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HomeMy WebLinkAboutPlan, Tentative APPLICANT 5/9/2014 (3)-VICINITY MAP Q SHEET INDEX SHEET PROJECT TEAM GENERAL SHEETS TITLE SHEET &VICINITY MAP G1 ARCHITECTfCIVIL�TRUCTURAL PACE ENGINEERS, INC. ARCHITECTURAL SHEETS 5000 MEADOWS ROAD, SUITE 345 FLOOR PLAN BUILDING ELEVATIONS Al A2 LAKE OSWEGO, OREGON 97035 PHONE: 503.597.3222 FAX: 503.597.7655 - SPRINGFIELD UTILITY BOARD CIVIL SHEETS EXISTING CONDITIONS PLAN SITE &GRADING PLAN WATER PLAN CONTROL PLAN Cl C2 C4 CONTACT: LEI (LARRY) LIU, PE SE DAVE POULSON, PE PROCESS ENGINEER WATER DIVISION io IsF;sm UTILITY eoARo 202 SOUTH 18TH STREET SPRINGFIELD, OREGON 97477 PHONE: 541.746.8451 SPRINGFIELD, OREGON 97477 PHONE:. 541.744.3728 0 FAX: 541.746.0230 CONTACT: BART McKEE, PE FAX: 541.746.0230 CL CONTACT: STEVEN WAGES, PROJECT MGR. 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' :•. a GRAVEL o BOLLARD / --� P��� �, \ \ \ ` �� o�o pp \ \ � kK \ \ \.:;.� ::•:.., TOP OF TANK tl N`� � `'� Q \ f f � ELEVATION = 675.1. :':, : : 1 \ � `L• x BUILDING " - .••: .•. - � I ) � �° � ��\ \ � \ DECIDUOUS TREE �l ��- :.:;. ` X \ \ \ \ oHw OVERHEAD WIRES 7 CHAIN r� � LINK FENCE -ST- STORMWATER SEWER ✓ � / \� \`l, ... - ',..' \ : ', ..,.: � � c ,T1 Q a \ o \ \ x EVERGREEN TREE .4: .. o O \ ---- > - - ----- BOTTOM OF SWALE / /// ./ / GATE \\ \ \ \\ \\ 1 oo 40. \ \ \ \ / �/ EXISTING OPEN AIR LIGHT POLE ,� �,-/ �� / / \�\ \ \ \� \1 \\ x / RESERVOIR TO BE \ \\\ \ ,..: \ \' \ \ �' SPOT ELEVATION �i-'` %i \ `\ �\ \ � '�y \ o w \ \ \ \ erg- REMOVED \ \ \� \ \ c -�- POWER POLE X .--�f `' \\ \\\\ \\ \ \ \ �s40-- ' - '� `L \ \ 9 o C GUY WIRE 0 TEST PIT / / \\ �\ �\ / A % 1 � i ° 16 • ° o X O OPEN RESERVOIR \ \ \\ ` \ \ \ \ \\ ' '�':;:.: '` / - �+ ,, G G0� �p X -�\? oo \ xo 2.5 J � RETAINING � ...'.0 /` � .• - ,� WALL \ -\ y, GAIL I ===� _ may-\ o '� I I I I.. ,— -_ \ `� � wry. '�\ . � T x 7 o HAIL' o L1N FEND \ W ! � t rn W 0 \ \ \ \ \ \ \ x \ 1 Q . o\ ono llj .� ... _ \ \\ -� SITE INFORMATION: \ r / / \ / � ACS \ P`� cn '-.: 0�-1 \ ��° \ % / / / ; \. .:.. \ i I�j 0 %/ 1. o \ > \J 7 / `1 CN w FEMA FLOOD MAP 4103901142 F �� F� /j oa <r 1"" o �, ,`�� .