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14800 SW SEQUOIA PARKWAY t DRAWING ISSUES 1 PP H I 3 0 N f�.vG�r 09THE OKAIE DIEPOT .2 ^ EXPIRES: 12-31-02 TOOL RENTAL CENTER ADDITION TIGARD, SITE CONSTRUCTION I a PROPOSED SITE 1 GENERAL CONSTRUCTION NOTES 1. LOCATION OF EXISTING UTILITIES ARF BASED ON AVAILABLE INFORMATION. IT IS BONITA i�D 6 THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY DEPTH AND LOCATION OF EXISTING UTILI fIES PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER OF ANY DISCREPANCIES IN THE PLANS. CALL FOR LOCATES AT LEAST 48 HOURS PRIOR of Y TO CONSTRUCTION. a °- THE CONTRACTOR SHALL AT ALL TIMES ABIDE BY APPLICABLE SAFETY RULES OF O.S.H.A. AND IN PARTICULAR THOSE PERTAINING TO ADEQUATE SHORING AND 3 TRENCH PROTECTION OF WORKMEN. N SHAKESPEARE ' CARDIN L 3. THE CONTRACTOR SHALL AT ALL TIMES ABIDE BY THE APPROPRIATE CODES, LAWS AND REGULATIONS THAT GOVERN CONSTRUCTION WITHIN THE CITY OF 5 OF TIGARD. RED 00cr 4, THE r^NTRACTOR SHALL ERECT, MAINTAIN, AND REMOVE ALL RErrUIRED TRAFFIC '� LN �° Y CONT lOL DEVICES. V) �� Q SHEET TITLE 5 CONTRACTOR SHALL KEEP STREETS, COUNTY ROADS, AND HIGHWAY CLEAR OF DEBRIS FROM THE CONSTRUCTION SITE. ARRINGTON C00 COVER SHEET 6. CONTRACTOR SHALL CONNECT AND/OR MATCH EXISTING UTILITIES AND a c:) IMPROVEMENTS, IN CONFORMANCE WITH THE INTENT OF THESE PLANS AND THE o 0� � C01 EXISTING CONDITIONS SPECIFICATIONS TO PROVIDE COMPLETE AND/OP, OPERATIONAL- SYSTEM. N y0 CONTRACTOR TO COORDINATE RELOCATION AND INSTALLATION OF EXISTING - FF, COG SITE CONSTRUCTION / DEMOLITION / UTILITY PLAN UTILITIES AS NECESSARY. CO3 GRADING / EPr?SION CONTROL PLAN 1, NOTIFY CIVIL ENGINEER 2 BUSINESS DAYS BEFORE COMMENCEMENT OF WORK. �\ CD4 DETAIL SHEET 8. EXCAVATORS MUST COMPLY WITH ALL PROVISIONS OF ORS 757.541 TO 757.5/1 1 INCLUDING NOTIFICATION OF ALL OWNERS OF UNDERGROUND FACILITIES AT LEAST 48 BUSINESS DAY HOUPS, BUT NOT MORE THAN 10 BUSINESS DAYS, BEFORE COMMENCING ANY EXCAVATION. _ 9 CONTRNOTEDACTOR HEREINSHALL THAT CONFLCONM H THE CONSTRUCTIONALL OFEMOTHERWISEI HF PROJECT, VICINTIY MAP CONTRACTOR SHALL CONTACT ENGINEER IMMEDIATELY TO DETERMINE ANY ITCMS NOT SHOWN ON THE PLANS THAT MUST BE REMOVED. FAILURE TO DO SO DOFS NTS NOT RELIEVE CONTRACTOR OF RESPONSIBILITY AND COST FOE' REMOVING ITEMS REQUIRED. 10. CONTRACTOR TO DISPOSE OF ALL DEBRIS AND EXCESS MATERIAL ACCORDING TO LOCAL REQUIREMENTS. 1 11. ALL DEMOLISHED ASPHALT CONCRETE AND PORTLAND CEMENT CONCRETE IS EXPECTED 7.0 BE REMOVED FROM THE SITE. 12. THE CONTRACTOR SHALL TAKE EFFECTIVE ACTION TO PREVENT THE FORMATION OF ANY AIRBORNE DAMAGE RESULTINGDFROMUST NFAI URE TO UISANCE AND FOLLGW CITY SHALL BE GUIDELINES. FOR ANY OWNER ARCHITECT 13. CONTRACTOR IS TO NOTIFY CITY OF TIGER INSPECTION SECTION 48 HOURS PRIOR HOME DEPOT USA INC. OMICRON TO CONSTRUCTION. 370 CORPORATE DRIVE NORTH 1130 WEST PENDER ST., SUITE 702 LEGEND TUKvviLA, WA 98188 VANCOUVER, BC V6E 4A4 14, CONTRACTOR TO KEEP AN ACCURATE AND CURRENT SET OF REDLINED AS-BUILT CONTACT: KIRK BEZANSON CONTACT: DAVID A. FAWLEY DRAWINGS ON-SITE FOR THE DURATION OF THE PROJECT, REDLINED AS-BUILT (206) 574-3567 (TELEPHONE) (604) 532-3350 (TELEPHONE) DRAWINGS SHALL- ACCURATELY RECORD ALL CHANGE" MADE DURING (206)574-3487 (FAX) (604) 632-3351 (FAX) EXISTING BOUNDARY �. CONSTRUCTION, INCLUDIN; BUT NOT LIMITED TO ELEVATIONS, SLOPES, LENGTHS ' AND HORIZONTAL LOCAT:ON. REDLINED AS-BUILT DRAWINGS WILL ALSO SHOW EXISTING RIGHT OF WAY --- - - - ----- SIZE AND LOCATION OF PRIVATE FRANCHISE UTILITIES, LANDSCAPE PIPING AND SLEEVING AND SITE LIGHTING ELECTRICAL RUNS. EXISTING BUILDING DAT[ REMARKS REDLINED AS-BUILT DRAWINGS WILL IDENTIFY AND DESCRIBE UNEXPECTED CIVIL ENGINEER SURVEYOR r No EXISTING CURB -- - -� -� VARIATIONS OF SUBS'I'(FACE CONDITIONS AND LOCATIONS OF AN) UTILITIES WRG DESIGN INC. WRG DESIGN INC. ENCOUNTERED. 