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Plans Architecture CCD Planning _ :1 \ tr JAN 3 1 2013 4.:- 'N"..,. ,�. ;! ,,, Ijl .�ti ��:, '�`- ik. 1.1 Design . . !i !} , 1. :� ,, { ,; j.� - !� �� ill --. _ -�-= .:.— - �a ?il -._.-__�� - . _ 1 'fu1l4J I _ 4 tip,- , ill ,�z (1 ,� ,�� ,,.. _. �;, ��1 r/� !li \, ii I. ji �� ,,, I v e_ ... :✓ a `U ■ I :1 : :rl,: 1.i1 :1 ,`' II �1i��1 I, ;� .:7I. iii '.1 .._ : iITfi ;il .. .I /�" i. .�r------ -,, a' ' •ili ii till ��,i ��N 1 ,,\:, , 1 a III . ,� l ii\\ a 1;1� k� In 11 l') Ij \ Y I i.t ,1 it 1;11 i _ Groma�ky Dupree & Associates Project . @Om ca st .,,,,,,, jCEANLS ctt % ,M �:� � R I '/ SW PINE T. - ? � 11308 SW 68TH PARKWAY � 'a' fl17TJJ 4, TIGARD, OREGON 97223 { ,,___________ arm Fr ,„„x.../ i . p SW SPRUCE ST. 0 w as Authorization \X) �. x•+ TAX LO la i II( t xrro, r�urn, (N,:'.4 G I N8 0 .. ._•_......._ --------------\\\ • II 15-1'36IA � .. j ,�, gm) I X#STING 0 ; `PARKINS 1> $� \ GO ,----".' 7 re //' VIP..= e / W. , . , r , EXPIRES: 12 WjJ 00\\: \G�F`G e Design Team _J �� °-""^� / `., - ;i ,;t` TENANT COMCAST CABLE i : S- xr G 1701 JOHN F.KENNEDY BOULEVARD �\ L� f Cjvv d r FAX:2D15 286 7990 19103 2838 TEL:215 286-7950 ° - - / EXISTING ,�, '� ' . _ R ,.•,"--z: , GENERAL LEASE CRUTCHER LEWIS > BUILDING , � S '� , CONTRACTOR PORTLAND,OR972 5 S m TEL:503-223-0500 . I j p I 1 j FAX:503-223-2874 P R `� �s / '®�ECT - *'�� y ARCHITECT GROMATZKY DUPREE&ASSOCIATES J / ~ ��� 3090 OLIVE STREET,SUITE 500 N la . w TD WEST Z LcI\"1IcDN ;& '� TEL: 214-871-9078 i`; t t FAX: 214-871-9869 ECISSMIM C 5 + E# � 'a CIVIL GROUP MACKENZIE �1 t`Ri, ENGINEER RIVEREAST CENTER �`�` '' 1515 SE WATER AVENUE,SURE 100 �V PORTLAND,OR 97214 f`- "'"" - w ' �� \ TEL:503-224-9560 s �` I .c.., FAX:503-226-1285/ SW I IAINES ST. � : . �1 / i. Ai r SS:MA tt STRUCTURAL GROUP MACKENZIE N. S7 x60 , a 1 .. eK;�;�,r' '° es .'. ENGINEER RIVEREASTCENTER ` o: ' PORTLAND,OR 9 ZE4 AVENUE,SUITE 100 (n U) * 4I r a.e: oaUns w nrii}"r ro :° } a ' C7 \i (J1 ? ntHxs�!,: P. t n{9 c "" TEL 503-228-128 = S W G U N T E R L N. �,riea�L 0.„..... FAx:so3-zzs-1285 .I:: 01 0p �I .r TAX I i f ELECTRICAL COCHRAN,INC. SW BAYLOR ST. -H —1 D ` p Z T \ iI� 1J �r7�ryCj ENGINEER TIGARD,OR 97223NTER DRIVE,SUITE 220 > > !'Tl ` e eKas x ' rJ �A±" (}rte t TEL:971-205 4263/ MECHANICAL HUNTER-DAVISSON,INC. 0 h \ ,� — ENGINEER 1800 SE PERSHING STREET > .ray s os *. a.enso.IO!tt..)1rksiorou„„x t! PORTLAND,OR 97202 e. C { ax �, �� " TEL:505-234-0477 FAX:505 542-3603 \\\*N....'''.■....... x x SW CLINTON ST. J --- . �' _ ,. r�r=� ARCHITECT R RIVER EAST CENTER 4��� >;°. 1515 SE WATER AVENUE,SUITE 100:A i a PORTLAND,OR 97214 r TEL:503-224-9560 $ Deus FAX.503-228-1285 kp, ""mrtpr- 1 S E-c-11 VICINITY MAP t .-1:- N.T.S. 61� AS to _ - 2 SITE PLAN 1 Issues and Revisions 1 `+1.®� 60 0 30 60 120 240 1:1 No. Date Description A ( IN FEET ) 1 inch = 60 ft. // \ CONSTRUCTION MANAGER SHEET INDEX /\ LEASE CRUTCHER LEWIS BUILDERS C1.0 COVER SHEET A CITY OF TIGAR� Approved n CONTACT: PAUL RISC Conditional) Approved 550 SW 12TH AVE. C2.1 OVERALL SITE PLAN [ ►.�� PORTLAND, OR 97025 Y pp [ ] PHONE: 503-937-9142 C2.2 ENLARGED SITE PLAN — NORTH PARKING LOT See Le{ter to:Follow [ ] A C2.3 ENLARGED SITE PLAN — SOUTH PARKING LOT Attached [ ] Permit Number: ' ���' � A PROJECT MANAGER C8.1 SITE DETAILS By: "it Date: ���' ► NOTICE TO EXCAVATORS: ATTENTION: OREGON LAW REQUIRES YOU GROUP MACKENZIE EC2.1 EROSION CONTROL PLAN AND DETAILS Approved plans A TO FOLLOW RULES ADOPTED BY THE CONTACT: MATT BUTTS S8.1 STRUCTURAL DETAILS shall be on job site. OREGON UTILITY NOTIFICATION CENTER. 1515 SE WATER AVE THOSE RULES ARE SET FORTH IN OAR PORTLAND, OR 97214 952-001 -0010 THROUGH OAR PHONE: 503-224-9560 OFFICE COPY A 952-001 -0090. YOU MAY OBTAIN FAX: 503-228-1285 n COPIES OF THE RULES BY CALLING THE MBUTTS@GRPMACK.COM / \ CENTER. (NOTE: THE TELEPHONE NUMBER FOR 3 THE OREGON UTILITY NOTIFICATION ( - CENTER IS (503)-232-1987). CIVIL ENGINEER A POTENTIAL UNDERGROUND FACILITY OWNERS GROUP MACKENZIE CONTACT: BRENT NIELSEN Di g ;, Safely■ 1515 SE WATER AVE Job No. Issue Date PORTLAND, OR 97214 Call the Oregon One-Call Center PHONE: 503-224-9560 FAX: 503-228-1285 p DIAL 811 or 1-800-332-2344 BNIELSEN@GRPMACK.COM 1201 S 12. 7.2012 EMERGENCY TELEPHONE NUMBERS Issue Package ISSUE FOR PERMIT NW NATURAL GAS M—F 7am-6pm 503-226-4211 Ext.4313 Sheet Title AFTER HOURS 503-226-4211 G R O U P CIVIL PGE 503-464-7777 COYER SHEET I eet um Number QWEST 1 -800-573-1311 ! ---4-7f:;f A C K______ _E.N..11 TVWD 503-642-1511 VERIZON 1 -800-483-1000 Portland OR Vancouver it A Seattle WA 503 224.9560 360.695.7879 206.749.9993 Cl E 0 GM PROJECT NO: 2120451 .01 COPYRIGHT 2012 Architecture Planning Design NO err ALONG hOW UN L GENERAL NOTES to 1 1. ALL WORK SHALL CONFORM TO THE STANDARD SPECIFICATIONS AND THE ` REQUIREMENTS OF THE CITY OF TIGARD, CLEAN WATER SERVICES (CWS), __ AND THE CURRENT AMERICAN PUBLIC WORKS ASSOCIATION STANDARDS FOR PUBLIC 41 / 0 ' � 8 WORKS CONSTRUCTION. Gromatzky Dupree & Associates I� �s -, .. _ -- ..r . G kY p es I . 2. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT SHOW Project `� , ! ' >;,. EVERY OFFSET, BEND OR ELBOW REQUIRED FOR INSTALLATION IN THE SPACE I �`" PROVIDED. THEY DO NOT SHOW EVERY DIMENSION, COMPONENT PIECE, SECTION, 5`ELEC " ' VUu JOINT OR FITTING REQUIRED TO COMPLETE THE PROJECT. ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH EXISTING CONDITIONS IN THE I FIELD BEFORE BEGINNING CONSTRUCTION, EXISTING UNDERGROUND UTILITIES S13' -- �I1141\\. LAYING WITHIN THE LIMITS OF EXCAVATION SHALL BE VERIFIED AS TO CONDITION,�� � �,� &'� CONDITION, SIZE AND LOCATION BY UNCOVERING, PROVIDING SUCH IS BR 1e `r / `i C2 '`'�`: - BEG NIN NG CONSTRUC IOUBLI CONTRACTOR AUTHORITIES WITH NOTIFY ENGINEER BF THERE ARE @Omcast >` `�°"� ` > ' ANY DISCREPANCIES. NORTH PARKING ADJUSTMENTS .. / ,` _ -� r �` `„"-�SEE SHEET C2.2 Nill , FIR = * �... 3. EFFECTIVE EROSION PREVENTION AND SEDIMENT CONTROL IS REQUIRED. EROSION TECHNICAL `� N c. _p?;) 1"' ^`" ; I CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED TO MEET CITY OF TIGARD AND CWS � `�- REQUIREMENTS. THE GOVERNING JURISDICTION MAY, AT ANY TIME, ORDER CORRECTIVE OPERATIONS t ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. \ 111 h , �.$7 CENTER ia7,�9 4. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED ie f' .�=3,9'79 WITHIN THE WORK SITE AND SHALL BE ROUTED SO THAT ADJACENT PRIVATE \ / ' PROPERTY, PUBLIC PROPERTY, AND THE RECEIVING SYSTEM ARE NOT ADVERSELY 11308 SW 68TH PARKWAY l v CONTINUES,a ?xEP IMPACTED. THE GOVERNING JURISDICTION MAY, AT ANY TIME, ORDER CORRECTIVE TIGARD, OREGON 97223 ,� .`�•. ��' ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. ,. 5. CONTRACTOR SHALL ADJUST ALL STRUCTURES IMPACTED BY CONSTRUCTION Am L t° IMPROVEMENTS TO NEW FINISH GRADES. I ` ' <' 6. EXCAVATION: EXCAVATE FOR SLABS, PAVING, AND OTHER IMPROVEMENTS TO „ _.. RIM x,99 ARANCE AND 1O ' "' SIZES AND LEVELS SHOWN OR REQUIRED. ALLOW FOR FORM CLE Authorization FOR PROPER COMPACTION OF REQUIRED BACKFILLING MATERIAL. I®` � i N'= 15 EXCAVATOR S MUST COMPLY WITH O.R.S. 757.541 THROUGH 757.571; s l ' ''` > g i75� , EXCAVATOR S SHALL NOTIFY ALL UTILITY COMPANIES FOR LINE LOCATIONS Ely.= 304.E '�"" _ 72 HOURS MINIMUM) PRIOR TO START OF WORK. DAMAGE TO PR / XIST G UTILITIES SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. Q,� Q s. 1A / NAN ?CAF' SAI€1= C !�!1 IAi /ITT^I!� Ai CV7 TTA /� T C Ai T flf' T /� ► T h _ `V6 T Ng�.,,,eil r� .. _. ,/PARKING 7. WHERE CONNECTING ING TO AN _XIS ING PIPE, AND PRIOR TO O ORDERING MATERIALS, 4+ #1.9432 ;•' THE CONTRACTOR SHALL EXPOSE THE END OF THE EXISTING PIPE VERIFY THE � :• , ° .; 4 <�', LOT LOCATION, SIZE, AND ELEVATION. NOTIFY ENGINEER OF ANY DISCREPANCIES. 17�7 raw I I , / ' .•.,, T®;''REMAIN �r 8. REQUEST BY THE CONTRACTOR FOR CHANGES TO THE PLANS MUST BE % 4► 40i -, APPROVED BY THE ENGINEER. `'• 16,E �4, 1-777.77/ 7'- R... ELEVATION - 291.05' rr 1.././ 6,., / / 9. RESTORE ALL DISTURBED AREAS NOT SPECIFICALLY IDENTIFIED FOR W w. , CONCRETE STAIRS ,` LANDSCAPING WITH LAWN SEED: / WITH METAL HAND CELEBRATION SEED MIX BY SUNMARK SEEDS EXPIRES: 12�� / , / ON ° HANDICAP PARKING `> APPLICATION RATE 10 LBS PER 1000 SF APPLY PER MANUFACTURER'S RECOMMENDATIONS Design Team 1 / V / / TENANT COMCAST CABLE : 'O / ASPHALT 1701 JOHN F.KENNEDY BOULEVARD TEL�2Df 5 2 286 7950A 19103-2838 EXISTING BUI1. N°t :).1.