�o\ \ \ \ \ LAJ (ZONE X OUTSIDE 500 -YEAR FLOODPLAIN) \ s x , i 7'�CHAIIV , ` 00 � �' ��/ /'' /� ;• :,: '... :';.: _,.. _- - �``�`.,,�"�`'� -_ ��,�\ \ � o ' \\ , \ \ \ ` ,�� \0 ' ! \ \ \ Xi`°�0 Z Ld F,, . l x 0 "\ Y A CL \ 6 1 ��, 0 80 x HORIZ Q.. ::. \� V. \\ \ ° I ,, I I I I V Scale In Feet EXISTING OPEN AIR \ \ \ \ \� \�� \ \\ , 1 t RESERVOIR TO BE \ �� \\ j I ''11, 14? kip _ \::�•::....� ::�:�� �;.:_ t t 1 REMOVED \•'� 1 £, ai 1 f-\ XF RETAINING \ rr ..... LLJ wt�o, \ rno WALL 1(( `O �,''\ F,P Call /0 bef ore you r. ) J w o \AN ENI�tA t \ 1 \ \ X / —j Digs � � .. •: cn 1 � � \ -- �.-- 1 � 1 t t M I � � R � cad' DR F 1 1 ':: ;'..:'.:. 0 1 i X65 �, _,err, t �, t )' t} t vol \gyp �� �� �GI NEF M a- :. �- t t r� �� t i // i/! / >> t t t t `. `�. ----\— �- -� 1-800-332-2344 emma � N � ,, t .. �? 1 FOP � I � \ t � � / / � -/ /,, 4NOW _ ° (OR 811 Now r / / ORE N r7 Cqz L= 31.42 `';`::. ;.::.: / / l %/ ✓ / �/ .. ,G o o -� i \ \ \ \ \ \ \ \ \ \ \ ti ,, 0�a\ \ UNDERGROUND SERVICE (USA) ct� • • tvz - R= 20.00'`; =;.:::.. o o -T- -- ° -- o / J ' �ti --� tV CH =S49 23 43 E W o 1 / �� %/ \ \ X d` {n N sz 0 ro \ GATE , , ' / / �� \ '- -<7C 28.28 ' ;: o ``�` ` t, t \ \ l �'� % �, >) \x h �6 C. p0 -00<'t _ , .� ► _ , < < \ h LANDUSE SUMBITTAL 5/9/14 d- N N Pe) EXPfRES: r � W U CL LO LOM 5000 Meadows Road, Suite 345 DATE JOB NUMBER ...... DESIGNED DCP Lake Oswego, OR 97035 �, to Cliff m WILLAMETTE HEIGHTS 5/14/2014 14818 :2:2:2 � � p. 503.597.3222 j f. 503.597.7655 Yy EXISTING CONDITIONS PLA Z � I= z a DRAWN AAR Q IMPROVEMENT SCALE: a DWG NAME: C1.DWG ...................... ............................... O BAR IS ONE INCH ON w > ~ w w CHECKED DCP o Civil ( Structural I Planning ! Survey ORIGINAL DRAWING C1 4, b SPRINGFIELD UTILITY BOARD /f2c, `_ -' Z) x SYM REVISION DATE BY APP'D An Engineering Services Company paceengrs.com o �� a Itt l SHEET OF MEN INNN I - 4-4 wcnrl�x � � - I I I - � I I � - . I I I . I I I I � I � I � - I I I I � I . �D TION NOTES. - I 1. INSTALL 12" MIN. OF 3/4*'-O" CRUSHED GRAVEL TO GRADE. � I / I I , I �_ zkl I � COMPACTED TO A MINIMUM OF 90% AASHTO T-99. ff� I " _N $ / ;,;� % I _011 � I I . . -10 1 0'-0" SWALE a- _W*_ 24 / � "' 1 2. REMOVE EXISTING CHAIN LINK FENCE. SALVAGE AND REUSE I �� � te) �� I 7 EXISTING CHAIN LINK FABRIC ON NEW FENCE IF UNDAMAGED. I �_t _�� N ,Z_ I I I I / '54V I �? 