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HomeMy WebLinkAboutPlan, Tentative APPLICANT 11/10/2016STRM CB – RIM ELEV= ca a STRM MH RIM ELEV= 435.09 MATCHLINE ananm STRM CB RIM ELEV= 434.39 { W T O { GATE 3" MAPLE 0 5"MAPLE Y MAPL 3" MAPLE 3" MAPLE 5- MAPLE— 40" EVGR LANDSCAPE Q`: MISCELLANEOUS NOTES: ° �° : °'. d° e _ a ° 12"DEC tl ° NY ® TELEPHONE RISER 191 UNKNOWN VAULT 1. ELEVATIONS SHOWN ON THIS SURVEY ARE BASED OFF OF PREVIOUS BALZHISER & HATCH DENOTES BUILDING OVERHEAD ® WATER METER STRM AD SQ GAS VALVE SHRUB LANDSCAPE HUBBARD CONTROL ON AN ASSUMED DATUM: ELEVATIONS ARE FOR REFERENCE ONLY. CED Q RIM ELEV= 434.39 HATCH DENOTES ASPHALT PAVEMENT 19 IRRIGATION VALVE ® GAS METER d CONIFEROUS TREE (SIZE AS LABELED) 2. THIS SURVEY WAS DONE FOR PLANNING PURPOSES ONLY AND IS NOT INTENDED FOR °• p� 46 FIRE HYDRANT Q HVAC EQUIPMENT DESIGN. a HATCH DENOTES LAWN AREAS FQC FIRE DEPARTMENT CONNECTION SIGN v. o 3. HORIZONTAL DATUM IS THE OREGON COORDINATE REFERENCE SYSTEM (OCRS). SEE 34" EVGR � METADATA NOTE. HATCH DENOTES BRICK PAVERS STREET CATCH BASIN BOLLARD e ° CURB OR CURB & GUTTER WASH ° ° - °' G ° - <1 d. Q n tl (j Q BUILDING FUEL ° BUILDING d 9 q a tl d 6 Q n FLAG POLE < ° e 4 4. NO BOUNDARY SURVEY WAS COMPLETED AS A PART OF THIS SURVEY AND NO TITLE v REPORT WAS PROVIDED BY THE OWNER. THERE MAY BE EASEMENTS OF RECORD NOT MAINTENANCE ° ° •°.. d � STORM DRAIN MANHQLE ® STEEL POLE SHOWN HEREON THAT COULD AFFECT DESIGN. —Top — — --Top — TOP OF BANK GRADE BREAK LINE aSTRM°A° D CLEANOUT ® MAIL BOX BUILDING ° —ToE — — —ToE --- TOE OF BANK GRADE BREAK LINE Q SANITARY SEWER MANHOLE ® EET MAINTENANCE RIM .ELEVo 434.68 ° e . 4Od O --I>}'- UTILITY POLE GATE KEYPAD BOX :%` FO FO FFI a GUY ANCHOR ( ^' BLOWOFF VALVES.BUILDING ° ° THIS SURVEY WAS REVISED AND EXPANDED ON JULY 29, 2016 TO INCLUDE ALL OF THE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CONCRETE JOINT LINE e ° SEWER VAULT e °n. ° ., °. °°. °d ° '.e AREAS SHOWN HEREON. THE ORIGINAL SURVEY ONLY CONTAINED THE FLEET - 4, ° ® mw JTRM MH ° .a ° ° _ a ® 'llN N. d .. ° ° .. a,d a < 8. ♦ .. ® v �' Yw:". o . a o.. $ e n d MAINTENANCE AREA AND WAS DATED DECEMBER 2, 2015. n METAL PAVEMENT PAINT STRIPE OR MARKING LIGHT POLE WITH ARM C? PROPANE TANK ' RIM ELEV= 434.76 e m ri--TRAFFIC l LOOP DETECTOR 1] - d2X2- uw ® MONITORING WELL a n a°IJDS nn ' -UNDE GROUND FUEL*STORAGE POLES, STOP SIGNS AND FENCE INFORMATION ALONG THE PROJECT BOUNDARY. ® ELECTRIC TRANSFORMER QO e a n ` � �< ° LEGEND: INTERNATIONAL FOOT GEODETIC DATUM: NORTH AMERICAN DATUM OF 1983 (2011) EPOCH2010 SYSTEM: OREGON COORDINATE REFERENCE SYSTEM ZONE: MISCELLANEOUS NOTES: PROJECTION: HATCH DENOTES BUILDING OUTLINE as WATER VALVE ® TELEPHONE RISER 191 UNKNOWN VAULT 1. ELEVATIONS SHOWN ON THIS SURVEY ARE BASED OFF OF PREVIOUS BALZHISER & HATCH DENOTES BUILDING OVERHEAD ® WATER METER DP4 GAS VALVE SHRUB HUBBARD CONTROL ON AN ASSUMED DATUM: ELEVATIONS ARE FOR REFERENCE ONLY. HATCH DENOTES ASPHALT PAVEMENT 19 IRRIGATION VALVE ® GAS METER d CONIFEROUS TREE (SIZE AS LABELED) 2. THIS SURVEY WAS DONE FOR PLANNING PURPOSES ONLY AND IS NOT INTENDED FOR °• HATCH DENOTES CONCRETE 46 FIRE HYDRANT Q HVAC EQUIPMENT DESIGN. HATCH DENOTES LAWN AREAS FQC FIRE DEPARTMENT CONNECTION SIGN BROADLEAF TREE (SIZE AS LABELED) 3. HORIZONTAL DATUM IS THE OREGON COORDINATE REFERENCE SYSTEM (OCRS). SEE METADATA NOTE. HATCH DENOTES BRICK PAVERS STREET CATCH BASIN BOLLARD CURB OR CURB & GUTTER 91 AREA DRAIN (SQUARE) ® FLAG POLE 4. NO BOUNDARY SURVEY WAS COMPLETED AS A PART OF THIS SURVEY AND NO TITLE REPORT WAS PROVIDED BY THE OWNER. THERE MAY BE EASEMENTS OF RECORD NOT CHAINLINK FENCE Q STORM DRAIN MANHQLE ® STEEL POLE SHOWN HEREON THAT COULD AFFECT DESIGN. —Top — — --Top — TOP OF BANK GRADE BREAK LINE CLEANOUT ® MAIL BOX 5. UTILITIES SHOWN ARE FROM ABOVE GROUND VISIBLE APPURTENANCES ONLY, WITH —ToE — — —ToE --- TOE OF BANK GRADE BREAK LINE Q SANITARY SEWER MANHOLE ® FLAG POLE LIGHT FIXTURE THE EXCEPTION OF ELECTRIC LINES & TRAFFIC LOOP DETECTORS SHOWN ON SHEET 2. E E UNDERGROUND ELECTRICAL LINE --I>}'- UTILITY POLE © GATE KEYPAD BOX A PRIVATE LOCATE SERVICE WAS HIRED TO IDENTIFY THESE LINES. FO FO UNDERGROUND FIBER OPTIC LINE — GUY ANCHOR ( FUEL TANK MANHOLE 6. THIS SURVEY WAS REVISED AND EXPANDED ON JULY 29, 2016 TO INCLUDE ALL OF THE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CONCRETE JOINT LINE LIGHT POLE © FUEL TANK AREAS SHOWN HEREON. THE ORIGINAL SURVEY ONLY CONTAINED THE FLEET MAINTENANCE AREA AND WAS DATED DECEMBER 2, 2015. PAVEMENT PAINT STRIPE OR MARKING LIGHT POLE WITH ARM C? PROPANE TANK ri--TRAFFIC l LOOP DETECTOR 1] ELECTRIC RISER uw ® MONITORING WELL 7. THIS SURVEY WAS EXPANDED ON OCTOBER 28, 2016 TO INCLUDE ADDITIONAL LIGHT POLES, STOP SIGNS AND FENCE INFORMATION ALONG THE PROJECT BOUNDARY. ® ELECTRIC TRANSFORMER QO UNKNOWN MANHOLE SURVEY METACATA: LINEAR UNIT: INTERNATIONAL FOOT GEODETIC DATUM: NORTH AMERICAN DATUM OF 1983 (2011) EPOCH2010 SYSTEM: OREGON COORDINATE REFERENCE SYSTEM ZONE: EUGENE PROJECTION: TRANSVERSE MERCATOR LATITUDE OF GRID ORIGIN: 43045'00" N CENTRAL MERIDIAN: 123010'00"W FALSE NORTHING: 0.000 m FALSE FASTING: 50000.000 m CENTRAL MERIDIAN SCALE: 1.000015 (EXACT) ALL DISTANCES AND BEARINGS SHOWN HEREON ARE GRID VALUES BASED ON THE PROCEEDING PROJECTION DEFINITION. 10" DEC Q8" DEC 8" DEC c TOPOGRAPHIC SURVEY FOR PIVOT ARCHITECTURE OF THE LANE TRANSIT DISTRICT MAINTENANCE FACILITY LYING IN SUV 1/4 SECTION 34, TOWNSHIP 17 S, RANGE 3 W, W.M. CITY OF EUGENE, LANE COUNTY, OREGON JULY 29, 2016 REVISED OCTOBER 28, 2016 THE BASIS OF BEARINGS IS GEODETIC NORTH. NOTE THAT THE GRID BEARINGS SHOWN HEREON (OR IMPLIED BY GRID COORDINATES) DO NOT EQUAL GEODETIC BEARINGS DUE TO MERIDIAN CONVERGENCE. ,SCALE 1"=30' P � �0 Zvira- MATCHLINE K am GATE � LTA 1: P. <. - . . - . - . . . � . . ., I i�. . . I . I - � � � . . . I . . . I ­ � I � . , . I ­ -1 . . . 11 I . � _. .. t , , � a - __ - . -�­- . _. + '. .i� - , . � � ____w_1_F_,__�_ - - 4- - - .. I I � . *A 4 � . - - - T-. . -.- " 7 1 � I . ' STR . - ­ I .. I � I -, I . � . _ . . . . . .�� ­ 1 4 STRM MH - A. I - 4 ,- - M MH -1--� I ,*-f7---777-----;--.---f7 , 4- - ,.,- - 'T RIMELEV=435.29 , __ v � � . . � ' . � . , . 4., - .' . 4 1, .7. 1 . � . . : I I � I . . ' 7- ;o. � t .�- I . I I I " . 4 . I . 4 . - . . . i _�___ _.�;__ - - ' ' 0 " I 4 . , , � 4 . � , . . . . � . I . 4 � . .. +o+ i I 1. . . . . I � ­ ... . , I � � �� - T . ` " ' . . _.. - , , 1 , . . I . . � �. _ _ , - . LANDSCAPE � I . . z � ­ , � : . � . : 4 ... .� . .4 , I .... , . I � I + . _ . 1, . e . ... I "I 4 , � - . I . - . , .. .1 I . 4 1 - ., � ­ ., . , . - �, . I i� . ." . - ,� RIM ELEV= 435.14" � A . I . I . � . � .. . . � I . ­ . � 4 . 11 : �. � - ,� � I I I I ...� I , I � t, 47.' ' ' � . I , , - � .. 1. .� + . I . I �­ � 1� ., I . JRI'.M ELEV= 435.86, � 4 - ­ , 11 . � I .1 I d^ .^__ I . , . . � I . , . .� A � . I . � � � . . . . I . - " , 4.- � � � - . . . . . . :� ..� ", . . . � ,-:-4 � ,e� - - . . , � � I I + � : - ' ' 44� 1 . I . I � I �. .1 I I p � , . . . . I � � . . , , , , , . �, . � I I . . � . , � I � I . � I . . I � . + '. , , . . '. I I . . � I I I , . I I . 4 . , , . I . I " , . . , � . . . . . . I I � � � � I . I ` � . . . . -y 'DEd) - 4 . � . � . : : - . . . . . � , . . I I . . . ,4 � : I - . . . I I . . . +1 I I ,� I . + : , I I 11 - � . 4. + . . ­ . . _ � .. . . ..�. . I I .., 4�i . � p . I . ' � , 4 . . . (f8 I . 4 '. �. . I . , � 1. - . - : � .1 ­ :4 1 41' ' ­ . ­� +4, , . 4: .� '. .� . . ­ . . 1- 't .. . 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" "ib, - imim - - N � .. . - - I . , - - __r I" _�' I -, -I- ; A '� *. -T' . - .I -- .� :` - I. .. , - I 1?� , , ', ' I`- 44 , - j . � , I.' ..., . . - I - � I . � ',- I I I.. - , .. � , - ��_ - __:�t _ _ 4 _:,_ - - . .1 � -r- �4 - _:� L -L - - .�_I' 7­1__� . -i-_ � -4 --� t�L -:-" -1 - �_. . � 41, � -,% , - I - '( . . - .- :,-. -4 �! "I � RIM ELEV= 433.46 I , � .. .14 .