` �z` FAX:215-286 7990 Mil 11111111 I f GENERAL LEASE CRUTCHER LEWIS c ...ti. ` CONTRACTOR 550 SW 121h AVENUE ro 1XLS _, OS i PORTLAND,OR 972 / � TEL'503-223-0500 r \ #/d \ t "�a � FAX 503-223-2874 ARCHITECT GROMATZKY DUPREE&ASSOCIATES ' i VICTORY PLAZA WEST ' 3090 OLIVE STREET,SUITE 500 i 011. DALLAS,TX 75219., Ey Z ! GRADING NOTES FAX: 214 B71-9869 vvv f' f '� _ 1 1. ROUGH GRADING: BRING ALL FINISH GRADES TO APPROXIMATE LEVELS CIVIL GROUP MACKENZIE ° '- r INDICATED. WHERE GRADES ARE NOT OTHERWISE INDICATED, FINISH GRADES ENGINEER RIVEREASTCENTER �,/ T7 ARE TO BE THE SAME AS ADJACENT SIDEWALKS, CURBS, OR THE OBVIOUS PORTLAND,OR972E4UE,SUITE100 EXISTING BUILDING // < ; I .. 1 GRADE OF ADJACENT STRUCTURE. GRADE TO UNIFORM LEVELS OR SLOPES TEL:503-224-9560 4 NAT " a. - ' '� BETWEEN POINTS WHERE GRADES ARE GIVEN. ROUND OFF SURFACES, AVOID FAX:503-228-1285 1ST FLOOR ELE Y-21'05 ELEVATION 307.15 : .`° ,.:4' `" f ; ABRUPT CHANGES IN LEVELS. ROUGH GRADE TO ALLOW FOR DEPTH OF _ .' e r«- BiCYGYE a STRUCTURAL GROUP MACKENZIE v 7 I 2ND I-LOOK ELE • ��®�.�� ENGINEER RIVEREAST CENTER CONCRETE SLABS, WALKS, AND THEIR BASE COURSES. GRADE FOR PAVED I ` �` x$" 0 / DRIVES AND PAVED PARKING AREAS AS INDICATED AND SPECIFIED HEREIN, 1515 SE WATER AVENUE,SUITE 100 c,` -- OVERHANG . { AND PROVIDE FOR SURFACE DRAINAGE AS SHOWN, ALLOWING FOR THICKNESS ,4 OF SURFACING MATERIAL. ° FAX PORTLAND,0 z228 8 86 2 -- FINISH GRADING: AT COMPLETION OF JOB AND AFTER BACKFILLING BY CA f COMPLETED, REFILL AND COMPACT AREAS WHICH A COCHRAN,INC /` I `.`✓ HAVE SETTLED OR ERODED TO BRING TO FINAL GRADES. ENGINEER L 7550 SW TECH CENTER DRIVE,SUITE 220 IG R 7 SS- / f TEL:97D1-20 54263 _ --; `c1' �, ROUGH GRADE AT PAVED OR LANDSCAPED AREAS: ±0.1 FT. ., •-.. a , FINISH GRADE PRIOR TO PLACING FINAL SURFACING: ±0.03 FT. 2. SITE TOPSOIL SHALL BE STOCKPILED DURING CONSTRUCTION AND USED MECHANICAL HUNTER-DAVISSON,INC. / FOR LANDSCAPING ENGINEER STREET 1800 SE PERSHING STR PORTLAND,OR 97 02 �I � U�r'i 57d' r , TEL:505-234-0477 2 �' 'i'I�,:° ^', '` (/ 3. THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON THIS SHEET FAX:505-542-3603 `�" � IS BASED ON A SURVEY BY NORTHWEST SURVEY, AND IS SHOWN FOR ; , ! REFERENCE ONLY. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS 1 EXISTING BUILDING 4-"IV -,,,- Z ANDfCAP PARKING LANDSCAPE GROUP MACKENZIE it i, �` �� WITH HIS OWN RESOURCES PRIOR TO START OF ANY CONSTRUCTION. \� \fir�, ARCHITECT RIVER EAST CENTER (4 I SOUTH PARKING \> 1515 SE WATER AVENUE,SUITE 100 ADJUSTMENTS, �# i )(,, `LLz�' 4. ADDITIONAL SITE INFORMATION SHOWN AS A BACKGROUND SCREEN IS BASED PORTLAND,OR 97214 Iilw`-' --•- - SEE SHEET C2.3 I _ , ,. TEL:503-224-9560 I ,^�' � .�,•.�=�>,�.��*� ON ORIGINAL CONSTRUCTION DRAWINGS AND IS PROVIDED TO DEMONSTRATE APPROXIMATE � °'r'' ► >�� SITE FEATURES BEYOND THE BOUNDARY OF THE TOPOGRAPHIC SURVEY AREAS. CONTRACTOR FAX:503228-1285 �# \` >'`;>` TO VERIFY SITE CONDITIONS PRIOR TO START OF CONSTRUCTION. ...,. ., , � � ®.> a r Olill imiLii ; ' , >~;�;>>;� 5. CONTRACTOR TO COORDINATE GRADES AT ENTRANCE WITH ARCHITECTURAL PLANS PRIOR TO CONSTRUCTION.I `8 Hl CYta. E , �' >\ 6. 2% MAXIMUM SLOPE AT ALL ADA-COMPLIANT PARKING SPACES AN D LOADING ZONES.II GATE CXk'e sue.. / a\ocrls I {� >,>,� ,\>,�*� P 7. 5% MAX SLOPE (EXCLUDING RAMPS) AT PEDESTRIAN SIDEWALK CONNECTIONS 44,14, KEYSTQ�iI:BALL >����>�>.°� ,s > , , / BETWEEN PUBLIC R.O.W. AND BUI DING NTRANCE ....„.i.„...„___:. , lE� ; ;•;�,,, >,� �� *\ 8. WHERE SLOPES ARE STEEPER THAN 3:1, CONTRACTOR SHALL INSTALL JUTE MATTING. ±4 hc;,Res; W tt �a DIRECT CONTACT OF MATTING I � �� „> ,�. ;. ���N I SLOPE SHALL BE PREPARED TO ENSURE COMPLETE AND D 1 IV i a > a, ,� ,\>.>; >`.\>;�'`,�\� > I Issues and Revisions I WITH SOIL. FOLLOW MANUFACTURER'S RECOMMENDATIONS. # ;; .,..1' \�'�1\'�'�\�ti1 - GROUND t i.1\4.1x\�4\~\:� 7\�1�'`•4 .••_.....,.,.,.,, }•2 ....1px 021"M ler1 15 0 I #: . " I 1°Inc , , , .r• # No. Date Descri tion 0 1e,,,,,-.. ., ., -.,-N. , ''',,'sv- ' ' A J i `�l`���•^.> ELECTRICAL CAMPS l om .. :�t I q° f�Q�'�\```� � s p ti I a I i I I l 1: >. \ �� = L= =W J SITE COVERAGE DATA , A 9 I A.a+,e.r.1.€ -��._�f -"�' � 1'-y^ - #' - - w }} f J( j{ ( Iff p 1.. ,1 0-------,„ 1 3 I \ \ I` X 1, : i. i -I;"' I!I - QtL; 1111`' F # �6�ii ii�«:, °r _ ����`� h/ D , (, , . -- ( 14 51429 c! SITE PARKING DATA SITE LANDSCAPE DATA le !],�.�•,}i'TC3,1!a,I'#tJIY. "'l �Y.�\�'' °t3° �i3 :�MRIik" .._ 1 Fr /////j�\\\\\d ! `-- . '' i EXISTING PROPOSED :,`�,� µ , .', # `I�s y EXISTING STANDARD PARKING SPACES 314#. I �� �tia �" i"'. � INLET �.... 2 $11f9 - _ £ I - ":.vv # '1`"°� ` - ' BOTTOM�' ' zs'•x'' I EXISTING ADA PARKING SPACES 9 BUILDING FOOTPRINT 88,125 SF 88,125 SF I ,,*`,,,,` LEr PVC OUT(VI= zBv> 1: ------ 1 ! / A "``� I °` �' '�' ,R EXISTING TOTAL PARKING SPACES 323 IMPERVIOUS PAVED AREA 134,544 SF 128,801 SF i � � i `wit '• �.:� i75r, 1:•rs= PARKING SPACES TO BE REMOVED 54 TOTAL IMPERVIOUS AREA 222,669 S j 216,926 S j E_s 1 ' \ MD8°o � t° (5.11 AC) (4.98 AC) n C.„, . \\\c l \ arF19 2 EXISTING SPACES TO REMAIN 269 . 4.,...... \ r 1�'a. # } 1S° : NEW PERVIOUS PAVEMENT AREA N/A 6,713 SF A z ,� 15' 1z'c�� , ,i, �� \. ,tktY LE. 4"P`c•ASS-,...L287,53 �`� 0 l ! " i TOTAL NEW IMPERVIOUS AREA N/A 970 SF s, ,‘ �`F 1x 4 _ .,5 # I NEW TRUCK SPACES 21 A 1§`Wipe I r ,� ,. HALT ' NEW STANDARD SPACES 16 DEVELOPED LANDSCAPE AREA 83,228 SF 82,258 SF / \IA a $j �2. I I NEW ADA PARKING SPACES 8 UNDEVELOPED LANDSCAPE AREA 165,993 SF 165,993 SF / ., SS ��[�J\ , a°ill Tv Y z� s°,to.,<• ' 14° TOTAL PARKING SPACES 314 TOTAL SITE AREA 471,890 SF 471,890 SF O ` 'SHIPPING& - III 2,i9 81' J: �° �� CF�t rau' NO VISIBLE PIN. rI ` (1.78/1000 SF) �t` �,s \ Cr�:��.� -fir Alli b - -:./ ' 2'ES+A'a s r \ of' `� \ �� A A SPIKE s 4. eel ' ���..� ty j 99 934 `. `�^"�.' .. - _ ,' DITCH IN LE _ R --- -� ..� V., /\ morn. I Ra_ RI 292,71.1.° ___.._ - n 6UTrom R . \ ///// ep ,' ‹c A i EL R7 S°OUT r , s \------- - - ----- , \ \ ------- 0`-""' /� Job No. Issue Date (3)14 _ ti 12018 12. 17.2012 ; II 6, .. , . . Issue Package S4/ iMMI , ISSUE FOR PERMIT Sheet Title 1*,)....' . G R 0 U P OVERALL SITE PLAN _r\AACKENZIE _ Sheet Number •(IN\\ OVERALL SITE C PLAIN 3n n i� 3n gn 1?n • C2y SCALE: 1" = 30' Portland OO R Vancouver WA SeattOe WA ( IN FEET ) 503 224.95600 360.685.7879 206 749 8993 .1 1 inch = 30 ft. GM PROJECT NO: 2120451 .01 COPYRIGHT© 2012 Architecture REFER TO SHEET C2.1 FOR GENERAL NOTES i Plannng \ . ,. S ., ., , „ , LEGEND Design Nth FENCE ALONG NORTH LINE . EXISTING PROPOSED r_ - _ ;�r - _ ._ TREE PROTECTION �,/-^'.�-'--._.-,~�".. - .\�_w` =rti- g -�-_. - �. �. FENCE 1:111,4k �'� - e t ��� � ' �, Tom:° _____ _-"'�. .. .:. CATCH BASIN I i - --__.---- ''''.-- 7,12-- -:'--- ---- -02J/ / / 703-- -- �.--�--1„.--- `. �� ti i EXISTING CONTOUR 0 - 22 22 r vio- - / fig.. ,, ..4) � rm 301 f 10" = _ w % �." . 2 4; _� POINT ELEVATION 22.00 22.00„,--',4 ,, v7-7:77,7/ ,,,, ,-/ / • /J �- -- .. T � , - �---- ---_. - Gromatzky Dupree & Associates <-7772'77 '-' 4'''' „,e/ /MO /II V ' ..4 `�-�• REMAIN G TREE TO Project•-----' ..4 4 / I 1 i . K 1 ii, / 1 ii /V---1 /// / '''\N +� 2 J �LEC `SCAL } cV /// ``�- ' 18.7' 6.6' , EXISTING TREE TO° I < /'' X . x''15' 1 1/ /, ®SAC /, 7/ BE REMOVED J F'I' �� ;:; ��' c� ! �. t ::::ZTI:RB,_ 13.728 ® amcas �- . t 1:2' i ., . :ipic',-- -0 0/ /0"...,-,lAk j` .° 1 / / 1 'Q I N ©s, ! 0 CONCRETE SIDEWALK • ', , . TECHNICAL/ 0 /1 ? / 307.61 A �.. 3 s� ��` ,.�/ , :.. f 308.4± AC Y t .� . 314.9± AC OPERATIONS F ;' �}., o ,j STANDARD ASPHALT PAVEMENT CENTER //.. 7 i / - 1.' 1 303.9± AC ! 5° �' 310.4± AC `' 1, r- 2�9' T PARKWAY I< .ft�' © .� .,,,. „* 4.. 11308 SW 68 H P K AY,L e,i'` , 4 : /�� r PERVIOUS ASPHALT PAVEMENT , .