144 1 1 S89*23 ,,',j 1 7.30 � - - I 1k 2' SHOULDER 2' SHOULDER 1 3. REMOVE EXISTING CHAIN LINK GATE. SALVAGE AND RELOCATE. . � . Ap,,, � � f1v � � -..-­=_.--- __ __--w- ��-,Q-, I qx� � - � � f"14- - -_ ---.--- __ _ I I �1�1 1 -7) 1�101 I - ''I - _­_ _= ------ - W . I � 0111 <11� I ,- IN, � ,,,�, 1,,�. 11, �� " 11 I I . � S/ .1� > " -,_,�� I x XN 1�\ . ,�� � " '� t�l I I ''_ * 16 " S71_ � V � 1�1 11., �, ,.-,. Y, 11 -,,�$ � ) X I I I . I , I ,,,, 1,,� I x I - , ...... fl ,k: - -1, , I � -�, --, ., '' - , i i I I 1, I V�. -11 �_�11 � I "I I .,A 'n I ,'�, " _�, - �zt , � `I-, '�, I ­-, ii�_ � �", , I I ;A r V , <N 1, ly -, '� - -,, i_ , ,-,o ,,,, T, , -I, I 1, L � . - '4 I _,� I 'N � -LINK FENCE WITH 3 STRANDS OF BARBED WIRE _�. - ­,m�,___, 1 4. INSTALL NEW CHAIN I _�� , i, W--- , i , IL - ON TOP OF FENCE. MATCH EXISTING FENCE. �, , _1�11 P �§A` - L, - ,�4. of I I 1 1�4 L_,�� , 4N � ��-�� -, --, -�, '6 , , -- I,- . , ;_ .4'0 -,-,< ,:�q " -�,� --\ 15'' .., I I � <� 11, '611 I'll ,-!,�,' 1\ -1 ­.:�,_ ,,w��;,;:­t:�_�:- - E" , � /0 -\ \ ­;�4, qa, -,_--f ... -- , 11 � I �\ -_ . ­� -b I I 1� , - - " �K,— ­f, `� - 'j, , \ , - -,�__, — ­­ __: - I. . . � . I I I e I , . � --- -- -- - �, , I V­,­_ 11 I � 1, I " I I I I I I I I I 1� , � I - --I . I I- — le� 1:� .- _,`_,� , I � �_ `� - �9-_-­- — - - _ jj - - - - i b. 1 4 --, . U-��)� 't'­ - -�� A , I I ­1_111',,�� �� , , I � U) , 1­1 - - . I \ 1, N, N-,-V ­�, N I_ I ___�_ 1 4 , I "I \ \�, -, p -, (� 11-1 -- - / I � � I " 5. INSTALL NEW 20' WIDE DOUBLE SWING GATE. I I -1 ,,,�I_q 'D , "":\',, � � ��"' \ ,,l 1-1 ____ ,�_ -�---_ ­ ��,-,,7�?,'�' 1 - I __ -t- ,,, �*j 11__\�� �_A 1P �> ._� I I 11 , 'T ,- `--X'�)'-�, ,,,, ; \i --p-111- ,:a _:=, �, -�-_, I �� I I ;� __1 I \ __ � -.1 1!1�1 1-1 � �,_*­ - __ ­1 � 4 1 � . I =x__'_' . ­_ ­I I." -= ­�� I � ��� I I I ,\ -"V--\ I . NNIX, '---.0i>,,Z,TP-1A�,' ',,, �- , _ - - - = - � _ I .W CN . - .""7 :��,,_­� I,-, �2 �� � 1-1 I , , N, � , -z-, - - - Z�­ �4ff �_�-L�L ��_, \ ,z ,\ 1,� 11 � 1� � - -_ - �,_ " , I �� __ ,��, I IN , � � .1 �:�* ��", -1 - .. - " ­_ � 6. INSTALL