EACH NO.CS-305 O SIDE OF RAMP. � PUBLIC WASHINGTON COUNTY I a IMPROVEMENTS WASHINGTON COUNTY DEPARTMW OF LAND USE WASHINGTON COUNTY DEPARTMENT OF LAND USE aND�ANBPoarAT+oN COMMERCIAL DRIVEWAY PRIVATE ROAD ENTRANCE AND TRANSPORTATION SIDEWALK RAMP O(TE cm_eK)lfigl DRAWN v - -_ -MVA NO wASI(olxxTY"0 DEPARTMENT OF LAND USE OFF OF PUBLIC ROAD WITH f � DETAILS AND TRANSPORTATION CURBS _( SHEET SHEET DATE CIVIL ENGNEfiR PRAWN APWA NO. WA!!l OOUIfTT Na -- DATE CIVIL ENOIIEER DMWN APWA NO. WAS?L COVFI►Y N'w NONE CS-306 _—_-___--- --__-- __._. �Z� >�f ,� �J1G� AFaI `ef NONE UW-203 �i.L14oF �.� u . ' JOB NUMBER Q 1116 I Q 6AO e . e o0 0 til l u>•ubs� 14'IIII SN'13Orcows Rd. t_r, i ,;Y'. •A _rw:T.14 lR.0VUdENTj_.._ _ T VLS � M.,.'t."y, tet. ,)M. F. 1+�'�'•<�ir9�, 4;r S"f � al ;E aq( 'YErA'•Af�(�6 A 'a. h• - . r v J , v. r .,., x u•. - LEGIBLE THAN . o ,..,w,..,.. .+.wA«,,. . ...,.., _,.�. _...,._,.... .. ....,r�Mi•►.+MMG4.w+tiA�*�+w..r..-,....w.-....w+.A`ww•.....,.....+.,..bIM,,,...,...,..,._.._._._._.._.,_.-...,.,...•..........'-.._. IF THIS DOCIIMFNT IF LPSF J Ilf 111 IIIII�I III III I Ili IIIII�I I Ili Ili III 111 III 1111111 I I III III III II; III III III I IJili III I II1'1�1 III I�1�111 111 1�1 I I III III 1111111 III III III I I �^ I T111 NOTATION. 1� --� � �- I-4�-� �. 61 I I- -�=1 '�- - �_11_L x,_ _ t7� I'T IS DUF TO 'PHP. QUALITY OF IT ORIGINAL DOCUMENT, _ NO_0e �_�"� -�E 8�L 91L LIG 9TL �L ►L B, I tl�L ++ trL O�L—BIT Bit LT 19iE 9I I i�t711111111111111111111111111 I Bi I G1 I IT I11111 I rI I-� i,NrT.I VIII IIII�IIII�IIII�IIillllll�llllllll�llllllllllllll IIIIIIIII IIIIIIIII IIII IIII IIIIIIIII IIII IIII IIII�IIII IIII�IIII IIII�IIII IIII IIIIIIIII 1111 IIII IIIIIIIII IIII IIII IIII IIII IIII IIII IIII IIII IIIIIIIII IIIIIIIII IIII�IIII Illllllil IIII IIII IIII IIII IIII IIII IIII ,ill, IIIIIWII ,••M(rr -Yww.'!M�`-^�'iMM¢:.�i'ht• ,. w�+u v:i..r.,,,...«,.:. - :.A .,y..r ,,,.: - - .. ,.,,... .. ,. ..V'�Y' ••, ,n+'"'s,: .X�. tE- r. ......v„,p.., ..n,q ....:....,. . ,� _ .....e .. ... y.-.. ._ .* .. .. nr .. ... .... ..• . .. .. .. s. ., ... . •' v. p,. .,, .. - , , GENERAL NOTES FOR PRIVATE IMPROVEMENTS: 1 Contractor shall procure and conform to all construction permits required by the City 29. Unless otherwise shown on the drawings, straight grades sha!I be run betwern all 61 . Unless otherwise specified, sanitary sewer pipe shall be PVC in conformance with of Tigard and Washington County. Owner to pay all project permit and utility finish grade elevations and/or finish contour lines shown. ASTM D-3034, SDR 35. Minimum stiffness shall be 46 psi per ASTM D-2412 and tapping, TV, and chlorination costs. Contractor shall pr-vide owner 48 hours notice joint type shall be elastomeric gasket conforming to ASTM D-3212. All other prior to requiring payment for permits. Cost for retesting shall be borne by the 30. Crushed rock shall conform to the requirements of Sect;an 02630 (Base Aggregate) appurtenances and installation to conform to the City and Unified Sewerage Agency =y Contractor. OSHD Standard Specifications. Compact to 95% of the maximum dry density per specifications. AASHTO T-180 test method (Modified Proctor). Written compaction test results 2. Contractor shall provide all bonds and insurance required by public and/or private from an independent testing laboratory must be received by the Engineer prior to 62. All precast manholes shall be provide with integral rubber boots. Where manholes 01 agencies having jurisdiction. placing AC pavement. with integral rubber boots are not used, a shear joint shall be provided on all 31. A.C. Pavement shall conform to section 00745 (Asphalt Concrete Pavement) OSHD mainlines within 1.5 feet of the outside face of the manhole. Lockdown rids required .3. All materials and workmanship for facilities in street right-of-woy or easements shall on all manholes outside of public right-of-way. 1 Standard Specifications for standard duty mix. A.C. Pavement shall be compacted conform to approving agencies' construction specifications wherein each has juris- 5 to a minimum of 91% of maximum density as determined by the Rice standard diction, including but not limited to the City, County, Oregon Health Division (OHD) method. 63. Openings for connections to existing manholes shall be made by sawcutting or core- and the Oregon Department of Environmental Quality (DEQ). drilling existing manhole structure. Use of pneumatic jackhammers shall be prohibit- 32. All existing or constructed manholes, cleanouts, monuments, gas valves, water valves ed. Connections to be watertight and shall provide a smooth flow into and through 4. The Contractor shall perform all work necessary to complete the project in the manhole. Small chipping hammers or similar light tools which will not damage and similar structures small be adjusted to match finish grade of the pavement, accordance with the approved construction drawings including such incidentals as or crack the manhole base may be used to shape channels or enlarge existing may be necessary to meet applicable agency requirements and provide a completed sidewalk, landscaped area or median strip wherein they lie. openings if authorized by the Engineer. project. 33. Unless otherwise shown on the drawings, no cut or fill ,lopes shall be constructed steeper than 2H: 1V. 64. Sanitary sewer pipe and appurtenances shall be tested for leakage. Leakage tests i 5. Contractor to notify City, County, and all utility companies a r-ninimum of 48 business shall include an air test of all sewer mains and laterals and vacuum testing of the hours (2 business days) prior to start of construction, and comply with all other34. All planter areas shall be backfilled with approved top soil minimum $" thick. manholes. requirements of ORS 757.541 to 757.571. Stripping materials shall not be used for planter backfill. Q 65. Prior to mandrel testing and/or TV inspection, flush and clean all sewers, and 6. Any inspection by the City, County or other agencies shall not, in any way, relieve remove all foreign material from the mainlines and manholes. Q i 35. Contractor shall hydroseed all exposed slopes and disturbed areas which are not 0 the Contractor from any obligation to perform the work in strict compliance with the scheduled to be landscaped. applicable codes and agency requirements. 66. Contractor shall conduct deflection test of flexible sanitary sewer pipes by pullir.•, an 0 .36. Grading shown on the drawings is critical to functioning of detention system and shall approved mandrel through the completed pipe line following trench compaction. � 7. Contractor shall erect and maintain barricades, warningy signs, traffic cones per Cit The diameter of the mandrel shall be 95% of the initial pipe diameter. Test shall z Count and ODOT requirements in accordance with the MUTCD (includingOregon be strictly followed. be conducted not more than 30 dos after the trench backfillingand compaction has r amendments). Access to driveways shall be maintained at all times. All traffic been completed. y P ry � control measures shall be approved and in place prior to any construction activity. 37. Contractor shall coordinate and ensure that detention pond volumes are inspected W W and approved by public agencies having jurisdiction prior to paving and landscaping. L� 67. Upon completion of all sewer construction, testing and repair, the Contractor shall I- z 8. The Contractor shall maintain one complete set of approved drawings on the conduct a color TV acceptance inspection of all mainlines in accordance with APWA Z 38, Unless otherwise shown or indicated on the drawings, 6•-inches nominal curb (� E3 construction site at all times whereon he will record any approved deviations in exposure used for design of all parking lot and street grodes. 303,3.11 . The TV inspection shall be by technical L.J _J � construction from the approved drawings, as well as the station locations and depths nspece conuctey ari approveecservice which is equipped to make audio-visual recordings of the TV inspections on VHS U _ Li.1 cr all existing utilities encountered. These field record drawings shall be kept up tovideo tape. 'Unless otherwise required by agency with jurisdiction, a standard 1-inch 1:1 I 39. Contractor shall construct handicap access ramps at all intersection, in accordance date at all times and shall be available for inspection by the City upon request. diameter ball shall be suspended in front of the camera during the inspection. 