�ti, ;� ,�..,,',. ., i / ///s$P? tbL;. f/(j TIGARD, OREGON 97223 f / / 0 J P' O 0 , / I /,� j'� KEYNOTE LEGEND • r , XI STING r'' 1. PROTECT EXISTING CURB TO REMAIN. Authonza#ion j I 01-YR PARKING 2. REMOVE EXISTING CURB, PROTECT EXISTING EDGE OF ASPHALT e 47(1;1 LOT PAVING. SAWCUT EXPOSED EDGE OF PAVEMENT TO PROVIDE CLEAN JOINT � IF EXISTING EDGE OF PAVEMENT IS RAGGED OR RAVELED• PR� ` r' � �I N 9s f 1 3. CONSTRUCT NEW 6" CONCRETE VERTICAL CURB PER DETAIL 4 C8.1 4/C8.1. '� ' t gas �' ASPHA . z t OW NEW CURB INTO EXISTING CURB, fi" MIN. EMBEDMENT • #' '' c„ / i e,� DOWEL END OF NE I , , WITH EPDXY-SET DOWEL. _ _ il `` RE1ER:. O ENLARGED PLAN OREGON i N ,A :I a , ltd 296.99'f , 2/C2.2. 4. REMOVE EXISTING PAINTED PARKING STRIPE BY SANDBLASTING. = ��/ - a 5. 4" WHITE PAINTED PARKING STRIPE. i" p �J `` t3 ECfDUOU J �' °' ' 6. WHITE PAINTED "NO PARKING" ZONE, 4" WIDE STRIPES AT 45', 3' O.C.,,, . ,,if,r'- `9 is CIDUOUS 8 3 EXPIRES: 12 zym 7. NOT USED ALDER rm '` 2F° r1+ c ) I /0 Design Team / Y' 8. CONCRETE RAMP WITH HANDRAIL PER DETAIL 10/C8.1.''` y _ Y t - ` TENANT COMCASTCABLE __. t Fitt w-. / axa `� i 'AIDII;Ai' RAC 9. ALGER "��°� `'�. ------ i . °' ; r 9. SQUARE-WING RAMP, SEE DETAIL 9/C8.1. 1701 JOHN F.KENNEDY BOULEVARD j 19103-2838 f PHILADELPHIA,PA TEL 215-286-7950-t----' ' 1, 10• PROTECT EXISTING LIGHT POLE AND BASE TO REMAIN. FAX:215-286-7990 < ' �Y" � � aQ. A' ..e4 it �, �• .A .I ..ti.,+.,,... - �, 4 < . . , • ., •. t 11. RELOCATE LIGHT POLE APPROXIMATELY 3' SOUTH IN PLANTER. INSTALL F f t a �° NEW CONCRETE BASE AND EXTEND CONNECT WIRING AND CONDUIT TO NEW GENERAL LEASECRUTCHERLEWIS I- -. .. /' CONTRACTOR 550 SW 12th AVENUE 4 `� 1p\ LOCATION CONCRETE BASE TO MATCH EXISTING DIAMETER, FOOTING DEPTH, PORTLAND,OR 97205 p' Iv �`� _,,` \ � AND CONCRETE REINFORCEMENT. TEL 503-223-0500 FAX:503-223-2874 444 ,oz /f J , 12. PROTECT EXISTING TREE TO REMAIN. / FLOOR ELEVAT{ON = 291.05 / ? ARCHITECT GROMATZKY DUPREE B ASSOCIATES 13. REMOVE EXISTING TREE. PLANT NEW ARMSTRONG MAPLE IN CURB ISLAND, VICTORY PLAZA WEST MIN 3" CALIPER. SEE DETAIL 12/08.1 3090 OLIVE STREET,SUITE 500 ��gg DALLAS,TX 75219 GNCRTE STAIRS TEL 214-871-9078 WITH METAL HAND AIRS . „,� 14. CONSTRUCT NEW PERVIOUS PAVEMENT PER DETAIL 2/C8.1. DO NOT COMPACT FAX: 214871-9869 ON LOTH SIDES RAIL HA Oit AF PARKING S' NATIVE SUBGRADE IN PERVIOUS PAVEMENT AREAS. PROTECT PERVIOUS PAVEMENT AREAS FROM CONSTRUCTION TRAFFIC. CIVIL GROUP MACKENZIE 6.1' ENGINEER RIVEREASTCENTER O 6Roi(i i`CURB 15. REMOVE EXISTING ADA PARKING SIGN AND POST. SALVAGE FOR RE-USE ON SITE 1515 SE WATER AVENUE,SUITE 100 •rte IF SIGN MEETS CURRENT ADA REQUIREMENTS. TE.503-224-9560 214 \ 4) ,,. , umiti. FAX:503-228-1285\Jam, o / 16. CONSTRUCT NEW DIAGONAL CURB RAMP PER DETAIL 9/C8.1, TIE NEW SIDEWALK TO N J» •� ,t, EXISTING CONCRETE WALK. RE-STRIPE ADA PARKING STALLS PER DETAIL 7/C8.1. STRUCTURAL GROUPMACKENZIE tPt Li r ADA-COMPLIANT RIVEREAST CENTER INSTALL (2) NEW ADA COMPLIANT SIGNS PER 6/C8.1. 1515 SE WATER AVENUE,SUITE 100 p .QI k PORTLAND,OR 97214 `` a 17. CONSTRUCT NEW CONCRETE STAIR WITH (4) RISERS, MATCH BOTTOM OF EXISTING STAIR. TEL.503-224-9560 EXISTING BUILDING `#` INSTALL NEW HANDRAIL ALONG FULL STAIR, SEE DETAIL 13/C8.1. FAX:503228-1285 i 18. REMOVE EXISTING STAIR AND HANDRAILS. ELECTRICAL COCHRAN,INC. ENGINEER 7550 SW TECH CENTER DRIVE,SUITE 220 TIGARD,OR 97223 19. 2% SLOPE TO MATCH AT BACK OF WALK. TEL:971-205-4263 •20 0 10 20 40 80 SITE PL /, N NOR 1 H t /y MECHANICAL HUNTER-DAVISSON,INC� 1 =2O ENGINEER 1800 SE PERSHING STREET 1:1 PORTLAND,OR 97202 ( IN FEET ) TEL 505-234-0477 FAX:505-542-3603 1 inch = 20 ft. LANDSCAPE GROUP MACKENZIE ARCHITECT RIVER EAST CENTER 1515 SE WATER AVENUE,SUITE 100 PORTLAND,OR 97214 TEL 503-224-9560 FAX:503-228-1285 \ \ \ -. ,"/ '�./ U + ,- -293 e0, ) .7."‘ .._..„._ \\ \ \ ----- }� .'.-' ,�-- -� Issues and Revisions 0 .6,� - • z '` `° No. Date Description \ \.,..:),,,, D r , a\, 1✓ ".m-" «..- .'An�sw.y °n°'. c' . 290.90 LANDING Ci ----µ �) s � _ _,-.� , ...„. 296 . A �ua w. `2 __ ...w----n 298.25 LANDINGG\ r` 93.45 LANDING 0. /P A g LANDING \v t -,,. ,7„:,`,..... ��.. __,.__. 2� .85 LANDING 290.85 ;; .. / _ - .-�- ---_�, _ , , ,__, , 298.41 LAND I.'- -....-.- ,.--. \ ' /'� \ w 7.5" `dam 00 , A ,,,,, L,.ii ' ,� 80� - w Q , A# 29 0 • o ° .,, . 290.93_ .: DIN t; • ♦0{ff, �'<'f 8.5 t 11 a.,,Ii cm-- ------ 7--- i' ..---_ _ ___ w _- . A ,„ i ,,,,,-- 8 34 .7, .... , , , I , : ..,,, -'' �`� _ 4 ,-- ' 298;4f M ATCk �(:1 A (6 1 r,i d_'�► �'�� i`� f 'J) 1 298.2± rATCH EX.0...„7--- 791.1±e ,t,c,,,„,-...-' :,;\k„ (ip ,,,,,,/0- co 29 .9± 7ATCHEX \ ,O) ,., „ . ....„ , A ..--:-. . , „1 „ .,, . --- ,_,..._ ,„ , . I ._ , „....... .. , /\_, -- - ,- , \, --,,,-- -- -- - ...... . , ..,,,,, A i ,,,,o ,,-... . ,. , ,_ r „..... --- 7--- . , , , , A .�- _ ,,,,,! 2 NORTH RAMP ENLARGED PLAN Job No. Issue Date 02.2 1"_,10, 10 C 5 10 20 4C 12018 12. 17.2012 ( IN FEET ) Issue Package 1 inch = 10 ft. ISSUE FOR PERMIT Sheet Title G R O U P ENLARGED SITE PLAN l NORTH PARKING LOT -77- ACKENZIE Sheet Number Por D Ind OR Vancouver WA Seethe WA . 500 3.224.95600 360.695.7879 206.749.9993 C2 . 2 GM PROJECT NO: 2120451 .01 COPYRIGHT© 2012 Architecture Planning • Design E:N!k . Gl_ • • Gromatzky Dupree & Associates • Project • REFER TO SHEET C2.1 FOR GENERAL NOTES LEGEND @Onn(jomcast®st . . . . . • .,..,_ .t.,,L,Lt,ircmA .......ett...., ���� . ;. I . . . Q :,...r � � MAPLE . TECHNICAL -� EXISTING PROPOSED ``--- 4 r ..._ . I., OPERATIONS/ : a .. ► r ; / 1 CATCH BASIN III CENTER / # EXi:�TING CONTOUR 22 22 11308 SW 68TH PARKWAY x • HNI3;GAP RAMP ;, , ,, -: : - /// �, / TIGARD, OREGON 97223 I t s' POINT ELEVATION 22.00 122.00 I TREE TO ' • 1ST FLOOR ELEV=291.05 -, . - EXISTING r- t w 2ND FLOOR ELEV=307.15 305..± MATCH EX. / , . ' ( Authorization I g 305.3f' BE REMOVED (6' 4\ MATCI EX. EXISTING TREE TO CONCRETE CURB i , �� ( l PAt�c v� / - SAWCUT LINE 0 4, 119432 �•• WHEELCHAIRS: '�' .. M • , - - = r EXISTING BUILDING k r a, f CONCRETE SIDEWALK . " o m �: : ���= ND CAP F�ARKiPC 1 •I 08BGON ,,,. . ,� MATCH EX. PAVEMENT GRADES+ 4� \ illtl'''-:''I P ALONG SAWCUT COLD JOINT '9 16,E STANDARD ASPHALT PAVEMENT PERVIOUS PAVEMENT -v.- -. '``` ``~' °````'� EXPIRES: 12� j ' :�� �• �\� .TYP. OF 6 I 1 �. ti 1 *\ '`.,ti ;�' � ��� CHAIN-LINK FENCE x Design Team GATE TO REMAI / !II*'1 r' 305 \•.,‘,°.,:�3 � ," ° TENANT COMCAST CABLE . , S i �t' 1701 JOHN F.KENNEDY BOULEVARD CONNECT TO EX. FENCE 8 PHILADELPHIA,PA 19103 2838 ► �` \• `1 \\1 FAX:215-286-7990 TEL:215-286-7950 „' 2/1/4/1/ � ��, �8':HIG t YCLONE FENCE � EBx � ..,� �• .�-1�\�,�\.` j 282.7f -I EX. :._ ,� �Nti\�.\-4 . `a1�` N. N� .4 1 // r- GENERAL LEASE CRUTCHER LEWIS GATE CONTROL h 8 HIGH GATE O _ � .., �. :., °' �' ,'� TYP. OF w . -e �,' { _'+' .; ; KEYNOTE LEGEND ON CONCRETE IBS # l d .�:, ,'� / /, 1`�_•�N _-\%.\\..\. \:\.... .N.v; N. . CONTRACTOR 550 SW 12th AVENUE �1• r • 'a / y'�!!►� 1. ,.'� - \ \e PORTLAND.OR 97205 �`� Ni�``` M �`" KEY TC E r'AL3_ `! • IL . A ','o • ,>:`� * ` ._ t # ,-..,"\\*�ti �� MATCH EX. TEL 503-223-2874 3 zzs 0500 FAX. x ,,r, Q ,,r I `'`..,,., °, t I 1 $' < ��, �� �``�` N`,�� 1. PROTECT EXISTING CURB TO REMAIN. HIGH I `� I -,`I 1--:- •`.1 `•,_ ° �': 14. I -\ .1`'-1'-,--„ .*q� - .k'•,�,e,%,-\ ARCHITECT GROMATZKY DUPREE&ASSOCIATES ' ,it H R(G WALL �' RIM 2$ .6 .k? ti f '. '\ N.-v.. �\ �•\, gN. 1 VICTORY PLAZA WEST \ { ___ �, %.\1717-----•""1 ` `6,9 �3'� f ` `�04 " ` %� `'7 ' 2. REMOVE EXISTING CURB, PROTECTING EXISTING EDGE OF PAVEMENT 3090 OLIVE STREET,SUITE 500 !�'`�'-'�'' 283.45 `\,. 8 M ' ��.� � ,<,,,,,,, ` ' if r "� 'z e h' i I DALLAS,TX 75219 I ( U � � °. K'� �, % .�b� N. �� �•� ,��L1� AS FEASIBLE. SAWCUT EXPOSED EDGE OF PAVEMENT TO PROVIDE A TEL 214-871-9078 �I�� �'8 ~. a / , �� ,��j CLEAN JOINT IF EXISTING EDGE OF PAVEMENT IS RAGGED OR RAVELED. FAX 214871-9869_.„,,,,,, A , " t` ° )LT_- ■ I' �ti �' ArJ GRp ��`° �°- - ` / ° f ,�� , �'�� ` + �\::::\N7 • 3. CONSTRUCT NEW 6 CONCRETE VERTICAL CURB PER DETAIL 4 C8.1. CIVIL GROUP MACKENZIE /J _ TR f t5 OAK I 11u C9t3U US .�` r I ►� DOWEL END OF NEW CURB INTO EXISTING CURB 6" MIN. EMBEDMENT ENGINEER RIVEREAST CENTER 4 f oo 4,,," S G EL RICAL C ND f y e 11 l ) ‘" .� �. �, e• 4\ 'V • ' ' 1515 SE WATER AVENUE SUITE 100 4 i , r , `°` # .�tl.,III # �� 3p ,� � 4 ` WITH EPDXY-SET DOWEL. T R 1a ,� { TEL 503-224-9560 • .� ' 11 , �' N ;�= � r .�r' �'�e tx-•°� 2® Q K ► � 1�3 �..�� .