NEW CATCH BASIN. I z .1 1" ,,, \ -,,�,� I -I- "I �1_ N, I 'k, \ "I � i ., - - �= 54', . ..... , I ­_ I I I I I %_j I --,. --, -1 - '__,� 4�1 1 7,:_` _. � 11 11 1. -- �___;`� ... �_;�E_,�_'�____11 � I,, , , '. �1 , ­ \� _­:7�111 1 '__� - 'I N - F6119 .... I � . '44- -K " ", 11/\ - \ ,-,7-w, , '11� �44 A-. ___ I * \ I I � ",` " , - - : . ___ - _- . ­:�_ ­ 12" MIN. OF 3/4" CRUSHED '-, "', <. -��:-_-=- ..... I ­­ \ I 5 , _� ,�,� %_ , _> , � , , , I 1 -_ -__<-l"�, __ -, - � -_ ­ - - � - I ___��, , , ___,�' i_;<�E­F, _­­ ­ 1 $1 . I � \\ 44, �� I -=,�­'.=__�,�� '�,_ 11 ­ - 1_ I, � ", . \ \ 11 114etl . - ­, - - 7. INSTALL NEW 12" STORM PIPE. I I iN I -1 --, _ �_ _� __�- ��- � ______�_"i _- .7=---. 11 6 . ��, - ::;,� _12 - 11 E:a, -- - - � , F \ \ I 1-0 I ----,.-- �", ',, i- 1�, - _,__�, ­ :=� .'I , _ =_7;�i, 1 GRAVEL COMPACTED TO I ­ " 1�) _7��::� - - �.___ -1-11'r- t�� -.-.-- - a7­;=�,", '= =_�-,:�.­_-_ ­ __ ­_ __ 1- - '�� ,7 " . - ,_.= _E =1- , � - _� -). ...- . . . . . . . � I Z- � , ­ =�:,-.�Z-_ 'L_ - \ \ , - - - , _=:q�,,�2 , �, � :__g: g�'�_, , \ \ \ I -- I �,, 'I, -_ 11111� , - -4 _ - "I ;�Z�_ I �11 , \ 95% MODIFIED PROCTOR I , ,!�, 4 - __ IN - _," , : 11 4, � __ , � ­ - %- , � , -, ,�� _V __ '�'z - It-, �_ �-� - 6, c_-�L- \ \\ " ,X _�- � -, -72�g , 1� -_ \ \ , \ \ I 0 'I-,' 11 I—' --�f­ - I- __ r -,��> � �'��_ I �� I E __ 1�� -,:F �z 1:-E . -_ I I - ,0 r I-- .4 , , � � _­ IN W�', __ - � - \ \ \ ___­ - rl:,��___,___E�� %. =. =_ \ , ,,"', '\ \ , � ,_ _ — � �0 , � 8. CONSTRUCT NEW 20' WIDE GRAVEL ROAD NTH 2' WIDE SHOULDERS I I - -11 _� _.- - ­ --- 11 - z�_,_ -,­ - ­ '� - :�, -.-- I I 116�� - -'- - - zz� ,�� s� � � �_�,_M - ,=,= �� - - - -I-- _­ �;�­_ ­ ­ - - 11.__,_,,=� ft - \ \ \\ �\ \ Sp I - ­��= 5- - 'Z'1�1 ��=F ,1'40' , � - - - ,-, . -, , � � �- -W1 Z_�- ",:"-� '? I I—- - I ­. -:�,_�: � �Z,�, , , , " I 1 "4-1 1% -,, ,1 �,� �1�1 � � _��__ - �­ �� 1�a _,�, ON EACH SIDE. 0 .A-,_,� - <P. *1 __` �3;i�_ �� -,;�:�, � =�_�­-,-T__ _�_E..� x1rojo- � � �_ -_ - -- -- 1_,:�� - 11 �� __ -, _� ____ �,_111_1 _:E_ __`___`��' q%ft "I - I I . I . 11 , - -�:, = __1,f,____ --� 5 - zz� ,,Z,�� ��- _ � .. .- - 1\ \ \ \ 0 . 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PROTECT UTILITIES. 