�- I I I- r - 4 , I : � . 1. . . f � I . . I t, , _ ". ., I, I I � , �* I I I i , '1� , . , . I 1 4' 1 , ' 4 4 , . . 4.� , I , I . I ( -t �,�'j , " - , � A . I , � I .. STTIM MH I , .., , It migh ilial r, il . 1. T�'. .. , . . . - STRM AD SO ' ' 4 � I : I I'll ; '. , , .-r- ., � , .L. :�,J � I - . . I . � i . . .,ol � t _ . - 1 , � � r S., *4. lw . .A I � . ,,I� , � , -i � 1. - * t , � I I * I . ** � .1 11 I � , I � - . 436.00�" � -, - j I I , " , . - I - * � . , I . .� _" , . . .. I .. , a , , - . 4 . , � ... i* - � . - - . .1 � . - � �� . I - ,i� , - A. 'I '. , . : f: _ _ . . RIM ELEV= .� " I . 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' ­ " - -, ­`­_`-`��. , . ­11� 17, � . � . - ­�­, %,- ,,, .." �.,,­ .�­,* ".,­. - -,i _': , .��, , �1 �,�, ,- I i �..­,,_ _. , "_ � , -!I _ _ . -�;:.' z ."', -.-i' �,,,*�,,� ,�,--- .`��-`.,t - i �1. ,'.1 - , -, , , -,zi ,­�, -�­:'­ -.6'. -- - ---- _ _ �_ � - __ � ___11 t v.*�.,�,�:-`.��­.�- � -. , - , _ ­­ �,`_�,­ _,.-_� OF 4'DECO ................ . -:-�'-�.��n - � _� L � -.1 f , . e . w 11 . .,. . .,. .,. . . . _ SSWR MH BRICK , . ." , - .�v:tl�:�_`_�.-_,�. � 0 �� , , ,� � .: . ,�,. o ,(I s : ;',*z .,.,., � . . . � . . . 1. RIM ELEV= 436.Oi I 1,1��: .".,...'Ilv 1�1"',_111� � ___ _ - - - , `!-.- �,.,':,'-�`,,�-. i �� " ­,"­­ .; 1� ,,., � .. I . - ,�%4 �,::� - -, t:,J��.'!. 'I'<. , � ;.%t t � Z.,�:::.. I �;"­t.`��?�f��_k; - __ -'��,� .� . . . . . ""' " " - ��-,_ � . . . . . . . -<, 7 �,_._ �t` -,:.;�` . . . . . ELECTRIC VEHICLE WALL � I � _ , !;�,,,.�, " �': - '! - '. * - - �.`k. "�, . ... �.,, �:' . ........ __ q�- - �:t­ .--- . " ��?,ff, I 11 .� ., :��, """ _j '­",�,.'-,` �,St-"-.;�, 1 ��"....'��'�'-',,.-.����5�""." -.'_�', __j -'...':...�.,,,.�',.�,��"",.�"f..� ,,t,�;�", �:�,. . ,,t7:,4�',',.-'t� THE LANE TRANSIT DISTRICT MAINTENANCE FACILITY ....... � ­ _­ - ,;�,, ­ ........ j ,� - ­ , � � �­­��,-.,,,-�?�­.�, _- ��L­;� .:&" I %...... ... . . . � . . . . . . I CHARGING STATION ��, - .. -;:`.'.­.­: -i I .. " .. �, ., i :` ` - ... " -. . .� 5" 1 "I _11--. � 'ODEC . . . . ........... / r- FLAG POLE .. - � . .: . �� - . . __�_ "... �­­..' -,�-%.,i-,�-, � ! - .83 .. -;`�-.", * I :, -11. - t� _� �7 ;w LYING IN . . . . ............ �: :, :, - ". '. -� -;t,�.,._.- . . . . . . . . . . . . . . . : : .�:: � " . � .- . :­.,., 11__..;�.�� _11�'1.1111'11- ': , > I .3 .: ., ., .4. �_ �-�� � � , , �,',..,.,��,-,::;­�, _,� . , ( , . .. t".. �_:tl�"'�*,`�,*�' -�'-.� "��*�."�',,��.-'�--�,�,'.,��.'�",�,,-'�t ,,,, ­".'.-j.� --,-1_1._1 . � RIM ELEV= 434.41 � *,"it" " ­ -,- - , - - , -%.�,��.`,'il�',', e: 1, - . . . . . . . . . . . . . . . � I . . . . . . . . . �: � -1 ), ��,�`�.*��, * ..".; ,.-.�­ �", . � .11. .. ­­ - I I . �-� ;�,"'. -"�­-:­ �t,E� ,-."`_- -,, ;,.,., RIN ­ tc:1 ,­ .�V'­',�"' �; , .... ELEV= 43524 - � � . . I . ­ . I , )� - _Z!t7l,1�1'1 1 1� "'., ';i�� ��- ��,- .,,�': ­. � a � , , _�" , *:, .-�r -: _'�,`�' - . . . . . . . .�-.zd� , - .rl..�_� 0 -i - .,'�-'t.,-;-,.,, -'.',`��,T.,, , , - ,.�-.- -7�­ -. .. . .; . - , . j4^ ,7., . I I . . , t� - , , , 4-1 i� , , �'�, 12'DEC"4" -,-`,�._,�, ,' .'.",-. � --, i �,_ I _� 24'EVGR *.*-'.*-*. ­ .... .... " I ��� . , .. 31v­� -�t, -. ,�,--_ - ,z ,� .�-I�,��1�0'1,t� �,�, in,_�,:��. ...-, , , 3 1 y I '.... .......... � . I I . , ­ - , � . . .. . - . �� DI1%c I ";,�,�'--���;-;.'�.--'�,,_�,i",.--.',��,�".', 0- - , � .. . IKE .� . :: . . . . i �...-­­­ : -.':.`�q`;��'.,��,�.`.;�. -0 . . .. : - --- ... .. -.1. ­ 11 ... � I I I I 11 , �,',_':,�';:,-"`� ,..',,,�",�,�',*��".,i",-�-"-,� �-_,'_� * 1-1, , * - - -7V - --i . %..... . ­ - t, .. I -M,,�z' -'­-�� . 1� . , - ., � - �q!q LANDSCAPE ­;`.� --�, '� - -.'�:,-, �""if..,,�� � - �' . �r 0 0 -1.._...% � .%% ........ --.--IF * :�bf�t�:::k-: . : . : .. , __ . ,. _.- .'. . % 0 -I'- N . :LAWN*_*_*_'_*_'_ r i . 0 . . : . RACKS'l ,�,; -�4'� --,��-,`��'-;-,'�,,�,�,�. . I ,wii�.,. .- IT ....... % � I . I ". *.,.,.,. RACKS ... i -:1 *.:: -,,�7777 7 " ­ � - I t, �'. LANDSCAPE . . . . LAWN.. . - 77 777 7 ��,��'.�,�,�':. ;1�.�,2;.� . - I ._ * , , -�­ � , _ - - . . . * I , ,.-.7..,.-�,�."�.-.,-",.%,',,..*, .',z-� - . , ".. '.��x­tt� _ - _ t , ..".... _* . . . ..... xj " - _6. ".., 1, -� �!­ `�;1­� 'i"", ,.,�'-,,..,,.i"."��-�,���--".",.,�,'��,,�,.; : , CITY OF EUGENE, LANE COUNTY, OREGON - . ... ...... � . , .'---'-% .'.'LAWN .- ,.. � " - ��­ I �,��-_�� " �..­ ., , . _., �",!-"".;�';.,,,�-,�""�_,,�-��� .-�--_---,� - , " �- ."-",--,.',.�-��-,��"",�.,�"-', . . �_ _ �,­, . ­ .. I n "�,., �� � � RIM ELEV= 433.93:'�:',:�r.,­, " 1, � - ��` - "' - ­ -, , ­ . . . � I . . . . . . . . ::: i�iv� * .or, .,.,. * I , ..... I . . . . .I. �-,'.'_.-�.' --,'�,,,. ";'.."�, ", -'. .- - ­­ __ �`.%��.`, �,, , ( . . . . ] :-*'-* j .�,�.*"--,.,��.��.,:-t�."",-*'----., .t.`�' ,.: ."'.�,,"." . .7�,,,�-":"�:-�,.':.-,'.'.,��,:;,�;�, --",'�,- -,-� -­- ­`-, ", > "�t.-�,;�-,;-; - . . � - , "; *;�,".,*f, ­­­` ­­, ,­­. '. . .......1 - M . .. . &:. LAWN-::: 4 1****%%%%*** . - -�� -- � `t`,.� . ­ I' �� ., . I . . I I I I I . . � , :, . 1':1 . , . -, , ` . . - 4 �"4,-.',- � , ,..,%_.�,,��.,�­ "�'."�,'.,.�--�!�:'�,.;��",;,.*,.�,, ­.: � �*.-"�,� , - -, - .. - ,1,�_ - - '.',�" :�,..�-'�.__�7?,.�.�Z, " � JULY 29, 2016 4'DECO " " I " - - " . - I . 11 I I I I - - -� . " i ,,!� - " _ t -i `:; -,.'.�.-,�,,--_---.-.�:�'... � � , . " , - * 7���;,:t"..��'�,��.c�,'��..�::��,,,, �­ ;,��, "' .. - ,,%t:,� I ­�. - -�.­_ - , ;��.t;­ - - ":..-, . t� .. -,-. 1,_1 � �.,�:',-.�,'.` � _ � . I , _ p . .- . I , , - i - �� �: ." L--,L,;��. � .. � � , , ::: ­.. '- -,.,--;"-��.,.�*,-,-',',,",-'�,�!.-",���,"'�� - . J ,1,� .,n ", -!--I .� � - .! ,,- .. . .. : - ': � _ - .. : . . .,. I . .. , . ,- -,-,,.�- .;',��-, � � M CB 11 ­ � �­.' - �. ,��,�,n;;:,-, -�-_ ,,��,�i� TELEMETRY . �: , .A � . , : �� � , a . 1. � , . , �:%_,_t_.,.t;' _r,� " - � � ` 7�- -_ ­ -1 ",.7-1, , - I I . - 4 p ­:��:` ."', , -�.'_-�., RIM ELEV= 4 . . - ­ - .._1_-1_,_,_..1 � I -1 .121 _­,. REVISED OCTOBER 28,2016 .1 I ­ I - - ___� , . ���� .,i,�.',�,."'.", -.--', �,� %� ..1. .. . � - ___ , � . .,;,. w, - -1-111.11__- ­.. _-­­�,�­�-�`,� , . -1_ � -, ." - 1, ... � I , - �,-:�;"_'t�,^-_-'5 ­ :: "-,--.. . ... .�.. i"-- - - �_, '. t, r, .., , � � W��,, - " , ��. ­ ­ -.;­�': - -,".t- t", " � �,,.­ I X, -'77,, �,'., ,� , I ; ­.." -r_:_--., ": ", , ,7u-.,. _�__-- ,,'_'-� ""'t - � , " .. `� __ 7 1 .4 . x� . 1� � , __ .,. , * "., ­ " _­ ­­�- , "T'11`,-:.�-ej1"._- -4 , .- - I ',� � '. '' - � . _-.1-1. - �,�.,:;� " ,� -�:, f'.,'.'-,",".-, ,,--,-_-,-":� ,�,,',,,--,,�'.�� ::-,�,--�..-,.�`,' .-,,'-.---�'-,',.;_ ,� " 7Z,77', --,,',',-`,*,:�,*,�.� -, - _ _�, �:� ,t-,'�,;, .4- 4.- - . � Z� -�.:­­.'� � I .-"..-:"-�.*�,,,�-,�'��-�,�,�.�-.,'-�',�',�-'�,,.�,� , , ... - �-,*.',,�!7. "'z��_� ',. __-, " " ­"? - -,-� _, , .�. .. -­�_,, �, 7,�.-, �!�, i,-_ , ... ;� � .. 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I , . , . , 1, I I I ., ,..% �,xt,,�� ,,* -1 � ,� .,, ­ ,. -, �, . � ANTENNA -J LANDSC ,�, . , _ I ­_ , -1_ -11- � ­ _-i�_.,i_.�tl ,� �,�` t"',; I - , " " '_ , ': '­'.' , . �� , - I . .� ­ WDEC �'.,`�,­ 0 1 ir--1 P I 1,..'11_.'1'1'%t`1�__'11` �� . ! : �.-�','- � .�, J." .... . . �, I t � 11�.7Z.",: � 14r. ncrl�z_ _� T 1 4 DEC ... �� ._,��,� _-i' ,� . � .._­ :1: 1�'__ , . 0 . � �, �* x ,� � " I 0 �tc _j 20'DEC < 1� 05 M STRM CB ELEV= 433.81 0 STRM z 0 24"DEC 0 6"DEC, 0 610 0 , , - - , - "" ��'� *,­ _� , - - _ � . ..:` �', � ',� `� -3`;�- - ,17 _ ,:, � -` '-. , , " , 1�`!,;�'� - " .'�'. ','�, - '�' "r -4.`i ,,�� j%7 ­. �' -- �� '.' "�� "ll-, " ��r,.. ." _ .­��*-'RIM ELEV= 433.82, �..�-��,�`,.,,- -,-.`t,"�,,-.�, .", �.'_�t-tt- -,�,,�:�-.­ - - ,�, -�_'��,'�;�,-.-', ,'�`,,'_ �',.'; --,,"�,:�' -.I�`. RIM ELEV= 434.52 "' ­ . 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" f"_ " *f,�`,-_ .�,' `�',"' ,,.�-z�,=,�­­.",' , " - , , " � , , - _� `�, . � , ­- - , - - , , ­ , " ,.,,:,,,-,. STRIVI CB - � - � .t,�,,t�,:�, ­ -t.-..1.