5415 SW WESTGATE DR., SUITE 100 5415 SW WESTGATE DR., SUITE 100 EXISTING 1' CONTOUR ----174-•--• - - PORTLAND, OREGON 97221 PORT[AND, OREGON 97221 CONTRACTOR SHALL PROVIDE OWNER OR OWNER'S REPRESENTATIVE WITH (503) 419--2500 (TELEPHONE) (503) 419-2500 (TELEPHONE) EXISTING 5' CONTOUR - --175--•- - - 1 o ' REDLINED COPY OF PLANS SHOWING CONSTRUCTED AS-BUILT ELEVATIONS, (503) 419-2600 (FAX) (503) 419-2600 (FAX) �� �_C, J 1�4 t' C C'� IL`• 1 C'C's^ ✓c' (amner©m LOCATIONS AND PLAN DEVIATIONS. REDLINED AS-BUILT DRAWINGS TO BE CONTACT: KEVIN RUSSELL, PE CONTACT: TERRY GOODMAN EXISTING SANITARY SEWER -•N'•aAN•---�- - SUBMITTED TO OWNER'S REPRESENTATIVE ONE WEEK PRIOR TO REQUESTING BRIAN FEENEY, EIT WALK-THROUGH AND/OR ACCEPTANCE OF SUBSTANTIAL COMPLETION. EXISTING STORM SEWER ---'---18'•tiTM"`-`---•-• EXISTING WATER MAIN - --8oW----- - l j L II, YL SUITE 702, 1130 W. FENDER ST. 15. THE HOME DEPOT FACILITY SHALL REMAIN OPEN DURING CONSTRUCTION. THE VANCOUVER, H.C. V6E 4A4 CONTRACTOR SHALL BE RESP011SIBLE FOR KEEPING WORK AREAS NEAT AND EXISTING SANITARY MANHOLE ( � SAFE FOR THE GENERAL PUBLIC. THE CONTRACTOR SHALL PROVIDE BARRICADES, r., TEL: (804) 632-3360 : DUST PROTECTION, ETC. AS REQUIRED. BENCHMARK INFORMATION EXISTING STORM MANHOLE (C)) FAX: (804) 832-3351 www.omierondesian.com EXISTING FIRE HYDRANT ,Vy --'------ THE VERTICAL DATUM FOR THIS SURVEY IS EXISTING WATER METER �r - BASED UPON AN OREGON STATE HIGHWAY CONSULTANT DEPARTMENT B.M. Y-464 1976, A BRASS DISK EXISTING CLEANOUT r") IN CONCRETE SIDEWALK AT THE NORTHWEST CORNER OF THE BRIDGE OF BONITA ROAD OVER R EXISTING CURB INLET 1-5. 1-FOOT EAST OF THE WEST END OF THE D E s I o N I N c BRIDGE, 1.5-FEET NORTH OF THE NORTH CURB, CITY OF TIG,IRU EXISTING JUNCTION BOX FJ Approved------------- .-_ 5415 SW Westgate Dr., Suite 100 .:indrtinneliyApproved.-.._ Portland, Oregon 97221 ELEV = 198.837 EXISTING TREE 0 ,r y onlthe wG as d scrlbod n NFHh11T'NO .� -�-1--- 4 5031419-2500 FAX: 503 1419-2600 EXISTING STREET LIGHT `ti_-..�`� S..a'.9119 to Follow. - PLANNERS•ENgNEEPS•LAN05C,FE AR6YItTECTS•SUR�ErORs Alt n h y EXISTING TELEPHONE MANHOLE Iat+Ay 70 - «` K� EXISTING TELEPHONE JUNCTION BOX EXISTING GAS METER HOW 95"T EXISTING SIGN TOOL RENTAL EXISTING COLUMN CENTER STORE # 4002 GENERAL NOTE EXISTING BOLLARD TIGARD, OREGON THE EXISTING INFORMATION PROVIDED IS BASED EXISTING PHONE BOOTH 14800 SM SEQUOIA PK1TV UPON A SURVEY PREPARED BY WRG DESIGN .AND RECORD DRAWINGS PROVIDED BY GROUP DRAWING TITLE S MACKENZIE. THE C014TRACTOR IS RESPONSIBLE FOR EXISTING ASPHALT VERIFYING EXISTING FIELD CONDITIONS PRIOR TO COVER SHEET WORK. IF ANY DISCREPANCIES ARE FOUND, THE G� >L �' �� CONTRACTOR SHALT_ NOTIFY THE ENGINEER AND 02o ,� •"� OWNER PRIOR TO ANY WORK. DRAFT MDB DATE 11 21/02 i� Q MK*D BKF` JOB No. OMI2920 - J[SIDN DRAWING No. CNK'D ^oo Sequoia Pkwv.1460C (`,/_ 81 2002.0003'! --- - r 101 5 SCALE _ 0, - -- NOTICE IF THE PRINT OR TYPE ON ANY ( lll III III Ill llll�l I I ill Ill Ili I 1 I�1 Iii II"I r�rlllr Ili IIIIt 1111�I III IllllltIII III'III I I1�III II! tlt 1 1IIlt 1�1 li I�I11�1 1�1 I�I 1I1 I�I�III I�IIIII I�I IIIIII I ? 1 C IMAGE IS NOT AS CLEAR AS THIS NOTICE, _ �1_I'�__--`l _-L_—I- - IL --) -_14L �L �L- 11 I �J IT IS DUE IQ THE QUALITY OF THE No to 0-1,gm-y ORIGINAL DOCUMENT30X ILII ILII ILII illy Illi illi Illi Ill��lill,llil�lllllllll�ll i illl�llli llll,llll lil�!llillilll llillilll!llli illi ilillilll llillllll illilil�l illllillllilli il�llilli illllllli`llllllli iill�Ill�ill�LllllTillllllli��IlWl�i`ullllu il�lllll 9 � fi Lllluulilli�Ni� --- ---- -- - - ---- __ ._� -.-_ - --- - --- ----- - — DRAWING ISSUES i I If I I T i II I I I i �Ii - 1 I ! 1111 i I ' i 1 •' EXISTING HOME DEPOT SITE I ' Iltl 1 14800 S.W. SEOUOIA PARKWAY SINGLE LEVEL CONCRETE BUILDING I 102,370 S.F. I I L'•'" 1 +I I II I I i t I IIII I i FFE: 169.90 • I I i i l I � I I t 1 +I III ,• 1 � 1 I I H��" I F F.ODOOR I yI�..vae^.�•`-`"r`�-_- --•,. 'i ' = - � F F.ODOOR OUTDOUR (COVERED) NURSERYAREA =169 47' 169 4E' F.F � RF.F 9{0il fF.gDGOR F,FvnUOR -1 ,39 169.45' 69,E - I _ LL ?r / / • 4 .• • , I + RACK, I "WILL I''m I a I • < • n • a o • 4 • f' a �,..` 9TOp40E ARBA D • a" . • • • " • • b I� 4•. D r "4 a "EATF.F,Y" a "O a + a x BESO STORAGE 1CPEA al ,I 4 �rJ .a Y 4 • • • I J-c i MONUMENT i A) lw ._... ._._._ . �'i r, a • ° ' ' / / ( J. ) SIGN."Ir ✓ 4 / ,'� `/ i . . a , - '_4 �._G...<_.0 .r- .-_.. ..,,.�_ ....._. -.� " 6r� _.,.._ «.�.. •-•"—e^'�' o.,.r_.° • x A • • • • e e • q + I o -- q .._..re .