�,, e/ � PORTLAND,0 972 0 1/24 4•.. N. �, l e > 1 p. /�' ���� 4. REMOVE EXISTING PAINTED PARKING STRIPE BY SANDBLASTING. FAX:503-228-1285 4o 1 •�: I. e Y 1 D` OAS ar ,� � rta,,, ti-,� ti1,� �` ; ® / '""": "`I'"'"■� I ����` ti` �~ 5. 4 WHITE PAINTED PARKING STRIPE. STRUCTURAL GROUP MACKENZIE d £/1 S R * r 12 D G UC�#3. �'-''-"��t ENGINEER RIVEREAST CENTER r • . )) „ „ 4" 3' 1515 SE WATER AVENUE,SUITE 100 �'„ - a "" 1 16f 9 6. WHITE PAINTED "NO PARKING ZONE, 4 WIDE STRIPES AT 45', 3 O.C. PORTLAND,OR 97214,..., N,> / 111i pia f TEL 503-224-9560 T / / / / /A j ` I. "'�.t V ,- FAX:503-228-1285 lie.�'� mtissIMPustagi a F 302.3 `�� 7. PROTECT EXISTING ROCK WALL TO REMAIN. 2$3.st r" c>,`" 1AT\E\EX. ELECTRICAL CORAN INC/ I/ _ l 302t�t MAG`NAIL 8. INSTALL 8 CHAIN LINK FENCE, SEE DETAIL 18 08.1 -, i © ttf „ � � O �� • j /" � M ATH C. i r, / ENGINEER 7550 SW TECH CENTER DRIVE,SUITE 220 a 1 { U i@ N k �} % _' 8'42.90 TIGARD,OR 97223 '- p.-- I ` '` 9. INSTALL 2-LEAF AUTOMATIC SLIDING GATE WIDTH PER PLAN. REFER TO �, �.M ! r , TEL 971-205 4263 a �l pit t 37. '� <. "`` *.w E } ARCH PLANS FOR GATE DETAILS AND EQUIPMENT. CONTRACTOR TO PROVIDE I 0 19 i ._� r ELEV CJ3.22 Ae 3fi t_ HOOP 15' ' � •�,r GATE SUBMITTAL PRIOR TO INSTALLATION. I 15 FIR Irw�I . i�1 lir) / MECHANICAL HUNTER-DAVISSON,INC. !' X3;3 22" c►DU 10. INSTALL NEW CATCH BASIN PER DETAIL 3/C8.2. CONNECT 6" LEADER PIPE ENGINEER 1800 SE PERSHING STREET / Ark •. --' ,, DIT H INLET 24' S1Ui -- +� "� TO EXISTING STORM LINE. VERIFY CONDITION AND LOCATION OF EXISTING PORTLAND,OR 97202 ) I I I- '� STORM LINE PRIOR TO CONSTRUCTION. 2% SLOPE TYPICAL ON NEW STORM 41) 1 1 Cr oII ,x _ 2t# n (' 5 I 0 I.E. PVC OUT 1W) - 2 0.�. o t 1 - 'l / ..i i --_ i R1 lc,91' `t ` - 85 05 �� I �,, 11. CONSTRUCT ADA-COMPLIANT PARKING STALL PER DETAIL 7/C8.1. z LANDSCAPE GROUP MACKENZIE t 4 2C STUM# ARCHITECT //� �, ' ... �. ..'i�i ° 2% MAXIMUM SLOPE IN ADA PARKING AREA. s SVEREWTER AVE j ._ - 15 SE WATER AVENUE,SUITE 100 �,,., ../iii -----.1_ -. ,"ors ;i1F 111 "" Z'.- -gt#d - PORTLAND.OR 97214 II . iii 12. INSTALL ADA PARKING SIGN PER DETAIL 6 C8.1, PROVIDE WHEELCHAIR TEL 503-224-9560 �`- � �\ ° " / FAX:503-228-1285 �' �, . .0 ,_20 ' , (1c/1 / / - DE DUOUS ONLY PLACARD WHERE CALLED OUT ON PLAN- �, co qi,r� J.'!�I I. 2$3 / /20* OAK 13. CONSTRUCT CONCRETE SIDEWALK PER DETAIL 5/C8.1, FLUSH WITH PAVING r< '.---,...... '---28 \ 1�" OA;, AT ADA PARKING WITH DIAMOND TEXTURE PER DETAIL 11/C8.1.i / I 'A z� �, . 15- \ 18 OAK t 14. CONSTRUCT PERVIOUS PAVEMENT PER DETAIL 2/C8.1. DO NOT COMPACT O © - -.- `-- , . I,�,B 5 2 753 I NATIVE SUBGRADE IN PERVIOUS PAVEMENT AREAS. PROTECT PERVIOUS IV•�'r_ °`"' j �` ca PAVEMENT SUBGRADE AREAS FROM CONSTRUCTION TRAFFIC. / ,.. Ak I ,, �'r <`` `- _ / r 32= n 15 rte 15. CONSTRUCT STANDARD AC PAVING PER DETAIL 2/C8.1. a. � •3L�. 7R �° W•. .. �v� l ifs . 0 - \\I EA OA "` ° - \ 16. REMOVE EX. BASKETBALL POLE AND EQUIPMENT. PATCH PAVEMENT yy . - ~� 'i' \ jt 11 {►#L / " CHw` ~� jj({/ y a I AS NEEDED.•3 C.7 _. `4 1l f "^a*d T i!� i a ( A t i� .•`,.- S .3 .'. ti �` Issues and Revisions\\ \ f rd ' 'c1�-' 1 „ j c Vit ! 17. REMOVE EXISTING GENERATOR AND ELECTRICAL EQUIPMENT, BY OTHERS. I t >. �« " � \ �``� i µ #'` in , c. � D No Date Description c., \-- � S ` �� nLN # t : Y 2 n �_• • ; C, 18. CONSTRUCT RECESSED 2 WIDE CONCRETE GUTTER WITH CURBS FOR SLIDING GATE RETURN, '` S,t#T 9 = 10*. 14' �t • CO SLOPE 1% TOWARD PARKING DRIVE AISLE. ADJUST LANDSCAPE SLOPES AROUND CURB TO 2H:1V MAX. �- -" �� 1_"" 123. 1¢� R 1` f \ , ...q�, Q. .. - TIPPING �° 4 i Y 19. CURBED MEDIAN WITH BOLLARDS AND FENCE KEYPAD POST, SEE ARCH. PLANS FOR DETAILS. \� „r < ` . - NO VI51ES°E p m 1 30 1 , '� • : ,/ AEG t ' -" � 2 �:��_ ` ``� �'-, �' ` r 'r "' 3 r� C X. 20. INSTALL VEHICLE DETECTOR LOOP ON EXITING LANE. - b, 5iQr--�_ � O ' I_ Ark- 4' / . 21. 55'x45' , r it:LB` _ `r 1 is,., ,, D t o 302.3f / .. ____ --.-ti`�, (APPROX.) BARK-MULCHED UTILITY POLE TRAINING YARD, COORDINATE WITH OWNER FOR DETAILS.._A • N = 542 G5 ,/- 1 µ___,.ms7Z1-1.1 _ :Cat B J �: / ( Q35OTTOMR1MO v. /� { 2 70 � �/ - W �'.i `K rus- -- , ; I �-_ I I-E. .VER I CAL o t -, 9J, @ • , s 0 --=H. I , s. _ A / /• 1! A--- ''---........____________ --- -""'"SIM 1----/ / , A 1. kp AA � - A - J ! , f. , . A. . 4 ,„, , A , , 0 A „,„ CONNECT TO EX. FENCE , , 4010 r 1 SITE PLAN SOUTH 2. 20 0 10 20 40 80 4 1"=20' - I - / \ ( IN FEET ) . 1 inch = 20 ft. Job No. Issue Date 12018 12. 17.2012 Issue Package ISSUE FOR PERMIT Sheet Title G R O U P ENLARGED SITE PLAN I SOUTH PARKING LOT E Z Sheet Number Por Oand OR Vancouver !PNA Se it le WA 5033.224.9560 360.695.7879 2O6 749.9993 C2 .3 GM PROJECT NO: 2120451 .01 COPYRIGHT© 2012 Architecture Planning Design G I[I I I I II,Nlikt_.. ' Gromatzky Dupree & Associates Project , , LEGEND (Ejomcast. . ,, / - _ , N c. . ' / - I. - '.' 1-. ..;,,,,,,.....::::17, 1( , , ,' j EXISTING PROPOSED - _, MAPLE TECHNICAL OVERHANG °. "' z ' OPERATIONS I CATCH BASIN Ilia J I _ 1 I c, 4 � STORM DRAIN PIPE - _ — — -- ' CENTER l I moo, / 11308 SW 68TH PARKWAY 4 � c! tt j PERFORATED DRAIN PIPE — TIGARD, OREGON 97223 EXISTING BUILDING �"' ,, o - - -_ P ` '�, e _ `°,��� / 1 -- -_ �u _� WATERLINE 1ST FLOOR ELEV 291.05 ,, f I _ - ."" ;`` EXISTING CONTOUR 2ND FLOOR ELEV=307.15 RIM=305.3E 22 22 1 `--$ IE=302.8 Authorization �-_ EXISTING TREE TO , ,,� • r REMAIN s :; 1 ,' Zti,, 30 LF 6" STORM PIPE r �� EXISTING TREE TO I t ! �Z. ,� _ C� 2% SLOPE PR� N.%% ti� O, G i NB' Z`�� , BE REMOVED ' • 49 - - e.. : �.��.�,��.° a.dF'l APPAR CONCRETE CURB EXSTING BUILtNC SAWCUT LINE, :• t. i. . ••••\,-,•• -,_-\ ,,N„ ,,\ ,,, ..• i >g \1 ``'ti % NN-. �Z-1`�ZZ��Z� � CONCRETE SIDEWALK o Ty gJ = tILS...__.,..a... V) , i� .`N,`�"`1 z��N.-N%%Z ti��Z ,...: .'; EXPIRES: 12�� I I /, • TYP. ��`��`���1��\ ��`� STANDARD ASPHALT PAVEMENT f !° ~ -\-.30"\~`��,`N� PERVIOUS PAVEMENT Design Team si n TENANT COMCAST CABLE j ��Z Z PHILADELPHIA PA 19103 BOULEVARD 38EV I .. ZZ Z1 �ZZ tiZZ� TEL:215 266 7950 8'; HID! CYCLONE FENCE :Ni 1 ' �Z , {'i ,� �� :". -�, .,� '°(tea, Z ZZ'�'`1..`�,Z� FAX:215-286-7990 w t ren v ~~Z NI\, a.Z`Z N , . LZ .. r Y . V' iIli t VJ-z i M. ,.,.........-... �� "iV3 1 imp MATE CONTROL ,.. / __ Z Z 1 -� �,t � �. / �` � Z � Z��Z �� Z` Z GENERAL LEASE CRUTCHER LEWIS } CONCRETE PAID � I tiZ Z Z 1 e Z �: KEYNOTE LEGEND CONTRACTOR 550 SW 12th AVENUE _ °^^ r � -�'�� Z _ •'.Z Z�".t�. 1Z�'�` M- � PORTLAND,OR 97205• '_ A '^�. KEIStON WALE .. :, N Z Z Z \, TEL•50, �.�... --� �� � � `` Z ,. •� Z'.�. �. �, RI 304.8 M_ "° _. \ `o.�. � � -1 �� ~' t �� ��.� IE=302.6 FAX•503 223-0500 �` l - / , .\-\� � �', 1�`�,`� �� 1. INSTALL NEW CATCH BASIN PER DETAIL 17/C8.1. CONNECT 6" LEADER e - / ` � '` �` Z�°Z`` �`� '`' ` l PPE TO EXISTING STORM LINE° VERIFY CONDITION AND LOCATION OF." CK °€ -- c:. I!` Fflki 28 `.63' I• d5 ti\\ .o t i / i � \+ Z ti I ARCHITECT GROMATZKY DUPREE&ASSOCIATES 'IC` ROC W'V I 1 ,1 � ��9 r t ' ''4 N' - tit�� ; `Z� ` EXISTING STORM LINE BY POT-HOLING PRIOR TO CONSTRUCTION. VICTORY PLAZA WEST . i Z �C k; ( \ -` , ., >Z Z� 3090 OLIVE STREET,SUITE 500 r ? 1 " Z �- c 1 `,N •-,-,t° b ∎"\--.:,� 2% SLOPE TYPICAL ON NEW STORM PIPES. DALLAS,TX 75219 •I © I >�ti�,� ��� �� _ .- / �ZZ ti ,�Z ~�' ,� �, -� / 30 LF 6 STORM PIPE TEL: 214-871-9078 " i� Z -- i_' 1Z N% , 'Z ® 2% SLOPE 2. INSTALL PERVIOUS PAVEMENT UNDERDRAIN PERFORATED PIPE, SEE FAX: 214-871-9869 i t EC ; :v�-• •�1 ARM I;. ,, .�-� _ ABOVE CRt}' �`�,a �Z .,Z z� �� ,,Z DETAIL 2/C8.1. TYPICAL 15 SPACING BETWEEN PERF PIPE ti t5" OAK 9 " EC Del J �°� Z ,�-.._.. ''. ' '� - EI ECTRICAI Ct ND ' , �N. \-� ,7?I LINES. CONNECT OUTLET POINT TO EXISTING STORM LINE. c1vIL GROUP MACKENZIE r CONNE cT TO EX. 1•' '- ,Z,`Z,� \ / ~~• 3 , ti Z s I ENGINEER RIVEREASTCENTER / * �s/ tlz �,� 7YP. VERIFY CONDITION AND LOCATION OF EXISTING STORM LINE PRIOR 1515 SE WATER AVENUE,SUITE 100 Zz Z+ N � ' � K ,Z � z Z% © TO CONSTRUCTION. PORTLAND,OR97214 S70RM I IP I Z� f / • " f ti �Z S/51:11 ' / I TEL:503-224-9560 `,• j1$ t ' ,�"` '0'1'\~�-'\Z Z�Z'Z! 1 ��_ 1 ,_'`' / / 0 1;1\0 A) :;IILI" ��N., ���`' 3. PROTECT EXISTING CATCH BASIN TO REMAIN t_ � Oi t1E�! �ti ,. `�, ' F L-1: Y` STRUCTURAL GROUP MACKENZIE ---�"" ' /a}: °� ,-��' .a l .fir "'. 