1� _ with current ADA requirements. Sufficient water to reveal low areas or reverse grades shall be discharged into the U 9. Contractor shall procure and conform to DEQ stormwater permit No. 1200C for pipe immediately prior to initiation of the TV inspection. The VHS tape and written [� 40. Sidewalks shall be a minir�-rum of 4-inches thick and driveways shall be a minimum construction activities where 5 acres or more are disturbed. report shall be delivered to the City.of 6-inches thick and shall be constructed using 3300 psi concrete. 10. Elevations shown on the drawings are based from Washington County Bench Mark68. Storrn sewer pipe materials to conform to the construction drawings and City and (/� 06 41. Where trench excavation regraires remove of PCC curbs and/ur sidewalks, the curbs � 540, Elevation 294.42, consisting of a brass disk located at the dead end of Fern r Unified Sewerage Agency requirements. Contractor shall use uniform pipe material z {-- and/or sidewalks shall be sawcut and removed ata tooled joint unless otherwise Street off 135th Avenue. on each pipe run between structures unless otherwise directed or approved. Jointed 0 Q authorized in writing by the City. The sawcut lines shown on the drawings are HDPE pipe shall not be used for slopes exceeding ten percent (10%). (� Z 11 See architectural drawings for site lighting, site dimensioning and continuation of all schematic arid not intended to show the exact alignment of such cuts. I utilities. 69. Catch basins and junction boxes shall be set square with buildings or with the edge 42. contractor shall coordinate and pay all costs associated with connecting to existing water, sanitary sewer and storm sewer facilities. of the parking lot or street wherein they lie. Storm drain inlet structures and paving W � 13. The location and descriptions of existing utilities shown on the drawings are compiled shall be adjusted so water flows into the structure without ponding water. Li from available records and/or field surveys. The engineer or utility companies do 43. All pipes shall be bedded with minimum 6-inches of 3/4" minus crushed rock bedding __Jnot guarantee the accuracy or the completeness of such records. Contractor shall 70. Unless otherwise approved by the Engineer, all storm drain connections shall be by 3 + field verify locations of all existing utilities prior to construction. and backfilled with compacted 3/4 minus crushed rock in the pipe zone (crushed manufactured tees or saddles. rock shall extend a minimum of 12-inches over the top of the pipe in all cases). 14. The Contractor shall locate and mark all existing property and street monuments Crushed rock trench backfill shall be used under all improved areas, including sidewalks. 71. Unless otherwise noted or shown, storm sewer pipe materials with watertight joints U prior to construction. Any monuments disturbed during construction of the project to conform to the table below. Contractor shall use uniform pipe material on each U shall be replaced by a Registered Land Surveyor at the Contractor's expense. 44. Contractor shall arrange for and pay all costs to abandon existing sewer and water pipe run between structures unless otherwise directed or approved. (� 15. Contractor shall field verify location and depth of all existing utilities where new services not scheduled to remain in service. ,� facilities cross. Contractor shall be responsible for exposing potential utility conflicts COVER DEPTH 8 - 18 DIAMETER o 45. All piped utilities abandoned in place shall have all openings closed with concrete , o ,n far enough ahead of construction to make necessary grade modifications without r. M plugs with a minimum length equal to 2 times the diameter of the abandoned pipe. CLASS 52 DUCTILE IRON PIPE WITH BELL & SPIGOT JOINTS t o n delaying the work. If grade modification is necessary, Contractor shall notify the LESS THAN 1 1 /2' COVER c 3 ^ r AND RUBBER GASKET. o M Ln Design Engineer, cnd the Design Engineer shall obtain approval from the City U Go 46. The end of all utility stubs shall be marked with a 2-x-4 painted white and wired to t0 Engineer prior to ronstru%tion. All utility crossings shall be potholed as necessary pipe stub. o c prior to excavating or boring to allow the Contractor to prevent grade or alignment �. PIPE SPECIFIED FOR LESSER COVER DEPTHS -OR- o e M conflicts 47, Contractor shall provide all materials, equipment and facilities required for testing 1-1 /� TO 2-1/2' COVER ao all utility piping in accordance with City construction specifications. Cost of all CLASS 3, ASTM C-14 NON-REINFORCED CONCRETE PIPE 3 16. All existing facilities shall be mai itained in-place by the Contractor unless otherwise retesting shall be borne by the Contractor. WITH BELL & SPIGOT JOINTS AND RUBBER GASKETS, 'c shown or directed. Contractor shall take oil precautions necessary to support, 0 C mo ntain, or otherwise protect existing utilities and other facilities at all times duringASTM 150 TYPE II CEMENT. « construction. Contractor to leave existing facilities in an equal or better-than-original 48. All non-metallic water, sanitary and storm sewer piping shall have an electrically conductive insulated 12 gauge copper tracer wire the full length of the installed pipe , condition and to the satisfaction of the City Engineer. using blue wire for water and green for storm and sanitary piping. Tracer wire shall 2-1/2' TO 15 PIPE SPECIFIED FOR LESSER CO'vFK DEPTHS -OR- COVER be extended up into all valve boxes, and manholes and catch basins. Tracer wire 17. Utilities, or interfering portions of utilities, that are abandoned in place shall be PVC PIPE CONFORMING TO ASTM D-3034 SCR 35 (8' -15") penetrations into manholes shall be within 18 inches of the rim elevation and removed by the Contractor to the extent necessary to accomplish the work. The OR ASTM F-679 (18") WITH BELL & SPIGOT JOINTS AND Contractor shall plug the remaining exposed ends of abandoned utilities. adjacent to manhole steps. The tracer wire shall be tied to the top manhole step or RUBBER GASKETS. -OR- otherwise supported to allow retrieval from the outside of the manhole. 18. Contractor shall remove all existing signs, mailboxes, fences, landscaping, etc., asSEAMLESS RIBBED FVC PIPE CONFORMING TO ASTM F-794 49, No trenches in roads or driveways shall be left in an open condition overnight. All WITH BELL AND SPIGOT JOINTS AND RUBBER GASKET required to avoid damage during construction and replace them to existing or better condition. such trenches shall be closed before the end of each work day and normal traffic (PW-RIB OR EQUIVALENT) -OR- flows restored. �J 19, Any septic tanks encountered during construction shall be pumped out. ContractorHDPE (HIGH DENSITY POLYETHYLENE) PIPE CONFORMING TO 1 ')0. All private water mains 4 ' and larger shall conform to AWWA C-900. AASHTO M-252 (8"-10") OR AASHTO M-294, TYPE S shall break bottom of tank out and backfill with pea gravel unless otherwise required by public agencies having jurisdiction. Septic tank removal to be in accordance with (12"- 18") WITH PRESSURE TESTABLE FITTINGS AND +) County sanitarian requirements. 51. All water mains to be installed with a minimum 7L, inch cover to finish grade unless O-RING GASF""TS CONFORMING TO ASTM F-1336 AND ASTM q otherwise noted or directed. Service lines to be installed with a minimum 24 inch F-477 RESPECTIVELY, Ill20. Any wells encountered shall be abandoned per state of Oregon water resources cover. department requirements. '-EXCEPT- HDPE (HIGH DENSITY POLYETHYLENE) PIPE NOT +} C 52. Materials required for chlorination per City requirements (Salem Standard Drawinq PERMITTED FOR DEPTH GREATER THAN B'. 21. Any fuel tanks encountered shall be removed and disposed of per State of Oregon No. 411 ). C U DEQ requirements. Backfill with compacted granular material. - U 53. Unless otherwise shown or approved by the Engineer, all valves shc111 be flange d connected to adjacent tees or crosses. 72. Contractor , _,na!e the pipe material actually installed on the field record 22. Contractor to review soils report prepared by Dames & Moore, and conform to all drawings an ., c v� •' ; `his information to the engineer for as-built drawings. 54. Water service pipe on the public side of the meter shall be Type K soft copper recommendations listed in the report. tubingco��ormin to ASTM B-88. 73, 9 Sweep storm sev ; , into catch basins and manholes as required, oen.aiTrAi.. [1-1t[( 23. The Contractor shall be responsible for managing construction activities to insure 55. Un!ess otherwise noted, water service pipe on the private side of the meter shall be 74. Unless otherwise shown or d;rected, install storm sewer pipe in accordance with that public streets and right-of-ways are kept clean of mud, dust or debris, Dust Schedule 40 PVCr abatement shall be maintained by adequate watering of the site by the Contractor. manufacturers installation guidelines. 