�1:. ., •� -_-'". a S_G'_ q +a ' • .I (ADI . . „ • '.�� -.� a • < . , • , e V• • , e ° 4 " O U •a 0 J O _._. ,l .-._. A ._.-.. 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STORAGE \ -f."STN` i I / AREA 1 I • /•18�/�' 1� \w .r• � •4� � _.-.._._. •'I ____._.�...._. _._.___..__._ � ._....___._. ._.__._... --- of rJ`° _ / ; I I '170--- o1 / / / Oi co J ':�, ��-••.._170--I--- � 15•'STM- 1! !t_ _ ul UiI 1 t7 \� _.-_ � 'p+ .__.-_.�-____._ _.....-..-_._. I __-_.. •- �.._. -171-- '•:-� _.. � L.G/ / - 7, I •� t -••-- ` � ,_,• _._._ C.G �4 -171-- -.� _ �-- -- ` .- �. ... .-- ( 01 IF J ' �- � � I Y 1 172-.. I I r / .- � 1 fI - !Illi •� � 1 .�--172-- _ ..-,� � _, � � rte— 32.50' I 32.50' n C" (!� g 1 V N l0 1 + m N v I ! �r � STORM SEWER DATA GENERAL NOTE LEGEND I DATE� REMARKS v�u NO. 85.00' ----� -- ---- — 01 OUTFALL TO SWALE THE EXISTING INFORMATION PROVIDED IS BASED IE (18"): 164.99 UPON A SURVEY PREPAREG BY WAG DESIGN AND EXISTING BOUNDARY - - -� 0 10 20 40 RECORD DRAWINGS PRO` JFD BY GROUP MACKFNZIE 2O EX AREA DRAIN THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXISTING ROW - - - — SCALE: 1"++20' I 0 RIM: 167.60 EXISTING FIELD CONDITIONS PRIOR TO WORK. IF ANY IE (6"): 165.10 f ISCREPANCIES ARE FOUND, THE CONTRACTOR EXISTING BUILDING - ---- ------ ®m¶I TO ni SHALL NOTIFY THE ENGINEER AND OWNER PRIOR TO .0 �e.v O3 EX AREA DRAIN ANY WORK. EXISTING CURB - ---- RIM: 166.70 1 I IE (10"!: 163.00 EXISTING 1' CONTOUR - f EX AREA DRAIN EXISTING 5' CONTOUR - -i'i5- -- I I RIA!: 168.00 SUITE 702, 1130 W. PENDER ST. IE (8"): 166.70 BENCHMARK INFORMATION EXISTING SANITARY SEWER - -B°SAN-- - -- VANCOUVER, H.C. V8E 4A4 } OS EX AREA DRAIN EXISTING STORM SEWER ----1 '.' T'M--- - TEL: (804) 832-3350 RIM: 168.80 THE VERTICAL DATUM FOR THIS SURVEY' IS BASED FAX: (804) 832-3351 IE (8"):166.80 UPON AN OREGON STATE HIGHWAY DEPARTMENT EXISTING WATER MAIN ___8"w__--- B.M. Y-464 1976, A BRASS DISK IN CONCIRETE www.omicrondeeignxom G FX AREA DRAIN SIDEWALK AT THE NORTHWEST CORNER OF THE BRIDGE EXISTING SANITARY MH I,IM: 168.80 OF BONITA ROAD OVER 1-5. 1-FOOT EAST OF THE IE (8"): 167.15 WEST END OF THE BRIDGE, 1.5-FEET NORTH OF THE EXISTING STORM MH NORTH CURB. y� I CONSULTAPT 0 EX AREA DRAIN EXISTING FIRE HYDRANT �h RIM: ): 16 ELEV - 198.837 EXIS'ING WATER METER f IE (8"): 167.65 `8 EX AREA DRAIN EXISTING CLEANOUT C1 ( - -�- C) E 9 I O N I N C EXIS•I'NG CURB INLET 5415 1W Weetgata Dr., Suite 100 RIM: 188.80 I Portland, Oregol 97221 IE (8"): 187.05 EXISTING JUNCTION BOX m O EX AREA DRAIN �/�] 'Q 5031419-2500 "AX: 5031419-2600 RIM: 168.60 EXISTING TREE W PLANNERS"ENGINEERS"LANDSCAPE ARCHITECTS @ SURVEYORS IE (8"): 187.55 I 10 EX AREA DRAIN EXISTING STREET LIGHT bf RIM: 170.35 EXISTING TELEPHONE MANHOLE PROJECT IE (8"): 167.85 EXISTING TELEPHONE JUNCTION BOX a3 EXISTING GAS METER nom BSP" E'.:STING SIGN rL /� \tT EXISTING COLUMN (-1 Tt 0L p�1WN 1 AL EXISTING BOLLARD o ; _ CENTER STORE 0 4002 EXISTING PHONE BOOTH F'� ---�A T7GARD, OREGON EXISTING ASPHALT h� �-A4B00 911 iR.CU01A PFL11Y L I DRAWING TITLE I EXISTING CONDITIONS DRAtT MUB Dw.[ X21/02 ct AID BKF Joy r�o OM12920 DESION _ DRAWING Ne. • CHK'D /\O Sequoia Pkwv.14800 (\/ SIT2002.00037 —----- ?' - 20' NOTICE. IF THE PRINT OR TYPE ON ANY FI I I( III I I! 1 1 1 1 1 1 1 I�I I I III III III I IIII III l iT r i l III III Iii I IIII III III l i l III III III I I I I! IIIL1111111II III I Il il lil lil I 11111111lil 'il,� I I I �IMAGE IS NOT AS CLEAR AS THIS NOTICE, �L- - L__ �L, _ _ l� ----- . _ I aL_' I ��� -----I� IT IS DUE TO THE QUALITY OF THE _ No 36 ORIGINAL DOCUMENT r�g Z giG LL 9�L �Z 6�L F . 8 TLS L 8t ?L L 9t 9t 4t Et 71[ Tl J t �8 G T99 1t�S G I t� �RIIIIIII lilllllllilllllllllillll Ilii�,lll IIII IIIIIIIII IIII III! illll111111ul illl!Illllil!�IIII illi ull Ilu IIII IIII�IIII I►II Illllull ull� ull IIIIIIul�lll l�llull!Ilu�illl I u:1u1�11 u�1iu IuliNlll DRA*INO SSUES EXISTING HOME DEPOT SITE v� GPRO�F�si 14800 S.W. SEOUOIA PARKWAY PIE SINGLE LEVEL CONCRETE BUILDING 102,370 S.F. f, "GAY 09,1 ' F=E: 169.60 �`' S. EXPIRES: 12-31-02 T 1 ' , a vim►! 11 Z ° � Q s p « • " r .� x X - a b t a a , �' al I I . _ .�..r--_ ....