4. REMOVE ON CATCH BASIN AND PIPE. CAP PIPE ii / j ENGINEER RIVEREASTCENTER AS HALT 1 /J s PORTLAND,OR 972 AVENUE,SUITE 100 J I I' �� �? `` TEL 503.224-9560 I{ , "� Z FAX:503 228 1285 , ` ��� / Q ELECTRICAL COCHRAN INC i / 4a I 4 m ! \ A MACi IlA1L ,:` N -_ 142.9I3a r _ t, N "4- s � 4 ENGINEER 7550 SW TECH CENTER DRIVE,SUITE 220 I li zt' UTILITY NOTES TIGARD.OR 97223 A P 1 111 . I 1 E `1023746 TIL irwr■�[t TEL 971-205-4263 -I "'ter- �/1 p I �ZZ + I i13�12 , ' 1 ELEV - "JO .2L v) BAS ETBALL HOOP ,(t`�ti~ jj I-, .,..„.I * � 1. REFER TO SHEET C2.1 FOR GENERAL NOTES.)c!I ✓ Li► MECHANICAL HUNTER-DAVISSON,INC.( ,,,,,,,i, i rV• '\ "�. }.. v ".err.,,, - z 6, I I DI I ;; INLET ENGINEER 1800 SE PERSHING STREET I 12 IIIA I ---. 4 1_ t 2° ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF TIGARD, PORTLAND,OR 97202 1 ' \.r T RIM - 11.24' ' ? I T 77 B O t EL 505-234-04 Y2O (( I �n CLEAN WATER SERVICES, AND THE CURRENT EDITION OF THE UNIFORM FAxso55azsso3 j I,E. PVC OUT W) = 2 (I.5' PLUMBING CODE AND THE INTERNATIONAL BUILDING CODE. ALL WORK 4 I I �� o WITHIN THE PUBLIC R.O.W, REQUIRES A PUBLIC WORKS PERMIT. RIM 84.91 # �'�•� :x1 i� r' 1 N� / t "I I LANDSCAPE GROUP MACKENZIE I' , �, ;gig, _� . __ t ! I 3. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT SHOW ARCHITECT RIVEREASTCENTER _' 1 - `- — i »`` � �" �° �" L __ `� rn s *_ EVERY OFFSET, BEND OR ELBOW REQUIRED FOR INSTALLATION IN THE 1515 SE WATER AVENUE,SURE 100 gar_-� ttt ' QU PORTLAND OR 97214 '' -�;a tip' '�, ., Os , SPACE PROVIDED. THEY DO NOT SHOW EVERY DIMENSION, COMPONENT PIECE TEL:503-224-9560 - \ \ A�L ,A 282 \ ` �, /." x SECTION, JOINT OR FITTING REQUIRED TO COMPLETE THE PROJECT. ALL FAx 503-228-1285 7 7 i II I LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH EXISTING \\......x``--°•283 ,, \ ." 20 OAK 1 u -' '� "-r~y- 2u n �,fp CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION. EXISTING I( ,-" / / 1-53f)--- ,```��- - --~- \ `'�� t4A,� €€ UNDERGROUND UTILITIES LAYING WITHIN THE LIMITS OF EXCAVATION ,\ .---'" \ ° .�. �'$4— ,_.� \t� A j m -'"�K 1 I SHALL BE VERIFIED AS TO CONDITION, SIZE AND LOCATION BY UNCOVER- ''`►...�. t5 1 OAK i `\ �, `.. �,,,,.-• -�.,., - -.:.r,,,, + 4 7 4 Y i / I ING. PROVIDING SUCH IS PERMITTED BY LOCAL PUBLIC AUTHORITIES WITH -.------. �---" .Elf. PVC , = 2 53 --- J I ,,, c JURISDICTION BEFORE BEGINNING CONSTRUCTION. CONTRACTOR TO NOTIFY• O '�� w __ t � `„ ENGINEER IF THERE ARE ANY DISCREPANCIES°v.' •.1 • t t,:... 12° 1}R *154 fill 1 1\ 4+-� .��� 4 4. ALL STORM PIPING IS SIZED FOR A MANNING'S "N" VALUE = 0.013. ALL OAK X *�,.--- 32" R 3�` n 7.�' 0 STORM PIPING IS DESIGNED USING CONCENTRIC PIPE TO PIPE FITTINGS,1,�`� \FiR \ \ ' C HER Y UNLESS OTHERWISE NOTED.9,� '� I �8m FI I A HALT { ' �PHALT BY _ ��\ , . /, 4 1 5. VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES B N. IIssues and Revisions ` ' i It I POTHOLING PRIOR TO CONSTRUCTION° NOTIFY ENGINEER OF DISCREPANCIES° ` - �` rs I � � RY 28x EIR q I No Date Description S SS __ ,� ELI , 6, CONTRACTOR TO MAINTAIN MINIMUM 3 FT OF COVER OVER ALL WATER LINE. i\e< 14•/ �' `� ---„,,, ..-- `_ I�'' Rile{ 299.81' \ /. , ,< IC `R:.� "'.,.^ f} ` ^`�-,.. \'`�.. I"T0 �}ITCI�I � mi V;:.,,,� I\ - W.TI ..,.«— ! �47+%° � f. AY �` I_._. _....e, .-_..,- , \ A '^''`�] ,ten —...•....._ _, } yp� ��'�./' I f,fl A SPACE _ ----_ _ l l N = 5028,05 ' `I "y g l ���g , -° / \ E 9968,' II '� :;- ,�'� '" .:_ " � i 13� it i E LEV 1.11 - == ---- .._ ----•"" , I t 05 �--'' ;� RIM 2 .7Q' .•-,== `— -- tIi 1 1 A \ / [3uMo n...._ ......_ ....._ VERTICA! �' 0 n I , ............._____ ,p,„tT__..s___ ...._ _ ..........._____. , __................‘._ Ac / //\ ,� � 4 -- - ST tt,�, IA I, A-------------, A, / i I �� i A .. , . A /N4 4to. N ii , STORM DRAINAGE IMPROVEMENT PLAN 20 0 10 20 40 80 74 ) 1 =20 - i ( IN FEET ) - // 1 inch = 20 ft. Job No. Issue Date 12018 12. 17.2012 Issue Package ISSUE FOR PERMIT Sheet Title G R O U P STORM DRAINAGE • IMPROVEMENTS PLAN Sheet Number Portland OR Vancouver WA SeattOs WA 503.224.9560 360.695.7879 206.7749.9993 C2 .4 GM PROJECT NO: 2120451 .01 COPYRIGHT© 2012 Architecture SLOPE PER Planning GRADING PLAN LEVEL 3, h" DENSE LANDSCAPING *.,�_ .` - *SAWCUT EXISTING Design ' ' 4 „ TO MATCH EXISTING PAVEMENT AT FACE _ 8 OF -0 CRUSHED OF PROPOSED CURB 1" RADIUS.�, ROCK BASE _hIII=III=1�11=1I1=1I1=111=1I1=111 WHERE APPLICABLE -iii=111=111=111=111-111-111-iii_ SUBGRADE STANDARD AC PAVEMENT TOOLED EDGE MAINTAIN STANDARD 6" 6,r UNLESS OTHERWISE 1/4" RADIUS CURB EXPOSURE, ±1/2". NOTED ON PLANS \ EXISTING • - PAVING TO REMAIN SLOPE PER ��� _ 6" FORM CURB AGAINST k SAW CUT EXISTING A.C. GRADING PLAN - SMOOTH SAWCUT EDGE. AS NOTED ON PLANS NON-WOVEN GEOTEXTILE ,, �, , . ,, ,�_ > w PAVING AS SHOWN ON PLANS. MIRAFI 140N OR EQUIVALENT 1�/ �� �� . � 1T 3 " OF " DPEN-GRADED 1" MIN. I BROOM FINISH Gromatzky Dupree & Associates o. P RVIOU ASPHALT CONCRETE ti 8ry 6' - I I- 1 (- I I-�- o EXISTING PAVING SECTION; I 2% CROSS SLOPE NEW PAVING w � t }.. " „ _ REPAIR AS DIRECTED. TOOLED EDGE EACH SIDE cj EXISTING AC TO REMAIN S :L L.Q.- ::��8 OF 34 OPEN-GRADED 2 2' -I I I 1 I=i _!I= I a • -- ,. . • ... ` . .. . ., - - Project• o. .' `}- ?', AGGREGATE BASE, COMPACT TO ► I I- i I-I 1 I I I 4 - - ,�, - . - �- � �. . , --- CONTRACTOR TO ENSURE - ��-�•-�.-�.-��-�.-�•_,� _��_�.. - I w f; 6 , ( c'� 's;_ 95% OF MAX. DENSITY DI557 18 WHEEL BLOCKS. - - - ,. //,•', % -I I (- ( ' • �c • � • I=1 I I-I Pr - EXISTING ROCK BASE F } ( ) -� I- I I EXISTING BASE ROCK AND 't���*.*':o�4.�ar".*��` �• . AND SUBGRADE-DO NOT 6 PERFORATED DRAIN PIPE, yu :' MIN 1 SEE DETAIL ?, ti 6., co III= o ALT I!P ! DISTURB e� ASPH ,PROPOSED r` _q'oq o 'oq • . 1 = - I I I AGGREGATE BASE, COMPACT TO x f _ s 2. ,- , PROVIDE A UNIFORM FORM 1 -i iii_ BASE • o 0 0 0 =1 90% OF MAX. DENSITY I ( �'' 4.0,,,,i4:),,,,‘,,,-,..... FACE. COMPACT SUBGRADE AND AGGREGATE 4" CONCRETE 3,000 PSI (MIN) 3 " SLUMP .6, nO3O03 - II-III =Iii ._ " P 4 REBAR, 18 LONG a o �, TO 95% OF MAXIMUM DRY DENSITY-• - 3 MIN MAX CONTROL JOINTS AT 5-0 0/C AND _� o.: oq oq . t / @orricast. 0 0 °,� o a i=I =i = I I2) PER WHEEL BLOCK. I o a � � ( " ) EXPANSION JOINTS AT 20-0 0 C OR PROPOSED o� o D o D 1 I 111171 -11- NATIVE SUBGRADE, DO NOT 1' : 17----7::-I 1 I -i --- 2" MIN. DEPTH OF AS SHOWN ON PLANS SUBGRADE q°o( °oq°• J= - 1 MATCH EXISTING AC THICKNESS ''�- ' I ' ' --I=-' '=- EXISTING ROCK " o _o c)a . -I -,I , -T-11 =I I I OR NEW SECTION PER 2/C8.1 COMPACT. PROTECT SUGRADE FROM j" I ' I I=1 I I '.,I I i'--- I--- BASE COURSE AGGREGATE %"-0 - o'-'oo-ao'' I 1 1 1111 1 -i I -. (WHICHEVER IS GREATER) CONSTRUCTION TRAFFIC _ TECHNICAL qo 0„ o �a .qo I I -1 1 1-1 1 1=1 I I CAST IN PLACE 1 1=1 I -ii ii I I 1 1-_ I I=III-1 CONCRETE CURB UNDISTURBED SUBGRADE OR BASE ROCK OPERATIONS ;I I1 jI !_!1=l l_1 PERVIOUS AC PAVEMENT 11=I =i-1 -1 1_ I 1=__I I , 11- - - - - CENTER 1 I ,-1 i I I I I 111 1T GARD, OREGON 97223 Y ( iSAWCUT DETAIL 2 AC PAVEMENT SECTIONS 3� PRECAST CURB STOP 74), CONCRETE VERTICAL CURB 5 CONCRETE SIDEWALK C8.1 N.T.S. SAWCUT C8.1 N.T.S. AC PAVE C8.1 N.T.S. CURBSTOP \ N.T.S. Cal N.T.S. SWALK 1'-0" DISABLED SIGNAGE PER 3/8"� 1 3/8"----- STATE REQUIREMENT AS NOTED DIAMOND PATTERN WARNING SURFACE r �I ON PLAN SEE DETAIL 6/C8.1 TOP OF CURB TO �.%�� SEE DETAIL 11/G8.1 Authorization f 6" � 5' MATCH BACK OF % �6 TYP. 5 MIN. SIDEWALK ELEVATION X -.r, / / 0.N,,. , �.1/% / / / VI P P�►. ..063" ALUMINUM SIGN PLATE ; .� �������%%/i%%r%'► /%/%/Fy/%//�/%f�//%I%•%I�I%/'%I%�'�%�' �' PA�BLUE BACKGROUND 1" HIGH co !L!' PROVIDE DIAMOND ±� ���%//�//// /�%//0/14//�/��/// ////�/�/////�/�/ego �� �b G i M8 WHITE LETTERS AND BORDER, PARKING WITH D.M.V. .I T ♦����y SCORING PER A.D.A. •coem//////J// /// °. . .. -doe r,/ P t BAKED ENAMEL (OR-20-6B) DISABLED PERMIT ONLY ,�R 1: 12 o SEE DETAIL 11/C8.1 -41-.4.4/// /w01/i/./0%00►.ap ► /// /"'R '�\� _G � 1 '�' --�= VIOLATORS SUBJECT TO I- 1 CV . '�, '■� -'7'-' ..w. ♦� �, C �.I •/.�(/ �, � TOWING UNDER V `V ORS x11UN0 ■ MAX. ��` ' MAX. � 1 u 55' _* h/ - • \f,.-. AND PINE UNDER =� � t - - ORS 811.615 F N'au � ,�/ '�'�♦� • �,,� RAMP TO BE FLUSH MIN 6' I 6„ §1 = WITH PAVEMENT 'V�-^7. 161‘` , VAN ACCESSIBLE SIGN (OR7-8B) VAN I � .' 6" 7" WHERE CALLED OUT ON PLANS - ACCESSIBLE ; TAPERED CURB a`, � SQUARE WING CURB RAMP ( ) ti= ;r, EXPIRES. 