56, Domestic and fire backflow prevention devices and vaults shall conform to 75. Prior to mandrel testing or final acceptance, flush and clean all storm drains, and 24. Unless otherwise noted, all grading, rocking and paving to conform to OSHD Standard Specifications, 1991 edition. requirements of public and/or private agencies having jurisdiction. remove all foreign material from the mainlines, manholes and catch basins. 57. Contractor shall install temporary plug and blowoff as required at the end of 76• Contractor shall conduct deflection test of flexible storm sewer pipes by pulling an 25. Clear ar,d grub within work limits all surface vegetation, trees, stumps, brush, roots, waterline for flushing, testing and chlorination. etc. Do not damage nr remove trees except as approved by the engineer or as shown approved mandrel through the completed pipe line following trench compaction. on the drawin s. Prefect all roots two inches in diarr�eter or larger. The diameter of the mandrel shall be 95% of the initial pipe diameter. Test shall 9 9 58. The work shall be performed in a manner designated to maintain water service to be conducted not more than 30 days after the trench backfilling and compaction has buildings supplied from the existing waterlines. In no case shall service to any main been completed. 26. Strip work limits, removing all organic matter which cannot be comparted into a line or building be interrupted form more than four (4) hours in any one day. stable mass. All trees, brush and debris associated with clearing, stripping or grading Contractor shall notify the City and all affected residents and businesses a minimum 77. Unless otherwise shown on the drawings or approved by jurisdiction having authority, shall be removed and disposed of off-site. of 24 business hours (1 business day) prior to any interruption of service. all new private utilities (power, cable TV, telephone & gas) shall be installed underground. Installation of private utilit es in a common trench with water, sanitary G'RAKW PROJECT 27. Immediately following fine grading operations, compact subgrade to 95% of the 59. Where sanitary sewer lines cross above or within 18-inches vertical separation below REN 1896.0000 c maximum dry density per AASHTO T-180 test method (Modified Proctor)• a waterline, sewer mains and/or laterals shall be replaced with ductile iron pisewer or storm sewer is prohibiter'.pe at CHECKED ore DATE Subgrade must be inspected and approved by the Engineer prior to placing the crossing. Center one full length of Class 50 DI pipe conforming to AWWA C- 11-19-9 embankments or base rock. 6 78. Contractor shall coordinate with power, telephone, and cable TV company for 151 and C-104 at point of crossing, Connect to existing sewer lines with approved location of vaults, pedestals, etc, All above-grade facilities shall be placed in a SHEET TWE rubber couplings. Note: For an 8-inch waterline with 36-inches cover, lateral inverts location outside the proposed sidewalk location. u 28. All fills within public right-of-ways and easements shall be engineered. Additionally, within 5.67-feet (68-inches) of finish grade must be ductile iron. z= any fills outside of public right-of--ways which are over 2 feet in depth shall be v CONSTRUCTION + 79. Power, telephone and TV trenching and conduits shall be installed per utility x engineerec; Engineered fills shall be constructed in 6" lifts. Each lift shall be 60. Per DEQ requirements, Developer/Contractor shall have sewer installation �Z P Y Y P inspected, tested per APWA procedures and certified by a licensed engineer, company requirements with pull wire. Contractor shall verify with utility company w_=, g u NOTES compacted to 95% of the maximum dr density per AASHTO T-180 test method w, Modified Proctor for size and type of conduit prior to construction. All changes in direction of utility Z2 ( ) Contractor to provide engineer with 4a hours advance notice for inspection, conduit runs shall have long radius steel bends. t r Manhole testing shall be pr rformed after completion of AC pavement and final surface restoration. 90. Contrnetor shall notify and coordinate with private utilities for relocation of power ? R poles, vaults, etc. �l s 4 - � 1114 PRIVATE IMPROVEMENT NOTES .. w..v..w�a«...�...w.tiw.�.wil�r� ww1+.MM.A�IOMWw,:,-• ,..,.t.-...... .Twat+T•Trwrn-alw..:+-r...:-...�... ... ..,I.-.sV+..w..•u-.:,6,Om.Yw.r.M+- .'TwMtA v!Mlrrt _ ,. .. .,-. .. .,yrr.,.. .. ...a.M,n o-.wrEr�.w.a,r..__. �. r.._..-.,....__..._..-+r�r::'m..'...�.r....s.• .. iF THIS DOGUMFNT 15 LFS rtT ijt Ii iliili ill rjl i i Ili iii l i11 r11 ill Ili Ili i iii ill rlr tl ill I I ill Ili fir r� 1 Tlr lir r r iii ill Ili ill lir i i rlrllll LEGTBLF. THAN THIS NOTA'f10N, ��- I J�-- _I _z1 - 1------I_-`�L.�I_ I___ _-I 1 � ��I �1�--� 1� lsi iT IS DUE TO THF. QUALITY OF - �( "' THE ORIGINAL DOCUMENT, +VIII EIIIIIIIII IIIIIIIAII IIII IIILII LIIIIIIIII IIIIIIIII LIIIIIIIiII LIGIII I�IR�I IIII IIII EIIII+IIIITI LIIII IIOL 8IIIIII IIIII•IIII IIII 1IIII IIII IIIII.III IIIII IIII Inil ilii Iilii IIII IIIII IIII I�III IIII I 11 Ilii Irl iui I nn Onn In':.nn Inu nil un r I! LR IIIIII1IIIIInI11 �{I � nll YII ... ....., .. .. R,c. _. �. . ..y ..�-nM'%'FG-•,•,.4I,,:�!•'ww..r ,.,C:,"cM..M.:.µ.. ... .«.. .,«,,.�;e_•o, ,..�:. .. .yn..,.t,• „- .. w..f.>: •�M,.w ...•p;`�j •e�Mit;1�w�.+. 1,f,�.•.,.�r> �,,.. , V a ' � 6 I RMI ELEV. COMPACTION: CLASS 1 - 929 OPTIMUM PER AASHTO T-180 7_I • PER PLANS i-INVERT ELEVATIONS CLASS III - 85X OPTIMUM PER AASHTO T-180 R,'W LINE - PER DRAWINGS R/W LINE A t z � x � •� � 1" ROUND ROCI ,;�J/ SURFACE RESTORATION N 1 30 l f — SEL NUTS I aiCH �i-------- Lr - A - 90fTrw Q . ., � CLASS I CLASS 111 3/4"-0" EXCAVATED ' UNDERGROUND -E C� h h p' AN SLOPE SHELVES WARNING TAPE a V n -- =--- -- -r- - �-+,-- L-• U 1 12 to DRAIN (VdATER, SEWER, STORM CRUSHED ROCK NATIVE MATERIAL � m n o '- ---'- 24" STANDARD MANHOLE AS APPROPRIATE) J' STD. CURB STO. CUk[i SET FRAME IN _ U ?" ROUND ROCK & GUTTER k GUTTER 1N NON-SHRINK FRAME AND COVER - 6 M GROUT (16-HOLE U(j) 1 I 1 swumwp W �, -1 I— z �-- � 1e E CENTER RAMP FOR CENTER RAMP EOR S --- 12" MIN. ABOVE ------- ;,1 s PERF PIPE PRQPERTY SINE SIDEWALK CURB LINE SIDEWALK =__: r. -�GRADE RINGS 7j a ; A�'• , PIPE BELL W OUTSIDE OF F • 2' o• e' z (� Q 4" DRAIN AT „r OL TSIDE DIA w 12” SUBGRADE (VARIABLE) N 2 } 3 J NON-WOVEN FILTER FABRIC B" MAX W o Q SECTION A —A __j W AMOCO 4551 (OR APPROVED 1 2" Or I Q EQUAL) -NOMINAL _{.� VARIES ---- - -24` Du. CONC.tr 2' 4-3/4• DIMENSIONS I-I T & G PIPE o 6" MIN. OUTSIDE DIA. 6" MIN. 2 3 I(J .1-, vAkIE`_, (C-76,REINF., t- �'+ e a tos[n.r ues 0 = a ------- SAWCUT OR -' > 2 MA 2" MA _-__. ��' 7 s r s-sa• �0 " NO LIP CORE ORAL CLASS Iv) Y x 2-112 so U --- -- -f," MIN BEDDING 1 1/4 00 1/4 ALL PIPE 8"MIN. -- ,, --- BELOW PIPE O��J, TAPS Y < O J u - O (/0 E00[ T B FIGURE A 1 / n� • 1-1/2� A 1M, 1_1/2, RMIF TEXTURE DETAIL % PT HO '� 0. �<< ----- 6" MIN BEDDING -�` T 'If n BELOW PIPE 4 AMC � �� 06 3, - 0„ ll- I:L� 1/4• a 1�2-t/2' 'a —ti -- -- z SECTION THROUGH RAMP - e e X 3` Bolt N GROUT ALL JOINTS 1 2 EACH ENO , A2-i,12" ALL VIEWS\ 6" MINIMUM WATERTIGHT 4 CORNER 37te soM ENDS Q _ ( 1 � I •'-1 Mov 1�— �J 4, COMPACTE�D � 24" MIN. 3/1e• Y x 2-1/2° K 3/e" 2-1/2• ,_„:• I� Mrp GRANULAR / TRENCH FOUNDATION AN � I- J 6' 4ny BEDDING�� STABILIZATION, AS REQUIRED 5/e x . STABLt SO EINE FLAT HAN ry PARALLEL RAMP SUBGRADE NOTES: FRAME & GRATE W ! -- - -- 11 7 T NOTES ON TANGENT ssf; MAi2C s.,. i - JULY 1 SECTION A—A ii 1997 MAR 1996 1. SEE CONSTRUCTION DRAWINGS FOR JULY 1996 -- - I CLAS I REO'D. UNDER ALL EXIST OR FUTURE PIPE SIZE, LOCATION AND INVERT NOTES: IMPPOVED AREAS INCLUDIN”, SIDEWALKS. TRENCH BACKFILL ELEVATION. 1 i FRENCH DRAN 1 SEE FIGURE A FOR RAMP TEXTURE DETAIL HAN AP AAMC �� 2. WHERE N£W PIPING IS IN $AME ALIGNMENT AS 2, FRAME & GRATE SHALL BE ASTM TYPE 3 DRCH MET - TYPICAL SECTION 2. SEE TYPICAL 'STREET SECTIONS FOR SIDEWALK WIDTH 1. MAXIMUM PPE NUMBER &DIAMETERS AS FOLLOWS: 24• SITOA � �� EXIST. PIPING, THE PIPE EMBEDMENT SHALL AND PPE ZONE A-36 STEEL, HOT-DIPPED GALV. CATCH BASIN 12" DIAMETE•.1 OR LESS - 4 MAXIMUM AFTER CONSTRUCTION. 3 ALL RAMPS AND ACCESSwAYS SHALL CONFORM TO THE EXTEND TO MIN. OF I BELOW THE NEW 3. ALL CONCRETE TO BE 3300 PSI AMERICANS WITH DISABILITIES ACT (ADA). t5' DIAMETER - 2 MAXIMUM. ", _ PIPING OR 6" BELOW EXIST. PIPING, WHICHEVER -- --- " ALL OTHER CONFIGURATIONS REQUIRE STANDARD MANHOLE. T- ---3�� IS DEEPER. "^"'" AT 28 DAYS, T ' ` � � zu Li o � to n MIN I UGo to - C e 0 -" 0 a 0 aI 3 40 vi i c o 0 MANHOLE ACCESS FROM ABOVE 1 7 16" CLEANOUT COVERS. MANHOLE STEPS PER STD, MH DETAIL. LOT FOR SCREWDRIVER FITTING TEE, WYE. 90' O 22 tt - 1. NON-TRAFFIC AREAS: N SIZE & Q PLUGGED CROSS BEND BENNDD BEND 0'1 3 4' CO, DFW PLA.'