-�.- -�. _._.•.-_ I .. < `„d ./� e � ea a�^,� \moi J ° I ,_7�•�"T3xr.:...,« . .l I - J• a _ ., , • j � ww y i d • � .: .� ,f'�) ; " ' �. .j Z .. � I�- -._.^--^ �.._,a._..�..._.....J l.)� � •" a, °:, a.,i:._.�;o-.. ,-..,•-^o-,-^^y _._._..-...�.�......'..-_.'lL.w J�J—.�•••�....�" y _...—.S,� ac:..«.:• — _i....,.. _,n,•,.T•...'L., _ _ _ a __-- — _ Q" a \/\\// , 'i r ^_'Tr...-.. �. .....a.:' ..-. ._..«.:.......�•"... .«...... .___....._..i....._. .t...........__,..__•-•__ 1 -- i'-'__.. T'^--""'"`_�'-- o �" . o i ,,•�•.. _... 1 ° d,..�« a • �'+ '' ., • " � • — ^ a ' ° . y 'i � c .i • t ' "" ��•�wi�wwwwww+..www. —♦.+---,-- h ., a n : a <. ., , , a • e - _n < y 1. , n ` a a ; J n4A 44 - 4 EXISTING ROOF UNE K' SITE DEMOLITION NOTES: " ° ° • ♦ � .l • p ,, vj O EXISTING CART CURB TO BE REMOVED WITHIN PROPOSED BUILDING ADDITION. SEE ARCHITECTURAL PLANS FOR CONSTRUCTION INFORMATION f OSAWCUT PAVEMENT IN STRAIGHT LINLS, REMOVE ALL EXISTING CONCRETE WITHIN SAWCUT LIMITS AND DISPOCE OF OFFSITE. OEXISTING _'0LUMN TO BE REMOVED. DISCONNECT AND REMOVE 0 5 10 20 EXISTING I OOF DRAIN, SEE ARCHITECTURAL PLANS FOR PROPOSED ROOF DRAIN RECONNECT. SCALE: 1"=10' OEXISTING COORS TO BE REMOVED. SEE ARCHITECTURAL PLANS FOR CONSTRUCTION INFORMATION. OEXISTING BIKL RACK TO BE REMOVED AND RELOCATED. SEF. SITE CONSTRUCTION PLAN FOR NEN' LOCATION. (THIS SHEET) OEXISTING BOLLARD TO BE REMOVED. OEXISTING FENCE TO BE REMOVED (COMPLETE). INCLUDING l FENCE, FENCE POST, FUICE FOOTING, ETC. OEXISTING OUTDOOR. EATERY BUILDING TO BE REMOVED, DEMO ANY EXISTING UTILITY CONNECTED TO EATERY. CONTRACTOR TO EXAMINE EXISTING CONCRETE ONCE STRUCTURE IS REMOVED. IF CONCRETE IS IN LESS THAN GOOD CONDITION, CONTRACTOR SHALL DEMO ENTIRE PAD UNDER EATERY. NEW I PAD SHALL BE CONSTRUCTED PER STRUCTURAL PLAN DESIGN AND MATCH EXISTING SECTION SUB-BASE AND SLAB. UEXISTING CURB, CONCRETE, ASPHALT, BUILDING CANOPY LEGEND COLUMNS, PAY PHONES, LANDSCAPING, AND UNDERGROUND UTILITIES NOT PROPOSED FOR REMOVO.L SHALL BE PROTECTED AT ALL TIMES. ANY DAMAGE TO EXISTING SITE FEATURES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 10 EXISTING CURB TO BE REMOVED. EXISTING BUILDING ---'---- --- - -- EXISTING CURB ETE TO BEAND SITE DEMOLITION IVIS PLANT STRrJC URAOLNPLA S FOR OVER ADY INFORMATION. PROTECTED. SEE EXISTING CONCRETE EXISTING STORM LINE --------------- EXISTING COLUMN EXISTING BOLLARD EXISTING PHONE BOOTH [ PROPOSED BUILDING PROPOSED CART CURB PROPOSED SAW CUT -------- PROPOSED FENCE Pk1)pOSED BOLLARD O EXISTING HOME DEPOT SITE PROPOSED BIKE RACK 14800 S.W. SEQUOIA PARKWAY '. •:;_. . SINGLE LEVEL CONCRETE BUILDING PROPOSED CONCRETE �. A •.:•]: :� 102,370 S.F. FFE= 169.60 PROPOSED TOOL RENTAI CENTER PROPOSED OUTDOOR 1445 S.F. LARGE ECUIPIMENT STORE 2 500 S.F. ' 18.45' '10.00• 50.66 1 • 10 a , V 1 V 13 11.96' / ^1 , N 13'00' D , _T— REMARKS NO. —DATE 5.33' �-,--., rs.-,y.•^� 4 16.00' -., a — 16.00' 3 � � I 3 �� � I � .: r,l r � ° ^--•--- « � • { (�Q� ••:. , O• I JI • •'. w° .• i} _.....__...... _•••e-.••• .'� 'r y, ., a, 'l J o ° " 1f:.z•_._�:n; " - - •- e_.� O ' . AJ o ....._..._ _.. • — y�'•+ —— + • •� *� S.DD' _ '♦ a as , � 7 :]" - '° '3 y ,! • • + ° :1• • , ® ii�Y iY tZll 5.00' a.� 5.00' " . « 11 15.00' 1 " a d rz 12 1 6,50' ° 12 -.- .-- 5 6.00' 5.00' 6.00 - __ _. _ " 12 2 12 2 ���._., --••..-_....._•.._...-_•-----•-..--•----•� SUITE 702, 1 130 W. PENDE:F. ST. 12 2 12 7 + /__ w � , VANCOUVER, B.C. V8E 4A4 TEL: (804) 832-3350 • :� FAX: (804) 832-3351 • ] SITE CONSTRUCTION NOTES: www.omicrondeeign.com CONSTRUCT STANDARD CART CURB. SEE ARCHITECTURAL --- --- -�- - CONSULTANT j „ + • • t "« ` / PLANS FOR DETAIL. CONSTRUCT S'ANDARD BOLLARD. SEF ARCHITECTURAL a R .. PLANS FOR DE�AIL. f• ❑3 CONSTRUCT 6" CONCRETE SIDEWALK. SEE SHEET C04 o e e I N I N c FOR DETAIL. SEE STRUCTURAL PLANS FOR DOWEL %:7m==iIiiIIiIIiiiI1 5415 SW Westgate Dr., Suite 100 SITE UTILITY m �/ Q CONNECTION DETAIL TO EXISTING CONCRETE, SEE Portland, Oregon 97221 GENERAL NOTE S 1 E U 1 ILIT 1 NOTES STRUCTURAL PLANS FOR SECTION AND OVERLAY DETAILS. 