11e, - 'I-, -1 -- , - , _:�_#-� �_��-.- \\ \ "q\ 11 1_14� J'�� ,_��, , , �� � I I,- , 4- �_-:�, - 100 - 'R- : � , - � �� __�_,_ � 7 N, \ \ \N , __ -,;; ­_ : __ 11 , "� , > - -L-:­ �� n�� R � ,��� -�;_� --- - _� , -;�=_��_ .- :_ iT - � � , - 1:�P_ - � - - --IV-- � - ,z _-V k --.. _­.1 1. S�, ;-- ,;�-_- -- -,-^-- `�5 - � - -_ �-_ -�_-� �,'�'�,`_`__ = � =7 � -, - _� - _=�,��'_� ... \ l, �, ;� I I \ \ . " '� \ I " I I I 11 __ , 40 _. I _� . ­ ,� _� - __: __ �1� �,, _11V � SCALE: 1"=5' 1 � - , \ \ \ I _,�_ R-Z, ,�--_ .�� \ ...- I I - / ­=,7 -_�_ - \ \ I ­ ____,z, F--_,� ::,:­.- --- - ­ --,-, �\ \ � I , - - .--. I ICA, .1. -- 5 . I i I\ - �, � _ - _ __ ,�,__ ,�� :�,��' - '3� _z __ - -, ��_�� - �_�,� _==- I � "-, / , i I "I' � _`1 ,�, - I... A __­ , � " I", I;- I. _1� 1_�� - �� _3 , _- - - -=" .- ­ ,�,, ftlo� \ \ - \ \ " , , - ­1 11; I , ::��- ��.�, -=_ .­ �� , I <!�- \ -11� \ , ,�, -1 - = - :F , . 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LIMITS OF CONSTRUCTION. -- , � ��_ �� _�,� �5 :I� -, ,,, �11A - �� -W I i "I 3� - , _:_ \ \ , ,--- � . 6�0� I - -11, L­ _- " � J, ", ,�_, ---V- I � t/ '��, ,\. 1-1 ­, , - _�ie - __ �� ____ - ­ 1 �,`, �_,::�� _;;�:_.., " �� , V­ C K -tt � � " 4 �, - _� -_ ­7:�-_ ;%-_4 ,-y -�-' - �_=,_ _�� Z�_== I ,v -� --v -, ,::� �,� �� 0 � I ��_ -,Er-,,� I I I ,,, - --,;, ""' - , , ­ � I `1 ". "�-_",- ",?,�5>_5��-,,�- a3�� , _= , I � " I W ", � - \ \ \ ,�­ ,� I 11 __ ­1 ­='t _ �, _= ­=_Z�\ ', ,�, � 0 1 �-�N / -\ ­, I- � � -, - - '�� - I X, I _� �, ,��=_-__-z - `\ ,,, I � 11 , � _,�� , �_� ­ 1 1,1�%,5��, "I - - '9' � I � , 11. 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" , , , .� , -1 _­�--,��, , __ ­ �� __ "�__, - _��,-�� : " ,,�-,,­ , � �,, �,,j �1. ­ ---- ��-,= -- -,* -\, _ - _.- - - , ,;��_ ::,�,:, . - " � � ... �'�m ... � __=_,� --N , -\ ,� I W) �_) \ �b \ - 1­ / _ rZ i"'R, = " .,�3, , 1, , ,�� - .,�� -, � _--��--�� , - -',,� . �� _­, �, -\ ) I I 1 1 i �,�O,` ; ". a, V : , �'o IP 11� ,I'- ,-, ,�� � �75� - ��, � � I 11-1 �� -�- - - ^5� � _:5�"�_ - - ._,:��?