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Plans (6) BUP2013 00158 IO 3�o S.t.•' S'z.1,.E••••�,�a ��.r� � 15-4 � + .: • ' » DEMOLITION NOTES SDB °. PSL - '!' 1 REMOVE EXISTING STRUCTURE. CONTRACTOR TO COORDINATE WITH OWNERS REPRESENTATIVE BEFORE REMOVAL OR DEMOLITION. J1 IL0 3 2013 ZD `,,, 'j��I 8 PINE 4 �2 REMOVE EXISTING CONCRETE. `� G � '•.- ' ... .� M "_� 13" I�DINF ARD 16 = �NISION �► C., • • U 18g IN REMOVE EXISTING ASPHALT PAVEMENT. '+ • PINE �_—� 18 M 2 d: 8 PINE A REMOVE EXISTING FENCE/REPLACE WITH NEW. • •. �`f.alp 16» E » - 7 ( SEE ARCHITECTURAL PLANS FOR DETAILS. 20 o �o so 40 � ` M } 1 d 'd 2 Pf E w �, v - » 11 » EXISTING 60" PINE TO REMAIN IN PLACE. CONTRACTOR TO y c M ." 19 PRESERVE ROOT SYSTEM FROM DAMAGE DURING CONSTRUCTION. f . 1 inch = 20 ft. _- - y 1 • t .• _ • 11NE P » PIE I Q l REMOVE WOODEN RAMP. rT� o p h REMOVE EXISTING CATCHBASINS (3). p 4'' d DEC , �, INE P �$ REMOVE EXISTING STORM MANHOLE. LEGEND G 9 12 - c 1 2 • } ; _. Y � w L�9 REMOVE EXISTING INLET/CONTROL STRUCTURE - REPLACE .a EXISTING UTILITY POLE WITH PROP ° M / C�, 27 - ' •• PLNE PI U WITH PROPOSED STRUCTURE - SEE STORM PLAN SHEET C106. UG � 2 AC j 1 w {} EXISTING UTR.fIY POLE °. = ;�: DLC 1 -. , w EXISTING STORM LINE TO BE IN-FILLED WITH CONCRETE • M " �' Q S 0" • �1�° , �� IC ; 16 - ;LIN» ENw SLURRY MIX. NOTE LINE LOCATION IS APPROX. tom• EXISTING UTILITY POLE GUY ANCHOR M � 'r�� PLA ED I. _-- . 3 � � .A 6\ - { ,• _ o CONTRACTOR TO LOCATE AND IN-FILL AS DESCRIBED. .� €IgSTING LIGHT EXISTING DRIVEWAY DROP TO BEMAIN IN PLACE. CONTRACTOR TO PROTECT FROM DAMAGE DURING CONSTRUCTION. .p • '$ ,,. `'�`> ` • EXITING UTILITY POLE WITH LIGHT •. I - 's BEGIN DRIVEWAY DEMO AT SAWCUT LINE. ©JB EXISTING HAND HOLE JUNCTION BOX y BEGIN DEMO ON SOUTH SIDE OF SAWCUT. M 2 I i l I ` �-� D C 4 © EXISTING LIGHT TO BE REMOVED (TYPICAL) (3) ® EXITING TRAFFIC SIGNAL POLE _ -- - NE r " EXISTING PEDESTRIAN SIGNAL ' •• I • I = -� t_ UTILITY BOX TO REMAIN - ADJUST TO PROPOSED SIDEWALK GRADE. tD 19p� - I - E� ® ® EXISTING GAS METER ��_ ,` 8i 3"CEDAR INSTALL NEW PEDEDESTRAIN SAFE TOP IF NEEDED. to 00 .. ��Js " ® DOSTING STORM DRAINAGE SIPHON CATCH BASIN D» E = 4 $ CEDAR ® EXISTING POLE AND GUY WIRE TO BE REMOVED ® EXISTING STORM DRAINAGE caTcl BARN �._ 16 CEDAR CM7 AC . -�=—•- f CONC -� o $"CEDAR A EXISTING BENCH TO BE REMOVED. p SD CO EXISTING STORM DRAIN CLEAN OUT 9„CEDAR VERIFY WITH PROPERTY OWNER BEFORE HAUL-OFF. -` 24"CE Q EXISTING GAS METER CONNECTION. m EXISTING WATER VALVE " EXISTING DECIDUOUS TREE -EXI•STI LECTRIC L 3 I 17 - fi CED R A EXISTING UNDERGROUND BOX TO BE REMOVED AND 2 ” : I 2 22"CE AR UTILITY DISCONNECTED. CONTRACTOR TO MAINTAIN EXISTING EVERGREEN TREE LTJ I -` ° `, 2 UTILITY INTACT IF NEEDED FOR PROPOSED BUILDING. L � �1 AND BE P OTECTE _ _ =_ • • 12"CE AR Z " " EXISTING DECIDUOUS TREE TO BE REMOVED � x 12 CE AR NOT USED. . (/� 16 �--. : • '. ` O__. " $ GED R U W '.