-- ­­­ _n',.1.'.* %-`t ...,_�,', . ", -­i,�.�:.",t:.'�t��,�; �,_, �,:_.",,�.,,�,'.,,,,� � T". � � �; -111 , - - - I.- " , " - - -, ­�` " - - ­-,.., -��'�-l'.�.",",-'�,'�--,.-..-,*t -n,-��,:�. ee�. .,;t v� _ , ­�7�:, � ';- ,t�.,-,��!��_,-�.-_ ;.,,� - .�, , , . -1 ­ 11 � 7',`­� ..�'�,'�.-`*_,'.,..,-,-,.--' .;��_'_�,--.- ­` - --.1 . - ­ %. STRM CB _ ,,, , , I I:.,. " - , ,� 'k `�, . -., ",- . , 1,:�� 0 .. .7 .:-,��,,...�.,�,�.-,,,,*��"",-,:�;,�. _, _�� . � - ­­­_'�,";� - � , �:­11� - �t­ , _,,._b113MCB '-. -- B - I "" I., I . - ­­ ­ � -.�'.,�',�-,',�,�.""";",;",�". ,_,:�� ,,,,�. . ­­ �, . .. , �­ , "" - - -""�' � ,,�. ­� .. 7� ` "", -."."*,*-����,��,-*�-,'.�'.*,�""".�,,, " _�_,.­­­ I _,.�-`�__,_ I -� - ­ -_� �`,� i.'�-Z*!, -,�,� �7 -.,-*,, -_,<��* -..,- -:.-. -.;.",*�"",�.-.,*�-,-,<;,,,,,�-,�*."�-',--',',,'.��'��,", � - - * - , '" , - , ----.t­�,'RIM ELEV= ,-:RIM ELEV= 433.34 �� BOX -_.�-�_ -�,�,,, t� - .. -----."--,�­..",t ��7"��%"..".�,-,..��,'i�.,,�� .�,.,�-,�.,�,,��,.�,-,­'.� .. ", " , � . ­` .,��--":-",�l.'.,��-'..�,�"-.",.,�:� `�`�, RIM ELEV= 433.74 -:�­'- - ��, " .�;* -�Z� .� "' ­i,� -.,.- GATE MOTOR ' ",", - , , - ­. -1 " -;t S� .1, , , ,,, , - � ,,,,,.­ _�,,-, , -, , - ; �_ -, �: � , .1_ .?, , , " - " - �.,�� . - ,,.`i, , ' ' _' ,. , , - ,:',�� -,t- ." ­­ � � .�', ,4r-� ", , �. " -�_', .,� .;�--�,�,�,�.'���,,.,-,-�,�".-",��-�.,*�..-,�.:",.""�.,-;*�.;��,�,��;",�.-,�,�,-�.'.-"-, . `�* , , - � "I N*" %111" I I _t:", �.."..�.?��.",�',,,.�,."""..,";.�,,-,.� ' " �, _,__ � _ ` -' _ ,,�-�.�,�.,-�,��.�',,'�-,�.-!',,",...",-� " � - a, �­ 434.93,,�,`,,- __ � ... ., - , , RIM ELEV= 435.95..-'.- 11 , _.­.�;z.'- ,., .", , I ... I - - I . �.':,tl 1-1 � � ,,, .'. ,,',*�..--:t,-:",�,, �.�, . , ­­­ .. . - , � - ­ 5" - , �"-, .- .. "� � ­- - - .- �7:,-- "], .. .., - � , -_�t.',.-��tw,,;,,;, _ -1. I . -_ �� � !�. --�-­-.� , , .- -_ ,�`:­`%'� �tfl­'..`�-% .- _�_ , , � -t. � . � * , ­�4"­ . . ; ,% .,.,.,:, I ;,��*�Z,,,,,,�: :`.�,.­�,� ,',,- I - .11, . 11, It- 'I-,":, _�, 1. " Y"., "', I - ,��; ,--;� "... -, - " T , , , "". ,"; -­ 1, ". " " L_..,_� �, , � ,.�,�:��. 1, * '' I ', . - _ , - � _,:t...�1.­ ,,' �* �, � " ­-�* : �Jt. ,,, " ,,,*, , - ,� ,� ­ , -,:,�,:f-_- �-,--"! ,; .1- -1 .- - ,��,­.�,� -,.',,- ,, -S� �­z _-_�,' - - - -"-------; " � ': ._ ­�­- - �t,',*­­_' -,,, 4. .--�','*-� .". ;� . ­', ., . _�,_,,, .. ­ _ , - -, - " -_ __ I - , - , _ 1, t, a, I � � .. � .,,� _ . � __ - , I_ � . I ­­. I ­ � ." , _,;4�,' - . `Ix i'-1. i �. - . � I ; , i , - - �1� � " . --- ... ­ ___ __, __ -, __ � . �, . ,"t - - 1.11,11,111,11, . .... ... . . .... ....... . . ... � ­� sfaz PIVOT ARCHITECTURE 0 2� A) -;- ­ ... ­ ................................................................. . ............................. . . .... � ...... I....... . . . . ... . . . .......... . . . � . . . . . _......... % . . . . . . . �....:.:... ..'......... � t : g � � ; ........... . .............................. ........... . . . � . . . . . � . . . .:.: ' . . . . . . . . . ............... 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I . . . . . . . . . . . . . . . - I . . . . . . . . . . . � , . . -.1 ,�,, ., .1 t� -11 ­­­....­ ..­;.��:� 1 . � I - . �:.��,� - .. :, " _,.�; _,.�; � _ -, _'. �.,_, - .'. .z��,< "___��,` " .. .1: - _ v t .��, ....'. ��. 1, ­,,.:-­ - ,_� -� �., , , - - , - "" ��'� *,­ _� , - - _ � . ..:` �', � ',� `� -3`;�- - ,17 _ ,:, � -` '-. , , " , 1�`!,;�'� - " .'�'. ','�, - '�' "r -4.`i ,,�� j%7 ­. �' -- �� '.' "�� "ll-, " ��r,.. ." _ .­��*-'RIM ELEV= 433.82, �..�-��,�`,.,,- -,-.`t,"�,,-.�, .", �.'_�t-tt- -,�,,�:�-.­ - - ,�, -�_'��,'�;�,-.-', ,'�`,,'_ �',.'; --,,"�,:�' -.I�`. RIM ELEV= 434.52 "' ­ . '_�-.."`�'�� ,-',�..�i��`,,*Z��..,"" t-,'.; ­_��.*, �� , , _ _'. _ , _�� - � ,,;,: , , ;, _ � � * !� - - , '­ .1 - - -'�­,: .-, �- ; .'-, -'-i:-"-:'�-�-���-.'�,-�.-�.:.��.,:-�--� -- - - - - - - - _��;., , ,,,­�.� ;.,;�­,"'.: .. :t ...... �t� �',�,�',� , ���,;�.,','.��:;:., � , ltl�.,��,___,41 - �:r , � �� 11 _� `%, .- 11 -, 1." 1: '. . .., ­­ ..... � � ) .. � ... , , . � ., *�i.l.��"iZ�;,._*�,,;,,,�-,,�.,,-��,-�,,,�-., , ­�, '--.-1,,;`." �. . � - - , .. - - .,� - STRM MH ._� - I �, �-..���,..,,,-,.-",,�'�"",.-,��-�.!,.-"4,�!!4*..-�,�""". I- _1__-1,_-.. � . * . _,� . . , ... . . , - , , I �,l - ',�"] .. ��. .. N ;,,­ �_­ . � . �,-;�; r.! 'I ��, - "­`�_ .1 -, * 1. __. RI ELEV= 434.121 ,Ia�'11`�* ,6�`� �, It. �. ,_,, �;?-_�i'.!*._"� 1'�'... �, 1 � " �t� . .", �,�,�,',.l �:;��,4,-"";, , 11 .11, �-.'�,: : �,i : �, t � , , 11.11 � , . . - �,. -.,; 1� 1*1 - ", -, N " ;,,� :,,� 1. - 11 0 C ,� �, v._:1't,� -:- - ` *,�.-'.�^,- ,,, 1. . � , � . I I . . , .-,_,L_ � . 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It ., - , - " " I F c . �,__ � I-;- � ...... , .�� - - ... � ". , , , ., , . . . .11 .� .. _. �-, , - , I ­_ . a 0 0 0 . !, �! ­� � : .. ,�,,.­,... 8" DEC DEC C I . .. . _1 J., ��,�----- a ro., I 'DEC A ?L"DEG � �� Y 12'DE 12'DEC -1 . . . . . . � 'All co STRM MH RIM ELEV= 0 , 2 :'­­`­­­ ­­:'.'�`,_' %,_�._�-:t&-:��`tt-7,, '�,,,�:,;':!'�.,,�,-_,z-'.-.;�,�',��,-��'..�."�;�,',�': I I., _­­ " - � , - - ,; -.,,_�.'.��- E44�. , _��, , , , , , , �- -. -. ��. -, - " �;!�:, -.!, ; , - _ _ _ ��.'�',�l-.--����".-.��-l-,�-.����'�-"�'--'.�,'�-.'� ,z, .-,;,4��."-,�,':,�"'�-��'��,�-�,�---����-,--E.,.."-..', - - --- ' � . - -�,-_8�,--',,��;",z _.,i�,,�, ";, ., . , ­�.'::� � - , , 't "_ - " , � - ", , '- -, ' `,� " .-' ,� ,��!";", ­,� " *�� ", .-' t .�,t��:�'_., , _�.'t , - ��--f`,' *%,!�,'.-*��,.',�,'���,-'�',.�'�"','.'7 -�,` --; ,,',',!,� .',.,�,',.',i��,-�.,,,..,.,,-�,-�,.,Y"�-,: . ,--�­-,--.-� -.� �,z-,--�,,�,*..- ;! -,','­,-i�i,'-��. .,. ­. -, �� ' * ­­ � - - � - - " ,.-,'�L�"',*"��,-�'�',,,;'�-;'.�*�;-�-'!,'.�.�."��,', GATE KEYPAD --,j�',�. . " f"_ " *f,�`,-_ .�,' `�',"' ,,.�-z�,=,�­­.",' , " - , , " � , , - _� `�, . � , ­- - , - - , , ­ , " ,.,,:,,,-,. STRIVI CB - � - � .t,�,,t�,:�, ­ -t.-..1.-- ­­­ _n',.1.'.* %-`t ...,_�,', . ", -­i,�.�:.",t:.'�t��,�; �,_, �,:_.",,�.,,�,'.,,,,� � T". � � �; -111 , - - - I.- " , " - - -, ­�` " - - ­-,.., -��'�-l'.�.",",-'�,'�--,.-..-,*t -n,-��,:�. ee�. .,;t v� _ , ­�7�:, � ';- ,t�.,-,��!��_,-�.-_ ;.,,� - .�, , , . -1 ­ 11 � 7',`­� ..�'�,'�.-`*_,'.,..,-,-,.--' .;��_'_�,--.- ­` - --.1 . - ­ %. STRM CB _ ,,, , , I I:.,. " - , ,� 'k `�, . -., ",- . , 1,:�� 0 .. .7 .:-,��,,...�.,�,�.-,,,,*��"",-,:�;,�. _, _�� . � - ­­­_'�,";� - � , �:­11� - �t­ , _,,._b113MCB '-. -- B - I "" I., I . - ­­ ­ � -.�'.,�',�-,',�,�.""";",;",�". ,_,:�� ,,,,�. . ­­ �, . .. , �­ , "" - - -""�' � ,,�. ­� .. 7� ` "", -."."*,*-����,��,-*�-,'.�'.*,�""".�,,, " _�_,.­­­ I _,.�-`�__,_ I -� - ­ -_� �`,� i.'�-Z*!, -,�,� �7 -.,-*,, -_,<��* -..,- -:.-. -.;.",*�"",�.-.,*�-,-,<;,,,,,�-,�*."�-',--',',,'.��'��,", � - - * - , '" , - , ----.t­�,'RIM ELEV= ,-:RIM ELEV= 433.34 �� BOX -_.�-�_ -�,�,,, t� - .. -----."--,�­..",t ��7"��%"..".�,-,..��,'i�.,,�� .�,.,�-,�.,�,,��,.�,-,­'.� .. ", " , � . ­` .,��--":-",�l.'.,��-'..�,�"-.",.,�:� `�`�, RIM ELEV= 433.74 -:�­'- - ��, " .�;* -�Z� .� "' ­i,� -.,.- GATE MOTOR ' ",", - , , - ­. -1 " -;t S� .1, , , ,,, , - � ,,,,,.­ _�,,-, , -, , - ; �_ -, �: � , .1_ .?, , , " - " - �.,�� . - ,,.`i, , ' ' _' ,. , , - ,:',�� -,t- ." ­­ � � .�', ,4r-� ", , �. 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" " L_..,_� �, , � ,.�,�:��. 1, * '' I ', . - _ , - � _,:t...�1.­ ,,' �* �, � " ­-�* : �Jt. ,,, " ,,,*, , - ,� ,� ­ , -,:,�,:f-_- �-,--"! ,; .1- -1 .- - ,��,­.�,� -,.',,- ,, -S� �­z _-_�,' - - - -"-------; " � ': ._ ­�­- - �t,',*­­_' -,,, 4. .--�','*-� .". ;� . ­', ., . _�,_,,, .. ­ _ , - -, - " -_ __ I - , - , _ 1, t, a, I � � .. � .,,� _ . � __ - , I_ � . I ­­. I ­ � ." , _,;4�,' - . `Ix i'-1. i �. - . � I ; , i , - - �1� � " . --- ... ­ ___ __, __ -, __ � . �, . ,"t - - 1.11,11,111,11, . .... ... . . .... ....... . . ... � ­� sfaz PIVOT ARCHITECTURE 0 2� A) -;- ­ ... ­ ................................................................. . ............................. . . .... � ...... I....... . . . . ... . . . .......... . . . � . . . . . _......... % . . . . . . . �....:.:... ..'