0 5 10 20 '� 5031419-2500 FAX: 503 1419-2600 THE PROPOSED TOOL RENTAL CENTER IS BASED PROPOSED SANITARY SEWER TO BE ROUTED SCALE: 1'=t0' PLANNERS.ENpNEERS-LANDSCAPE ARCHITECTS-SURVEYORS OFF ARCHITECTURAL PLANS, CONTRACTOR TO INTERNAL TO EXISTING U'ALDING. SEE PLUMBING O SAWCUT AND REMOVE EXISTING CONCRETE. SAWCUT IN VERIFY ARCHITECTURAL PLANS WITH EXISTINGSEE -- BUILDING AND SITE CONDITIONS PRIOR TO PLANS FOR CONSTRUCTION INFORMATION STRAIGHT LINE. SAWCUT MAY VARY. ARCH - CONSTRUCTION. IF' ANY DISCREPANCIES ARE FOUND, ® CONSTRUCT COtirRETE HANDICAP RAMP FOR PROPOSED PROJECT THE CONTRACTOR SHALL NOTIFY ENGINEER, ARCHITECT, AND OWNER PRIOR TO ANY WORK. O2 PROPOSED WATER LINE TO BE ROUTED ACCESS. SEE GRADING/EROSION CONTROL SHEET FOR r INTERNAL TO EXISTING BUILDING. SEE PLUMBING GRADING INFORMATION. PROVIDE TACTILE WARNING HOW b eff PLANS FOR CONSTRUCTION INFORMATION. PATTERN (DIAMOND PATTERN) ON RAMP. Q3 CONNECT PROPOSED ROOF DRAIN TO EXISTING LI PROPOSED BIKE RACK RELOCATION. TOOL RENTAL STORM LATERALS. SEE MECHANICAL PLANS FOR ""'ANTER CONSTRUCTION AND ROUTING INFORMATION. Q PROPOSED FENCE, SEE ARCHITECTURAL & STRUCTURAL STORE # 4002 PLANS FOR CONSTRUCTION INFORMATION. ewirK TIGARD. OREGON l�J EXISTING CONCRETE SLAB TO REMAIN, IF POSSIBLE 14800 SW SZQUOIA PKWY **CONTRACTOR TO EXAMINE EXISTING CONCRETE ONCE - 3TRUCTURE IS REMOVED, IF CONCRETE IS IN LESS THAN DRAWING TITLE I UOOD CONDITION, CONTRACTOR SHALL DEMO ENTIRE PAD c CONSTRUCTION / UNDER EATERY. NEW PAD SHALL BE CONSTRUCTED PER ,r STRUCTURAL PLAN DESIGN AND MATCH EXISTING SECTION SUB-BASE AND SLAB. DEMOLITION / UTILITY PLAN I ❑9 CONTRACTOR SHALL PROTECT ALL STORE FEATURES NOT MARKED FOR DEMOLITION. DRAFT MDB DATE 11/21/02 10 PROPOSED ROIL-UP DOOR. SEE ARCH PLANS FOR DETAILS. -- _-- -_ CNK'D JOB No. i 11 SEE ARCHITECTURAL PLANS FOR EXIT DOOR STRIPING. BKF OM12920 SITE ^1.��+Tp T1� � 1T7 1Tv ww� --- SI I E CON I nUC I N/U ILII I. PLI�V� 12 CONSTRUCT CONCRETE CURB. SEE GRADING PLAN SHEET DESIGN DRAWINo No. ' FOR FORDETCONSTRUCTION INFORMATION. SEE SHEET C04 - - CHK'D ^^ Seauoie Pkwy.14800 �v]L SIT2002.00037 - - } I 5 SCALE 1" = tU' NOTICE. IF THE PRINT OR TYPE ON ANY I f l 1 III III III III I l l l l l l l r l l l IIIIIII I I I I 1 III I�'I I 11 I I III I I I I I IIIIIII III III 'I I III III III I'�JI I I I III III III III III i l l i I�I,I I I I III I IhI I I I III I I I I I I I I I I I(I I I I! I IMAGE IS NOT AS CLEAR AS THIS NOTICE, l_I I I I _I `l�-I�-I I—I YL. �.. I-I.5L I I L 6L I I--=L-I I I g� I I �-I- I 1='L--i.�11�I 13 BOO 5 IT IS DUE TO THE QUALITY OF THE _ _ _ _-_ _ ORIGINAL DOCUMENT ��7 8T 8t LT�T 9t 9T IT $t ET�[ [tom�I T ��R L Y �� 1� (iEI—�SItolue UII IIIIIII Mil ,llllllllllllllllllIlli tllllillll IIIIII IIIIIIiII (IIIIIII �III'IIIIIII�IIIII IIII�II'I IIIIIIIIIIIIIIIIIII allllllll ILII ILII VIII IIIII�IIIIIIIIIIIIIIIIIIIIi�I IIIIIIIIU►III!llll IIIi��ll l�illl llll�lll!ll lllillilWl�llllllW llll�1�11 DRAWING ISSUES ~ PROK f� GIN N P ( I � � I 'tle'i' EXPIRES: 12-31-02 I I E XiSTING HOME DEPOT SITE 14800 S.W. SEOUOIA PARKWAY SINGLt LEVEL CONCRETE BUILDING 102,370 S.F. FFE: 169.60 PROPOSED TOOL RENTAL CENTER PRG; ')SED OUTDOOR 1445 S.F. PROPOSED ENTRANCE LARGE EOUIPTMENT STORE FFE169.60 FFE:169.60 500 S.F. $169.45 e . _.. 189.50 3 " e 5169.45 ' •"'+ S169.33 S169.32 S189.30' 5$169.29 I ., 4 < ..«....-....._i 1 1 ` � �.�- 1 �a_�"�`'e�.''.:)"� --- _�..':L~ -.. r.�.�r♦-,�i-.te.,..•.r•Y...�. .�:�1�S182,7 G...r,6-„ ,-�•.'^. S169,271 -1•�.1Y-p -- ~• • • •.1•' •, n�,•Y^a•�•�dd^aJ�0.d Z•�e)�v n- i _ .! ° .. .1 •/Y j,..v•' a a v• S1 o.} v,a .rn.ct A rL•A a "•"r a• .. , r,^r^�+�A IL • e h} r r a^ 5169.24 r v." ' ^ • .47 $169.26 5169.29� (S189.48) . 56a ZTTE69.68 A . «a 4 d •a Lt "8 " *NOTE: EXISTING SLAB TO REMAIN. .a r 4 1 ($189.13) • , , .� " ~ 1. < ' • a ^ A < "L A a S169.13 (5189. 4 p '� o ^ SEE ARFHITECTURAI, PLANS FOR FENCE INFOPMATION. q " A ,. • 5169 09 q. .. .. 2 •A .A a r . ^ 2 p __ .. --It.. Mw..rw++►-... a ._.-r..r _.e-.. •, a- .._..-._.......«. _.__._._..... .-... .._...... .. ._- �!_,,, d ..+.-M....••zr.- __ .._...._. ._. ._. .� ..:.r'.:_ .... .-.. .._ __ -.-- _-_. •_ L -' ..rte- _ _ "•e :J .�.__ ria. ... __ __. YA TC�69.6u � _. • .. 