•"�" , r t`. V '� " EXISTING EVERGREEN TREE TO BE REMOVED \- _J 2 't {;_ _ — -- - — "'� ... � • a `. _ 0 9 CED R Z�t�, EXISTING WATER QUALITY SWALE TO REMAIN. Of ,,, s tttTTl"""`} • ' • ,d " —" SEE LANDSCAPE PLANTING PLAN FOR ADDITIONAL PLANTINGS. ~ �•— Z . - - Q, 9 CED R M EXISTING MAPLE a -_ d 1 16"C E AR CP » D � — _.—� } — S '... .'.',l .'. •' _'" •.i I 17"CE AR A REMOVE EXISTING STORM CLEANOUT. DEC EXISTING DECIDUOUS z �C —� N 186 9 — - -S� — 1, ,,. •... -t a '''. i - 7 1 d 11"CE 3�4-8' EXISTING 3 TREE STEMS AT 4' TO 8' f-- Q CV r - - _ " a EXISTING FENCE TO REMAIN IN PLACE. }-- Q., z t'*. CE 7 - ;•,• '' p ;- _ =_ • I AR CONTRACTOR TO PROTECT FROM DAMAGE. 21PLE goo •..' ••.• • .0. . ., c•D PUMP • , •�- Irt3STl.4� SIGN Q z ..•. ' .•'. ''., �. 0 Z HOUSE .�..; ,, WATER ® EXISTING CONTRACTOR ORTER TOWER TO PROTECTREMAIN.FROMDAMAGE. z ~ f f _ •t� EXISTING ODI. TANK FILL HSE O C_ Z Q 185 2 ,•. , .. •. _ T WER X EXISTING FENCE U ~ 0Ld CB EXISTING PUMP HOUSE TO REMAIN. — • ° g CONTRACTOR TO PROTECT FROM DAMAGE. CONC EXISTING CONCRETE ~ REMOVE EXTG OVERHEAD FEEDER TO Q a 7 -' • : = ` I PUMPHOUSE. PROTECT ELECTRICAL SERVICE `: ° AC EXISTING ASPHALT z FOR NEW CONNECTION TO PUMP HOUSE. I :• ' . L . �. .! - . REFER TO ELECTRICAL DRAWINGS. MTC EXISTING HEAT PUMP (� C� EXISTING STORM MANHOLE TO REMAIN. (�} '�.� x _ ` ~ •' Q �" - - � ` 4 SEE STORM PLAN SHEET C106 FOR MORE INFO. 0 EXISTING SURVEY MONUMENT AS NOTED 1$ �^ �.� EXISTING CURB W ``1$ - __ '` j `::;i _ •` ` * _ EXISTING OIL TANK FILL HOLE. CONTRACTOR TO EXCAVATE AND REMOVE EXISTING ° ' 'a i t . • V.r TING CONCRETE OIL TANK. TANK TO BE REMOVED AND ABANDONED EX ' n" p ; . . . . . - F' PER OREGON DEQ ENVIRONMNATAL GUIDELINES ?- 3 . . . . . -� _ f 1 AND PERMITTING REQUIREMENTS. �,, � � �.,• •�,;' ;.:. .: - � I ., 190 EXISTING CONTOUR (5) co ~'� i . 188— IEXISTING CONTOUR (1') W w -. .. Q EXISTING HEAT PUMP TO BE REMOVED. ------ — — --- EXISTING PROPERTY LINE 1„�,_ o - - - (D EXISTING STORM MAIN MANHOLE t/) �``- 9 �` - - - • . sy EXISTING RETAINING WALL TO REMAIN. J w 1 , •' • CONTRACTOR TO PROTECT FROM DAMAGE. EXISTING SANITARY MANHOLE REMOVE 600A ELE TRlCA O : a EXISTING STORM LINE _ ca SERVICE SERVING P L S j - - '�` ;� :~ ", 1 NOTE: DEMOLITION IN PUBLIC STREET ROW -� AND MAIN BLDG. LO ATM ', �, — Sp- — ExIST>Nlc sANTTARY SEWER v"1'ON FREESTANDING FREESTANDING P OR:. i a •� - WITH THE EXCEPTION OF ON—SITE SITE SIDEWALK REMOVAL, NO © ,... ''BOARD AT WEST SIDE OFd j j ��Q' VEGETATE ` . • �. 14. °. :. , - DEMOLITION {S TO BE COMPLETED WITHIN THE PUBLIC ROW. TREE PROTECTION FENCING n1 cn .. w IF NECESSARY FOR SITE SIDEWALK REMOVAL, A SAWCUT MAY BE co 0 PORTABLES.. CORRIDOR BOUND � 4. • . z PERFORMED IN THE SCROLLS ROW AT THE BACK OF THE EXISTING O •- i " 4 �` a \ BARN • SIDEWALK. ALL PUBLIC SIDEWALK IN THE SCROLLS ROW THAT I t4941 A + .. - d a • •, `: EXTENDS EAST AND WEST ALONG THE ROW IS TO REMAIN. C \t{}+ 1. ` •° a :•: S� Lu A&PROVIDE TREE PROTECTION FENCING Q 3 EX MN O1 X to ,3. 