-ICS MODEL D-109 OR EQUAL (6-1/2 MIN. CLEAR OPENING). Inches HYDRANTS TEE PLUGGED-RUNS 1/4" _ 6" CO, DFW PLASTICS MODEL D•'-1100 OR EQUAL (10' MIN CLEAR OPENING). I \ 2. TRAFFIC AREAS, INCLUDING DRIVEWAYS: 2 , , • 1�•,I� / 1 FLOW 13/16" - B" X 4" CAST IRON FRAME & COVER, OLYMPIC M1007 OR EQUAL t' 1 --_ \ 1b 14 8 - I t ji'��'''�\ I I 0.5" NC 1 t 1.3 u. I INFLOW � L_.1 1 CLEANOUT BOX do COVER. e P.U.E. t Ip 4 5 /2" SEE ABOVE LINES WHERE I-OCATING STUD, —� LARGER • • • • • • • ��'U'' \JC`�//'�� 6" TYP 8' TYPICAL 1 47. 1 �� r APPLICABLE ',;RILL 25/64" HOLE __ CAST IRON GRATE c & TAP FOR 1/2" ARIN ARA OF TtJDuST 9 1k a TRAFFIC LOADING ! iNE PER COVER) r ._ PLAN o ACTION B—B PROTECT LAWNS & GAPDENS T 1. ALL VALUES ARE BASED ON THE FOLLOWING ASSUMPTIONS •t.__0 AT ALL TIMES. AVG PRESSURE - 100 PSI r 2 (safety factor), 1500 PSF SOIL BEARING SET FRAME IN S A, NON-SHRINK 30" STANDARD MANHOLE FRAME PLACE EXCAVATED MATERIALS CAPACITY; NORMAL DISTRIBUTION DESIGN VELOCITY NOT TO EXCEED 5 F/S W GROUT AND COVER ON PLYWOOD 2 All FITTINGS SHALL BE WRAPPED C PLASTIC PRIOR TO PLACEMENT OF CONCRETE 4", 6" AND 12" 3 BEARING SURFACE OF THRUST BLOCKINf, SHALL BE AGAINST UNDISTURBED SOIL GRADE RINGS (VARIABLE) 1/2"-13NCx1" •0 4 ALL CONCRETE MIX SHALL NAVE A MIN, 2e DAY STRENGTH OF 3300 PSI. RISERS FOR ADJUSTMI-!,� 18" MAX,-TOP OF CONE _ STAINLESS STEEL ADAPTOR ° 0' I 5 ALL PIPE ZONES SHALL BE GRAVEL FILLED AND COMPACTED. 0 ° 6 THRUST BLOCKS FOR PLUGGED CROSS AND PLUGGED TEE SHALL HAVE /4 REBAP TO RIM C HEX HEAD (SOC. x THRD.) THREADED PLU4 •0 °° WITH SQUARE UT LIFTING LOOPS INSTALLED AS SHOWN. 1/9" STAINLESS -- -1/2" ST. STEEL .,DLT (TYP) S CAP SCREW 0 0 7. VERTICAL THRUST DETAILS-SEE DWG 512. 10" HOLE FOR STEEL CHAIN. -- 00 OVERFLOW 22 1/2' BEND 0 0 B STRADDLE BLOCK DETAILS-SEE DWG. 511. SLACK WHEN •0 MIN INSERTALOK BOOT SEE NOTE 2 ��- ° I • BLOCK TO UNDISTURBED TRENCH WALLS (ONE SIDE) I i i GATE IS DOWN. FABRICATED 14 GAUGE CORRUGATE B B WELDED METAL TRAP v BOLT CHAIN TO W '0 °° THRUST BLOCKS FOR PIPES LARGER THAN 18` WILL BE INDIVIDUALLY WITH HINGED LID ^, ' D, ALUMINUM CROSS WITH TURNOUT '�`I o ° I DESIGNED BY THE FNGINEER w CONCRETE > GATE, SIZE AS REQUIRED O �- PLAIN ENO PIPE, 0 o SEE DETAIL 511 H" MIN LENGTH '0 SM 6- FH. ��" RECESSED GROOVE FOR �1 � ,5+ �GRATE 10 SET FLUSH 18 PIPE ° "� A J WI1H TOP OF CATCH BASIN • �� __ --- •° CUMPACTEO I r / ARMCO MODEL / io STORM PIPE 27" 22 /2' STREET BEND o° °0 GRANULAR �� S 1 0 0 MATERIAL 160 TURNOUT °° °0 -- - - -�i�" - 2" LIFT HOLES (2 EA ) U C FLEXIBLE COUPLING ° 24'' GATE 4" OR 6" SERVICE 0 }-� �° . 60" MIN. ' 4 PIPE 3034 P V.C., ° `° > ,I �� d 5' GROUT ALL OPENINGS AND 7/8 o o SEE NOTE 3 INSIDE JOINTS AFTER ASSEMBLY / 1/B" 2" 1•, 1/8" 5 D R. 35 ,° N COMPACTED GRANULAR j.--- __ __>�- ° .° °° 000000 BUILDING /� (� _ SEWER 40" �L LL MATERIAL `_ •°"o •o a -T� O 1/2•' 6„ 3/4" ° 0 FLOW - PRECAST BATE, 6' MIN THICKNESS 1/2" — .mo— - 1 24" SUBMITTAL DATES' �--- 6" MIN COMPACTED I/2" "' I m j IT GRANULAR BEDDING 3^ ° o,, o, o • °. o . o 0 o ° o o . o. UMP OWNk R AGENC 1 2 -- 1 % 24 1/2" 'o. °0.•°. •°* •0. '0. 'o. 'o. '0. •o. •o. •0. FERNCO COUPLING ` -uwp.i,ialFu j CONTROL ORIFICE PLATE, WELD TO ASTABLE T' n BOTTOM OF CMP WHERE REQUIRED SUPGRADE — --31— - - - - NOTES: �� WYE OR EQUAL FOR FLOW CONTROL, SECTION A—A 1, CLEANOUT RISER SHALL BE SAME SIZE \ / SCCTION A—A MAR. 1997 NOTES MAR, 1996 AND MATERIAL AS LATERAL PIPE. Mn gay,. MAR 1996 MAR 1996 1 COVER AND FRAME 10 BE MACHINED TO A 2. PROVIDE CASTING FOR CLEANOUTS LOCATED d� ` 1. ALL PRECAST SECTIONS SHALL CONFORM TO TRUE BEARING ALL AROUND. IN DRIVEWAYS. 1. SEE CONSTRUCTION DRAWINGS FOR PIPE SIZE, P THE REWIREMENtS OF A.S T.M. C-478. ppEl� �Rpyy� �(_ LOCXDOWN STANDAFD SERVICE l�Ir HOF1iZONTAL LOCATION AND INVERT ELEVATION. ARKNQ LOT CATCH BASIN 2. MATERIAL SHALL BE OF GRAY CAST IRON 3 CLEANOUT PIPE SHALL BE LEFT A MINIMUM OF 2. DISTANCE FROM TOP OF OVERFLOW TO MH RIM (Wq�E ASTM A-48, CLASS 30. MANHOLE FRAME AND COVER 18" ABOVE EXISTING GRADE UNTIL ALL CURBING LATERAL CLEANOUT -�k THRLW BLOCKNO 2. CONCRETE SHALL BE 3300 PSI O 28 DAYS. (FIR ECA8T CONCRETE) SMALL BE BASED ON OVERFLOW CAPAC'-Y CALC'S IS INSTALLED AND ALL PRIVATE UTILITY TRENCHES ' Q� 3 REBAR SHALL CONFORM TO ASTM A615 GRADE 60, BY DESIGN ENGINEER. ASSUME ORIFICE CONTROL. ARE BACKFILLED. CLEANUUTS SHALL THEN BE 4. REBAR s N4 BARS O 6 C.C. 320 406 SET FLUSH WITH FINISH GRADE 416 510 315 DkAWN PPOJ'C7 REN 1896.000.0 CHECKED U TB DA TE SAW 11-19-96 SHEET 1.1 TLE x �i J, PRIVATE 1_ IMPROVEMENT W< DETAILS w z' SHEE T ax U z , c m 1115 SI,y,,_,,,j57 PRIVATE IDETAILS 1 J 100 SW Burrows Rd. 21,,126 wr�r sw,"..",_vni„",", .. .r,uryr,�.. ..,,...•pi•,/�•,xm-•^n• �:,.. �..,..;...: -. ,.. - wwrr-.:+a"..,..,+o°.�nw.n.o., ..,..wo., .,�.,.,, ...,.«+._..... .........u,m,...,....•.........w,..��r.. 1F THIS DOCIIMENI IS %FSS II .II III III LFGIBLF11!AM THIS NOTATION, III II III i I III I III_III-I_ I III i III_II—I 1I_II I_II_i I—II—III i I I III_I_II_I.. III i III III i III III > III III III i I III i III III 1 1 1lIl 111 l�l�I bI III III III I�I 1I!II III�III �I I , GUIST /6,im IT IFDUFT() THE QUALITY OF was O'er.:. THF. ORIGINAL DOCUMRNT. cIt c i >�c a c l t c ora I 6`1 RT tTt 91 01 I t l t i 151 i t t 1 s�j �e I rr. i e ILII ILII ILII IIIIIIIIIIILII ILII III VIII IIIIIIIII IIIIIIIII Illlillll Illlillll ILII ILII IIIIIIIIIIIIII ILII IIIIIIIII IIIIIIIII IIIIIIIII ILII ILII ILII ILII ILII ILII ILII ILII ILII ILII Illi illl 1111 llll 1111 1111 1111 IIIIIIIII ILII ILII nn.Ilcllnl t1n nn Illl ull un nn ILII YII t -. .. . .. ,. . .. .. ,. .,....• ,..,: .S . .. •,- .p,*!V►•,•., ..:;. y. :'vrp,1 ..,f•Hi'.r•nsN.?I.'. .,�, „'.q^w '� .glyr-«.+'.•�.srwa-..r.,,,.+�) n•q'+rt�„',•-,ta,rm�w .ny.r,w.° r •.r_yp,..,.•.a.. M',•^n"".'.k: ,..,,.-. .. ...,w.a.., «. .,. . .. . .. .. ., . .. .. r - - r - r,. .. ... . .. n ...,-.. ., .., , . .w,11.. ,,,.,.M, .,,... r .p •,. R_ ,. .•>w. . A e.1'!�'^.t`�'plF:: ,/#j^►'�+IR. P'+aa+aA'Aec•Y*,* ',�' C «,�• t: .. - Q 94, •; ii - z r F I •t' UTILITY VAULT 612-LA ►-� W/ 2-332P HATCH Q 3" A.C. c v v X6 . ED 90' FLXFL BEND UNIFLANGE " (1 1/2" CL 'C' OVER0 1 1/2" CL 'B') / Q 8" 90' FLXFL BEND z 8X6 RED 90' -� UNIFLANGE 0 FLXFL BEND WAF 24. .00' D11-now � �—6", 1"-0" CR a) CZ W LWL N 11/LIFT LASS 'C' A.C. f- z F.D.C. DETECTOR CHECK ASSY. z 0 El 8 , 3 1 1/2" CR 6 FEBCO 806 DCDA DOUBLE LTJ J L3 vv6jw6„ 1"-0" CR �► U J LiJ , GEOTEXTILEj GEOTEXTILE FABRICLof" aQ a f FABRIC - u F.D.C.-. tCCESS DOORS I � UNDISTURBED FINISH GRADE UTILITY VAULT 612-LA UNDISTURBED LL SUBGRADE __ •/ :'-332P HATCH I 06 SUBGRADE z v/ D t I — V FFOCCI &A 01MLE Dz NOTE: uErccru .�s NOTE: PAVEMENT SECTION IS FOR WET WEATHER CONSTRUCTION. c"E<� Q PAVEMENT SECTION IS FOR WET WEATHER CONSTRUCTION. SEE GOETECHNICAL REPORT FOR RECOMMENDED ' 0 LD SEE GOETECHNICAL REPORT FOR RECOMMENDED � 11 � CONSTRUCTION PRACTICES. CONSTRUCTION PRACTICES. Li 3: .. J PIPE SADDLE SUPPORT \ SUMP c "'M]ION -FABRICATED SUPPORT TYPICAL HEAVY PAVEMENT SECTION 201 TYPICALLI HTPAVEMENTSECTI�1 0 8DDC ASSEMBLY �(f FDC & VAULT U 00W NTS NTS NTS (� ° o M ` to n f � a n BLDG, CONTRACT SITE CONTRACT v' RE: 1.0-1 & 2•IA-I SEE CIVIL PLANS L _ � M 1/8 RADIUS 1/8 RADIUS TOOLED EDGE TOOLED EDGE r 1 1/2 1/8 RADIUS 1/8 ' RADIUS CONCRETE CURB 3 —� 4' CONC. SIDEWALK 4 1/2 I` 1'-0' TOOLED EDGE t= CONCRETE CURE TOOLED EDGE 6" LANDSCAPING W/6 x 6 W1.4 x #4 REBAR AT 2'- 0' Q.C. SEE LANDSCAPE 1 1/2 R WI.4 W,W.F, CONC.SIDEWALK PLANS BY SITE CONTRACTOR. CONCRETE LANDSCAPING 1 1/2 RADI S EXTEND 6' MIN. INT❑ SIDEWALK----71' RADIUS IN BLDG, C❑NTRAC7, 1" RADIUS AT SIM. CONDITIO SIDEWALK 1 1/2 0 C - \ PAVING 1 A' PAVING ° PAVING PAVING/F•G, CONCRETE CURB �' ° ° . ° ri, —1! =m ° A _� — 4 CONC. SIDEWAL ° 10 i W/e x 6 W1.4 x I` o . .. 00'. ° #4 BAR CONTINUOUS - - ° W1.4 W.W.F. If � - `0 ° _ #4 REBAR AT 2'-0' D.C. TOP AND BOTTOM e ° �' _ #4 REBAP. AT 2 0' ❑.C. I ° - ° °� °°°' - - BY SITE CONTRACTOR. ° cu ° -� A BY SITE CONTRACTOR. ru = ll EXTEND 6' MIN. INTO -� -� #4 BAR CONTINUOUS #4 BAR CDNTINUDU`., ° cu EXTEND 6" MIN. INT❑ #4 BAR C❑NTINU❑US e =1� �? U o % SIDEWALK TOP HND BOTTOM % SIDEWALK TOP AND BOTTOM TOP AND BOTTOM — � ° ° #4 REBAR AT 2'-0' 0,C, e': . o '�'...• }� C NOTES: - -- 10' 1, PROVIDE EXPANSION JOINTS AT 25' O.C. MAX. AND AT NOTES NOTES: -u c NOTES :CURVES, TANGENTS, AND CORNERS, 1. PROVIDE EXPANSION JOINTS AT 25' D.C. MAX,MAXAND AT I• PROVIDE EXPANSION JOINTS AT 25' Q.C. MAX,MAX• AND AT d 1. PROVIDE EXPANSION JOINTS AT 25' O•C. MAX. AND AT 2, BASE OF CURB TO REST ON COMPACTED FILL.. CURVES, TANGENTS, AND CORNERS. CURVES, TANGENTS, AND CORNERS. CURVES, TANGENTS, AND CORNERS. OF T FILL. 3. SACK FINISH EXPOSED SURFACES. 