12/31/13 CONCRETE TO BE I WHEELCHAIR 7'-0" i DISABLED PAVEMENT = r` ' FLUSH WITH AC 7 3.51 ;� •••••• ��t��' Design Team WHEELCHAIR USER ONLY SIGN MOUNTING HEIGHT SYMBOL PAINTED `t/ '- WHEELCHAIR WHERE CALLED OUT USER ONLY " i ��4'���� 4: ♦ DIAMOND PATTERN WARNING SURFACE g ' Y ' _ _ �I�� ��������t �••��+���1��•'������ SEE DETAIL 11/C8.1 TENANT COMCAST CABLE PER •JURISDICTION 4 STRIPES _ '�,��T��� ,f 1701( (PRIMARY SIGN) 1 ! AT 2'-0" 0C TYP. • ro _ „�� _ �. �I� ON PLANS I I z REQUIREMENTS SEE ;T, . -.,r b = _ _- �, PHILADELPHIA PA 191032838 Q / = / «'����• , , IL JOHN H I KENNEDY BOULEVARD ,r DETAIL 8 C8.1 N'-_ 3 WIDE PAINT ����� 'O' 1 -D l , _- £LL- 30 TYP. _I = 1111-=---'---- .-g STRIPE TYPICAL ������� ' �������� TEL:215-286-7950 d s; '' N to ,�'''''1''''' ,I'I��' 1'I'I�I'I' ■I��,''1'�''''''�, FAX 215-286-7990 •GALVANIZED STEEL POST - w r - ♦������ ��������� ' ��� s _ w Y �. ,,� _ �,����/i���������������������i�y�'�'�`�������,�` SMOOTH TROWEL FINISH GRADE--\ �- ' -__ ��I.:♦����♦♦♦�����''`v♦♦`'��`,���►����`��♦�♦�♦�r�`�♦�♦�♦�:�. FINISH corNVTcroR 5 LEASE 0 SW CRUTCHER LEWIS 1 1 s NOTES I _ 67 '=1 PORTLAND,R 07205 '� 4 / _ ___.. - '' ` y.. '. I 1. ALL DISABLED STRIPING AND SIGNAGE - 6' _ 5' _ 6' CONCRETE MOUNTING \ 7 4 -°- TO COMPLY WITH ADA AND CURRENT ' �'! „ , SLOPE 1:12 V SLOPE 1:12 FAx:5o3.223-za7a FOOTING = . ��.° -- z_ P JURISDICTIONS REQUIREMENTS. 4" 10" _ CURB FACE ARCHITECT GROMATZKY DUPREE&ASSOCIATES VICTORY PLAZA WEST ° - - 2. DISABLED SIGN TO BE MOUNTED "`-PAINT STRIPE f STANDARD WING CURB RAMP DALLAS,TX 75 EET,SUITE500 , 3090 CENTERED IN DISABLED SPACES. DALLAS,TX 75219 0 - .. ( .. _--- ----__-- �__..� TEL 214-871-9078 N 9 (TYPICAL) SEE PLANS 3. CONTRACTOR TO VERIFY LATEST FAx: 2,487,-sass HANDICAP REQUIREMENTS AND t REVISE ANY COMPONENT TO CONFORM NOTE: ALL CONCRETE WITHIN RAMP SHALL BE INTEGRAL DARK GREY CIVIL GROUP MACKENZIE TO CONTRAST WITH ADJACENT WALKWAYS. ENGINEER RIVEREAST CENTER 10" DIA. TO CURRENT STANDARD. 1515 SE WATER AVENUE,SUITE 100 MIN. PARKING p R PORTLAND,OR 97214 6 VAN ■ A� ■KING SIGN ( 7 ACCESSIBLE ■ ARKINC STRIPING HANDICAP PARKING SYMBOL HANDICAP CURB RAMP TEL 5D3224-9560 ADA COMPLIANT LIANT A FAX:503-228-1285 C81 N.T.S. HSIGN-VAN-101 ^Q.� N.T.S. HSTALL1 �1Q.1 N.T.S. HSYMB Ci 8.'t / N•T.S. CURBRMP2 STRUCTURAL GROUP MACKENZIE VQ �,/Q Q// ENGINEER RIVEREAST CENTER 1515 SE WATER AVENUE,SUITE 100 PORTLAND,OR 97214 TEL 503-224-9560 FAX:503-228-1285 4" CONCRETE LANDING ELECTRICAL COCHRAN,INC. 1'-0" 1'-0" TREADS ENGINEER 7550 SW TECH CENTER DRIVE,SUITE 220 SEE PLAN TIGARD,OR 97223 1t4" STD. PIPE TEL 971-205-4263 Cr .I HANDRAIL (CONTINUOUS) „ GALVANIZED FINISH \ 1/2" R 9" \ / MECHANICAL HUNTER-DAVISSON,INC.se4 / 1p TREE TIE ENGINEER 1800 SE PERSHING STREET ANTI SKID NOSING PORTLAND,OR 97202 C ,r TEL 505-234-0477 11/4 STD. PIPE HANDRAIL h * FAX:505 542-3603 CONTINUOUS --.-t(r- GALVANIZED FINISH 1 1/4" PIPE RAIL LANDSCAPE GROUP MACKENZIE �� 27" GALVANIZED FINISH I ARCHITECT RIVER EAST CENTER 1 1 1515 SE WATER AVENUE,SUITE 100 c 2" DIA. X 8' WOOD STAKE PORTLAND,OR 97214 8' TYP. FINISHED GRADE J ,* KEEP CLEAR OF ROOTBALL oM #3 NOSE BARS FAX'503-228-185 1°6 ) J Vil EQUAL 1t STD. PIPE GUARDRAIL PER PLAN CONCRETE SIDEWALK 1% * NOMINAL--0 12" SPACES GALVANIZED FINISH .4- •PER PLAN DIMENSIONS \ �`�� ��py _ . SET CROWN OF ROOTBALL ! �0° � „ ;�At. O�_ - I. 3" ABOVE FINISH GRADE �'O�O ✓;v Q 12 _ II II ( _ ._�� ._ AND REMOVE BURLAP AND %%%` �►�� I WIRE BASKETS FROM 70P 'y � -I w Fr-----. ���� • �, CONCRETE TEXTURING_ Cs, „ HALF OF ROOTBALL " ID 4 \ °��1►s►��:03' -..... �.�..�, Iw��►��I�o� 4" `'•�`0�\j�1 �0 1 NOSING w M NOTES: 7''�' _ MULCH OG. ��Q`b�0`���.. 1. TEXTURING IS TO BE DONE WITH AN EXPANDED METAL GRATE PLACED AND REMOVED =I I �� Ij Oo FROM WET CONCRETE TO LEAVE A DIAMOND PATTERN AS SHOWN. THE LONG AXIS OF THE _I 17 III= FINISH GRADE • <4t■ o DIAMOND PATTERN SHALL BE PERPENDICULAR TO THE CURB. GROOVES SHALL BE %s" = i 111M i - O� -I I Issues and Revisions ANDRAIL ELEVATIO\ SECTIO\ DEEP AND % WIDE. �_����, _ _ 1 I 2. PROVIDE COLORATION OF CONCRETE AT LOCATIONS INDICATED ON THE PLANS TO THE -I I �i/� �� = FERTILIZER TABLETS No. Date Description SATISFACTION OF LOCAL JURISDICTION. TREATED CONCRETE TO CONTRAST VISUALLY WITH =1 -41+'„//,��/,�'�t'�- _ UNTREATED CONCRETE. _�I-_I 11 - - - 1 I I PLANTING SOIL ,, TREAD 4 CONCRETE WALK -III 11 1=1 11=111=1 I I III I 6 WIDTH 1'-0" 2 x ROOTBALL COMPACT PLANTING SOIL DIAMETER NATIVE SOIL COMPACTED FILL A 10.: RAMP HANDRAIL DETAIL 11 TACTILE WARNING SURFACE C-9TREE PLANTING - DOUBLE STAKE � CONCRETE STAIR / \1 N.T.S. C8.1 N.T.S. TACTILE-DIAMOND SCALE: NTS (1,3__B� N.T.S. STAIR-1 c8iy 1:1 / \ 7 3/8" RECESSED SEALANT A TOOLED CONCAVE AND TIGHT TO, ".. , BACKER ROD. A a [--- ROUNDED POLYMER BACKER ROD WITH NO BOND TO SEALANT. n ' - . rim , L. 3/8" PRE-MOLDED JOINT FILLER A 28"x2" CAST IRON (16) 1h"o HOLES EVENLY /A .. OR WELDED GRATE SPACED AT BASE COURSE vv, 3W' TOP RAIL 4���'� � ,,:I +�� .�. �r�- >♦. HINGED TRAP (1" MIN. ABOVE INVERT ELEV. OF OUTLET PIPE. X40 41/ �g II. IA,'?ale* f� • � SEAL PIPE INTO HUB PER ►���►���������►��• 6" STANDARD STEEL PIPE •Weseat.".� ��v�•r"*i � 1I�� AGGREGATE PER MFRS. RECOMMENDATIONS PAVING PER PLAN „ ' CHAIN LINK FENCE MEETING � ,� ��„�,N��� .���. � � �� �� ��� CLFMI INDUSTRIAL STANDARD A GALVANIZED AND PAINTED W SIDEWALK DETAIL I/ II I II 11t �i II II IIII ' /"'�,� FILL W/CONCRETE ROUND 5/C8•1 JDo(DoUDoUDoUDdOpo�Do0Do0D o0Do0D`oODoUDoUpoOpoUD.��L. / oa°"oo°oo°o ,o0 oa�oo. /I FILL °00°°0°°00°00°00°o0°DO°°°°°00°0°°o0°° '°°°o0°00 o° o° o° o° o° o° o° o° o Do° o° " TOP TO SHED WATER a a a o a a a a a a a a o 0 0 o qDo©Dov0oo0oo0oaDoti0od0oaDoaOoaDoat X JOINT JDo0po0DoODoOp°oODoOpoOpoOp°o0po0poODoODoOpoOpoOi.li _ °D Do°Oa°Oo°Oo°Do°Do Do po Oo°G �...A...�.....�. 15 EXPANSION JOIN ■ 0°00 00 on°oo°o0°00°00°00°00 00 0 00 00 •- Do o�Oo°Do Oo�Ov° o� o°Do° o�po°L • /\ .j ;- 5 _III-111,1,111-111,, 11111-111=111_ . . . . . . . N.T.S. EXPANSION-JOINT .\ -111= 111=111- S4••••;••;%•+ �..... ... ROUND TOP OF FOOTING TO C8.1 1:, cn Z /- SHED WATER L�J a 6„ . ! 1==---ill I 1 1 '�c WELDED ��yy • 31h" 10'-0"- CO.COST n 1. > w 1=III CONSTRUCTION. ASPHALT A .',' �,�'�� CONCRETE PAVING w = _111-I i.A.A4c � �� / r . �,f cn N IIIIIII� AND COATED QUAREEOR �� ,_♦�' CONCRETE SLAB OR PAVING ff , ������ m Z 1/8" TOOLED RADIUS \ �-111 ROUND. SECTION SEE PLAN a _ EDGES III-I ) Job No. Issue Date N a INVERT I-I I l wr a ® =111 a J� ELEVATION � ail 12018 12. 17.2012 1'-0" DIAMETER CONCRETE Lo N '° °. L - I1;III-III-•FOOTING z a . ° a SLOPE AND I.E. VARIES NOTE: '11 FOOTING CONCRETE•1 6 d NOTES: SEE PLANS 1) MIN. 2'-0" COVER ON ALL PI:EEUIVE IN DR AREAS. Issue Package i �+ I''`�� �� ���I�'������� �� �� ��� 1. SEE LAYOUT PLAN FOR r N L> •\Y porkiip��i����{��•j.1%464044� I 2) LYNCH TYPE CATCH BASIN AL ISSUE FOR PERMIT •� *� •w / � e`,.', • LOCATION OF EXPANSION =■`r♦ �i �4��X�y I JOINTS. m AGGREGATE PER 2. NO SHINERS ON TOOLED 12" cD SIDEWALK DETAIL JOINTS. Sheet Title 5/C8.1 GROUP SITE DETAILS (14 \ PIPE BOLLARD (i& CONTROL JOINT 17 CATCH BASIN >/ CHAIN LINK FENCE SECTION ® E NJ Z I E Sheet Number �► -r n ani i can �+� AI T C CONTROL-JOINT /1A f N.T.S. C-BASIN A T S SECURE-FENCESECT � � N.T.S..�. \ Li :V ,. ° 1:1 �VC.1 / LYNCH STYLE `\Cp.G/ !v. . ._. 1:1 o OR �� / �_/ Por 10`11d OoR Vinc© v WA S a�h�e' NA 503.224.9560 360.695.7879 206.749.9993 C8 ..1 GM PROJECT NO: 2120451 .01 COPYRIGHT© 2012 Architecture LEGEND Planning 0 0 0 TREE PROTECTION, SEE 2/EC2.2 Des i g n ,--�_ ------ -�-- - -•--• - .-- �••---20--- ---- --- EXISTING CONTOUR . '€ it ,:<. I..r � . ..==-�,��> '•��� 41 :�. 20 PROPOSED CONTOUR I NO FENCE ALONG NORTH UNE h 1-•‘' : I . I ` It X X X SEDIMENT FENCE, SEE 1/EC2.2 , ..• --7."72-•;,,,,e• ' / `�.. r ,1• !" ,,„ �• ,�,___- ....... :.«.vim=;"+u�+ a•: �.• ''/i'* / � ___$ r � 4 �.-' --- --.�.,, . ','i EXISTING CATCH BASIN ,- t ; t I ^r ._._ , .� ,, �, = ERN Gromatzky Dupree Associates r/-,/�/� d.. , fik' I �: f / ..-"-;y @ ^, INLET PROTECTION, SEE 3/EC2.2 "2-,-9. ..�` -!-' • 1 I, 1r _° Project of ,�'---7 ,�' / J; s' cwt ' " e - 1 4/ 'l I f )/ �� .,, DRAINAGE FLOW DIRECTION / t f� IASPHALT/ 24,BR ( ✓4 ' f y ce\�`� /• 4�, R. , T w.