......... � t : g � � ; ........... . .............................. ........... . . . � . . . . . � . . . .:.: ' . . . . . . . . . ............... 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I- tl,1111-_�:,,��1*7z�ll �,,��il��`._,'_11 "', ­��,.-.','�., ­ ,; .LANDSCAPE 0 0 0 0 0 0 4"' EC 24* DEC 16"DEC 16"DEC 0 12, DEC 24"DEC 4 � � 0 121 DEC 12"DEC 12'DEC � � 0 12' DEC ,, ,�., :11, , , ,.�, �­ s ;: .. 6.� - .­­ ­ :. . � , . �, . , , -1 -11, I : . . . . . . I � . ,L.,�.jw I ,�, .f. --- - -, . .., -, . I ba.,. L � :,..,w:v -. - 17. .. . , � . . .. . . , , .1". . � I I _ _ p � - 11. , . . , . .1 - y.� , . i :, - � : 11111-11".0111., ` .1 j I.' �� . . - 1;�� . .1 7�'�' - � w w ; ... � , � - � v �, . . - ­ ,. ,v :1. (..,.,� . ..""A I - , - _G . , - ! * . . , `e,-� - �. ,e�p,,- W, .: I ��� - ­ � ig, :*PUBLIC §iDEWALK I ­ _ w .1 .;L� I - & .. ., , .. * �1.1 � . - I I . ­ � � : ­ . . - __ .. , .. , , * , , .. .. , - ­­, : ,t: :� � �-,� klrv� � ' ... ­ � t � � LTD ENTRANCE A,� � � . I � , GATE KEYPAD I � .... _. !��,, �', "' !AL .!� " �:� . , � . � � . 7. I �. . " 9. I I BOX SIGN . I ;"���������,,����:''��l�"���������������ll�����������������������ll,��������lill����ll,���� � I ! Ill � I,, III! � I :1111 I I . I I � I � I 1. I . . ­ ­ .- . SCALE: 1" = 20' 15 DEC �� LANDSCAPE 1_%�� r 0 -) 6"DEG 0 EVGR LANDSCAPE SCALE 1 $19 =30 .. 4"OECO ' 4'DECO ( � LANDSCAPE lti , .- 0 0 0 0____C_�� "... 4 6. , , :: , . ..''.. S , - " " .. .. ­... 7-. ,�,�.�, .. I 1.:, , , .. I t . � I. .: ­ . �'.. ... �. , .w:- .. " v v, ." ." : 1: � . - I .:: � ��-` I.' �: .1 -,_ABLIC SIDEWALK , , . ­ I.... . .v �-,'.- ,� .. V'�'. , -,' 1. I I . V . I . .. . MISCELLANEOUS NOTES: 1. REFER TO SHEET 1 FOR LEGEND, MISCELLANEOUS NOTES, AND METADATA. 2. CONCRETE PAVEMENT PANELS SHOWN HEREON ARE AS MEASURED IN THE FIELD. PANELS VARY IN SIZE AND ASSOCIATED EXPANSION JOINTS VARY IN WIDTH. 75_51�1_11,11�_V,141 �ni_ I p I 9 1, i g I B EGrouv,N2 I *xrl p il� i 1. �� -1 �� "I'll , 't'... 1 Engineering I SuR,eying I Consulting GATE -1 --_1 I � 0 CLIENT: =. 9. =) 0 PIVOT ARCHITECTURE 0 2� A) -;- REGISTERED . 0 c: (= a 10 PRO �_ PROJECT LOCATION: u -< ;,;D AA'N —EUGENE, OREGON B . , 0 9 Cn� 0 PROJECT NO: DRAWING: r"15 0 <= :121' 9700-002-15 97WO02-15 LTD C" 10 OREGON -BASE �� N ARY 9, 0 DRAWN: FIELD: SCALE : . . i S. MON YA 78508 All ob SBR 1"=30' tAt-IKLZ:) DECEMBER 31, 2016 APPVD: CHK: SHEET: h te I copq 2 OF 21 J'M ism S2 __ _________ mmw"� ��, I - I i jyp?"1(p-oo052,_ I �k, F (OA ko, f,w u V� I wL TWA 501 N SAY ((X I P� �- 0 � 0- I O 0 w h z Ix (L PLANT SCHEDULE KEY I QTY. I BOTANICAL NAME ICOMMONNAME I MIN. SIZE I COMMENTS TREES ACG 3 Acer griseum Paper Bark Maple 8' ht. multi stem, B&B, matching, full CECF 2 Cercis canadensis'Forest Pansy Forest Pansy Red bud 8' ht. single stem, B&B, matching, full NYS 5 Nyssa sylvatica Black Tupelo 2" cal. Matching, full, B&B TPH 8 Thuja plicata 'Hogan' Hogan Red Cedar 8' ht. Matching, full, B&B ZSGV 1 Zelkova serrata 'Green Vase' Green Vase Zelkova 2" cal. Matching, limbed up to approx. 6 ft. SHRUBS EUAC 17 Euonymus aiata'Compacta' Compact Burning Bush 5 gal. matching, full ICC 5 illex crenata'Compacta' Japanese Holly 3 gal. matching, full MC 15 Myrica californica Pacific Wax Myrtle 5 gal. matching, full NADF 32 Nandina domestica 'Fire Power' Fire Power Nandina 3 gal. matching, full PHC 3 Physocarpus capitatus Pacific Nine Bark 5 gal. Matching, full PLO 53 Prunus laurocerasus'Oito Luyken' Otto Luyken English Laurel 5 gal. matching, full RU 10 Rhododendron 'Unique Unique Rhododendron 5 gal. matching, full SPA 10 Spiraea japonica 'Anthony Waterer' Anthony Waterer Spiraea 3 gal. matching, full SPLM 64 Spiraea japonica'Limemound' Limemound Spiraea 3 gal. matching, full VID 134 Viburnum davidii David Viburnum 3 gal. matching, full VITS 23 Viburnum tinus'Spring Bouquet' Spring Bouquet Viburnum 5 gal. matching, full GROUNDCOVERS AND PERENNIALS AUU 24" o.c. Arctostaphylos uva-ursi Kinnikinnick 1 gal. matching, full MAN 24" o.c. Mahonia nervosa Long Leaf Mahonia 1 gal. full NAK 12 Narcissus'King Alfred' King Alfred Daffodil bulb matching, full PEAH 7 Pennisetum alopercuroides'Hameln' Hameln Fountain Grass 1 gal. matching, full PLMV 24" o.c. Prunus laurocerasus'Mount Vemon' Mount Vemon Laurel 1 gal. matching, full RFG 12 1 Rudbeckia fulgida 'Goldsturm' Goldsturm Black -Eyed Susan 1 gal. 15" o.c. RAIN GARDEN PLANT SCHEDULE (697 SF) TYPE III PLANTING KEY I QTY. I BOTANICAL NAME ICOMMONNAME I MIN. SIZE I COMMENTS TREES (3 REQUIRED) I ALR 14 1 Ainus rhombifolia White Aider 12- cat Matching LARGE SHRUBS (14 REQUIRED) COSA 15 Cornus sericea 'Alba' Alba Red -Osier Dogwood 3 gal. matching, full SPD 18 Spiraea douglasii Western spiraea 13 gaL I matching, full SMALL SHRUBS (28 REQUIRED) COSK 30 1 Cornus sericea'Keiseyi' Dwarf Redtwig Dogwood 1 gal. matching, full MAA 115 1 Mahonia auquifolium Oregon Grape 1 gal. matching, full GROUNDCOVER PLANTS ,,AM 12" o.c. Carex morrowii'tce Dance' ice Dance Sedge 4" pots matching, full ',AO 12" o.c. Carex obnupta Slough Sedge 4" pots matching, full IUP 12" O.C. Juncus patens Spreading Rush 4" pots matching, full INFILTRATION SWALE (1114 SF) TYPE III PLANTING KEY I QTY. I BOTANICAL NAME COMMON NAME MIN. SIZE I COMMENTS TREES 5 REQUIRED 14R 15 1 Ainus rhombifolia I White Aider 12" cal. Matching LARGE SHRUBS (23 REQUIRED) COSI 113 1 Cornus sericea'Isanti' Isanti Red -Osier Dogwood 13 galmatching, full SPD 110 1 Spiraea dougiasii Western spiraea 13 gal* I matching, full SMALL SHRUBS (46 REQUIRED) COSK 45 Cornus sericea 'Kelseyi' Dwarf Redtwig Dogwood 1 gal. matching, full SYA 18 Symphoricarpos albus Snowberry 1 gal. matching, full GROUNDCOVER PLANTS ;,AM 12" o.c. Carex morrowii 'ice Dance' Ice Dance Sedge 4" pots matching, full -AO 12" o.c. Icarexobnupta Slough Sedge 4" pots matching, full )UP 12" o.c. Juncus patens Spreading Rush 4" pots matching, full GENERAL NOTES: 1. SEE TOPOGRAPHIC SURVEY FOR EXISTING CONDITIONS AND UTILITY INFORMATION. 2. SEE SHEET L200 FOR IRRIGATION PLAN. 3. SEE SHEET L300 FOR LANDSCAPE & IRRIGATION DETAILS. 4. SEE SPECIFICATIONS FOR PLANTING, IRRIGATION AND LANDSCAPE PRODUCT INFORMATION. 5. SEE SPECIFICATIONS FOR REQUIRED INSPECTIONS. 6. SEE CIVIL ENGINEER'S PLANS FOR PARKING LOT DIMENSIONING, GRADING AND UTILITY WORK. 7. SEE ARCHITECTURAL SITE PLAN FOR OVERALL SITE LAYOUT. 8. NOTIFY LANDSCAPE ARCHITECT UPON DISCOVERY OF ANY DISCREPANCIES IN DIMENSIONS, LOCATIONS OR OTHER CONDITIONS. 9. ALL LANDSCAPE AREAS WITHOUT PLANTS ARE TO RECEIVE 3" MULCH TYP. 10. PROVIDE 6" DEPTH, 3/4" OPEN CRUSHED ROCK AT ALL GRAVEL AREAS ADJACENT TO THE BUILDING AND INDICATED ON THIS PLAN. PROVIDE 2" X 8" RECYCLED PLASTIC EDGING BETWEEN GRAVEL AND ADJACENT LANDSCAPE AREAS. PROVIDE FILTER FABRIC BENEATH ALL GRAVEL AREAS. AT BUILDING SIDING (AT ENTRY AREA) CAP SPECIFIED GRAVEL WITH 2" DEPTH, 3/4" OPEN RAINBOW ROCK (FROM LANE FOREST PRODUCTS OR APPROVED). H E N D E R S 0 N PLANTING LEGEND AVENUE • DECIDUOUS TREES Q GROUNDCOVER QPERENNIALS CONIFER TREES GROUNDCOVERAT 1: TORMWA ER PLANTER + EX. TREE TO REMAIN IC TABLE WNER I ONLY M --i 9 M z C M 0 4 8 16 32 64 SCALE: 1/16" = V-0" D 171 S� s r David J. Dou erty OREGON i Opp Ag� DOUGHERTY LANDSCAPE I ARCHITECTS 474 Willamette Street Suite 305 Eugene, Oregon 97401 P 541.683.5803 F 541.683.8183 I www.DLAdesign.com I C/) i w O °W ® w - z F- ° Q Q Uz U reo w U>� �z W I— w w �Q U o �ti :5; U � LL 0 wd W JM J z J CL CL Q U z Q 5u�t OLam- 4 -67c --w -v-�-aAc, - ic- -v--aASvv iii s -m Cit"_ u; N O in06 5: o w � r 1 ,J w w D F- U w U a a 0 N u.i LL 2 0 LL 0 0 w I - z w a 0 w Q w Q U LL O LL J Q w w r x r r LL O ulQ U 0) LEO ENP ® AUTOMATIC CONTROL VALVE - HUNTER ICV &-,W ISOLATION VALVE - NIBCO T113 0 AUTOMATIC CONTROLLER - RAIN BIRD ESP8LXME N BACK FLOW PREVENTER - EXISTING TO REMAIN - CONTRACTOR TO CONFIRM OPERATION ® WATER METER - EXISTING TO REMAIN FNRAIN SENSOR - HUNTER WIRELESS RAIN-CLIK LATERAL LINE (CLASS 200 PVC) EXISTING IRRIGATION MAINLINE - 3" THROUGHOUT NEW IRRIGATION MAINLINE (SCH 40 PVC) 2" THROUGHOUT PLANT BED EDGE IRRIGATION SLEEVE (6" UNLESS OTHERWISE NOTED) 1 ROTARY NOZZLE AND SIZE IRRIGATION VALVE NUMBER (5 } IRRIGATION ZONE NUMBER GENERAL IRRIGATION NOTES 1. CONVENE ON-SITE MEETING WITH LANDSCAPE ARCHITECT, OWNER'S REPRESENTATIVE, IRRIGATION CONTRACTOR AND GENERAL CONTRACTOR PRIOR TO STARTING ANY IRRIGATION WORK. 2. CONTRACTOR TO CONFIRM METER SIZE AND LOCATION. CONTRACTOR TO CONFIRM IRRIGATION BACKFLOW PREVENTER SIZE, LOCATION AND COMPLIANCE WITH ALL CODE REQUIREMENTS. NOTIFY LANDSCAPE ARCHITECT OF ANY PROBLEMS WITH EXISTING IRRIGATION COMPONENTS TO REMAIN. 