2, BASE OF CURB TO REST ON COMPACTED FILL. 2. BASE OF CURB TO REST ON COMPACTED FILL. (L 2•BASE O CURB TO REST ON COMPACTED IL 3, SACK FINISH EXPOSED SURFACES. W4• GUTTER CROSS SLOPES TO BE 1' / FT. 3, SACK FINISH EXPOSED SURF ACE:S, 3. SACK FINISH EXPOSED SURFACES, 5, RUN BARS CONTINUOUS THRU EXPANSION JOINTS. 4. RUN BARS CONTINUOUS THRID EXPANSION JOINTS, 4. RUN BARS CONTINUOUS THRU EXPANSION JOINTS. SUBMITTAL DATES) OWNER AGENCY 4.RIJN BARS CONTINUOUS THRU EXPANSION JOINT CURB @ PLANTER ISLAND CURB AND GUTTER @ SIDEWALK CURB @ SIDEWALK CURB @ ALBERTSC]NS REQ 1,OA-1 21 RE LOA-1 2 3RE- 1.OA-1 � REQ LOA-1 20 (PAWN PROJECT REN 1896.0000 CHECKED 01B DATE SAW 11-19-96 SHEET TI TLE N PRIVATE 8 IMPROVEMENT z DETAILS ;HEt T �J C u 1 , 16 SIt96PRIVATE IMPROVEMENT DETAILS .0057 1.1300 SW ITarrows Rd. ... ........., ........-�.• n.,.r. .+.. ...,.,..», ..��•.�.. .,.,,.r°,..,,,n,,..,.., r.•we,n•w.w..- ..,. w.a....,..,...,...,..........,�...., .... ..+.asw.vn��• q......--s..r.• ..,- ••�1�ar••r.+.w11�wwu°Mswnu,�rnnw.,..M.a,rwewe...»-u•-:....,....-.,,:... ...�o..,,n.w-.,..,...anew..mry. .+•..vwn�r.w.°..a ..,m..».....,:,n.....a.c.,.,....,.w,. .r -.... ,..r.en r. .w...:.ru.erv,a,n.wasw. •�aYrlles. ..� ..u*w...rwr•sanw...�°rw ,•...:rr.n. TF THIS DOCUMENT 1S LESS 1T17i111T1111 I -IT.111 I III) TIII IIIIIIIIITTT A I19IF11111111 1111111IT1111I1 111111111111III 11111 Jill 111I4 IIIII�I�I�lllCPR IIIIIIIII IIIII ; /�, , ��LEGIBLE TITAN THIS NUTATION, II ► I `! 1 I I $ — II7I 1 � fi /�,�� I m IT IS DU F TO THF. QUALITY OF l Br zs__f• I , , THF ORIGINAL DOCUMENT. �t 1�� TT t- T qC�L fill LI? vIL L I BIG I �L I i�L�L 8l B1[I Ll i l l i I B 1 I L T I i i I 0 i I 8 8 I L I 9 I 9 I 1r 1 Ix 1 JL 1 [-c, 1�.,w ��I�►��uii iui ii�ilii�I��I uu uIIIIIII IIu:IIIIIIII ulI uu:III IIUIIIIIIIUIIuiI uuluu„:::TIII TIII TIII TIII TIII:III ILI TIII:III:III TIII:III:III:III:III Ilil TIII:IIIIIIII:III:III Illi 1111:i 1111 TIII IlIi:III:IIIIIIII TIII:III:III IIII�YII 01111I S TERM 317 4 PLANT LIST _ Wa+a[t o.awlH U OREGON W QTY SYM BOTANICAL NAME COMMON NAME SIZE NOTES PLANTING NOTES: ..ter ip('4pE 100O AC ACER CIRCINATUM VINE MAPLE 7'-8' 4 CANE MIN. B & B 1. ALL PLANT MTAERIALS SHALL BE APPROVED BY THE OWNERS AUTHORIZED REPRESENTATIVE PRIOR Tv INSTALLATION. ,. REVISI❑NS 73AH ACER PLATANOIDES 'EMERALD QUEEN' EMERALD QUEEN MAPLE 2" CAL. B & B 2. FINAL LOCATION OF ALL PLANT MATERIALS SHALL BE SUBJECT TO THE 0APPROVAL OF THE OWNERS REPRESENTATI JE. 4 APD ACER PAL.MAIUM 'SANGO KAKU' JAPANESE MAPLE 4-5 HL 5 & B 3. IT IS THE CONTRACTORS RESPONSIBILITY TO FURNISH PLANT MATERIALS FREE OF PESTS OR PLANT DISEASES. PRE-SELECTED OR TAGGED MATERIAL MUST BE INSPECTED BY THE CONTRACTOR AND CERTIFIED PEST AND DISEASE FREE. WARRANTY ALI. PLANTS `" TREE WRAP FROM GROUND 10 "' FIRST BRANCH PER THE SPECIFICATIONS. ' 25 AR ACER RUBRUM 'RED SUNSET' RED SUNSET MAPLE 3' CAL. B & B — 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING SELF FAMILIAR Wlli-I ALL UNDERGROUND � - "CRO-S11?AIGHT" TREE TIE. - ALLOW 3" TO (2) 2X2 S4S OF 8" STAKES / 4" LATERAL MOVEMENT OF TRUNK AT UTILITIES, PIPE AND STRUCTURES, CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ANY POINT OF TIE. 7 O MP MALUS 'PRAIRIFIRE' PRAIRIFIRE CRABAPPLE 3' CAL. B & B COSTS INCURRED DUE TO DAMAGE OF SAID FEATURES. DO NOT PENETRATE ROOT BALL K171-1 STAKES. DRIVE 3' MIN. S GUY WIRES - 3 PER TREE AND EQUALLY 5. GROUNDCOVER PLANTS SHALL BE SPACED TRIANGULARLY, OR AS SHOWN. TREE TIES - SPACED. 34 ® PS PRUJUS SERRULATA 'SHIROTAE' MT. FUJI FLOWERING CHERRY 1 1/2" CAL. B & B 6. REFER TO SPECIFICATIONS FOR ALL SEED MIX BLENDS AND APPLICATION RATES. REMOVE BURL.AP AND TWINE FROM TOP 1/3 OF BALL AFTFR STAKING REMOVE BURLAP AND TWINE FROM REMOVE ALL TWINE AROUND BASE TOP 1/3 OF BALL AFTER STAKING - 7. PROVIDE AND PLACE 2" DEPTH GROUND FIR BARK MULCH, MEDIUM GRIND, IN ALL SHRUB AND a 46 PM PSEEUDOTSUGA MENZIESII DOUGLAS FIR 5-6' B & B 21 OF TREE TRUNK TO THE FIRST BRANCH. REMOVE ALL TWINE AROUND BASE 0GRDUNDCOVER PLANTING AREAS. 1 PLACE ROOT BALL A( TOP OF MULCH OF of LAYER• PLACEE TRUNK ROOT BALLOA�TOP OF �AULCHH 5 ] OR QUERCUS RUBRA RED OAK 2" CAL. B & B 7 j h LAYER. 'C�s� —MULCH CIRCLE WA TER BASIN 2" APPROX. 33 Q TP THUJA PLICA TA WESTERN RED CEDAR 5-6' B & B - TU, MIN. 24" DIA. BARK MULCH CIRCLE i IN TU?' AREAS. -- --- MULCH CIRCLE WATER BASIN.- 2" APPROX. IN DEP IH AND MIN, 24" DIA. -- BARK MULCH 1-6" MIN• CIRCLE IN TURF AREAS. I SHRUB� -- SOIL MIX BACKFILL AS SPECIFIED. Q 196 O AZALEA TRADITION TRADITIONAL PINK 15"-18" SOIL MIX BACKFILL AS SPECIFIED. - 0 303 © COTONEASTER PAME111 PAMEY COTONEASTER 5 GAL. SCARIFY WALLS AND BOTTOM OF ' SCARIFY WALLS AND BOTTOM OF ' PLANTING PIT. '�"- 495 QF ILEX CRENATA 'COMPACTA' JAPANESE HOLLY 2 GAL. PLANTING PIT 2 X 2 X 24" PRESSURE TREATED WOOD 2 X DIA. OF STAKES OR EQUAL. 206 lO PRUNUS LAUROCERACUS 'OTTO LUYKEN' OTTO LUYKEN LAUREL 18"-24" B & B FIELD GROWN ONLY L H PIN 12"-16" B & B 2 X DIA, OF O NOTE: GUY ALL EVERGREEN TREES OVER 156 JQ PINUS MUGHO PUMILLO DWARF MUGHO E ROOT BALL 8 FEET IN HEIGHT. Z W 44 KO RHODODENDRON 'JEAN MARIE' RHODODENDRON 21"-24" 491 9 RHODODENDRON UNIQUE RHODODENDRON 21"-24" 0 TREE PLANTING DETAIL CONIFER TREE PLANTING DETAIL Li _j L3 GROUNDCO•✓ER & VINES NTS NTS w a � 19U `� Ljj JUNIPEROUS HORIZONTALIS 'BAR HARBOR' BAR HARBOR JUNIPER 2 GAL. U = 0 22 A PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 1 GAL. U/ 9::4 ( ) , AS REO. ARCTOSTAPHYLOS UVA URSI KINNIKINNICK 4" POT 36" O.C. S. W. SCHOLL a FERRY RD 0 AC (TYP.) AS REQ. // // GAULTHERIA SHALLON SALAL 4" POT 36" O.0 - ^ 40' 4 —40' j�i!j _...._ 'PP :TCP STDP STOP AS REO. HYPERICUM CALYCINUM AARON'S BEARD 2" POT 18" O.C. — - - w w w w w w w u w u w u u w w w w w u w u u u w w w M u w w w w w w - - -- - Z Z ''Q^�••� L L L w w w '.. r� V AS REO. SAROCUCOCCA HOOKERANA HUMILIS SARCOCOCCA I GAL 18' 0.C. �j^ 4; O w "' •. p T�l>� N `'BA SI�V. EE4'1111fs 1 AS REO. -' ROUGH SEF_D / .�. , 40 y I. / C A w , C w4i I E •\ II w /I 3 TP•(TY*.) -- I 1 L L APA J U LjL L • i// C C 4�. AP (TYP.) W r J \ ° FUTURE BLDG. PAD MP C L ROUGH SEEDED GRA SS GI ( ') 7 \ ,,\ Q i"C) C C Y +r Q / OR (TYP.), ` `r 1 1` `• �� JJ h, • �I� C \ • ,_ \ TENANT B \\\ EE I • I ?�c0 L TENANT C i I .•. . cIJ �. ` I I I ¢ p a� t . ROUGH SEEDED GRASS • / c r _ .00ll lo, OPEN SPACE /� C c - r L L TENANT A :� (APPROX. AREA: 3.95 ACRES) v� c / / _ E E C C �. • \ '�N \ \ C 100, r L \ `� \ \ l / C • • `lam : . /] ALBERTSON S - . L C 1 FUTURE DLDG. PAD C q I ROUGH 'SEEDED GRASS C r a _ 4 \ / \ `Q T �L E Q CL 1 I . � • C L IE L L L L L L r ` • SUBMITTAL DATECS) i/L L OWNER / AGENCY • C - CCC C L L J J -_j GL L L L .ixL L L L L LJL J J ... .,. .._...,..��....,-._�.. ... �....."•_ ....�....�. .... I - C �, •"v'y L J • • / /�, / C C C L L L r r C C - - - - W NOR / • � J I C • J •�/ / DRAWN • /` / LEF/RTH F�93540 J / CHECKED OTB DATE / MDS SHEET TITLE / ! PLANTING SCALE PLAN 30 0 _ 15 30 60 ( FEET ) 1 Inch = 30 ft. • .! \ • •,� / SHEET J 51196-0057 ----- --- 14300 SW Harrows RJ. / 24026 - - IF THIS DOCUMENT 16 LESS I t 1 I I I III lil I�jI�III' III 111 III 111 m low— Ill11Jill 11 I 1111 111 III 111 111 111 III 1 I III III III I I III IIIIIII 1 I]111 111 III I I III III III 111 III III III I I I LFGTBLF. THAN THIS NOTATION. I Ill I I I_=1 I _.-_z1_ I I I -I 61. I .- I - I � -I -I I I I " I �_�1_I I ��, I I Gras IT iS DUE TO THF QUALITY OF Ne 0° -- THF. ORIGINAL DOCUMENT. rr-- rrrr �L TAIL L L f�IL f L 13 I G i,T' L 9 I 91 L i 19l 1911 16�i I EII f1i I it I01 I 6r I s I 9 I I I 6 I 1 r.M 141111IIILII ILII IJI ILII!il�llll�llll 1111 ILII Illl�llli,IIIIIIII ILII ILII IIII�IIII IIII�IIII IIIIIIIII IIIIIIIII IIII�IIII ILII ILII ILII IIIIIIIII ILII ILII ILII IIIIIIIII 1111 IIILIIII ILII ILII ILII Illl 1111 1111 1111 Lill ILII ILII ILII ILII ILII ILII ILII ILII HII ILII ILII IIIIIWII f'. �G t S TEA, 4' 017 O • A • NC>ttA I R U OREGON W ip�9pE Ai�cl�lti REVISIONS GENERAL KEY HEAD KEY NOTES SHRUBS HEADS IN RAINB!RD 1806 PRS BODIES. SCHEDULE 40 SLEEVES - 4" - 6" AS NOTED TURF HEADS IN RAINBIRO 1804 PRS BODIES. HEAD COMPANY do CAT. N0. _ RADIUSG.P, - P I INSTALL VALVE BOXES PERPENDICULAR TO WALLS, WALKS, AND CURBS. CLASS 200 PVC PIPE - TYPICAL RAINBIRD 1504-SBH BUBBLER S.0 30 PLACE TWO (2) VALVES IN SAME VALVE BOX WHEN POSSIBLE. /� INSTALL HEADS FLUSH WITH TOP OF WALKS, WALLS, AND CURBS. � -- POINT OF CONNECTION WITH 2" BALL VALVE 6) C,- 00 RAINBIRD 10 SERIES 10 .39-1.5 30 1'0 VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER LOCA TT ON SHALL BE PROVIDED BY OTHERS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION (j RAINBIRD 12 SERIES 12 .65-2.6 30 CONTRACTOR TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL OUTLET TO THE IN THE HYDRAULIC DESIGN AND PIPE SIZING, 2" DOUBLE CHECK VALVE - SEE DETAIL AUTOMA17C CONTROLLER. Q RAINBIRD 15 SERIES 15 .93-3.7 30 DO NOT EXCEED NE FOLLOWING C.F.M. OF 3/4" QUICK COUPLING VALVE W/ LOCKING LID THIS DESIGN 15 DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED WATER USAGE PER SCHEDULED PIPE SIZE. RAINBIRD 15 S.S.T STRIP 1.2 30 AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING FLOW PIPE SIZE I 0Q kAINBIRD 1 E.S.T STRIP 6 30 PLANTING AND ARCHITECTURAL FEATURES. 