1 ., ., • , �� 169- \�S189 e G16 .18 1 TC169.12 n ti • ($169.12) TC169.50 13169.12 ¢ A _ » 'a T 1 1 1 1 EXISTING A a r T 1 t1 ROOF ` LINE •J TC169.50 13769.12 �, -• < .' q G169.0E' G169.13 • 1 " � r • a " a r d ^ r''' t i r d1 a a J _. _ ' •d", ` o" • r '. '1 • + • • ' •J; i� , �� R18b.80 / l � R168.60 � GENE►SAL NOTE EROSION CONTROL NOTES THE PROPLSED TOOL RENTAL CENTER IS BASED OFF ARCHI',ECTURAL PLANC. CONTRACTOR 70 O1 INSTALL AND MAINTAIN FILTER FABRIC INLET VERIFY ARCHITECTURAL PLANS NTH EXISTING LEGEND BUI,DING AND SITE CONDITIONS PRIOR TO PROTTCTION. SEE SHEET C04 FOR DETAIL. CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THE CONTRACTOR SHALL NOTIFY ENGINEER, ARCHITZCT, AND OWNER PRIOR TO ANY WORK. EXISTING BOUNCARY --- --� EXISTING ROW --- 1 MTF L_-- REMARKS NO. EXISTING 6JILDING T - EXISTING CURB EXISTING, CURB INLET 0 EXISTING JUNCTION BOX 0 M 7; 0�O M EXISTING TREE 1� GRADING CONSTRUC11ON NOTES EXISTING COLUMN EXISTING BOLLARD SUITE 702, 1130 W. PENllER 3'I'. BENCHMARK INFORMATION �1 PROPOSED CONCRETE ADA RAMP NOT EXCEED SLOPE EXISTING PHONE BOOTH VANCOUVER, B.C. VOE 4A4 OF 1:12. PROVIDE IACTiLE WARNING (DIAMOND) PATTERN THE VERTICAL DATUM FOR THIS SURVEY IS BASED ON RAMP. EXISTING SPOT GRADE (5169.18) TEL- (804) 832-3350 • UPON AN OREGON STATE HIGHWAY DEPARTMENT MATCH EXISTING CONu2ETE GRADE AT SAWCUT. EXISTING RIM GRADE (R168.40) FAX: (804) 832--3351 B.M. Y-464 1978, A BRASS DISK IN Tc www.omicrowlemign.com SIDEWALK AT THE NORTHWEST CORNERR OF OF THi FRIDGE PROPOSED BUILDING - OF BONITA ROAD OVER 1-5. 1-FOOT EAST OF THE WEST END OF THE BRIDGE, 1.5-FEET t ORTH OF THE PROPOSED CART CURB NORTH CURB. - -- - -'--' PROPOSED SAW CUT -------- CONSULTANT ELEV = 19d.837 PROPOSED FENCE PROPOSED BALLARD 0 D E <J I ai N I N C c PROPOSED BIKE RACK 5415 SW Westgate Dr., Suite 100 PROPOSED CONCRETE !. .�t `:'A;:'�.• }; Portland, Oregon 971221 50.11419-2500 FAX: 5031419-2600 PLANNERS•ENGINEERS•LANDSCAPE ARCHITECTS*SURVFYLaS PROPOSED SPOT GRADE S169.18 PROPOSED TOP OF CURB GRADE TC169.18 PROPOSED GJTTER GRADE G169.18 -_-' - -_=-_ - - PROPOSED FINISH FLOOR ELEVATION FFE169.60 PROJEC" EKW 10 TOOL RENTAL CENTER Mole aeaonn,.+o+l STORE # 4002 TIGARD, OREGON \ 14800 311 SEQUOIA PKWY ORAWINO TITLE GRADING % EROSION CONTROL PLAN 7 DRAFT MDE DATE1, 77 11/21/02 0 5 10 20 -'-- SCALE: 1"-10' -- cNK'D BKF Joe Ne, OM12920 DESIGN _- DRAWING me. LHK'DCQ3 SeauolaPkwv.14800 SIT2002-00037 SCALE 1 0l 5 NOTICE IF THE PRINT OR TYPE ON ANY r 1 �' �� I I I �� - sl I I /I I I -� I -I - -�-I- I-( �� I I I I1. I I I I I I C IIIIIIIIIII III ! IIIIIIIIIIIT IIIIiI IIIIIIIIJIIIIIIIIIIIIIIIIIIIIIIIiIII lllllllllll z IMAGE IS NOT AS CLEAR AS THIS NOT II'E, I 11 I I I 14 I I I I I I I h I I I I I I I I 11� I 1 ��/�1 JUU IT IS DUE TO THE QUALITY OF THF' _ ORIGINAL DOCUMENT � , E � 8Z 18Z 1,Z 9Z Z 6Z EZ Z [Z OZ 8�111111181111'111 LT 8l 9I 6T E1 ZT TT i 8 9 IL t 9 16 E ' [��,� (►�Iil���� ����1��������1���� ����1���� ����(�� �� �� ����1���� ����I���� ��� ���►i����l���� ��,�1���� ►�� ����(���� ����I�������1���� �� �l�l��i����1���� �I�l���11�►�1'H1111111 iii��l11 I��►lll�l��l ��Lilll I � u� - I >�l�l�� ����� ►�� •----- --• DRAWING ISSUES PROF�fs. ANG I NfF O 1' �4r09.��, CATCH BASIN GRATE S• RUSS� GRADING_GENERAL NOTES EROSION CONTROL GENERAL NOTES EXPIRES: 12-31-02 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES � \�\ 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY' OF TIGARD STANDARD SPECIFICATIONS AND THE LATESTACCORDANCE ACCEPTED AND AMENDED ADDITION NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE OF THE OREGON UNIFORM PLUMBING CODE AND CITY OF TIGARD BUILDING DESIGN (EG., SIZE AND LOCATION OF ROADS, PIPES, P 3TRICTORS, AND PLIJMBINC CODE REQUIREMENTS CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.) CATCH BASIN 2. LOCATION OF EXISTING UTILITIES ARE. BASED UPON AVAILABLE 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, �- SUSPENSION CORDS/RODS INFORMATION. IT SHALL BE THL CONTRACTORS RESPONSIBILITY TO FIELD MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC VERIFY LOCATION AND DEPTHS OF ALL EXISTING UTILIT,ES WITHIN THE FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR THE PROJECT F RIOR TO CONSTRUCTION. UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND \�- OVERFLOW 3. 