3. COORDINATE CONNECTION TO EXISTING MAINLINE WITH OWNER. DO NOT DISRUPT WATER SERVICE WITHOUT PROVIDING PRIOR NOTIFICATION TO OWNER. 4. VERIFY LOCATIONS OF EXISTING UTILITIES AND PROTECT DURING CONSTRUCTION. 5. CONTRACTOR TO VERIFY PLANT LOCATIONS PRIOR TO VALVE BOX INSTALLATION TO AVOID CONFLICTS. CONFLICTING HARDWARE WILL BE RELOCATED AT CONTRACTORS EXPENSE. 6. IRRIGATION LAYOUT IS DIAGRAMMATIC. WHERE PIPING OR EQUIPMENT ARE SHOWN IN PAVING FOR GRAPHIC CLARITY, EQUIPMENT IS TO BE LOCATED IN ADJACENT LANDSCAPE AREAS. 7. CONTRACTOR TO VERIFY SLEEVING AS SHOWN IS SUFFICIENT TO INSTALL SYSTEM INCLUDING SPARE WIRES. CONTRACTOR RESPONSIBLE FOR PROVIDING ADDITIONAL SLEEVING IF NECESSARY. 8. ADJUST HEAD RADII AND MAKE MINOR LAYOUT ADJUSTMENTS AS NEEDED TO MINIMIZE OVERSPRAY ONTO ADJACENT PAVING AND STRUCTURES WHILE ACHIEVING FULL AND EVEN COVERAGE. 9. SLEEVING TO BE INSTALLED AT SPECIFIED DEPTH. 10. SIZE PIPE PER CHART. CONTRACTOR TO VERIFY MAX. VELOCITY OF 5' PER SECOND. 11. RAIN SENSOR TO BE LOCATED ON HOTTEST, OPEN EXPOSURE OF BUILDING FACE. DO NOT LOCATE UNDER BUILDING SAVE. 12. SEE CIVIL ENGINEERING DRAWINGS FOR LANDSCAPE AREA GRADING. 13. SEE SHEET L300 FOR IRRIGATION DETAILS. 14. SEE SHEET L100 FOR PLANTING LAYOUT. 15. SEE SPECIFICATIONS FOR ADDITIONAL IRRIGATION SYSTEM REQUIREMENTS. 1. PROVIDE AND INSTALL SPECIFIED ISOLATION VALVE IMMEDIATELY UPSTREAM OF EACH AUTOMATIC CONTROL VALVE (SEE DETAILS SHEET L3). 2. PROVIDE AND INSTALL SPECIFIED ID TAGS AT EACH AUTOMATIC CONTROL VALVE ASSEMBLY. 3. PROVIDE AND INSTALL ONE SPARE WIRE FOR EACH AUTOMATIC CONTROL VALVE. 4. CONTROL WIRES NOT IMMEDIATELY ADJACENT TO MAINLINE PIPING TO BE INSTALLED IN CONDUIT. 5. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. EXISTING VEGETATION PROTECTION NOTES 1. HAND EXCAVATE WITHIN VICINITY OF EXISTING UTILITIES TO REMAIN. 2. PROTECT ROOT ZONE AND PLANT STRUCTURE OF ALL EXISTING TREES, SHRUBS AND GROUNDCOVERS 3. CONSULT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO PRUNING. 4. HAND TRENCH THROUGH ROOT ZONE OF EXISTING TREES AND SHRUBS TO REMAIN. TUNNEL BELOW SIGNIFICANT ROOTS. CUT NO ROOT LARGER THAN 2" DIAMETER WITHOUT WRITTEN PERMISSION FROM OWNERS AUTHORIZED REPRESENTATIVE. PIPE SIZING CHART HEAD SCHEDULE MAXIMUM FLOW RATES FOR LATERAL PIPING PIPE SIZE FLOW G.P.M. 3/4" 10 1" 16 1 - 1/4" 26 1 -1 /2" 35 2" 50 r ■ D C m z C m 279E �+ r David J. Do�erty[-i OREGON E 01 6� ►AAINLINE <. 220' OF NEW E ALONG E. 14TH) AAINLINE IBLE NEW MAINLINE ION (IF NEEDED DUE TO VALK CONSTRUCTION) (ISTING TO REMAIN SYMBOL MAKE MODEL NOZZLE PSI GPM ®i 0 0 HUNTER PROS -06 -PRS -40 MP1000 40 VARIES i A :: HUNTER PROS -06 -PRS -40 MP2000 40 VARIES SR SR SR SR • • A • HUNTER PROS -06 -PRS -40 MPSR 40 VARIES r HUNTER PROS -06 -PRS -40 MP SIDE STRIP 40 .44 0 HUNTER PROS -06 -PRS -40 MP LEFT/RIGHT 140 .22 6. HUNTER PROS -06 -PRS -40 MP CORNER I 40 .19 VALVE SCHEDULE ZONE AREA HEAD PSI GPM SIZE 1. INFILTRATION SWALE PROS -06 -PRS -40 40 13.37 1" 2. PARKING LOT AND ENTRY PROS -06 -PRS -40 40 6.35 1" 3. BUILDING SOUTH AND EAST PL PROS -06 -PRS -40 40 10.21 1" 4. RAIN GARDEN PROS -06 -PRS -40 40 5.46 1" 5. NORTH PL AND WEST PLANT BED PROS -06 -PRS -40 40 13.88 1" 6. BUILDING NORTH AND EAST PROS -06 -PRS -40 40 5.00 1" 7-8 SPARE 0 4 8 16 32 64 SCALE: 1/16" = 1'-0" Zttp_ooS"z SUS PlGa� �vlcw 0j Li of 1g -j DOUGHERTY LANDSCAPE ARCHITECTS 474 Willamette Street Suite 305 Eugene, Oregon 97401 P 541.683.5803 F 541.683.8183 www.DLAdesign.com U) F- W ❑ U O O U U) O 0 O O 66 Z: 0 W 502 Z w 0 w a z 0 LLL 0U w VwQ z 0- w u1 U) Lg' w ❑w W F w zQ U IL Wa C)Zw o 0 J M J 0 N 00 0 w h U w h_ z U Q F- 0 0 C) N �o �z coW Y .1 Q M 00 T - w LLI Q d � H N w cp w O r N x z`— o u- a O LL, hw z —j a.Q i- € E II i, I +'APPROXIMATE WATER , _. w . S E " _.. ;- RVICE POC 1 NEW 4' CLEANOUT CONNECT TO EXIST 4' SEWER i { _ 12" X 12" CONCRETE COLLAR t S i _ ff( , k a � _ , j E-433 8+ iry . { ► - ;- END FORCEMAIN BEGIN GRAVITY _ d INSTALL 3" X 4" REDUCER I 3 • "J d . af' - { . C S+f' .4 i i,#^= � � f if it ik( 1 { I t} }i ST R M'G () A e S f * I E Sit" A _ ( s I i 1113. 1 irEL1> ?i � . s- j'RINf ce FROM 'i' -'E 6 11 1 E a DESIGNFtCDESIGN Ci. ff t 4 ��Ex �a .~F EX RE� 302 LF Rfvl=435-42 f d + i I y 3 SANITARY SEWER i h Ii cX 2� F fF: i3�1- 32 �€ , � §r � RINI = 3--Ui/ n 2f X32,. X i r€_ 5 432. 2 _ EX Fl. "' I1) - _"15 F = FO I�}fxr��; �z-1 FXR:, .8 RCE MAIN 1<' I tx(13}= e32.10 ' EX i? r tai ±= 31,3 ..... _._. -.__ ._..... .. `p EX i2"A- { iN' ` k1 3 7 {{ jg 9 }}i •} i 83 C``J & , & Ni �� __i-- --� _ _ ' E �.. , t� ': �il 1 i '3£1.29 ` i p _I.. j j ,dry $$ R 3 i 11111 b A a � R � E I� rim — Ji 1 t 7# k j 3 t i } Io # 3t r-. ui ' _..{.... ...y,., JI r 5 ¢ t p f : $ ,f r it w 4 LF 2 WATER j t f e, ? �, > � i a �"- r � i a s � ', ! i 1 i €'" . ' � . � _ f. a .. � � � f � I � I � f f � �`` f � 36 SERVICE CONNECTION f�It I s -aq , a CONNECT TO EXIST MH .. W 10" (E) IE=431.85 ' 10" (N&S) IE=431.75 ' 12" (W)=43 1.75 12�� � � ATRIUM OVERFLOW / f it "�I �: DRAIN q.A RIM=433.06 f € ,z F-.) RAIN GARDEN FG=432.31Slffl' { r f f I , RN1 MH � = 32 2 i u I f RisviESE°J 434.6�a a RIM E� }f � 2{ �, m � ��� m. I 8 (SW) IE 4 0 s 3( —. 34,.;0 �TWJI N. fix, 1,33. 3 FRUN4 DESIGN -IRO 1 DESIGN F � S ' > t � , t_- F � # i ) p[ e �_ .au.sr IE MIN=433.26 k { 7 £ 3 I 3 f t '}fT[i`t`i '4 .V�� a h ,f t {tis t: f -,.=4' i a WA 43 86 11 'CAU I s 0 FL, -432.71 . of a _ 1 0"xU" �c ! ; ,0 Fi r � s i. , M �.�� ,:. WYE � �� 86 LF 8 DI €- � I W s 12 F! (`4'`a I=w £; - 42.5'v =432.V0 'U� }. k. ? J !j.-='i.a' .2510 e� F3�I�� �,� 0 VALVE BOX fm. RIM -434.8 ___.__o-_._____._ .-, \ i , i SEE MECHANICAL { i k , G . r l ; : 158 LF soSD-- SO5 E F i _ F^ DITCH . INFILTRATION NEW 48 MH 3 1 I 0 DI ', ' FG=434.9±so o_ " A . r SEWER EJECTOR PUMP SYSTEM DEPTH 0.33' `.. \ % 4. _ S— ,,� , , 1 ; - C005 to RANGARDEN,yq RIM 434.8 , 0 I \4" IE=430.77 RM DITCH.,...,. 14 LF $ STORM g o SEE MECHANICAL = -E 0 " 1 a ; 3 FG -432.2_ TALL 2 j ' \ DEPTH 1.85`ABOVE FG c ? 12 LF 4" SANITARY SEWER @ 2° 12 LF 2" VENT PIPE 0 v 8x4 FLG TAPPING SLEEVE L '., 0005 WiTHRUST BLOCK CD 8" FL X MJ TAPPING VALVE TOP SERVICE CONNECTION rr ____- _____ DOWN SPOUT OW PROTECTION IN BUILDING _ CONVEYANCE DITCH__._. SWALE ti- � ,:s �, t o SEE ARCH. € � SEE MECHANICAL S-0.5 /o _ ______.FG -432.2± .-- - Y_. _ :ww ; _ "::e:rW a::::.ry — m z1. _ ___ ..... g HOSE BIBB SEE __._._. _. __ __ __»__w __- 25 LF 4" DIP FIRE SERVICE _._ . .__.__..____.____._ __.____ PLUMBING ...______..._ ___....._____ . __� C005 a BACKFLOW PROTECTION IN BUILDING SEE MECHANICAL it SEE PLUMBING z '{ :.: _.. vo ` FOR CONTINUATION X� IE MIN -433.25 FOOTING DRAIN f � _....... .._ __ _._ .__ _ __ f �_»_ w_» __. ___ ..__ __..__. _ __ _.. _: _._ _� ._ _ , _ -_. _.v .__ __. __. m._ _ _ m _ _». -_ 12" ATRIUM OVERFLOW DRAIN_ __ _..___. __ -__ ._,_ ___ __ _ __ _._ _.