1 - 12 Gal. - 3/4" Class 200 PVC -- - MANUAL DRAIN VALVE AREAS WERE POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, RAINBIRD P.E.B. SERIES ELECTRIC VALVES - SEE DETAIL RAINBIRD 17 S.S.T STRIP 1.7 3012 - 20 Gal1" Class 200 PVC — 1 THE IRRIGATION CONTRAG 'CTR SNA!L FLUSH AND ADJUST ALL SPRINKLER HEADS FOR . I HUNTER PGM SERIES OPTIMUM PERFORMANCE AND iO PREVENT OVERSPRAY ONTO WALKS, ROADWAYS 20 - 30 Gal, 1 1/4" Class 200 PVC � CONTROL. VALVE NUMBER, G.P.M., AND VALVE SIZE 0 e W/ #3 NOZZLES ADJ. 3.0 50 AND/OR BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST 30 - 45 Gal. 1 1/2" Class 200 PVC A DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND TO THROTTLE THE FLOW 45 - 60 Gal. 2" Class 200 FVC Ilk] RAINBIRD CONTROLLER AS NOTED HUNTER PGP SERIES CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH 60 - 90 Gal. 2-1/2" Class 200 PVC Q E) E) W/ #6, rw9 NOZZLES ADJ. 2.7, 5.5 50 SYSTEM. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS [Y NOTE: USE V.A.N. SERIES (12' & 15') NOZZLES WHERE REQUIRED TO WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR PROVIDE ADEQUATE COVERAGE FOR ALL PLANTING AND LAWN DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN AREAS. CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE (� >_ BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL 1 ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. a W I z lL Z 2" STUB OUT FOR FUTURE IRRIGATION W J V W - 6�5CZ/Slfip S70p -- .._...... r.._.. .-_- Q _ •'Ir- 6" STOP STOP - - - -- moi` SL V LJ I Q- G 2" MAINLINE. LOOP (TYP.) '•, l e _ _ � I (/� MAINLINE TO RUN IN SAME TRENCH 6 S 41 \ r A 1 AS LATERALS BEHIND CURB. (TYP.) • " ^ Q 06 i . e sLv IL. F— A — — j Z LD \ 1,5 4" SLV • __ / F--� r \ 6 v \ 1. " SLV � 3 / t "�LV 41' V ` / 4" SLV \ 61 -- - ' I W 4 4" SLV ` °6" LS �` I �',� i -y, 8" V \ �r 6" SLV 00 6" I - I' SL V I C \ \ .' 6 SLV- 0 - � \ y 1� Co 0 \� (D 1 \ I .. OQ O 6" SLV �� W e ,C- a U O 13 Ln 6' SLV \ '/ice Q) p f� :' 14 ` �' e / , \ `• \ \ \ 6" SLV N MAINLINE TO RUN IN SAME TRENCH _ C U y AS LATERALS BEHIND CURB. TYP. 5.0 Y I� i N Q 15 - '� 1 I 6" SLV 0 9 m - IL 3 oC �. CONTROLLER LOCATION - VERIFY ACTUAL LOCATION \ rJ O WITH OWNERS REPRESENTATIVE PROVIDE AND INSTALL T a �� WI A PEDESTAL MOUNTED ISC-18 +B CONTROLLER. ° ?� CONCRETE PAD FOR PEDESTAL TO BE PROVIDED BY \ \ 1, ` LANDSCAPE CONTRACTOR. 110 POWER ON SEPERATE I I \ \ \ CIRCUIT PROWD_D BY ELEC. CONTRACTOR. REFER TO 7 7'7" ?1 \ \ " I ELECTRICAL PLAN FOR STUB OUT. INSTALL RA:NBIRD CON \� 6 SLV B" SLV �^ TROLLER AND RAINBIRD PEDESTAL PER MANUF. L� \ 1 �\ RECOMMENDATIONS. \ Ir/17A SLV�e - °4" SLV _ 6" SLV 6. '�.. r /�s-.ice-' r, �?.- � •� 6' SLV -- I �-� r � 2', r \ 6" SLV SUBMITTAL DATE(S) OWNER / AGENCY 009 V •J POINT OF CONNECTION - VERIFY - PROVIDE AND INSTALL A 2" BALL VALVE, 2" DOUBLE CHECK VALVE, QUICK COUPLING VALVE, AND fI MANUAL DRAIN VALVE. SEE DETAIL SHEET y SCALE 20 010 20 40 DRAWN PROJECT RTH 93540 CHECKED OTB DATE \ / NLS / 1 Inch = 20EET 20 ft. SHEET TITLE IRRIGA TION PLAN SHEET 1 21 917�rrmi - 14300`,u 14;uni et Rd 23 of 2r. IIt_IqII_ III IfI lIfIlI�I LIIIIII IIIi9III tILIIIIII I IIIIII-IVII III-II IIIIIII�III�IIIIIII lIIIITI�II�IIIIIIIIIII I I�I I��II�I III��liT�T11tI 1III�1�1T IIII I�I�I IIII�III II III iII1lII i IIII IIIII iIll Ili II III II�I III I III 1 III�I��1111 111 1I�I I bl1 III IIJill II�111 III II IF THIS DOCUMENT IS LESS I t I6,14 1 � LFGTALFTHAN THIS NOTATION, 61 IT S DUF TO THE QUALITY OF `,"77 Gus - _ i�THF ORIGINAL DOCUMENT. L S FBBI 9II 1 li .III11111111 IIIIIInllluI IIIIIIII � I �u nI �iOTII I�iin 119, q`l9 i Ill , ,4'�• r..).^..� •.n, .R.... ♦'Fr rY. '� Q�,w„•.r.. y-,� ... �- . „y,.;, � . ..• '1!.... . . -/F.<.f7, n.:Y .'ry,::.•y. , ....gJ_ ♦ ... r ♦ .�-. + ,l ; •., � �. ii REVISIONS t: S.W. SCHOLLS FERRY ROAD CF NTER PYLON - EXIST. POWER EXIST. POWER ----EXIST POWER POLE - SIGN POLE POLE r- TO BE RELOCATED �� -_ % � _ )----•---•-----•--•-�••- ,--� '�� l 39,41 / —_ _�J�lu•1� 2 ' 23,25 qoC wM (:.) ------RELOCATED `` —POWERAPOLE i SL `��`�JL— \ / I C �-- \ I ISL) \\ / 2 37,39 2 / SL j , 11 j 1 1',24 114 i � \ / \ \ • l22,24* 11 I ----- 1 © 1 1 — I `� 13 SL-31,33,35I 13 8 �\ / \ 39 1 �- 12) I I 37,39 63 1 1 37.41 F� I �13,15�_ s — t ------L-----P--------- -- ------- 17 -}-- t -�—r l �i ---------i`� 1134 7,9 I 1 I �. 7 E 1 AD SL-37,39,41 - - j ( , PAD A \`� � 1 z �� 18,12 t, / ��i j/ `v 800 AMP `�\ 37,41 1 1 \vJ I =, / ) I 31 I 21 120 208V I `•. / 1 1s 14 II 11 1 / ii a I U / a�- 17 �� 7 11 i i IQ 1 , 19.21 1 , / 1 17 �_ �� i I I ,19 _ -------{] I f i / �� . z / SL 7,9,11 �� 1 \ I ~' ��1 O / 17,19,11 "t PROPOSED LOCATION I / 23,25 19 � r� 19} © FOR SWITCHBOARD 1 I w / j I I 25 I 8,10 // 1 �.\ ; & TELEPHONE CAB T. j m 9,11I I I I I 17 (TYP.> 27 SL-8,10,12---s1• I/ 1 ` 111 `\ �` j i I I i 1 18) 1. 13,15-22,24 /I r 1, 1 I II I I 1 I a r. SHOP C , SHOP O P B 1 7,9 / �� 1 \ 11 2a00 S F. 1 950 S.F. 11 j 8,10 �\ i I i i 17 ! i W . 1 660 PGE �� '' 1 27 11 j �� I I 1 C C I j W VAULT 1 \ �d, 1 1 800AMP ,r' 1 .� I�� I ------ ---- SL I w SL-18 ---�- I __ 25 1 120 208v ,,—,' `I �•�� 70 i 1`I---`X1--" • 1/2"C-2.12 1 1 T-...wy 1 11 I 11 ,�. SL-2,4,6-26 28,30 I I i 9,11 _._._._.-•---- ��+ 1 23,25 _` • 1�--t J1 �y V ' ice' 1 H 0 P A �� / \ ' ----_. •1.12 GRD. .. _`� - // �' O j \ _I {� '1 1111200 S.F -�c� 4,6 I \ SL-32,34,36 i H 10 \��% 1 1 5 7 �/ / i �\ ray �..I 18 Z SL-14 14,16 ��''\\ 1 �J /1" j i, / �� 26,28 r''� \� - - T-•- - -----ae• -•- --------- - _---- - - - O 14,16 C 17 14 528,301 n �� 1 ` �,�--''fir' ` ,,i. i I 1 � ( 1 17:11 © 16 2 _ � � I • 4 I 1 , „ I I 0 I 1 / 22 111► \\ \\ / , 1 15) CENTER PYLON— i +=• O SIGN I ,•' c0 1 \ \ 111 .01r \ \ 1 2,6 TYPICAL 2,4o 1 18 �� 1.5 I I I 17,19/ D 1 l 1`1 TYPICAL �� I `DI-------------------I ��•��'Qr3'5 I I a j I I I I i li PAD BI I `•\ ` 141 1,16 \ / 1 i I I 2 �/�/ / 1 2'6,30 \ �'� I - 120/20$V------1 /11� LJ 7 I I \ / 37,4' 11 \ 3 i ,`• � ' 11 1 ' ',39T 37,41 39,41 2 _ T39,41 j �`•�,, 24 / / / / / 37.3Iw _ � "r ,3- F CCEtT 30 27 2 i 1t / / 39,41 I � �/ .57 ,41 — ------._w—.-- —'------ -----�_ —I a-� 3 7,39 G ACCENT CL (30 V�E F D. 0� i �•� 2 - ' ,�\A\i\�- -.. 4w c �\ `\ .•.�''� -•. REARl .� }+ SITE ELECTRICAL PLAN LEFT I� RIGHT ` •'� �•�• i� SCALE t" 30'-0" \� I i FRONT (-SUBMITTAL DATE(S) •, I OWNER / AGENCY SPECIFIC NOTES PERTAINING TO SITE PLAN - - - --- __ 17 1" C - 2.6 1.6 GRD. 1 t 1D 1 - 4" C.O. FOR POWER CO. PRIMARY CABLES. 18 1" C - 3.6 • 1.6 GRD. TERMINATE CONDUIT AT EXISTING POWER CO. POLE AS REQUIRED BY 19 11/2" C - 8.6 • 1.6 GRD. POWER .\ ,•' ` ` (DO 1112" C - 74E' 1.6 GRD. INSTALL A 4' X 6' X 6' 6" VAULT COMPLETE PER PGE REQUIREMENTS % J INSTALL A 6' X 6' CONCRETE TRANSFORMER PAD COMPLETE WITH LINE FOR POSSIBLE 21 STUB A 1" C BLE-ROPOLE BASE TO APPROX. 10' FROM BUILDING % PROTECTIVE PIPE BARRIERS PER PGE REQUIREMENTS. CONTINUATION AT A LATER DATE. \ � 22 W.P. J-BOX FOR PYLON SIGN DISCONNECT, CONTINUATION OF WIRING `✓ 2-5" C.O. FOR POWER CO, SECONDARY CABLES. AND FINAL CONNECTIONS BY THE SIGN CONTRACTOR. CONFIRM 1 - 5" C.O. FOR POWER CO SECONDARY CABLES. LOCATION AND REQUIREMENTS WITH THE SIGN CONTRACTOR. 7O 4 - 5" C.O. FOR POWER CO. SECONDARY CABLES. (E3) W.P. J-BOX FOR LANDSCAPE SPRINKLER CONTROLLER. LOCATE AND I CONNECT AS DIRECTED BY THE LANDSCAPE CONTRACTOR. CONFIM NSTAL ATIONATION OF VAULT WITH ARCHITECT PRIOR TO 24 2-4" C.O. FOR TELEPHONE CO. SERVICE CABLES PROJECT DRAWN t\9 STUB AND CAP WATERTIGHT PRIMARY CONDUITS TO ALLOW CONTINUATION 2g 1-4"C.O. FOR TELEPHONE CO. SERVICE CABLES orB DATE CHECKED TO TRANSFORMER AT A LATER DATE. 10MAINtPANELFANDECONTRp1NS SITE LIGHTING PEDESTAL WITH METER, 26 TERMINATE CONDUITS AT LOCATIONS AS DIRECTED IN FIELD BY TEL. CONSTRUCTION PERSONNEL. SHEET TITLE 11 1 1/4" C - 3.6, 4.8 1.6 GRD. 1A 1" C - 3.8, 1.8 GRD. 27 STUB CONDUITS APPROX. 5' FROM BUILDING CONTINUATION • • 1• GRD. 2 3/4" C - 3.10 1.10 GRD. BY BUILDING CONTRACTOR. VERIFY LOCATION WITH SITpE�. 12 11/4" C 3 6, 2 8 6 ® BUILDING CONTRACTOR, ELECTRICAL POWER TELEHONE 13 1" C - 4.8 108 GRD. 3® 3/4" C 2.10 • 1.10 GRD, 28 DUPLEX RECEPTACLE MOUNTED FLUSH IN POLE WITH W.P. AN PORTLAND GENERAL ELECTRIC CO. G.T.E FLIP COVER FOR C.C.T.V. -- _ WESTERN DIVISION P.O. BOX 11000 NOTE: 14 1" C 2.8 1.8 GRD. SHEET 14655 S.W. SCHOOLS FERRY RD. 4155 S.W. CEDAR HILLS BLVD. 29 3/4"C C.O. STUBBED, CAPPED AND MARKED APPROX. 