2 3.74012.1 � ` EXTG. RIM:186.30Lu . . d Cn 12 IN (NW): 180.20 � PRp 12" OUT (S}: 180.10 DEMOLITION GENERAL NOTES , 50 EXTG DITCH INLET[.-- -- = _ _ WETLAND BOUNDARY PER `�' `-`� , -----_�__ ' '�- '�_RIM:177.75 ` ---'V` _� i ' j CEDAR 1, THE CONTRACTOR SHALL BE REQUIRED TO VISIT SITE PRIOR TO PREBID MEETING TO FAMILIARIZE �I FISHMAN ENVIRONMENTAL `�I i _12" OUT (W}: 175.13 - A - _ - 10 HIMSELF WITH DEMOLITION, GRADING, ETC., AND IMPROVEMENTS TO REMAIN, w �$ 4 �� v _ - CEDAR *°y +" SERVICES. '`.� g _ - 1 A 2. CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE ANY AND ALL ITEMS NOT OTHERWISE LISTED f12 FII 4 HEREIN THAT CONFLICT WITH THE CONSTRUCTION OF THE PROJECT. CONTRACTOR SHALL CONTACT P; KI j • - z ENGINEER IMMEDIATELY TO DETERMINE IF ANY ITEMS NOT SHOWN ON THE PLANS MUST BE O u ae3 O•""-12" OUT (S): 177.77 (EXTG) 14* REMOVED. FAILURE TO DO SO DOES NOT RELIEVE CONTRACTOR OF RESPONSIBILITY AND COST FOR �' ""'�► � �, ~~�1 ', -EXTG. OUTFALL PIPE TO BE— _ _ » �R» REMOVING ITEMS REQUIRED. a DATE: 08/23/2012 E Q O 'SHORTENED - SEE STORM PLAN 4 12 FIR �y � o. 1 12" -- 3. CONTRACTOR IS RESPONSIBLE FOR REVIEWING (IF APPLICABLE) ALL KNOWNNENVIRONMENI'AL s DRAWN BY: CPK )�' INVESTIGATIONSTUDIES AND REPORTS PRIOR BIDDING REPORTS ARE INCLUDED IN THE W L �� Ica_ '^� PROJECT SPECIFICATIONS. CONTRACTOR 30 COORDINATE WITH THE ENVIRONMENTAL ENGINEER ON � PROJ. MGR: CPK - }---- - .--- -- q ~ EXACT AREAS OF CONTAMINATION, IF ANY. O CHECKED BY: CPK CLONE FENCE _ 4. THE CONTRACTOR SHALL TAKE EFFECTIVE ACTION TO PREVENT THE FORMATION OF ANY U ry • • �,,,, t., - -_ _ AIRBORNE DUST NUISANCE, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM PROJECT NUMBER FAILURE TO FOLLOW WASHINGTON COUNTY AND CITY of TIGARD GUIDELINES. w M E T. Q 1 eqN �. 13 EX MH 01X SSS RIM:174.72 _ Iia 5. ALL EXISTING DURING CONSTRUCTIONSHALLSHALL BE COMPLETELY ING UTILITIES AND IRESTORED NG VTOETHE SATISFACTION OF THNTS THAT BECOME EEDOGAL CASE FILE NUMBER a 6 IN (E): 168.92 (CONTRACTOR TO VERIFY)-__ �,g �., �.� 15" IN (NW): 168.72 I - AGENCY AND THE ENGINEER, AT THE CONTRACTOR'S SOLE EXPENSE. IT SHALL BE THE . t 15" IN (W): 162.92 z ~`�yjI?8 _ RESPONSIBILITY OF THE CONTRACTOR TO DOCUMENT PRIOR DAMAGES. o 8" IN (S): 164.32 i' `-_� �--_ \ 1 6. IF ARCHAEOLOGICAL MATERIALS ARE UNCOVERED DURING GRADING, TRENCHING, OR OTHER 0 SHEET NUMBER S EXTG 15 OUT (SE). 162.7 �6~� EXCAVATION, EARTHWORK WITHIN 100 FEET OF THESE MATERIALS SHALL BE STOPPED UNTIL A W �� PROFESSIONAL ARCHAEOLOGIST WHO IS CERTIFIED BY THE SOCIETY OF PROFESSIONAL 5 ARCHAEOLOGY (SOPA) HAS HAD AN OPPORTUNITY TO EVALUATE THE SIGNIFICANCE OF THE FIND �? AND SUGGEST APPROPRIATE MITIGATION MEASURE, IF THEY ARE DEEMED NECESSARY. OF 18 Y