__ ._ __ ._. _. SEE ARCH. RIM=433.15 910 SF VEGETATED SWALE _ _ FG=432.15 INFILTRATION SWALE FG=432.46± FM CREW BUILDING HENDERSON AVE. 10" IE (W)=432.32 SEE ARCH. - ---- ---- - 1-- E -U (ap�j "y�fP2lla-cY�D52 5 t�f, PIG�vC 1kvi ew r' f i i Dai Received: NOV 10 2016 SCALE 30 0 15 30 60 ( FEET ) 1 INCH = 30 FT. w�SrYLA�a- 0 PROF 1:DC_ EXPIRES: 12/31/2017 6 z 0 w o 0 O h � Q 0 t7 z z 0 w d 0 0 0 1-- w 0 (=j z Z O p ° w C) Z I-- 0 J F- �w m UU)L tL' 0 z W I_— W to to Q Q� 0 �./ F- LjLw wQ p C) Q (=) E-- J ce) J 6 z 0 w o 0 O h � Q 0 t7 z z 0 w d 0 0 0 w a-, D w X C) 0 C14 ui U. 2 0 0� LL 2 CL 00 to 0 0 w z w a - UL W LIJ x LL 01 WT AND FILLS SUMMARY '_'UTS: 4000 CY (1800 BUS LOT, 2200 BUILDING) FILLS: NO IMPORTED FILLS REQUIRED Point Table Point # Northing Easting Elevation Description 1 107207.90 197540.16 434.04 FL OF CURB 2 107209.39 197581.83 433.77 VALLEY 3 107209.38 197647.83 434.10 FL OF CURB 4 107189.38 197647.82 434.15 FL OF CURB 5 107189.38 197655.82 434.19 FL OF CURB 6 107159.38 197655.82 434.41 FL OF CURB 7 107159.38 197647.82 434.37 FL OF CURB 8 107139.38 197647.82 434.44 FL OF CURB 9 107139.39 197581.83 434.11 VALLEY 10 107139.39 197587.83 434.14 FL OF CURB 11 106770.38 197587.84 434.60 FL OF CURB 12 106769.93 197539.10 435.10 FL OF CURB 13 106827.30 197538.97 434.79 FG 14 106827.30 197587.83 434.30 FG 15 106896.30 197538.82 435.48 FG 16 106896.30 197587.83 434.99 FG 17 106955.30 197538.70 434.95 FG 18 106955.30 197587.83 434.46 FG 19 107015.30 197538.57 435.35 FG 20 107015.30 197587.83 434.86 FG 21 107069.80 197538.45 434.27 FG 22 107069.80 197587.83 433.78 FG 23 107139.39 197538.30 434.33 FG Point Table Point # Northing Easting Elevation Description 30 106765.88 197587.88 435.16 SIDEWALK 31 106765.42 197538.69 435.66 SIDEWALK 32 107209.40 197539.69 434.54 SIDEWALK 33 107215.87 197540.19 434.50 SIDEWALK 34 107214.88 197648.33 434.65 SIDEWALK 35 107214.89 197609.06 434.40 SIDEWALK 36 107214.89 197599.58 434.35 SIDEWALK 37 107230.48 197593.59 434.40 SIDEWALK 38 107239.30 197599.69 434.48 SIDEWALK 39 107232.83 197584.37 434.30 SIDEWALK 40 107236.13 197591.42 434.48 SIDEWALK 41 107265.21 197571.94 434.12 SIDEWALK 42 107267.08 197571.22 434.15 SIDEWALK 43 107252.98 1 197540.07 434.45 SIDEWALK 44 107255.12 197540.07 434.45 SIDEWALK 45 107299.92 197558.62 434.35 SIDEWALK 46 107306.72 197576.36 434.50 SIDEWALK 47 107292.72 197581.73 434.40 SIDEWALK 48 107287.70 197568.66 434.30 SIDEWALK 49 107283.04 197570.45 434.25 SIDEWALK 50 107278.37 197572.25 434.22 SIDEWALK 51 107297.41 197621.84 434.35 SIDEWALK 52 107290.12 197624.64 434.48 SIDEWALK 53 107292.99 197632.10 434.48 SIDEWALK 54 107304.94 197627.52 434.30 SIDEWALK 55 107235.61 197591.62 434.50 SIDEWALK 56 107234.62 1 197589.04 434.35 SIDEWALK 57 107214.39 197551.69 434.52 SIDEWALK 58 107214.87 197582.66 434.00 SIDEWALK EXISTING GROUND LINE 440 FINISHED GRAD = 430 1.0% SECTION SCALE: 1"=10' CONVEYANCE DITCH SEE SHEET C5 SCALE 10 0 5 10 20 6m FEET 1 INCH = 10 FT. WIDTH VARIES SLOPE TO DRAIN SEE PLAN 4" CONCRETE SIDEWALK 4" COMPACTED AGGREGATE BASE SECTION SCALE: 1/2"=1'-0" SCALE 2 0 1 2 4 6m (FEET) 1/2 INCH = 1 FOOT NOTES: 1. SIDE GRADES MUST COMPLY WITH ADA AM REQUIREMENTS. CONTRACTOR AND INSPECTOR SCALE SHALL CONFIRM SET GRADES PRIOR TO 30 0 15 30 60 - - - - - - - GRADE BREAK CONCRETE PLACEMENT. P WN V_w_6w I MNOW N 5 � u ( E 1 INCH 30 FT. r_1 gPROF - 'zo 1 N 413PE- JEXPIRES: 12/31/2017 1 a z w 75 0 0 z 0 co z 0 0 0 0 0- C> T_ z 0 z w 6i z 0 ui w w F_ U) 0 z 0 z Z 0 Lij F- C� w z ry Lu M F- 0 :5 u) w 3: Lu 5 LLJ Zw 0Q U Q=ti ryF- LL F- CO UJ < 0 w z (:) I- < c' _j (-5 u') _j z W w Z 6i 0 a 0 C) ti C006 w r U w F- 0 0 FL 0 N O a }— -a c t6 Q F- o U ti Q Z J � C � U LL u- O I J w r Q � M F- 04 W �? W o= (oU) N r oo X o p a W z U a. 0 1 a AM GENERAL NOTES - SITE PLAN Ave A. REFER TO CIVIL DRAWINGS FOR BUS YARD CONCRETE ' WORK AND STRIPING. k if,S1 B. REFER TO LANDSCAPE FOR PLANTING AND IRRIGATION t ��3 . g 3 WORK AROUND THE NEW FM BUILDING. C. REFER TO ELECTRICAL FOR ALL SITE POWER AND LIGHTING WORK. � 1Zy1��pp} p+� pp�� yyr}� �.c I ++! "S4 4�^ i p:axjShi WEBj cs aar As .;'VER 3579 SITE WRNC ANK. < z ENEAEGONi i SITE PLAN 1 of = 50'-0" East 14th Ave.- ------------------------------------- _ m ._._._.._._._._. ._._.-.__. I L--------- M j FUEL i 1. BLDG. I NEW OFFICE o 14BUILDING STORAGE 3800 SF 15' -0 - I � i BLDG. _ 11 i I 12 1 FT I i ----------- ----- - --- -----------.. I I I f I ! I I 3 NEW"FLEET• j A002 PARKING LOT" - 3 ! ! r I I l 0' _ n68'-0" 25'-t t '1 t 13 I I I 1 i 1 i I I I I I 1 f I r I t i I I 1 I 1 BUS YARD I j Vcz) I i iI 13 < 13 j E f r 13 i i+ + t t i i I I 1 I i L J I 1 I 1 1 I I I I 1 i I -•. E I I I i I I F- I 1 ( I I L ! I I I ! O ( I 13 i i i i M 13 I I I ! 1 I ! 1 I f I ( I I 1 I ! I 1 I I 13 I 1 13 4 'yt f I I I I 8 I I I I I I I I I I I I I t t t r 1 13 I I ! f I I I I c I ! I ! I 1 •- s I 1 1 1 ( 1 13 i I PROJECT LIMIT 5 PROJECT LIMIT 4 PROJECT LIMIT 3 PROJECT LIMIT 2 PROJECT LIMIT 1 KEYNOTE LEGEND 8 FUTURE ELECTRICAL VAULT 9 VAULT AND TRANSFORMER. SEE ELECTRICAL 11 STRIPED WALKWAY. SEE CIVIL 13 NEW LIGHT POLE. SEE ELECTRICAL 14 EXISTING GRAVEL PIT TO REMAIN 15 4' WIDE GATE IN (E) CHAIN LINK FENCE 16 5' WIDE CONCRETE SIDEWALK 17 EXISTING CHAIN LINK FENCE iii z U) w FiLt dP 21t�-QJi2 0 U 0 W A001 Z 0 F -- u) (D F- Z W 2 II'_ D Q U z = ow Z O O w m U (~n w U pw F- % w (� z z{ 0 m WiF W . .J 0 _ L.L E— F W o WQ 0 0 Z O T— M iii z U) w FiLt dP 21t�-QJi2 0 U 0 W A001 a Fi 0 r: 0 r as y f6 s 0- 0 - cc n.cc � D p W � Q o U r: Lo o Z "' W a � U LL ILL O O J w a LL _ U) d <V W ni W o = (o U3 Cl co X r r r r O 0 w z U %J 1/8" = 1'-0" 6" CONCRETE CURB 0 0 r c9 , L1 " = 10'-0" GATE 5i INE 76-p-mop 4" CONCRETE SIDEWALK SEE LANDSCAPE 6" STEEL BOLLARD W/ OUTLET, TYP. SEE ELECTRICAL 4" YELLOW BEADED PAINT STRIPE, TYPICAL 6" CONCRETE CURB CONCRETE PARKING STOP EXISTING 6" GATE POST TO REMAIN NEW 6" GATE MOUNTING POST. LOCATE PER GATE MANUFACTURER NEW V CHAIN LINK FENCE. NEW 6" GATE POST AND RECEfVER TOR 8'-0" 14'-0" NEW GATE OPENING 45' - 0" REMOVE (E) GATE 23'-0" NEW 8' FENCE ENLARGED PLAN AT GATE I K GATE POST TO REMAIN LINK FENCE TO REMAIN a o c' R. c 2. SEE ELECTRICAL L PIT Lame.,- T yek \-S 0— : i'Stvt U txJ g 8 F o— P- 1 0 z 1 , - p _0 r��)/ fV V z Z W M V z 0 W U Z o a4 0 Uui z Q m }- ( U c_~n W �• ry a . P ; F- (1) V5 z= ❑- W ❑ 0 n J U LJ o W d w rfl V 0 (1) BUS CHARGING gM (2) BUS C ARGING; =' (2).04S OHARGING . ' STATION. SEE SITE , . STATION ,•S,EE SITE ,STATIONS,, SEE SITE DETAILS DETAILS ,DETAIL'S; . •- ., ; C) j� > . cM w¢ ` O U' 4" YELLOW BEADED 11-01, PAINT STRIPE, TYPICAL ELECTRICAL TRENCH_ 0- ❑ D ❑;❑ '❑ . (1) BUS CHARGING (2) BUS C RGLNG•: = (2) BUS -CHARGING: ,. o STATION. SEE SITE STATIONS SEE SITE-- `, •-STATIORS, SEE SITE DETAILS DETAILS -DETAILS' CONCRETE CURB W/ = " METAL UTILITY COVER. SEE SITE DETAILS , chi " -. - •'' '. = :'--• ; ELECTRICAL TRENCH 6" CONCRETE CURB 0 0 r c9 , L1 " = 10'-0" GATE 5i INE 76-p-mop 4" CONCRETE SIDEWALK SEE LANDSCAPE 6" STEEL BOLLARD W/ OUTLET, TYP. SEE ELECTRICAL 4" YELLOW BEADED PAINT STRIPE, TYPICAL 6" CONCRETE CURB CONCRETE PARKING STOP EXISTING 6" GATE POST TO REMAIN NEW 6" GATE MOUNTING POST. LOCATE PER GATE MANUFACTURER NEW V CHAIN LINK FENCE. NEW 6" GATE POST AND RECEfVER TOR 8'-0" 14'-0" NEW GATE OPENING 45' - 0" REMOVE (E) GATE 23'-0" NEW 8' FENCE ENLARGED PLAN AT GATE I K GATE POST TO REMAIN LINK FENCE TO REMAIN a o c' R. c 2. 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'2(NL) `2 -7.8 1.5 9.6 1.51 1.4 1.4 1 1.5 1.6 `.7 1.j '1.6,.4 0. 0.3 -' � -- � ( ) _ � - - - - - - - s ,� n. z r , .�'FS� J T X T FUTURE VAULT TRANSFORMER '1.1 1.5 '1.6 tE 1.2 `0.6 =0.5 `0,� =0.8 , O.J '5- '14' +1.2 11.5 - -2.,� NL 2'-.21.8 �t-1-5j"�1.4 9.2 -t t.2 '7 '� -1.6 1.7 '.e `2.26 _23, 2.1 f 1.8 1.6 1.5?_1.4 1.4 _ ir1 1:7 8.7 1;7�'t^6 t,.3 .3 t L (NL) 13 -� ° - - - -' - - - - -{{ f_ -' _0 4' X U FUTURE METER VAULT O 1.0 1.3 ... 1`3""''1:0"""'0:8""`1N:G 0.6 0.5 0 0.6 0.7 '0:8 t. 7.3 - 1.5 ', A 23 2, ` -22 '" 1.8 'T -1.5' 'L4 ' ;3 1 1.2 1' ',. 1,7 :8 '2,2Y' '2.5 2-21��''7.8 - .6 '1.5;" -1.4 '- 1.3 1''F SI6$„'1.7'7.8 1 9 1.5 ' O o.e '12 L3 1 �7z, .0 oz 6 6 'os `off os 'o.r s '1., '1.3 is ', 8 'z.o a z s 7.7 `t 1s `ts `.3 ',. 