5 FROM BEAvERTON, OR 97007-6198 BEAVER TON, OR 97075 NO CONDUITS SHALL BE INSTALLED 15 1 1/4" C - 6.6 1.6 GRD. BUILDING, CONDUIT TO BE CONTINUATED BY BUILDING CONTRACTOR. BRIAN MOORE (503) 590-1351 PAUL KROST (503) 641-4463 UNDER BLDG. UNLESS SPECIFICALLY OR MILS (503) 590-1241 FA643 0977 NOTED 16 1 1/4" C - 4.6 • 1.6 GRD. 30 MOUNT FIXTURE ON TOP OF GATE POST, VERIFY LOCATION AND MOUNTING WITH FEN�,E CONTRACTOR AND INSTALL ISSUE FOR BID 3-31-97 . 3 O PER MANUFACTURER. j 31 INSTALL A CODE SIZE WATER TIGHT J-BOX AS REQUIRED 1219HAI IIS E NG NFFR1NG. NIC_. • IN LANSCAPE AREA. CONSULTING ELECTRICAL ENGINEERS 5410 WILSHIRE BLVD.SUITE 307 II LOS ANGELES.CA 90036 14131 933-1088 H.E.JOB N0' YB 'tl9A___11'—J-P, 51196.0031 147011SW II9IYOWA kd 26 ul 26 �mwn•.•.ewMwrns!ti•+�7,. .slfKeNlla. ry4w+.+rm"n,l�!•••'-'YYduu::Tw nn'�l., ,M.IrNi,l•IY rc�►+w• i.n.,...rs,. ..un.+.......w:rw.�.w++...r—w� IF THIS DOCUMF,NT IS LESS LEGIBLE THAN THIS NOTATTON, ` ' CmII III I Illlf�l 11 fll 111 III IIII 4 I Irf 111 III 111 Ij1f111 III III IIIIIII ILI 1 I IIIIIII Ill ill 1�► 1�1 1 1 1J Tjt 111 1 t III III 111 1 1 111 III III I II-- IT I3 DUE TO THE QUALITY OF _ THE ORIGINAL DOCUMENT, 8 9 �6 98 fE 66 II i E L 8I Li 9t Ot I t I t 161 I LT I t�0 �8 �N I I B I 9 IIII IIIIIIIII IIIIIIIII IIIIIII�IIIIIII IIIIIIIII IIIIIIIII Illl�lul IIII�IIII IIII�IIII IIII�I�II IIIIIIIII IIIIIIIII Illl�llll Illl�llu Ilu IIII nn uu nII us nn nn uu nn nn un ull llU nn llll IIII uu Ilu Un nu uH un Hu TUI nu nn unIIII .�u� ` tic Aix:,,R7u+..,::.;ci......:,�ww� ks,'a.+a,f:, MYwn,Ylir«Sd',;.,':..m :.•. ,,. ,,..:a,:,:1.rs.n,.�..,�:rd',,. alae:^�Ya: .. ,:�•r.,. s.., ` r si?r� .:!'�i�•"1° ,-. . ,. «.... ...., ,., irYaeLldKAa:a , '., ,�, :: .(•„VN,g �;,y'i.,IANC arid. .J .j•7. Yi,idds�'ai•' x.xl7 A:-�-.3.c r �tl, ' - , TM'�k:art �FY�,11..t., rtes•. , ry.��, + x'+.; 'l„��mr r^; `� a I �rry,+y� Symbol Schedule y LIGHTING FIXTURE SCHEDULE General Notes Pertaining To Site Electrical Plan Lamps x _ T P Manufacturer Catalog No. Mounting - Loau S mbol Description_�.�� P 1. CONTRACTOR SHALL VISIT THE SiTE AND DETERMINE ALL CONDITION AFFECTING ELECTRICAL E Iva. TWpa w•tt•q• V.A.-_- - _._.� ---- -- -- - - ---- WORK AND INCLUDE ALL COSTS THEREFORE IN THIS CONTRACT PglCE. 1 STERNER 02 ALY29105H-;000H 208-B POLE I MH 1000 1100 --� -- UNDERGROUND RACEWA, •SIZE AND NUMBER OF WIRE, SMALL BF As INmcATED ON DRAWINGS. 2. CONTACT UTILITY COMPANIES AND PROVIDE ALL SERVICES.WORK.INSTALLATION AND c� STERNER 1 ALY29A285H-1000H 208-B SPL. POLE 2 MH 1000 2200 COORDINATION REQUIRED FOR THEIR USE. INCLUDE ALL CHARGES LEVIED BY UTILITY -•'P- PRIMARY POWER 0I5TRIBU11ON CONDUITS FOR POWER COMPANY PRIMARY fABLES,NUMBER AND COMPANIES. (; STERNER ALY29A10301000H 208-8 POLE l MH 1000 1100 REVISIONS SIZES AS INDICATED ON GRAWINGS.E,ECTRICAL CONTRACTOR SMALL. PROVIDE TRENCHING, -' REVISIONS ANC CONCRETE ENCASEMENT PER LOCAL UTILITY COMPANY JNOERGROUND 3. DU ALL WORK PER GOVERNING CODE REQUIREMENTS AND SUBMIT EVIDENCE OF APPROVAL. n STERNER ALY21A103D-400H 208-8 POLE 1 MH 400 450 ELECTRICAL SERVICE REQUIREMENTS. DEVINE 3 CAB-LOOHH-208 BOLLARD I MH 100 125 TYPE O 4, OBTAIN AND PAY ALL ELECTRICAL PERMITS.INSPECTIONS FEES.ETC. CE --5- SECONrARY POWER DISTRIBUTiON CONDUITS FOR SECONDARY CABLES.NUMBER AND SiZES SMA., 5, ALL APPLICABLE PORTIONS OF ALL CONTRACT DOCUMENTS FOR THiS INCREMENT OF THIS F DEVINE 3 CL82-100MH-209 NrRY FENCE 1 �MH 100 In BE `�"--'"-- BE AS INUILATEO 011 DRAWINGS.UNLESS OTHERWISE NOTED,LOCAL POWER COMPANY WILL PROVU4 PROJECTS AND ALL ADDENDA,BULLET INS,CHANGE ORDERS AND:OR CLARIFiCATIONS THERETO -- SECONDARY CABLES.TRENCHING.":KFIILING ACID CONCRETE ENCASEMENT SHALL BE PER LOCAL SHALL APPLY TO THIS SECTION, G DEVINE-� 3 RR90-100MH-208 © POST I MH 100 125 POWER COMPANY UNDERGROUND ELECTRICAL SERVICE REOLAREMFNTS. 6. COORO'.NATE WORK WITH ALL OTHER TRADES AND AS REOUIREO FOR ANY VARIOUS INCREMENTS C' 1 TRANSFORMER PAD,SLAB BOA AND PROTECTIVE BARRIERS PER .00AL P^,MER LO.REQUIREMLNiy OF CUNSTRUCTION. ( J AND S?ANDARDS,I.tINDICATES FIeED BARRIER ANW ,INDICATES REMOVABLE BARRIERS. ,,�, 7, PARKING LOT LUMINAIRE LOCATIONS ARE SHOWN APPROXIMATE ONLY.VERIFY EACH LOCATION - -ONE PIECE MULTI-FORMED IN FIELD WITH ARCHITECT ANO•'OR OWNER. J -�- RUGGED ALUMINUM HOUSING SUB':,Af ACE ENCLOSURE ieULL BOK.MATNEHOLE ETC.IPOWER COMPANY EQUIPMENT AS SPECIFD FACTORY PAINTED, Of, DRAWINGS ANO PER THEIR RfQU1RfMENTS ANO STANDARDS. B. FURNISH AND INSTALL ALL LIGHTING FIXTURES.LAMPS.POLE SUPPORTS,ACCESSORIES,ETC. K -- - ----_-_-----.----..---.____ ___ AS REQUIRED. (L 1 -- TELEPHONE SERVICE CONDUITS.NUMBER AND SIZES AS INDICATED ON DRAWINGS.ELECTRICA, Try CONTRACTOR SHALL PROVIDE TRENCHING AND BACKFILLING PER TELEPHONE COMPANI 9. M,H.LAMPS SHALL BE AS MANUFACTURED BY GE OR EQUAL. REFLECTOR ASSEMBLY SPECIFICATIONS AND REQUIREMENTS. 0 FIXTURE TO BE PROVIDED WITH A DOUBLE ARM FIxTURE BRACKET, w 10. ALL WIRE SHALL BE NEw.TYPE •THW'.STRANDED iN SIZES LARGER THAN 010,WIRE SIZES ---EASILY REMOVABLE HINGED TELEPHO'h PULL BOA AS SPECIE;FO ON DRAWINGS ANI) PER TELEPHONE COMPANY STANDARDS. SHOWN ON PLANS ARE BASED ON 98% CONDUCTThITY COPPER, � POLES SHALL BE STRAIGHT SOUARE STEEL TGA WITH BASE COVER AND PAINT TO MATCH FIXTURE. DOOR AND Li4S FRAME RKWITH FLgT-TCMPEAEG HiGH IMPAC* .-F!. BUILDING SWITCHBOARD.SEE INDIVIDUAL BuIL'INGFir04 P.AN FOR EAACT SIZE AND LOCATION. 11. INSTALL CONTI'IUOUS GREEN THW GROUND WIRE IN EACH NON-METALLIC CONDUIT AND O COLOR AS SELECTED BY ARCHITECT. i 1 -3 - PROVIDE WGING SPACE AS APPROVE) BY LLCAL (OTN.S AND PROTEC11Vf BARUIFR•. AS CONNECT TO EACH CONDUIT GRDUNOING BUSHING AT EACH POLE.SEE DRAWINGS FOR SIZES. V --- REQUIRED BY POWER COMPANY -t 12. PARKING LOT LIGHTING WIRING MAY BE INSTALLED IN PVC CONDUITS SCH.40 AND SHALL BE (:4)MOUNT ON 10'POLE (3).INCLUDE CONCRETE POLE BASE.AS DESIGNEE BY STRUCTURAL ENGINEER ..`•-'-a+ BUILDING WE ATHEPPRDOF 1r.LEPHONE TERMINAL CABINET.PROVIDE PROTEC'IVF BARRIERS as INSTALLED 1N MINIMUM 24•DEEP TRENCH.UATAIN APPROVAL OF LOCAL. ELECTRICAL. INSPECTOR PRIOR TOINSTALLATION, '�/ o I a "�"- STEEL POLE WITH MRI[' • • • REQUIREO•REt'ER TO CORRESPONDING BUILDING F,OORPLAN FOR EXACT LOCATION. GROUNDING LUG41, GAB'." COVER. O O 13. INSTALL APPROVED GROUNDING BUSHING AT EACH TERMINATION OF EACH R1GIO o POLE SMLL BE FACTO" '..,NTED I) CONDUIT, TO MATCAH LUMINAIRE F1 + .. BUING MAIN TELEPHONE TERMINAL.RE.ER TJ COARESROINDING BUILDING FLOOR PLAN FOR •, __ 11_' .•�.�L 19U.0LDIL.ODonCN. la• CONDUIT STUBS SHALL BE TERMINATED IN ACCESSIULE LOCATiONS.SECLRLEY CAPPED WATER- TIGHT AND LOCATED BY AN APPROVED VISIBLE MARKER. DUPLEA RECEPT FLUSH iN POLE a C' LIGHTING PMNELBOARD 15. MAKE ALL CONT+ECTiONS WITH APPROVED SOLDERLESS PRESSURE CONNECTORS, TAPED FOR > ' WITH W.P.FLiP COVER.COVER INSULATION EQUIVALENT TO ORIGINA'_ WIRE COVERING. b W FINISH TO MATCH POLE, ❑ r PARKING LOT LIGHT STANDARD WITH IIILUMIAIRE,SEE SITE L;GHIING �IY'URE 5CHEOU,-E SEE SITE PLAN FOR SPECIFICATIONS. 16. POLE BASES TO BE INSTALLED BY 3ENERAL CONTRACTOR,INSPECT POLES 30 DAYS AFTER I I INSTALLATION AND RE-SHIM AS RE'JUIREO FOR TRUE VERTICAL. i"1 4j'1 PARKING LrT LiGHT STANDARD WITH 121 LUMINA!RE,SEE SITE LIGHT'rrG FIXTURE SLHEDULE i • FOR SPECiCICATiONS. 17, POLES SMALL CONTAIN PULL OR .'UNCTION SPACE ADF'OUATE FOR THE WIRE,JUNCTIONS, SPLICES.ETC.CONTAINED.INSTALL GASKETED SCREW-COVER PLATE ON SIDE AWAY FROM ■ SAME AS ABOVE.BUT ONE LUMINAIRE CONNECTED TO SECURITY (NIGHT-LIGHT)Ci11CU1T. CARS. + 18. PERMANENTLY AND VISIBLE LABEL INSIDE OF ALL COVER PLATES WITH CIRCUITS AND VOLTAGE cc ------ --A CONDJiT STUB,Lpv WATER?IGHT AND STAKE.SEE SPECIFIC NOTES ON DRAMlNOCONTAINED.S. LOCATION :PEDESTAL PANEL SCHEDULE "SL" 8US1225 A MAINTLLKi$ ONLY d) 19. PRIOR TO FiNAL INSPECTION.FuINiSH TO THE ARCHITECT A SET' OF 'RECORD DRAWINGS', F OW.P. MFA'+EIPROOF JUNCTION BO►.SIZE AS REQUIRED BY N.E.C. TRANSPARENCIES (OBTAINED FROM ARCHITECT AT CONTRACTOR'S COST)OF THE MOUNTiNGI ------- IVOLTAGEi 120/20BV-30-4w MIN. I.C.OF C.8.-10 000A ORIGINAL DRAWINGS,CORRECTED TO SHOW ALL CHANGES IN INSTALI.ATION. -'-- i CTR. BY.R. NO.OF OUTLETS. WATT S L.C. C.3. CONDUIT ONLY WITH%'POLYPROPYLENE PULL WIRE,DR AS REQUIRED BY COHHESPONDING 20. ALL WORK SHALL BE GUARANTEO FOR ONE YEAR FROM THE TIME OF ACCEPTANCE -- LOCATION HAf10 HOLE WITH GASKETED SCREW-ON UTILITr COMPANrs. INCLUDUNG LAMPS,INSTALLATION AND ASSOCIATED REPAIRS.BALLAST$ SHALL BE PER NO' AMP. P 0 Qb m 0 0 A0 80 L:0 LOAD COVER,SEE NOTE • 17 r 16 MANUFACTURER'S GUARANTEE. 1 E Lam, �Al�EiiT;- 4 1325 AL E.G. ELECTRICAL CONTRACTOR 21. PROVIDE A MINIMUM OF 12'SEP4RATION BETWEEN POWER AND TELEPHONE CONDUITS, _ L _RLL EAT. 5 u _ WHERE THEY ARE h'STALLEO Ik SAME TRENCH OR CROSS OR AS SPECIFICALLY DIRECTED 3 - - - - 2 s O REFER TO SPECIFIC NOTE •5 BY UTILITY CO.REPRESENTATIVE. 