\ - //19 Plt y� / i t ^ \� x pY� ( omr ,� f` f � � ��.�,. " , ' �� - �._ ..� EROSION CONTROL GENERAL NOTES @0 m cast.•,'' ! 1 , _∎. (.k E „e ' ^ 37 "x w ,- TECHNICAL ``� �g �. ��� �` TOTAL DISTRUBANCE AREA: 10,500 SF (0.24 AC)• c 7;`' /•j 4\ `�, �, _.. #<7., „ Y4,,,. �,s'» > +i a.,, Lit{{ .t f� �4.+ f+ ,fig v;.aa,.,.. -t a I J p OPERATIONS d 32, i, w ,4s 1. HOLD APRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL CENTER a, r '/ # THAT INCLUDES THE INSPECTOR TO DISCUSS EROSION AND SEDIMENT CONTROL f s �'9 / �''' a_., ,` ,.er1 t :: _.._.._ MEASURES AND CONSTRUCTION LIMITS. ' orb,% s°a 11308 SW 68TH PARKWAY `` �' .r' I {.,. f^ -". dry° `''''• - .�,› ,,-- # 2. EROSION AND SEDIMENT CONTROL MEASURES INCLUDING PERIMETER SEDIMENT TIGARD, OREGON 97223• t ' ' !'`96 i f� t "° /_;' }}" CONTROL MUST BE IN PLACE BEFORE VEGETATION IS DISTURBED AND MUST ' ill 3 , N'".. s�:`�.'°^ :.., X r '<`.. f tk^w.,. f,f ft` K ,.: 4e i I I • s'j'I' 9, g jF ; ~, �rf` '< I' REMAIN IN PLACE AND BE MAINTAINED REPAIRED AND PROMPTLY I 4s f#M„> $it ',' 1l r REPAIRED, `` • $ •' ^wt _. '' art' €. x IMPLEMENTED FOLLOWING PROCEDURES ESTABLISHED FOR THE DURATION OF `9S { - _` '= •! -.- f ,•¢� I= ;' € !, `' A CONSTRUCTION, INCLUDING PROTECTION FOR ACTIVE STORM DRAIN INLETS I r,9: (1 "4.'‘'.5 �. _ ' '° � r t AND CATCH BASINS AND APPROPRIATE NON-STORMWATER POLLUTION CONTROLS. A I / ,.4-1-w E) +wzfi s,s...:<,,. , 3 • € Y Y 1 L i t v \I f,'. f d ,i � s 1 i.1, d f ('� ° f f I 1 � �� -ss'/ .�_u ; . ,, .> { r f , Y _ 3. THIS DRAWING IS FOR GENERAL GUIDANCE ONLY THE CONTRACTOR SHALL per„ ! f ? - __ rf / r R ,?�� : _ # : MEET ALL CITY OF TIGARD AND CWS EROSION SEDIMENT CONTROL REQUIREMENTS. Authorization yy drF ! .e.; MAC NAIL _..,__, w': LJ , 1 ;` w` Q.,;.t ." . ;, J ALL EROSION CONTROL MEASURES SHALL CONFORM TO THE CITY OF TIGARD AND CWS 15' .9 - /-' ..4. i - # _ r , r te,, .. t rv, �•; ..; v' '° ~.> ° .. 2tt • , /r •• rte- REQUIREMENTS AND THE PLANS AND SPECIFICATIONS SPECIFIC TO THIS PROJECT. .``r-"'°' .is / t _{4, ' S' t'..try ti- """_` ,# -..:,•..-._.«,,. .-. ,.._4y =`I /F / i / ; •w.,• ._r. �` F3 a' 4 ',. I • - a- r' p/ - 4. CONSTRUCT EROSION CONTROL IN CONJUNCTION WITH ALL CLEARING AND PR .� ^... : : ` ? , 1 !'°a k ! ZT rs °V.. Ff / ,f d r"r... ` 1 / ,A A 1� { .' , f 1 '4 GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT �ei Ng " `. ,. a ~ 2 . { pa,, j` ,' , i:�f ,,,,,,,,Ti r. ; AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, Cs 4 a -� i '� r ! , , � ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS. STAGE CONSTRUCTION �' � '�' `° • a` - - _ r' , ' r it / r TO INCLUDE INSTALLATION OF PERIMETER SEDIMENT FENCING AS REQUIRED. r x , {; �re t tl as a 19,�:�:1 " *. e- d.. :-"f,-,. i .., j I `;� p�`'F If/ �J-' tai " f - ... _.. ...... ,,......... ■ Ira, • ; f METHOD OF INSTALLATION FOR SEDIMENT FENCE SHALL NOT CAUSE DA o: TO VEGETATED SLOPE EXCEPT AT POINT OF INSTALLATION. SIDE A �. I a > a: x az. r._ I SIDE MUST AT D O� JOB 9�• ie. 'f , w" MATERIAL SHALL BE KEPT TO A MINIMUM AND SHALL BE TO THE UPHILL S 6 O AG U BE N �1. F.O ELEVATION=291,05 ;� v �. ,. ., a f• f f , r i OF THE SEDIMENT FENCE. THE FENCE SHALL BE INSTALLED AT LEAST 4 FEET tiF 0 / ,Y sa �j' r /{ P. d FROM ADJACENT TREES. ANY EXPOSED GROUND SHALL BE SEEDED AND COVERED W. CONMETE s Ir/'". MAY BE USED SHORT TERM STAIRS £i `fir �� �;�� WITH STRAW MULCH TO PREVENT EROSION. TEMPORARY GROUND COVER SHALL EXPIRES: 12 ON writ{METAL HAND RM. BOTH SI DES L HAENDICAP PAWING d' � ` % •f f J`t' BE MAINTAINED UNTIL A HEALTHY STAND OF GRASS HAS BEEN ESTABLISHED. W/ UTILITY WORK AND W ` `.• , o 'IA!' ` i 1' SEEDING SHALL BE WITH NATURAL SPECIES FOR THE AREA. SEE THE SPECIAL PHASING OF DEVELOPMENT ���€" '""""__�"'" ` "' r V4*..„,,•11// � ! E SPECIFICATIONS FOR PROPER SEED MIX. .A===-t...,..~.. �•• Design Team �`''"" sin t ' Y."-)54 r w 1 € / . , .: 6° ALL EROSION CONTROL DEVICES SHALL BE EXAMINED AND REPAIRED AFTER ,y";;,;� ,r,n•dto. t: TENANT COMCAST CABLE ` > -.-'� a, '` ,` r` ; I � °�/ 4' r EACH STORM OCCURRENCE, AND INLETS SHALL BE CLEANED OF SEDIMENT [I [[ ! 1701 JOHN F.KENNEDY BOULEVARD r' ✓ ,. ;; / : . t j F• 4 i I i �/ 1I : l, 1t 4 WHENEVER NECESSARY. €Mill,t . �� I ;E} TI#9^BO U31R0 4d ` ~` i '"LI >4 � �� ii ` 1/1`I[i. FAX:215 286 7990 F ., 7. HYDROSEED AND MULCH ALL DISTURBED AREAS UPON COMPLETION OF I1 ""/[ J I[ta T.. ��l! IIrEl.II 1111111 li I?IIl� ,,, ,. ,. .. 1 _, .; ,1 " /if r :, CONSTRUCTION OR AS DIRECTED BY THE INSPECTOR. �.tiili «,c«.;.' Ii'ilt kt#i 1 s ♦N�t R ��k Il#I 4 f1lA GENERAL LEASE CRUTCHER LEWIS t, �" 8. THE CONTRACTOR SHALL LIMIT CONSTRUCTION TRAFFIC TO PAVED AREAS TO IBM J.3-43134 °:�' < ` •� °��7• •'- Wig' I .. ltt CONTRACTOR ::a \ f - - 550 SW 12th AVENUE ,,, . 1 ..-.' --x,, - u. '.. n,, :-..,Id h. s rr�. itri.� ���1 �•eltti�, sr�wt# *eV .'rrt.r PORTLAND,OR 97205 PREVENT AND MINIMIZE SEDIMENT TRACKING OFF-SITE. CONTRACTOR SHALL `��:.:.:.. _, � -- - ,•,#„�. ..•._._....... yr� TEL:503-223-0500 SWEEP OR VACUUM PAVED AREAS IF SEDIMENT ACCUMULATION OCCURS. DO NOT ''"""' .a.,T.i�.s.'ti•►' �'-K =-= FAX:503-223-2874 4..:.a..w, "4 ..;.w.'i.,r�ir »:k.I♦ie/f.i+'� TRACK SEDIMENT TO THE PUBLIC STREET. vg iiialffir/A. w 9. INSTALL TEMPORARY EROSION PREVENTION SUCH AS JUTE NETTING OR CATCH BASIN F18ER ROLL ARCHITECT GCTORY LA7_AWEE&ASSOCIATES EROSION CONTROL PLAN - NORTH GEOTEXTILE ON DISTURBED AREAS STEEPER THAN 4H:1 V. VICTORY OLIVE STREET,S ��� ��� DALLAS,TXS STREET,SUITE 500 Iliiiii0 1"=30' TEL 214-871-9078 }t t, FAX: 214-871-9869 1:1 30 0 15 30 )60 120 +re r'�. r, , r ( IN FEET ) `• ;i ;r. ENGINEER+. +�+r�✓l�f ;f l 1515 SE WATER AVENUE SUITE 100 . wt � r/e`� PORTLAND,OR 97214 # t,,!t.`:t,i' TEL:503-224-9560 MAXIMUM 3 MONTH A I ]ly FAX 503-226-1285 USE MTH . ,.•- f 1 ALL IN STREET ttkrnr a.., STRUCTURAL GROUP MACKENZIE IN t t'. ! tl k;"�I stt€ ENGINEER RIVEREAST CENTER APPUCATIONS/ IONS l;If I.Itl'c 'LOW 1515 5E WATER AVENUE,SUITE 100 r ' AIPLICA lt4JNS �, •••• lf,lfl(l� iif PORTLAND,OR 97214 3' wea, t''''om , `r+j ; ..�1�--w.,... TEL:503 224-9560 2 _ ( °w ,: r ,1` GQTEXTILE BAGS FAX:503-228-1285 OVERHANG f Twit-/ I . . , I w td FRO SI®E VIEW P,;,I { # € f / +.7au€€s+�t' REQUIRED FOR °` RIGHT ' 1 COCHRAN INC I f € / >•:.�` .° 44DiCKR f /i ELECTR CAL . ,I v ( 4 1 I ✓ ! I,. FACE • ENGINEER 7550 SW TECH CENTER DRIVE,SUITE 220 8 s ' I ( 1{ ,. 1F:i TIGARD,OR 97223 $ .K8 hie / *■ il/ t �, --1‘'..; .�.. s .V1ti y� , TEL:971-205-4263 i + , L { j - F ' -,. "--.,j MAXIMUM PLAN 4l r---f r'��- ANGLE BOTH ENDS OF SEDIMENT FENCE ,i' t .. I "" _._ °, t TO ASSURE SOIL IS TRAPPED. .°� � , \ °°�=, -�. ANGL 3 MONTH USE_ ��;��«kt�,,��,'`L , , ° h-_ - /� �\ CURBSIDE FOR ROADWAY ;,,,,t±f 4 j `\�� *ti44, MECHANICAL HUNTER-DAVISSON,INC. r I ,z / APPLICATIONS t *' ENGINEER 1800 SE PERSHING STREET s ' - • e"' - APPL.CA 174+5 PORTLAND,OR 97 02 jt �` aj# /:, OR 2 9' »• 1 r" 4 N TEL:505-234-0477 t ' ,, _ I S EDIMENT I ONLY* s ; ' tip • ! S/ ,., I ,� , . ■ ■ FAX s0s-542�so3 R� '' + I } I '»-.... _ !*4.-a•``�'�w ?_): ».A, rfwy, •.,_ f /�ba` fl ■■ ATTENUATOI. --,(4 i 41'>. `�., 1 s .,..,... «t 1.:.'' 1 ,•�� d: 4.. =" :``i �..r.< rr rr rr f<'+/V�E�wrt<..., t ,.. _ FLOW LANDSCAPE INTERLOCKED_------------ NTERLOCKED NOTES: �. GROUP MACFERNNAzT IE V Az'4 . ,1 .?3 ,cA,.PAttItl i Al ; 1 - 2 x 2 POSTS 1. BURY BOTTOM OF FILTER FABRIC 6 MIN. .. ARCHITECT RIVER EAST ER ' t[ ', E7IiS11NG 6ERzI?!Nu :f, o f l,49 < �Yi l € t :::: ;`■ x 1 ;,. �, a,,1 .;, I; , AND ATTACH. VERTICALLY BELOW GRADE. `�"" * 4 15t5SEWATVENUE,SUITE100 \ I` �`;� 1I �$ `°~` 1 2. 2 x 2 FIR PINE OR STEEL FENCE POSTS. _ �'+t PORTLAND,oRS7z,4 q ` a s I �, FIR, PINE, et TEL:503-224-9560 > ;3 . ._ ae ---t I" , \ ,_ , k ;;. r t 3. STITCHED LOOPS TO BE INSTALLED �.i �tr A ~'� .,�., ..• ,. `, - .- ,�,� :°���, .� , - � .h ,'; ' TOP VIEW OF SLOPE. 1,..�'U ,� ;:.: is n ;, r �`\� / UPHILL SIDE 0 FAX:503-228-1285 ty g •\, -.t � �'.�� `�_ i , f 4. ALL AREAS OF ... .. ktt'Itq ■.■.I...Il..rll, j �* `'z € ; I Y... f I 9 .,..!„.1,. .,,,... .- HALT 4s'HALT!. "` y` s'' COMPACT .. r..� ` 'fit ' •'- _ t''d �, ,,,,11-"t a ^;3p5~«,v'�`� I f .�.,`, 5. ACCUMULATED SEDIMENT CAN BE ALLOWED t ,<•;) SECTION(f��T I , ,‘: 1 Tt °' �^ ' ' TO REACH NO MORE THAN ONE-THIRD THE '"= • >y - SE,C ! ION A---A .