't. 1.3 ', s ALT #1 2s 2 1.a I `,.6 �s ',.[ '1.4 1.3 't 4.s r:J js 1.9 Z:z azo 'o.J '0.6 10` X 10' FUTURE SWITCHBOARD VAULT `0.8 '1.0 12 'ik 1.3 '12 '1.0 0.9 '0.7 `0,6 `0, '0.6 'O;S `0.6 # 0,7 .9 't., '1.3 ,.3 '1 1 5 '1.8 ' .4 't. •7.6 1.5 't `7,5 111 ,t.5 4 '1. '7.3 1.4 1 '1.5 '1.5 ' .5 1, '1.9 24 1 1.6 '1.4 1.5 `1.9 '1.5 f.4 `, '1.5 "1.7 9 2. (2 P1 '0.7 `0.6 ' j�[1 C '0.7 0.9 '1.0 `iQ 1.0 '0.8 `0.8 `0.7 '0.J 0.6 0.5 'O.f6 `0.6 0.7 '#,9 '1.1 '12 1,2 '1 -1. 1.5 ' .0 1. '1.5 1.4 '1 '1.5 -1.5 ` .4 `1. '1.4 1.4 '1 '1.6 '1.4 4 '1. '1.8 20 '1 ' .4 '1.3 3 1.4 1.4 '1.4 `15 1.6 -'1.8 9 `1.9 22' 120 '07 '0.5 u `0.7 '0.8 0.9 A '0.9 '0.9 '0.9 -0.8 '07 '0.7 '0.6 0. 0.6 '0.8 '0.7 '0.9 '1.0 1.1 1.t •1,1 '1 '1.3 '1.8 1.4 '1.3 '1.3 '1.4 '1.4 1.6 1.4 ',A 1.4 4 `1.5 `1.5 `1,4 '1.3 `L3 '1.3 1.8 1.3 ', '1.2 1.3 '1.4 `7.4 . 1.4 '1.5 4,6 1.8 `7.8 `1.8 1.9 ri.5 '0.6 `0.4 1 € I 4' X 4' VAULT (3) 2"C T X T' VAULT (13) 2"C •T X T FUTURE VAULT TRANSFORMER '0.7 0.8 0.8 'Oji `0.8 '0.9 '0.9 -0.8 '0.8 '0.7 '0.8 `0.8 ALT'# 19 1,0 1.1 1., 1.7 1. -12 12 '1.3 '/.3 '1.4 1.4 '1.4 1.4 1.4 ' .4 '1.4 ALT'#1 3 1.3 `1.3 1.7 '12 1 i.: 1.4 -1.4 1.5 9.6 �'7.7 `1.8': -`1.7 x 1.6 11.3 `0.5 '0.3 -0.7 X0.8 0.8 0$ '0.8 '0.9 '0.9 '0.9 0.8 `07 '0.6 '0.6 `0.6 '0.6 `0.7 '0.8 0.9 -1.0 `1.1 '1.1 1 `Lt -1.6 '1.3 '12 `L3 '1.3 '1.4 '1.4 '1.4 '1.3 'L3 %4 `1.4 '1.4 `1.4 '1.3 12 1.3 'L7 '12 .1 `1.2 `L2 '1.3 '1.4 1.4 '1.5 1.5 �%7 -1.8 '1.8 `1.8 11.3 `04 `+' X 6' FUTURE METER VAULT O `07 '0.8 '0.9 '01) '0.9 '0.9 0.9 '0.8 0.8 '0.7 `0 '0.6 '0.6 `0.6 '0.7 '0.8 '0.9 1.0 '1.1 '1.1 ' .0 1.1 '1.6 '12 '1.2 '1,3 '1.4 '1.4 '1.4 '1.3 '1.3 'i.1.3 `1.4 1.4 1.4 1.3 12 '1.2 `t.6 -1.1 1.1 1.2 '1.2 •1.3 '1,3 `1.4 1.4 9.5 1.7 '1.8 '1.7 - '1.6 j.1.3 '0. 0. 10. X 10t FUTURE SWITCHBOARD VAULT '0.7 0.9 1.0 'tf .1 . 1.1 0.9 0.8 0.8 0.7 0.6 0.6 0.6 0.6 0.7 0.8 0.9 1.0 1.1 1.7 1.0 1.1 1.6 `1.2 12 `1.3 '1A '1A ,.4 1.3 1.3 ' .3 '1.3 1.4 -L4 '1A `1.3 ,,2 1.2 `1.6 1.1 1.1 1.2 -1.2 12 1.3 1.4 1.4 1.6' 1.7 , 1.8 1.7 " 1.6 ,.4 0.5 0.4 '1.0 '1.2 1S `1.3 '1.2 `7.0 0.9 '0.8 '0. 0.6 0.6 0,6, 0.6,€.177 1. „ '1.b 1 7 I, .t :13.i-7 -1.5'12 „ t -T 1.74_ 1.4 „. ,4 -'1. a"1.4 j ,4_ „ 1.4 _ ,3 1 _ 1.3 " 1.7-'7 L,_ ,'�.2 7,2 1,y.; f.3 _{�.{.3 � 1 1.7 �9.8 '{:8 1•� •r1. /'- 4 '0.9 '12 'L3 'tj? 1.3 `12 0.9 0.7 X0.8 0.8 '0.5 '0,#8 0.6 0.7 ` .9 'i. '1.1 1., 'i '1.1 `1.2 ' .7 '1. '1.3 ,.3 '1 '1.4 'L4 .4 'L '1.4 1.4 1 '7.4 '1.3 .3 '1.� '1.3 1.7 1 '12 1.2 9.2 '1.� '1.3 t 1.3 '1f, 1.5 '1.6 �.8 `1.9 3 : 22 0.8 '0.6 07 HP1 '0.8 'i.t '12 0:"'iY:3""'xt:3"'^''Y2'""10:9""''Ofi^"'ti08 0,6 -0.6 '0 0,7 '0.7 '0.9 '1. '7.1 1`7., '1 '12 '1.3 ' .8 '1. '1.3 1.3 'i '1.4 '1.5 ' .4 '1. '1.4 1.4 '1 '1.5 '1.4 .ALT #1 1.8 `t 1.3 : 2 .2 '7.3r 1.3 1.3 :tis •.'A.b`t.6 - 7.8 .'1,9 . L2 '0.9 0.6 C 'LO 1.3(NQ L4,7 7 `0.6 `0.5 OS '0.8 € '0.7 '= 9 '1.1 12 €€€7 12 '1 '1.3 '1.5 ' .0 '1. '7.5 1.5 1 '1.6 1.5 ' .4 'i. '1.4 1.4 `1 `i.5 -1.6 .5 `i. -1.8 2.1 `1 1.4 1.4 3 '1.4 '/.4 11.3 1 11.6 # '16 '9.7 ' 7 '1.8 11.6 '0.6 '0.4 V J71° 13� 10 I! '1.0 '12 1.4 '1 1. 1.4 %, ',.0 0.9 0.7 0,6 0.5 *0 '0.6 2 0.7 ' .9 't.t -i.3 1.3 '1 1.5 1.8 ' .4 2, '1.7 1.5 '1 'L5 '1.5 '1. 1.3 1.4 i `1.5 '1.6 .6 'i. '1.9 24 '1 '1.6 1.4 A.5 't. 1.4 (f.4 t 9.5 'i.6: .5 5 1.4 t.2 -0.5 '0.3 jQ ',.0 1.2 '7.3 1 1.3 '1.3 12 '1.0 '0.9 '0.8 '0.6 '0.5 OS 0.6 0.7 ' .8 1., 'i.3 1.5 1 ,.8 2.t .0 2. '20 1.7 1 '1.6 '1.5 jA .3 `7. '12 1.3 •1 `1.6 ',.7 .7 -2. '2.2 3.0 '2• 1.9 't.fi 7.8 1. -1.4 ,.3 '1 ` 14',.4 ?.5 `1.4 1 3 11.1 '0.3 L I �'i '0.9 '1.4 '12 1 '�2 � 12 x,.1_ 1-0 - - - '0.5 '0-5 -0.6 0.7 -0.8 -5.0_'1.2 1`L- '1.7 _ 2- _ ) '- -22 1.91.7 -i. -'1-4 _'1.� '12 ,.2 1'1.2 'L4 X7.5_ ',.7 1.9 X2.2_ 2.5 � �.4 �2.2. 1,8_'1.8 �i.5 '1.4 _7.3 `jl-jl� ' �tA �.4 _ f IA 82 r10 1 - - - - NL�j '� r3q '7.0 ',.1 `t.3 tj? 1.3 1.3 12 4.0 0.8 10.8 '0.8 0.5 'OSI '0.5...#'0.8 X6.8 '1 `72 4 2t., „ 2.3 2 .. 22 _ .6 , 1,6,... 1.4 ,. 2 t. '12 .. 1.2 '1 '1.5_ ,.'1.7 _ ,8 2.�.. ,1., ' '21„}„'1.7 ,`. •6 '1 '1.4 "1.3 1.3 1.4 }A I � � ti '1.0 '12 '1.4 `il'11:6""'1;4"�""1T2""'1f:0"'""'0:9"""fA:7 `0.6 '0,5 0 `0.6 0,6 8 `1. `1.2 � 1.4 1 `1.7 '2.0 13 '2. '1.9 1.8 1 `1.5 '1.4 ` 2 1.1 `1.1 1.2 `1 `1,5 `1.8 ` .6 '1. 2. 13 .8 '2 `1.8 `1.5 '�f.6 `i. '1.4 1.3 1 7.3 ���'1.4 -.4 '1.4 43 j1.0 '0.3 € 1 T X T FUTURE VAULT TRANSFORMER `71 `0,5 `0.6I`07 'i. `1.2 '1 `7.5 '1,7 't. '1.8 '1 '1.4 '1.4 `.3 '1 '1.2 `1 `7.4 '1.4 '7. 14 `1.5 '1.4 `�.4 `1.4, 'I 'I '1 `1.4. 1.0 1.3 1.5 i.'.1, $„„.,7,5AL3..7,7,..._�.ft,$,...,i h.7 0.6 0 9.8 #1.3 #'1.1 C\j E Q z 3 1.4 15 PROVIDE EMERGENCY AND STANDBY FEEDERS PER ONE LINE. IN t U 1.2 ADDITION PROVIDE (2) #12CU FOR STOP START CIRCUIT TO BOTH c G .4 %8 23 1$ 1.4 1.4... „'1.5 _`1.5 1 '1,0 '1.3 'f 1.5 1.3 '1.0 '0.8 '0.7 '0.6 '0.5 '0 0.8 t'07 `i1.9 '1. '1.1 `t 1 q ,.1i,.' 8 ! i 13 '1.3 '1.4 ' .9 '1. '1.4 1.3 '1 1.4 '1.4 ' .3 't. '1.2 1.3 't 'L4 '1.3 ' .3 'i. `1.5 1.9 '1 1.3 '1.2 .2 t. 1.3 j'1.3 '1 3 j 11 4'X 6' FUTURE METER VAULT 2 1.4 •,;B 6 �,.6 , � 7 � i.5 '9.6 ` . J '1.0 '1.3 ,.4 1.4 1.4 '1.1 '0.9 '0.7 -0.7 `0.8 0 0,7 # OS .9 `7. `i.i Lt ', '12 `12 ` .7 ',. 12 1.2 1 'i.3 1.3 ` .3 '1. 'f.3 S.3 '1 1.3 '1.3 .3 1. '1.3 1.7 1 '1.2 `7.2 .2 1. 't.3 `,.3 '1 1.4 "1.8 7 -7.8 'j,t 2 0. 0. 1 1 0. I •I P1 10 X 10 FUTURE SWITCHBOARD VAULT 1.0 1.3 1.5 1.6 1.6 1.6 1.4 1.2 1.0 0.9 0.8 0.7 08 0.8 s 0,9 YO f. 1.1 1.1 1 1.2 1.2 .7 i. 12 1.2 1 1.3 1.4 A i. 1.3 L3 7 1,3 12 .3 L 1.3 1.7 7 1.2 1.2 .2 '7. ',.3 1.3 '173 -1.5 `1:6 A,8 '29 •1:4 7 )a8 0.8 '..5 - +� - -,.0 -/2 1.4 `1.5 1.6 '1.5 `i.4 12 7., 1. 0.9 'S.9 'b.9 0,f 1,0-'1.1 1.1 1,1 1.1 .2 -'1 '3.3 1.6 -1.4 1.3 IT 1.3 III +1.0 1.4 1.4-•,. .4 ,. 1.3 1T3' �1.3 1.3 -1.� .8-'1.3 � -t.� 12-'L3 1.4 1.� -i '1.`!-'1.8 .-{,9' 21 : 20 7 1.0 1.1 '1.3 '1.4 '1.4 '1.5 '14 '1.3 12 'f2 1 '7.0 `1.1 '1,1 -1.1 12 `12 -1.2 '1.3 1.3 'L3 '1.4 1.6 1.4 '1.3 '1.4 '1.4 1.4 '1.5 7.5 ',.4 1. '1.4 '1.4 -1.4 1 4 '1.6 1.4 1.3 `1.3 1.3 `7.4 1.5 '1.5 '1.8 1.7 1.8 •`7.8 '7.9 �`j.8 i'7.7 '0.8 -0.7 ALT #1 1.1 `72 '1,3 1A '1.5 '1.5 '1.5 1.5 1.4 -1.3 '1.3 '1.3 '1.3 '1.3 `7.3 -1.4 '1.4 1.4 '1.4 '1.5 `t.5 '15 '1,7 '1.6 1.5 1,5 1.6 '1,6 '1.6 '1.6 '1.5 '1.6 '1.6 1.6 '1.6 '1.6 '1.6 '1.5 '1.5 '1.7 '1.5 '1.6 1.5 `1.5 '1.6 `1.6 1.7 1,7 'j,8 1.9 1.9. 1.9 .1 1.6 '1.0 '0.7 '1.3 ',.4 '1.5 1.6 •L6 1.6 'L6 '1.7 1.6 1.6 '1.5 1.5 •4' X 4' VAULT . . . . . . (3) 2" C. . . . (13) 2" C 1 ... ... ... _6 1.6 1.7 1.7 1.8 1.6 ,.8 .. ... 1.7 7.7 1.8 LS 1.7 ',.7 1.7 'i. `1T' X T' VAULTt '1.6 `7.7 1.6 •1.7 `7.6 `7.7 ._ ... 1.8 '1.8 'j,9 -'20. '2.1"'2.0' 'i,6 '7.6 -1.0 '0.8 '1.4 '1.6 '1.6 `7.7 'it -1.7 1.7 '17 1.8 1.7 '1.71.7 `7.6 ALT #1•.7 `1.8 1.8 `,.e `7.8 `7.8 '17 '1.8 `7.8 '1.8 `1.8 •1.9 '1.9 '1.8 '1.8 1.8 •1.8 •1.8 '7,9 •ALT #1 •1,7 `7.7 `7,8 •1.7 '1.8 •7.8 '7.9 '1.8 `7.9 '1.9 '1.9 • 9 .: `2.0 2.7 '2.0 `.9 "1.6 `7.0 '0,8 '1.7 '1,7 '1.8 1.7 1.7 `i.7 '1.8 '1.9 '1.9 '1.8 `1.7 '17 '1.7 1.7 1.9 2.0 2.0 '1.9 1.8 •1.8 '1.8 %8 '1.9 -2.0 '2.0 '1.9 `,.8 1.8 1.8 - '1.9 2,0 '21 1.9 `1.8 1.7 -17 '7.7 '1.7 `1.8 `20 '20 '1.97.8 1.8 `.9 20 - 2.1 2.7 ' '1.9 "/.5 '1.0 '0.9 1.5 2,0+2.1 '1.7 '7.5 '1.5 1.5 1.6 '1.8 2.2 '22 '1.9 '7.6 %6 1.6 '1.7 1.9 2.4 2.4 -1.9 1.7 '1.6 '1.6 '1.7 '2.0 ':{c)2.4 '2,0 1.7 ' 1.8 1.9 `2277 '22 '1.9 '1.5 '1,5...--7.6 '1.6 1,9 1'24 2.0 1.7 1.6 '1.7 1-.5 21 22- 17 1.4 1.4 1.4 --+1.5 1.8 2.qj 2.4 1.8 1.5 - 1.5 1.5 -1.6 1.9 2:1- '2.4 `1.9.' '1.6 `1.5 - 1.5 1.6- . ,.9 24-24 -19 -1.9--45-`Llr �f.8-'em -Am �2t st:s-'riS -1 r.3- -i x- 'T.6� 2'I-`T.t!"T.� 1.r -n. 1.r yi.5-•i9 22. J.9 €`i.3 (E) (E) (E)v r-------------------------- --------------------- '0.6 '0.7 '0.8 0.6 '0.5 '0.3 '04 0.5 0.7 '0.8 `0.8 '0,7 •0.5 -0.4 `04 '0.5 '0.7 '0.9 '0.9 0.7 '0.5 1'0.4 '0.4 '0.6 '0.7 '0,9 '0.9 '0.8 `0.8 '0.5 '0.5 '0.5 '0.6 '0,8 '07 '0.8 `0.6 `05 .4 `0.4 '0.6 '0,6 `0.8 `0.9 0.7 0.5 0,6 `0.5 '0.6 '0.6 `0.7 `0.8 '07 '0.5 I I 1 211 C I I i I I REFERENCE NOTES: 10 PROVIDE QUAD, GFI WEATHER PROOF RECEPTACLE ON PEDESTAL. SEE ARCHITECTURAL DETAIL FOR INSTALLATION. CIRCUIT ALL RECEPTACLES TO NEW PANEL IN FM BUILDING. NUMBER INDICATES CiRCUIT NUMBER IN PANEL. (2 EQUIPMENT SHOWN FOR REFERENCE ONLY AND SHALL NOT BE PROVIDED UNDER NEW WORK. O3 =�ww_ PROVIDE ALL EQUIPMENT AS PART OF THIS PROJECT. INSTALL 4 FEET FROM DITCH FOR PROPER CLEARANCES. 