4 -` _ _ i - STUB-OjT AND TERMINATE CONDUIT Ic WITH SMOOTH BUSHIWO PAMIDE 22. SITE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL SPLICE BOXES TRANSFORMER PADS - 50 Yi GRO ONO `UG' V.L. VERIFY LOCATION. ANO/OR SLAB BOXES PER PGE REJUiREMENTS AND DRAWINGS. 20 3 SIII LTG.-ALBERT. _ 1650 L r L -^ 4 16 BASE CCVER, W.P. WEA'HERPROOF 23. CONDUIT RUNS ARE SHOWN FOR CIRCUITING PURPOSES ONLY AND MAY BE VARIED,IF _ •-- -� APPROVED IN WRITING. - 1650 4) ; N.T16501 . NOT TO SCALE 24. PRIOR TO STARTING OF CONSTRUCTION WORK.CONTRACTOR SHALL. VERIFY WHETHER 12 - _ _ 10 / /''�'CONDUIT AND WiRE AS SHOWN ON UTILITY COMPANIES HAVE RECEIVED ALL OFF AND ON SITE STREET IMPROVEMENT OWGS. AR-B1-- -- p DRAWING. AND OBTAIN APPROVED CONSTRUCTION OwGS.FROM THE RESPECTIVE UTILITY CO.AND / N.I.C. ( NOT IN LUNTRACT,INSTALLATION SHALL BE PROVIDED BY OTHERS. INCLUDE ALL MATERIAL,WORK AND FULLY COMPLY WITH ALL REQUIREMENTS AND a r-+-- 9fi�T ' 2 - SPECIFICATiONS AS INDICATED THEREON IN HIS 1310 PRICE.IF UTILITY DRAWINGS ARE NOT 15 450 N.I.T.S, f NOT IN THIS SECTION.INSTALLATION SMALL OF PROVIDED UNDER SEPARATE SECTION. AVAILABLE WHEN BIDS ARE SUBMITTED SO INDICATE AND ADVISE ARCHITECT AND 1 -" •• r----•-.---FINISH GRADE OR PAYING. ELECTRICAL ENGINEER ACCORDINGLY.REFER TO SPECIFICATIONS. L �. Pq 3 & a 5 I II .N= Lei- UN_ 1 T $ •-CIV- CABLE T,v,SERVICE CONDu1TS,NUMBER AND SIZES AS INDICATED ON DRAWINGS.PROVIDE)1, 25, COORDINATE THE LOCATION OF POWER AND TELEPHONE SUBSURFACE ENCLOSURES.PULL - - - 1 122 -1 N • POLYPROPYLENE PULL WIRE OR AS REQUIRED BY CATV COMPANY. BOX,MANHOLES,SLAB-BOXES,ETC,AND ROUTING OF POWER AND TELEPHJNE TRENCHES 20 1 1000 1 AND OTHER UTILITY LINES PRiOR TO STARTING THE CONSTRUCTION WORK. HOMFRUN TO SITE LIGHTING PANEL 'SL'.CIRCUITS 1 1 3.CONDUIT ANO WIRE SIZES SHALL BF 26. ALL FIXED AND REMOVABLE PROTECTIVE BARRIERS SMALL BE BY SITE GENERAL 2 L ,- L 2LEM _ 24'MINIMUM AS INDICATED ON SITE PLANS- CONTRACTOR.BARRIERS SHALL BE PER PGE CO.SPECIFICATIONS. 3 �`TT LTG.-SL 2 1 ! cc sL LJ 24 - -_. _ 10 � G.C. GENERAL CONTRACTOR. 27. CONTRACTOR SHALL FOLLOW ALL SAFETY PROCEDURES AS REQUIRED BY THE STATE OF 25 -- ____ 11 �F=7 "TTT1IiTm F�� OREGON DIVISION OF OCUPATIONAL SAFETY AND HEALTH DURING CONSTRUCTION.HE 2 LiG.-SL 3 11 SHALL TAKE ALL NECESSARY PRECAUTIONS,ON PERFORMING TRENCHING NOT TO DAMAGE - ANY UNDERGROUND OR ABOVE GROUND,EXISTING UTILITY LINES INCLUDING BUT NOT LIMITED 28 - _ 1 0 --- - ----STRUCTURAL CONCRETE BASE BY TO ELECTRICAL WATER.FIRE,SEWAGE AND DRAINAGE LINES.ON THE FIRST OCCURENCE I A -- GENERAL co"rgpcTOR. OF ANY SUCH DAMAGE THE CONTRACTOR SHALL STOP THE WORK AND IMMEDIATELY --- _ - `- CONCRETE BASE SMALL BE PER CONTACT THE ARCHIT9CT AND/OR OWNER'S REPRESENTATIVE FOR FURTHER INSTRUCTION � - I100 LSTRUCTURAL ENGINEER DESIGN. ON THE WAY TO PROCEED..CONTRACTOR SHALL BE RESPONS18LE FOR PERFORMING l - 2 PYLON SIGN _ 1 1 SEE ARCH.PLANS. NECESSARY WORK TO PROPERLY REPAIR THE DAMAGES TO THE SATISFACTION OF THE L Thr_ 1500 ARCHITECT AND/OR OWNER'S REPRESENTATIVE. 34 - _ 15000 SITE FIXTURE DETAILS 28. ELECTRICAL CONTRACTOR SHALL. NOT RUN ANY POWER AND TELEPHONE SERVICE CONUITS36 _ _ _ 15 N. T S. -- - AND PARKING LOT LIGHT BRANCH CiRCUIT CONDUIT THRU FUTURE PADS,EXCEPT AS 5 2� 3 WALK�1�"- SPECIFICALLY SHOWN ON DRAWINGS.PROVIDE ALL REQUIRED CODE SIZE PULL BOXES FOR875 BRANCH CIRCUITS WIRING. 2 I PA 875 8 5 29. ALL UTILITY STRUCTURES,CONDUITS AND ALL OTHER MATERIALS SHALL COMeLY AND BEa INSTALLED LOCATED AND PLACED AS INDICATED MI UTILITY CONSTRUCTION - - - 67§ 875 DOCUMENTS. 4 S RE - CONNECTED WATTS/LINE 16125 15675 14075 45875 30. ALI. POWER DISTRIBUTION & TELEPHONE FACILITIES SHALL BE iNSPECTEO BY THE UTILITY LC LOAD x 25% 1 1470 PRIOR TO BACKFILLING AND 1NSTALLAiIQN OF TRANSFORMER SLAB BOXES AND PULL BOXES. TOTAL C.pNNECTED WATTS 45875 31, CONTRACTOR SHALL VERIFY WiTH THE CITY AND LOCAL AUTHORITIES ALL REQUIREMENTS MAXIMUM WATTS 57343 AND CHARGES LEVIED BY THEM REGARDING INSTALLING UTLILITY LINES AND FEEDER AMPS 57343W o 120/2,08v-30-414=159 SUBSTRUCTURE IN PUBLIC PROPERTV.iNCLUDE ALL COSTS IN 810. (DCIRCUITS TO BE CONTROLLED BY 2-8P MAG.HELD RELAYS. RELAYS FULL SET'TION AS REQUIRED L TO BE CONTROLLED BY A PHOTO CELLFOR 'ON•AND A TIME SWITCH BY POwLM CO. FOR 'OFF'OPERATIONS. O 2O CIRCUITS TO BE CONTROLLED BY A 8P MAG.HELD RELAY. RELAY TO -PHOTO-CELL MTD,iN BE CONTROLLED BY A PHOTO CELL FOR 'ON'& 'DFF'OPERATIONS. ��/ 7 PEDESTAL.AIM NORTH. O SAME AS (1)EXCEPT 6P RELAY AND SEPARATE TIME SWITCH FOR 'OFF'. _ - / „^�- NEMA '3R'FREE STANDING � - { PEDESTAL WITH PULL SECTION, SAME AS (11 EXCEPT 2P RELAYS AND SEPARATE TIME SWITCH FOR METER,DISC.Sw.& PANELS, 'OFF' I20/288v�30 4W O 200A BUS SITE I 3 I PANEL 5O SAME AS (2)EXCEPT 3P RELAY AND SEPARATE TiME SWITCH FOR ,SL, � 3.12 l+ 'OFF'. - M I 159 I I 3'MiN.TVP.� BOTH SIDES AN I I AND BACK. NOTES LA � -1 J 1 USE ONE PHOTO CELL FOR ALL OPt�. /200AS RATIONS DESCRIBED ABOVE, FOR 'ON' W ; 3P � SPACE I � I-� INSTALL CONCRETE PAD. FONT VVV 2 USE A SEPARATE TIME SNITCH FOR ALL OPERATIONS DESCRIBEC ABOVE. EXTEND 3`01 IN FRONT 200AF fOF ENCLOSURE. ---� f CLASS T� LIGHTING h� 3 REFER TO SITE LIGHTING CONTROL DIAGRAM ON 1.31 L Lir I + I CONTROLS i -�- - y -MOUNT WITH MANUFAC-URES --1'C.•• 3/8 TWO-CU. /% HARDWARE. Ct. 10 TORK 02101 PHOTO CONTROL (2.50 F.C.) 4'. -0 MOUNT ONI/?CONOUIT 12'ABOVE ROOF,FACE NORTH,ADJUST TO 10 F.C.-CONNECT FOR ON & OFF OPERATION _I NQTEt o c-� <2� ALL CONDUITS STUB FOR iELEPHONE,PDWER,CATV AND FIRE SERVICES SHALL BE LOCATED AND �d � MARKED BELOW A G'ROUNO BY 9'HIGH CONCRETE SLEEVE WITH COVER MARKED 'T','P'.'TV' •� 6.. OR 'F',INSTALL A •4 BAR FROM END OF CONf`: CONDUIT UP INTO SLEEVE TO ALLOW CONDUIT TO BE " 'L_L'IOTES C TEST SWiTCH.2 MRS. EASILY LOCATED. MARK TiME 09081 '"Eil, SHALL BE PROVIDED WiTH PEDESTAL AND ADJUSTED FOR APPROPRIATE ON OFF OPERATING 0 L_If2'C, 3 012- I _NGRAVED SCREW-ON 'NAMEPLATES ON EACH PANEL DOOR & CONTROL CABINET DOOR. ME 5*11CHES SHALL BE INSTALLED WITH CLE( ONCE INSIDE PEDESTAL TO ALLOW EASY ACCESSIBIL'`, TORK OG100 DiGiTAI TIMFR ------, �h l ADJUSTMENT AND MAINTENANCE,PROvIDE SEPARATE HINGED LCCKNBLE DOUR FOR EVERY I WIT(- RESERVE.VERIFY I I b`- MARKER IN TOP CABINET r COMPARTMENT, SUBMItTAI DATEtST 'ON:'OFr-'TiMES WITH ALBERTSONS, I -�� NOTE1 - QUIOWNER / AGENCY 1 ��---- ~� F F19F T TELEPHONE 4. PEDESTALRSHALL BE APPROVED PCE PRIOR TO OROERiNG.HEIuHT OF METER SHALL 8E AS LOCATE AT ALL PAD AREAS.., / � P - POWER REQUIRED BY PGE N-- - ALL. STUBS - TV CATV `" - SPECIFIC NOTES - O (1)31C.O.TO POWER COMPANY TRANSFORMER.SEE OWG,1.10A FOR PEDESTAL LOCATION. - Ift'C.- 2 212 �"--1*0 DiRTY AREA AND /4 �2 A PAVEMENT 3A'C 1.4 UJ 10 GROUND. GROUNDING SYSTEM SHALL CONSIST OF.BUT NOT LIMITED TOI r! O Il - MAGNF,TICALL.Y HELD 6'CONCRETE CYLINDER A,A MAN MADE ELECTRODE CONSISTING O",ti'COPFE.R CLAD STEEL_ ROO 10'LONG AND HAVING LIGHTING CONTACTOR. X 9'HIGH RESISTANCE TO GROUND AS REQUIRED BY N.E.C.'91AND SPECIFICALLY SECTION 250•-83 SEE PANEL.SCHFD.FOR b @•ACCESSIBLE AND APPROVED GROUND CLAMPS. -o- L NUMBER DF POLES. C.BONDING JUMPER OR SCREWS FOR NFUTRAL iERM!NAL IN MAiN SWITCHBOARD.IF INSULATED FROM THE CAN. 0,AS REOUiREO BY LOCAL BUILDING rIEPARTMENT, •a BAR DRiVE INTO GROUND --•<- CIRCUITS TO 'ALBER-SONS' �3 A FREE STANDING SITE PEDESTRAL TO BE INSTALLED EQUAL. TO MYERS PRODUCTS OR PACIFIC UTILITY I AND OTHER CONTROLLED PRODCUCTS WITH SPACE FOR PANEL & CONTROE_ SECTION.PROVIDE LABELS AS REQUIRED IN SPECIFICATIONS, SITE PANEL 'SL - --- ! SEEK PANEING L SCHEDULE.EA LIGHTS & SIGNS. DRAWN [PROJECT ~ 1. F4 FREE STANDING SITE CHECKS OT13 OAE 4LIGHTING PEDESTAL NLS N T SHEET TITLE 2 SITE LIGHTING CONTROL DIAGRAM UTILITY STUB-OUT DETAIL N 1 ' 43 N T $ SCHEMES DIES DE TAUS i NOTES SHEET 1 1 . 31 Hj+pj_Lj5 ENGINEERING. INC. I CONSu 7C.-U-U(.l-) Ij 541 W''+ 0 ,SMRE BLVD.SUITE 307 iro,�fih� ANGELES,CA 900 MEERS 6 +ItJ1 9J3-tO6B H.E.JUB NO' 96-1BOA _ BYE J.P. � - +. N-r•..-.• sem.wrursewvaYav!su+n; xaerrrrXs,+O•MMaWrA•uw+IRanOw��e.. ,•.--. ...,, ,meq, +_ pL•IIIIIIIL+MU�•www.+.-..._,•.•aa,•^�. w. ,•+aw:,w+M[ww..1,�M,��+. - III I�I I 1 ( I i i 1 1 1 ! 1 1 1 1 1 i i I 1 I I 1 i 1 I I I I I I 1 I I I I I I I 1 I 1 I 1 1 1 T T fi 1 i 1 1 I I 1 I I i i I I I I I I I I I " r ` " "` ""'" """°�"•' " "'"" `* rerHrsDocuMRNTrstass �f��f � Iii f � I ISI � P� I � ill I + ISI I � i � I l + 1 l� 11 ISI I I i � I I �.�. ! LSGIBLS THAN THIS NOTATION, 1L I _� I �_ � I_� IT IS DUE TO THE QUALITY OF - ate. f9uGust �6,14g9 H THS ORIGINAL DOCUMENT. 861II LR II YR i�60��I IR E t Bi 6T i T t�t- Iijl lI 6�t I t I D[ I �i b I Y I 9�j f�j �� t Lw �IiII NII�IIII III„1111 INI�NII iIlllIIII IIII�illl IIIIIIIII illl�llll iiIIIIIII(III(III IIIl�IIII IIII�Il1i IIII�IIII IIII�iIII INiIIIII IIIIIIIII IIIIi►III IN161N!Ni NN TNI 1111 NIi(III(III HII(III(III(III(III ETI;(III Ifll(III(III ILII(III(III TNI(III IiII(III IIi�AII