'THE CONTRACTOR, SUBCONTRACTORS, AND EXCAVATORS MUST COMPLY WITH ALL VEGETATION/LANDSCAPING IS ESTABLISHED. PROVISIONS OF ORS 757.541 THROUGH 757.571 INCLUDING NOTIFICATION OF ALL OWNERS OF L,NDERCROUND FACILITIES AT LEAST FORTY-EIGHT (48) 3. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN FI'_TER SACK BUSINESS DAY HOURS, 'AUT NOT MORE THAN TEN (10) BUSINESS DAYS, BEFORE CONJUNCTION WITH ALL DEO)LITION AND GRAG.AG ACTIVITIES, AND IN -� COMMENCING WORK SUCH A MANNER AS TO INSIIRE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NO ENTER THE CRAINAGE SYSTEM, ROADWAYS, OR VIOLATE 4 EXISTING FENCES ANL OR LANDSCAPNG OUTSIDE THE PROJECT LIMITS DISTURBED APPLICABLE WATER STANDARDS. - - -��- OR REMOVED DURING CCANETRIIICTiON SHALL BE REPAIRED OR REPLACED IN-KIND. CONTRACTOR SHALL COORDINATE WITH INDIVIDUAL PROPERTY OWNERS. 4. THE ESC FACILITIES 91OWN ON THIS PLAN ARE THE MINIMUM INSERT SACK REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE 5. ALL BURIED STRUCTURES (I.E. LEACH '-INES, DRAIN TILE, AND PIPES) NOT CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS FRONT VIEW DESIGNATED TO REMAIN ON THE SITE, SHALL BE REMOVED ANSI THE RESULTING EXCAVATIONS SHALL BE PROPERLY BACKFILLED AND COMPACTED PR OR TO ANY NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT ANY GRADING OR FILLING OPERATIONS. THIS IS TO INr_LJDE STUMPS AND AND SEL 'ENT-LADEN WATER DO NOT LEAVE THE SITE. ROOTBALLS OF TREES TO BE REMOVED FROM THF S17L, 5. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE 6. TREES NOT DESIGNATED TO BE REMOVED SHALL BE PROTECTED AT ALL TIMES. APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE - THEIR CONTINUED FUNCTIONING DURING CONSTRUCTION AND DURING 7. ALL EXCESS MATERIAL (SUITABLE OR UNSUITABLE) NOT UTILIZED ON-SITE SHALL 1 YEAR WARRANTY PERIOD AFTER CONSTRUCTiON. I 1" REBAIR FOR BE REMOVED BY THE CONTRACTOR AT THE CONTRACTORS EXPENSE. CATCH BASIN BAG REMOVAL 6. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND 8. PROTECT ALL EXISTING MONUMENTS, BENCHMARKS AND PROPERTY CORNERS. MAINTAINED A MINIMUM OF ONCE EVERY 2 WEEKS OR WITHIN THE 24 HOURS DESTROYED MONUMENTS SHALL BE REPLACED BY THE CONTRACTOR AT THE FOLLOWING A STORM EVENT. CONTRACTORS EXPENSE. 7. Al' NO TIME SHALL MORE THAN O.N1F F007 OF SEDIMENT BE ALLOWED TO 9. ALL FILL AND BACKFILL SHALL BE PLACED IN UNIFORM, HORIZONTAL LIFTS AND ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND - 2"X2"X3/4" RUBBER BLCCKS � AND COMPACTED TO AT LEAST 98 PERCENT RELAI COMPACTION AS EVALUATED CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE EXPANSION RESTRAINT 9Y ASTM TEST F17-THOD D-698. CLEANING OPERATION SHALL NOT rLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. STORM 1 PIPE FALTER SACK ! 8. EXCAVATORS MUST COMPLY WITH ALL PROVISIONS OF ORS 757.541 THROUGH 757.571 INCLUDING NOTIFICATION OF ALL OWNERS OF UNDERGROUNL FACILITIES AT LEAST 48 BUSINESS DAY HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS ---- BEFORE COMMENCING OF AN EXCAVATION. THE CITY SHALL BE FIELD HARMLESS FOR IMPROPER OR UNAUTHORIZED INSTALLATIONS. (ONE CALL. 246-6699) ! INSERT SACK 9. ADDITIONAL MEASURES MAY BE REQUIRED AS DIRECTED BY CITY EROSION CONTROL. -- INSPECTOR, PROJECT ENGINEER OR PUBLIC WORKS DIRECTOR. SIDE VIEW 10. ALL CATCH BASINS AND AREA DRAINS THAT HAVE THE F-TENTIAL TO RECEIVE NOTE: RUNOFF FROM THE CONSTRUCTION SITE MUST BE PROTECTED UNTIL PAVEMENT RECESSED CURB INLET MUST BE BLOCKED WHEN US NG FILTER FABIRC INLET SACKS. SURFACES ARE COMPLETED OR VEGITATION IS RE-ESTABLISHED. �'�� OF FILTER FABR:C 1N.LET SACK TO BE DETERMINED BY MANUFACTUREP. 11. PUBLIC STREETS WILL BE SWEPT DAILY, IF NECESSARY, TO ALLEVIATE SEDIMENT DISCHARGE TO THE STORM WATER MANAGEMENT SYSTEM. UNFILTERED WASH FiL TER FABRIC INLET PROTECTION WATER CANNOT BE DISCHARGED TO STORM DRAINS. N.T.S. a P, I H DEMOLITION GENERAL NOTES 1. THE CONTRACTOR SF'ALL BE REQUIRED TO VISIT SITE PRIOR IO COMMENCEMENT OF DEMOLITION TO FAMILIARIZE THEMSELVES WITH DEMOLITION, GRADNG, ETC. AND IMPROVEMENTS TO REMAIN. 