` ,• " `-�t� �=- - =_ , ''�� -,� ,t - / ;�. HEIGHT OF THE SEDIMENT FENCE. '".,;;1= * NOTE.: USE INSERT SACKS •^� 1 t;. '4 ,:I '--- 'may-��•.�°y�. s` i .,.. I s� e "� - CYCLONt.FENCE «r �y /tom^ INLET �� � €1 � ..�.. �����tiv# ,�-,� ,�,A�\��Ay�1�i ,.y� �"�'� f�Ia4 1 � ALONG W/BIOBAGS TO DITCH GATE CONTROL $'HIGH GATE ---,, T 'w,." ,.� i=1 y' �� "hy a ,`v.� 1"'� f %Li I NT s ': •� ‘`.%. j r I PRQTECTlLETS"� l.-.'".S" '`. 'a° . �f ,.ON tf' 1 _ r _ 1� TEMPORARY SEDIMENT FENCE 3 EXISTING CATCH BASIN INLET PROTECTION 1040'.' tl' L } / ,� Y+7 1 '1111.1, 1 ` ,..,, _ 1 i #��?~ "` � � a���y\.' \*` ,.. :1; SED-FENCE€• ,,, ,r-- `". It,- ; } �., ':. r ,, , `, ; N.T.S. N.T.S.IG a 1 ,,. .� C .�� z ~�? � �-�� �\�, ,� a; � '�/ C2. ,:, Issues and Revisions I �' r � �,, m ° 1 `� ✓ 1 4R ? y* `al �� }! to � Date Desc Ion >,.YRUi _ t''° '>~.AI3J�tc Cwc ;= 8 a \ a� ca: j.t •,} No ri t'� EacTIRict coN6 'r` akk } $ ry 1- } € E . , ,�, UNLESS OTHERWISE INDICATED FOR REMOVAL ALL TREES SHALL RECEIVE PROTECTIVE MEASURES FOR THE `:: �� d r :, t � 1 303 ,i '� cv / r , zr'_<. , DURATION OF THE PROJECT.j i I �R 1& O,E�tjl� ff, f 1�\o��r�t�i1L+ ,; k} 8w, ,, �' 3 . 1 t 1 t{ ff 6 HIGH MINIMUM ORANGE PLASTIC CONSTRUCTION FENCING, SHALL BE ERECTED AND MAINTAINED• FENCING �, ��� t e + �•" 1 rr A f j � 1 ,4, , SHALL COMPLETELY SURROUND AT MINIMUM THE TREE DRIP LINE FOR EACH TREE OR GROUP OF EXISTING TREES. r €t T -I. ,_ .,ti! I l f / f / �S ..;I e y"".r 4,itt .x -,."-1 s ` I *,y.„. { �i I ! j 7 ! l d ram e- ( -; --t ;, �.•1 I / I ''7 - `3 3_ t.- � , r 4 I �4 © Cs l�, f e IN AREAS WHERE ROOT ZONE ENCROACHMENT IS UNAVOIDABLE A CERTIFIED ARBORIST SHALL DESIGNATE THE I, ,�. >"�. a0 I �� �I , f OR TO START OF WORK. r� �,�-� NFL . " .. t N �zaf FENCING LOCATION PRI j r ._..-•-..•• r... f U� :j-•--..3 I T #' .t�,T° I 1 E�r^ .�.2 j A I>. t' t4 I =- € f h' r , ? PROTECTION AREA INCLUDING BUT NOT LIMITED i€3ALL Ilco? I, ,� j 1s`R3 i I T` a�€ NO ACTIVITY MAY BE CONDUCTED WITHIN ANY DESIGNATED TREE PRO E ( :1 ;€ );;� "�`- I r tl �s> ' 11_, � ' ���' TO PARKING EQUIPMENT, PLACING SOLVENTS, STORING MATERIALS AND SOIL DEPOSITS, DUMPING CONCRETE / \.S..,. A / `tom I,__.. --" , $cT� I, w' 1 r� } ilk WASHOUT, OR OTHER DEBRIS, OR ANY EXCAVATION OR COMPACTION WORK. 11, � cT� , # ' rlf tl j DURING CONSTRUCTION NO OBJECTS SHALL BE ATTACHED TO ANY TREE DESIGNATED TO BE RETAINED AND "^^- Ri>11,\P.9#' X`w11��_�. •- : ,tf 1 / r% r'����w' �� re" �'� w� ��r �� g `� f rk PROTECTED. ?......� rri.`�'i i.� �i�.�.�.�p� .�.�...�.�.�� . /\ c, / �� ,-- °�. _. - - -t s ' _--- - t ,. J. tt ♦♦ ♦♦ 04-4....'i0'. :4 000.'00:-tv 4 Tit'<;P `t, ° \\,.. f t/j t� 1 S X'-'ya s:.? c. e' 6", �j��� •���j��j�j�j�j ►.�.�.�.�.�.��� .�.�.�.�.�.�.�� \tf4\ 'T.-4' ,, w> N ,. 2 `� \ ! / tir §- MULCH COVER TO MINIMUM DEPTH OF 6 , PLYWOOD, OR OTHER SIMILAR MATERIAL REQUIRED AT AREAS �i'......, ♦����.�� 0��♦�����♦ t►.......� �` ' • i ''� f „` `f �` ADJOINING DESIGNATED TREE PROTECTION AREAS TO PROTECT ROOTS FROM DAMAGE CAUSED BY HEAVY i� �i�i'i'i'i'i'i�� i'i'i°i'i'%i' ►14.11.'%%%%%i� ��%%%%%'�%% , ,,,, ,. ,,- \ '?5 ,�```\\-'8.\""' // [ ° / -----__.. t ,. EQUIPMENT. COORDINATE PLACEMENTS AND LOCATION WITH LANDSCAPE ARCHITECT. .....♦ ......♦ ♦.... 4 ♦.....* 1 , `� f II r, i.....� Iii.....♦ ♦.....♦ ♦......� R •.. r. .....•-- """'" ,ri<. -.. \ Pk-As)= d•.5.1 ! - .J ff t a,.` $ _ -F.:_ ?f-- 1-.: ♦�l ..�t_! ►�► ♦�._.__I__.► ��._.__ _\.,,,,,,p` : � ` f °~- °� �` i �° T tb '°� '* P U I tt:I IUfV FEIVI.E SHALL BE MAINTAINED IN PLACE UN I IL REMOVAL IS AUTHORIZED B'( CITY I Y um UNTIL I IL A FINAL, �\ v \,\' \ -�-- -- �� . ' -1 � p �:. CERTIFICATE OF OCCUPANCY IS ISSUED. ,\\\\ \\ \\ \\ \\ \\ \ 2 \ \ \ \ �� \ \ \ \ \ \ \ ,,,.,.303R ,,./4 ik FP 'V....\ (?..fiNr Mgr / 1 *.e.iv • : 1 AtHALTi ; :, t .� 'z " ' " `°� lqv``� I EXCAVATION / TRENCHING AROUND TREES NOTES:•..-:.: r' `s^ ,, I I vs tt 14 I `. PROPOSED TRENCHING AND EXCAVATION AROUND TREES SHALL BE COORDINATED WITH CONSULTING ARBORIST. 6' IN HEIGHT AND SET AS SHOWN. , A e; ,N '• �, � `� ,� �, , # i' TEMPORARY FENCE SHALL BE 'MIDI'#`>� ~`` \., 7-'''''''''''' Cs€ELI ,;: a,'. WHERE TRENCHING IS REQUIRED WITHIN CRITICAL ROOT ZONE, TUNNEL UNDER OR AROUND ROOTS BY HAND CITY SHALL APPROVE INSTALLED TREE PROTECTION FENCING PRIOR TO ON-SITE/' � # - �`'�� C`T"' �� titer° -� 1 r DIGGING OR BORING. DO NOT CUT MAIN LATERAL ROOTS OR TAP ROOTS. CLEANLY CUT/SEVER SMALLER ROOTS. GRADING ACTIVITIES. -,m i v £w> :: ,:'j i v'`., s J 'Y e• ! .,.._...., ",^-...w ...-.-._. �'1ffyK�� a"."`°5,-.... '"":�,`a • '�,."r 1^^"'"• "' 1 °q: - _. - _� !+-° HALL CONSIST OF ORANGE PLASTIC CONSTRUCTION FENCING SECURED I ,• I -_. -_ gin. _ --_ RELOCATE ROOTS IN BACKFILL AREAS WHEREVER POSSIBLE- DO NOT ALLOW EXPOSED ROOTS TO DRY OUT FENCE MATERIALS S t : i 2 . -- ___ 296'"..�` # ' .. , -` _ �' " ` BEFORE PERMANENT BACKFILL IS PLACED, PROVIDE TEMPORARY EARTH COVER, OR PACK WITH PEAT MOSS AND TO A BRACKET ANCHORING SYSTEM OR METAL T-POSTS. a : + - .�.. %---.7.,,-------'' '"-- . " 3 � aNtx a UNTIL P ,J X305 H:.^ : / WRAP WITH BURLAP, WATER AND MAINTAIN IN MOIST CONDITION ,!NIL RELOCATED AND COVERED WITH _ d •> z,m � ' ' ' I I � � - : _- --- f f _ BACKFILL. FENCE SHALL REMAIN IN PLACE UNTIL THE COMPLETION OF CONSTRUCTION ACTIVITIES.� . ;. •..,✓ _...__ .. _.._. .. ,.__ � I `-- ._�� .�--..,••,` F.E S'Ff�fl��..� EX�''-.' � -.•I. f '• �` ": --- -- ,�__I I ! j . � � MOVEMENT OR REMOVAL OF FENCE REQUIRES APPROVAL BY CITY'S AUTHORIZED T---.. �.•.-__ ._ A yy < -- - .. REPRESENTATIVE. r.. J K � y.'. rs 2 Job No Issue Date , . ,). . ,,' J, { �. ----•- n TREE PROTECTION F ,/" , .,P`M.;.¢, ,0.i C._.: vx au' -r. �.. f VFW A x xA �.. ___ _ C�. N.T.S. 12 12018 12 17 20 • r Issue Package ISSUE FOR PERMIT 41) EROSION CONTROL PLAN - SOUTH Sheet Title C2 1"=3O' ,:, G 0 U P EROSION CONTROL PLAN 30 0 15 30 60 120 ( IN FEET ) 1 inch = 30 ft. Sheet Number Por1t0and OR Vancouver WA SeattBe WA 503.224.9560 360.695.7879 206.749.9 93 EO2 .1 GM PROJECT NO: 2120451 .01 COPYRIGHT© 2012 n p� J Architecture .�a...�-,.r�,es, .+r 0,1A7on 4^tes.°'.Imar A-'- Yj ' �J iL • et - F 1 i .r . Planning % 'I-b p�-- ----- --- E 16(1=rq F tip 0 Pt- tt> k f zp4T x � 1.0& . Design . . e �,,` , �-L 14\picl. - . --: //4/6."-- -- 7 ;77777 _ .7_7._ t- „..............____ .... ... ... „,,_. „ . , . . i lii".er Aej . 00,0____ tr..z5it.i.... e_t..5-...,v.A1--..,1„ , • • . C_Avesrekk, T>to15 1.4) 7- . G 11:Vik r a1 �' : ' _ A,,. . .r '{ - -t -i ad Gromatzky Dupree a Associates f 1 _ --., Project• - -v_ix;4,-r vo G Ns. \ \\,,,..\\,—ici, _.._±.... ter-. ” " t� ( omcast. TECHNICAL 1 SLAB INFILL PLAN 1 2 ��'SECTION OPERATIONS co CENTER 58.1 N.T.S. Sal N.T.S. 11308 SW 68TH PARKWAY `v TIGARD, OREGON 97223 Authorization qb RUCTUf ci, . .XG I L 53 ',1Y/ * v.--`I. Vs % a�' Nij • 08, 1 �' EXPIRES: 12 Mg Design Team TENANT COMCAST CABLE 1701 JOHN F.KENNEDY BOULEVARD PHILADELPHIA,PA 19103-2838 TEL:215-286-7950 FAX 215-286-7990 GENERAL LEASE CRUTCHER LEWIS CONTRACTOR 550 SW 12th AVENUE PORTLAND,OR 97205 TEL:503-223-0500 FAX:503-223-2874 ■ ARCHITECT GROMATZKY DUPREE&ASSOCIATES VICTORY PLAZA WEST 3090 OLIVE STREET,SUITE 500 DALLAS,TX 75219 TEL: 214-871-9078 FAX 214-871-9869 CIVIL GROUP MACKENZIE ENGINEER RIVEREAST CENTER 1515 SE WATER AVENUE,SUITE 100 PORTLAND,OR 97214 TEL:503-224-9560 FAX.503-228-1265 STRUCTURAL GROUP MACKENZIE ENGINEER RIVEREAST CENTER 1515 SE WATER AVENUE,SUITE 100 PORTLAND,OR 97214 TEL:503-224-9560 FAX:503-228-1285 ELECTRICAL COCHRAN,INC. ENGINEER 7550 SW TECH CENTER DRIVE,SUITE 220 TIGARD,OR 97223 TEL:971-205-4263 MECHANICAL HUNTER-DAVISSON,INC. ENGINEER 1800 SE PERSHING STREET PORTLAND,OR 97202 TEL:505-234-0477 FAX:505-542-3603 LANDSCAPE GROUP MACKENZIE ARCHITECT RIVER EAST CENTER 1515 SE WATER AVENUE,SUITE 100 PORTLAND,OR 97214 TEL:503-224-9560 FAX.503-228-1285 • Issues and Revisions No Date Description n A A A A A , A A A A A A A A A A Job No. Issue Date 12018 12. 17.2012 Issue Package ISSUE FOR PERMIT Sheet Title G R 0 U P STRUCTURAI DETAILS A C K F N Z I E Sheet Number Portland OR Vancouver WA Se tt WA 5O3 224.9580 360.695.7879 2O6 740.9993 S81 GM PROJECT NO: 2120451 .01 COPYRIGHT© 2012 912(1451m\STPIICT\S-R 1.DM: PRR 19/1. /12 0905 1-1 nn