3 :. ® STUB CONDUIT TO THIS LOCATION AS SHOWN FOR FUTURE USE. O5 NEW BUS CONNECTION. SEE ONE -LINE DIAGRAM. REFER TO ARCH ENLARGED PLAN FOR EXACT LOCATIONS. © STUB CONDUITS AT 4 FEET BEYOND DITCH FOR FUTURE USE. O7 INSTALL NEW LIGHT POLE ON WEST SIDE OF DiTCH. d PREF �Cj��� O8 ROUTE CONDUIT INTO IDF CABINET OF FM BUILDING. E $0,621 9 (D ROUTE CONDUIT INTO EXISTING IT ROOM OF ADMIN BUILDING. ROUTE CONDUIT INTO CRAWL SPACE OF BUILDING AND UP INTO ROOM. WILL NEED TO TRENCH THROUGH LANDSCAPE. PATCH OREGON ALL SURFACES TO EXISTING CONDITIONS. 9 �q y �T 21, O14 IN ADDITION TO CONDUIT FOR POWER TO POLE LIGHT. F y W B PROVIDE (2) 1" CONDUIT INTO NEW FM BUILDING IT ROOM FOR es .3� • ° CAMERAS AND WAP CONNECTIONS. 1 2 11 CONNECT TO EXISTING POLE LIGHT CIRCUIT. 12 PROVIDE POWER CONNECTION TO GATE OPERATOR AS SHOWN. PROVIDE CONDUIT BETWEEN OPERATOR AND KEYPAD STATIONS. W a PROVIDE (1) 1" EMPTY CONDUIT WITH PULL STRING INTO ELECTRICAL ROOM. Z z 13 CONNECT TO POLE LIGHT CIRCUIT TO LIGHTING CONTROL PANEL 0 D � o RELAY #1. CONNECT OUTLET CIRCUIT TO L1-33. PROVIDE #10 Z Z AWG WIRING FOR EACH BRANCH CIRCUIT. ��/ LL 0 m 14 CONNECT TO LIGHTING CONTROL PANEL RELAY #4. PROVIDE # v C\j E Q z 10 AWG WIRING FOR CIRCUIT. N o 15 PROVIDE EMERGENCY AND STANDBY FEEDERS PER ONE LINE. IN t U O ADDITION PROVIDE (2) #12CU FOR STOP START CIRCUIT TO BOTH c G >_ ; ATS AND REMOTE ANNUNCIATOR IN 1 1/2" CONDUIT. PROVIDE (6) o Q;)ti Q #12 AND (3) #12 G WIRING IN SEPARATE 1 1/2" CONDUIT FOR v7 F- T_ POWER TO GENERATOR RECEPTACLE, BATTERY CHARGER AND E C\1 E HEATER. CONNECT TO PANEL L1-4,6,8. Vt r p7 r � (n - Cn � F, I U, Cq9 rlPuU-0005z SUIc fCev�e� O Systems West Engineers, inc. 2016. The signature in this document is encrypted. Editing this document is prohibited. (OAR 820) 1 J ZU CLU W W H i {n W Z WW Y O D w (L (1) 0 C:) E-110 z W D Z z U O 0 w 0 D � o -� Z Z O ��/ LL 0 m UU) w Q z W F- U)Q U O �� c G U ; U_ o W Q w Q O< O F- T_ J M 1 J ZU CLU W W H i {n W Z WW Y O D w (L (1) 0 C:) E-110 0 m U_ 2 w U_ 2 n_ ti r M T a z O 0 W z w Q W t -- Q U _z W J Q LL a Q U3 U) H W W ,r U) X LL W J U v3 CONNECT FOUNDATION DRAIN TO STORM, SEE CIVIL nc nB5 An I I I I A201 I I I 33 0520 -A - FOUNDATION DRAIN HIGH POINT TO STORM, SEE CIVIL FOUNDATION DRAIN HIGH POINT GENERAL NOTES - FLOOR PLANS A. ALL DIMENSIONS ARE TO FACE OF STUD, U.N.O. B. DIMENSIONS FROM DOOR JAMB FRAME OPENING TO CLOSEST WALL IS 5", U.N.O. SEE DIAGRAM BELOW C. SEE PLAN DETAILS FOR PLACEMENT OF SOME WALLS. DIMENSIONS ARE NOT GIVEN FOR ALL WALLS, BUT PLAN DETAILS SHOW WHERE TO LOCATE STUDS AND GYPSUM BOARD. D. REFER TO SHEET A135 FOR WALL ASSEMBLY INFORMATION AND SHEET A321 FOR TYPICAL EXTERIOR ASSEMBLIES. E. REFER TO INTERIOR ELEVATIONS REGARDING ALL WALL MOUNTED ACCESSORIES AND EQUIPMENT. F. REFER TO INTERIOR ELEVATIONS FOR ALL CASEWORK INFORMATION. KEYNOTE LEGEND 01 1100-B REFRIGERATOR, OFOI 01 1100-C COPIER, OFOI 10'-0" ALUMINUM SHIPS LADDER 60'-0" METAL LOCKERS, 18"X18"X72" 10 5100-B 22' - 0" 24'- 1 1/8" 13'- 10 7/8" W COORDINATE WITH DOOR CLEARANCES AT 113A 22 0000-B WATER CLOSET, SEE PLUMBING I I I I A201 I I I 33 0520 -A - FOUNDATION DRAIN HIGH POINT TO STORM, SEE CIVIL FOUNDATION DRAIN HIGH POINT GENERAL NOTES - FLOOR PLANS A. ALL DIMENSIONS ARE TO FACE OF STUD, U.N.O. B. DIMENSIONS FROM DOOR JAMB FRAME OPENING TO CLOSEST WALL IS 5", U.N.O. SEE DIAGRAM BELOW C. SEE PLAN DETAILS FOR PLACEMENT OF SOME WALLS. DIMENSIONS ARE NOT GIVEN FOR ALL WALLS, BUT PLAN DETAILS SHOW WHERE TO LOCATE STUDS AND GYPSUM BOARD. D. REFER TO SHEET A135 FOR WALL ASSEMBLY INFORMATION AND SHEET A321 FOR TYPICAL EXTERIOR ASSEMBLIES. E. REFER TO INTERIOR ELEVATIONS REGARDING ALL WALL MOUNTED ACCESSORIES AND EQUIPMENT. F. REFER TO INTERIOR ELEVATIONS FOR ALL CASEWORK INFORMATION. KEYNOTE LEGEND 01 1100-B REFRIGERATOR, OFOI 01 1100-C COPIER, OFOI 05 5000-A ALUMINUM SHIPS LADDER 10 5100-A METAL LOCKERS, 18"X18"X72" 10 5100-B LOCKER FILLER PANEL 21 0000-A FIRE RISER ASSEMBLY, SEE PLUMBING. W COORDINATE WITH DOOR CLEARANCES AT 113A 22 0000-B WATER CLOSET, SEE PLUMBING 22 0000-C URINAL, SEE PLUMBING 22 0000-D LAVATORY, SEE PLUMBING 22 0000-E UTILITY SINK, SEE PLUMBING 22 0000-F MOP SINK, SEE PLUMBING 22 0000-G FIBERGLASS SHOWER STALL, SEE PLUMBING 22 0000-H FLOOR DRAIN, SEE PLUMBING 220000-1 FLOOR GRATE, SEE PLUMBING 22 0000-J SINK, SEE PLUMBING 22 0000-M FLOOR SINK, SEE PLUMBING 33 0520-A FOUNDATION DRAIN, SEE CIVIL DOOR CLEARANCE LEGEND F 1 I w V-6" U M) IN T-0" L I _ Q� fi o W 5" FO U U.N.O. 1 1' - 0" MIN L — WALL FILL PATTERN mminuffE.�:,s`L.wmz: mak: -METAL FRAMING WALL ASSEMBLY A A A , "CMU VENEER WALL ASSEMBLY ���� FIRST FLOOR PLAW 1 - STANDING SEAM WALL ASSEMBLY 0 7 ti �u-52- �� SLS Disi-v(a- m (0 of (2' 66 z 0 w a m h P� O ` r co O 0 z t 0 t~.> w w Y 0 D w o D X 1 0 v &Ulu W H U) F_ o W z 7 V z owo w O --� O Uz F-- w w m z W cn > U� Q z� U o LL WQ zo o C) T1_ M 66 z 0 w a m h P� O ` r co O 0 z t 0 t~.> w w Y 0 D w o D X 1 0 v &Ulu w F- 0 w H U U_ O CL a N 0 di LL 2 O w LL W Q U z W J Q U V) I- O U- J Q U) U) W W 1 1 X IL O w 07 421 07 62C 1( 07 462 ol GENERAL NOTES - EXTERIOR ELEV. A. REFER TO SPECIFICATION SECTION 08 8000 FOR GLAZING Agoommmak TYPES. A B B.5 D B. ONLY SOUTH AND WEST FACING GLAZING TO RECEIVE GLAZING FRIT PATTERN PER SPECIFICATION SECTION 08 8000. C. PHOTOVOLTAIC PANEL ARRAY NOT SHOWN FOR CLARITY, SEE ARCHITECTURAL ROOF PLAN AND ELECTRICALIla ' x jI 1 i i D T 6.5 B li 6200-8, TYP 9100-A KEYNOTE LEGEND 4213-C, TYP 6200-13, TYP 04 2000-A CONCRETE MASONRY UNIT, 4" VENEER 07 4113-A METAL ROOF PANEL, STANDING SEAM 07 4213-A PRE -WEATHERED STEEL BENT PLATE 9":6" 07 4213-B PRE -WEATHERED STEEL BENT PLATE, FULL JAMB MECH. PLATFORM HEIGHT 07 4213-C METAL WALL PANEL, STANDING SEAM 07 4213-G PRE -WEATHERED STEEL PLATE, HORIZONTAL SHADE ASSEMBLY 07 4623-A WOOD BOARD SIDING, HORIZONTAL SHIP -LAP 07 6200-B PRE -COATED METAL TRIM TO MATCH METAL PANEL FINISH 08 4313-A ALUMINUM FRAMED STOREFRONT SYSTEM, TYP. 08 6200-A METAL -FRAMED SKYLIGHTS 2'X8', TYP. 08 9100-A STATIONARY LOUVER, 18"X12". PAINT HPC TO MATCH METAL PANEL. 10 1400-B DIMENSIONAL ALUMINUM LETTERING, 20" HIGH. COORDINATE WITH OWNER ON FINAL MESSAGE _ o" FIRST FLOOR W NORTH ELEVATION W z U 0z p o J o_ O Uz w U) u> > OC z z= U O LL o" wQ o Gz( o 20' - HIGH ROOF 9'-6" MECH. PLATFORM _ o., FIRST FLOOR SOUTH ELEVATION 66 z O w w 0 o iu U O w P{tv�i2 a10oo Dato Received. I A201 w w 0 w « 0 a v 0 WE 07 621 0742 07 46, 04 201 I 0 GENERAL NOTES - EXTERIOR ELEV. A. REFER TO SPECIFICATION SECTION 08 8000 FOR GLAZING 1 TYPES. 1.3 2 3 3.4 4 B. ONLY SOUTH AND WEST FACING GLAZING TO RECEIVE GLAZING FRIT PATTERN PER SPECIFICATION SECTION 08 8000. C. PHOTOVOLTAIC PANEL ARRAY NOT SHOWN FOR CLARITY, i I i i i SEE ARCHITECTURAL ROOF PLAN AND ELECTRICAL A302 A302 1 .j A351 'j 43.4 3 � 1.3 2 lq EQ I I EQ I_ EQ 20'-0" u HIGH ROOF _9'-6" �MECH. PLATFORM FIRST FLOOR 7 _WEST ELEVATION - AC. 1/4" = 1'-0" _ 20'-0" HIGH ROOF 6200-13, TYP 4213-C, TYP _ 9'-6" MECH. PLATFORM 2000-A, TYP oll FIRST FLOOR KEYNOTE LEGEND 04 2000-A CONCRETE MASONRY UNIT, 4" VENEER 07 4113-A METAL ROOF PANEL, STANDING SEAM 07 4213-A PRE -WEATHERED STEEL BENT PLATE 07 4213-B PRE -WEATHERED STEEL BENT PLATE, FULL JAMB HEIGHT 07 4213-C METAL WALL PANEL, STANDING SEAM 07 4623-A WOOD BOARD SIDING, HORIZONTAL SHIP -LAP 07 6200-B PRE -COATED METAL TRIM TO MATCH METAL PANEL FINISH 08 4313-A ALUMINUM FRAMED STOREFRONT SYSTEM, TYP. 08 4413-A ALUMINUM CURTAIN WALL SYSTEM 08 6200-A METAL -FRAMED SKYLIGHTS 2'X8', TYP. 08 9100-B STATIONARY LOUVER, 26"X26". PAINT HPC TO Z MATCH METAL PANEL. Dat''o Received: NOV 1 0 2016 n 66 z 0 w w to Q m o o o u; Z 0 0 18 Y � W O Q w a U 0 0 I— Fes - W Z Q � U z Z pw w O —j O Uz U w �= W z w > U Q~mz- O o Q u' 00 w zo (o r M J 66 z 0 w w to Q m o o o u; Z 0 0 18 Y � W O Q w a U 0 0