2. CONTPArTOR SHALL BE RESPONSIBLE TO REMOVE ANY AND ALL ITEMS NOT OTHERWISE LISTED HEREIN THA' CONFLICT WITH THE CONSTRUCTION OF THE PROJECT. CONTRACTOR SHALL CONTACT ENGINEER IMMEDIATELY TO DETERMINE ANY ITEMS NOT SHOWN ON THE PLANS THAT MUST BE REMOVED. FAILURE TO DO SO DOES NOT RELIEVE CONTRACTOR OF RESPONSIBILITY AND COST FOR REMOVING ITEMS REQUIRED. 3. CONTRACTOR TO DISPOSE OF ALL DEBRIS AND EXCESS MATERIAL ACCORDING TO LOCAL REQUIREMENTS. 6" CONCRETE (OR MATCH EXISTING �6 4. LOCATION OF ALL UNDERGROUND U fILITIES SHOWN ARE APPROXIMATE AND CONTRACTOR IS TO VERIFY ;TING WNI(,iiEVER IS GREATER) 1" RADIUS I -1/8" SLOPE TO FRONT CONNECTION POINTS WITH EXISTING UTILITIES. CONTRACTOR IS RESPONSIBI E FOR ANY DAMAGE CAUSED ,--1/2RADIUS TO EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO REMAIN. 4" COMPACTED AGGREGATE BASE ROCK (OR MATCH EXISTING WHICHEVER IS GREATER) CURB EXPOSURE (VARIES) S. PRIOR TO START OF CONSTRUCTION, CONTRACTOR IS TO NOTIr ( UTILITY COMPANIES "TO FIELD LOC,.TE �' TISIII Tm�-I f_ COMPACTED SUBGRADE EXISTING UTIL171ES IN THE AREA. NOTES: 6. DEMOLITION CONTRACTOR TO SUBMIT TRUCK ROUTE, SCHEDULE OF DEMOLITION, TRAFFIC CONTROL PLAN, � METHOD OF DEMOLITION, AND OUST AND NOISE CONTROL MEASURES, AS REQUIRED, TO OBTAIN ANY ' REQUIRED EXCAVATION/DEMOLITION PERMITS. 1. CONCRETE SHALL BE 3006 P.S.I. AFTER 28 DAYS, 6 SACK MIX, SLUMP RANGE CONCRETE PAVEMENT .• , OF 1 -11/2" TO 3". 7. ALL DEMOLISHED ASPHALTIC CONCRETE AND PORTLAND CEMENT CONCRETE SHALL BE REMOVED FROM SITE, 2. EXPANSION JOINTS TO BE PLACED AT WHEEL CHAIR RAMPS ,• _ 8. CONTRACTOR TO INSTALL SECURITY FENCE SURROUNDING CONSTRUCTION LIMITS DURING DEHOLIT!ON WORK. BASE COURSE DATE REMARKS �x T T 'TION 8 3/4 9. THE CONTRACTOR SHALL TAKE EFFECTIVE ACTION TO PREVENT HE FORMATION OF ANY AIRBORNE DUST CONCRETE SIDEWALK SEG NUISANCE AND SHALL BE RESPONSIBLE FOR ANY DAMAGE RES"LTING FROM FAILURE TO FOLLOW CITY OF NOT TO SCALE NOT,:, 0 TIGARD GUIDELINES, enoir(M 10. ALL EXISTING REMAINING UTILITIES AND REMAINING IMPROVEMENTS THAT BECOME DAMAGED DURING 1 CON51P UCTION SHALL BE COMPLETELY RESTORED TO THE SATISFACTION OF THE LOCAL AGENCY ENGINEER, 1, CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 PSI AF1ER 28 DAYS. AT THE CONTRACTOR'S SOLE EXPENSE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DOCUMENT PRIOR DAMAGES. 2. EXPANSION JOINTS. A. TO BE PROVIDED: 11, ALL EXISTING SURFACES AND SURFACE FEATURFS REMAINING AND NOT MARKED FOR DEMOLITION AND/OR 1) Af EACH POINT OF TANGENCY OF THE CURB. SUITE 702, 1130 W. PENCER Sr REMOVAL SHALL. BE PROTECTED THROUGHOUT CONSTRUCTION. ANY DAMAGE DURING CONSTRUCTION SHALL 2 AT EACH COLO JOINT. VANCOUVER. B.C. V8E 4A4 BE COMPLETELY RESTOPED TO THE SATISFACTION OF THE AGENCY ENGINEER, AT THE COP!TRACTOR'S SOLE B. MATERIAL TO BE PRE-IAULDED, ASPHALT IMPREGNATED, NON EXTRUDING, TEL: (804) 832-3350 EXPENSE. IT SHALL BE THE, CONTRACTOR'S RESPONSIBILITY TO DOCUMENT- ANY PRIOR DAMAGE, WITH A THICKNESS OF 1/2 INCH. FAX: (804) 632-3351 3. CONTRACTION JOINTS. www.omAcrondesign.com A. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES. I .. 4. BASE ROCK TO BE 2"-0" O.3 3/4"-O" COMPACTED TO 95% OF AASHTO CONSULTANT T-99 AND SHALL BE TO SUBGRADE, STREET STRUCTURE, OR 4" IN DEPTH, WHICHEVER IS GREATER. R STANDARD CURB D E 8 1 O N I N NOT TO SCALE 5415 SW Webtgote Or, Suite 100 Portland, Oregon 97221 0 503 1419-2500 FAX: 503 1419-26 PLANNERS•ENGINEERS•LANDSCAPE ARCNITELTS•SURVEr( PROJECT ---- _---- --- HOMB IDEM TOOL RENTA CENTER Y10Y«1Re0CM01'r STORE # 4002 TIGARD, OREGON 14300 SW 'SEQUOIA PKWY DRAWING TITLE a; DETAIL SHEET DRAFT MDB DATE 11/21/02 CNK'D BKF JQB N. OM;2920 DESIGN DRAWING No. CNK'L - ----- 0� Senuola Pkwv.14800 SIT7002-00037 SCALE 0' S NTS w. I_ISI lit (jr IJrpj 1offf_lT(I T1l 11l I;p.111111111 1'I I1I II_I NOTICE ,r THE PRINTOR TYPE ON ANY 13 , )('05 IMAGE IS NOT AS CLEAR AS THIS NOTICE. TT IS DUE TO THE QUALITY OF THE No.7e ORIGINAL DOCLIMENI f OTC �L BS�� LZ 9L S��Z � 6Z S(Z ��Z TZ (( L � �8T BT L��T ��I 9�I �1fi ST Zi TA�T T �9 �e L II 9 I 9 LILY, , II���To�� II! 1111111111111111111111III�1111111111111111IIIIII IIII�IIIIIIIi��ll1�111111111LII I11111ll�illllllll Iiillllll 1111111111111 IIII�III�'lll�liill ;Il 11lJ1,11lllllllllllll'IUllllll!I�NIII