�:_i_F�� "I _�/ - - ,,, -�;��,, �a M 1 12. INSTALL NEW 3' WIDE GATE. ��:�� * ,� I, , I _". - ... - ��, - -1 I I'll I �, n 1 1 �_ �,, � \ I -, "�� �3�;�, -,::- - _��, ,�,_ ­ --- _-, 7 - �--� '7��- ,��,��, - _,�� ",­_/�- ,,, ,/, -,, '-, "\ � V ,b�i I I I - � ,1i \,-- ��__��,�,_" _�� �_- -�� -�� <,,�5� '�-, ---- � wkl." , , \-, 1 I \ % I 110 1, I � ., �, ----:�,-,;�,- ",�� � ,_,��_:�7 , I .-x -- , /' _� _�� ��_,%'��/�_',_"�;,_"��_/__ -5�t 1'�'� N, ("I I \ _____ I _�_�,.:�, ��_5_� -, 11 - --,, -, , 1 �� i 1, �,­ I 10 -, - ­;�- - ��- -5-� �_ - . 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EXISTING GRAVEL _� w%� , 1---_* - i, --,-", / . �]..',.; , 1_t'!�gvr \ I '� I . C ,; � I 111.% j kts,g Q­ *,j I - . I ��_ - ____ - >1 - i , , - ,:*�M .. ... . ---... / " ,/� tm � \ �'a \ , _-, . I I _­ - , , , , ". '. �,/\,/ � M1 U , � 11 \ V__-j,�N � � - \p: �, 1), - %­..*/�,i-.,� 1 I I '.'.�,; .'.'A .. - �� : - 4 e/1' 1� - , - � . " -\� . 44, 1�1 k V I , , \\ I � -1 I X­ ,7- �� .� . %�, , I ��) �, (k �_ � �%, \ I I ___,k,1I' 1��­ I : % � N . __" 1��11__ X I / ­'\X:, "I ,b k,,k�� 1�: .,� I , X1 � \ N ,bN \ 4�_ , W, I 1� V I .1 -, ,-�'.�­ � - _ , - - -, r; � \-W I - I\ � -11 ?v /I I _� � � � � � I I �,_�N -1 ", �",*.�"..�."%,."��,.,*,..�,-.- :-�� 11�- 11 "k LV � \ � I 1 �XN \ , \ \ � PROPERTY LINE I ::�E p;��, ,�,, I Q . - 114. , " f! i I I , ., I \X . ,�, I �_._,i,�,'i. I � - \ I .. ...1. . -A � - ,� I " i - , I . ­_1 ­_1_4�1�)�_ .111, I I (1/� : 1. . A\ \ N, f i " 1-1 I , 1, " � '. . - 11, . 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I .1 ­_ I -t� , t4 � ) I - � I � I? , , , ��\ � - � I / I <r� \ \ - " � 1�!, �* \ � ,-.% ­,': � %, .-- k ,,. * , "i ,:,o \ - � 5 � \ \ ,,,, \ \ , I 1, I . � �, "" ,� I . �- " -, .-,� I ) I �l 11 �' \ ,,,, - \ /, I - ­--l- -­­ _­.1­1.1_...­­.._ - . . ..... -.1. EXISTING INTERMEDIATE CONTOUR 7' CHAIN l, 'N �, ,Wl , i -.-f 4"�,\.:': P - k.... , '.. � , : \ 1 , I i \ � I \ \,- \ b - I _ , '' ,_ � --,�'v I CIR4 \ I , - I x I . '�_,N__�_ � I -y 1!.., ��. � I 1-111") A,z � � ()N &' \ -E �,illlll , `zr- - .. , I 1\ j \ ­­_646 , - \ \ "'p I LINK FENC - -�; ,V. , , � I """ �� k 1, \ �-*h \ \ \ \ \ \\ �, �� '1� \ --, �6 ...­-\-�., " .." .. - - � A " ,f) I-J. � � ' � " -A - � , _�­­-� A ,_ &I I �<, I 11\ , % .. -,:",'­,,� LO � ", I 11-11 I 1 \ � , k\ ,� \�� , I 1 I . ,_ /"& - a l K k.1 -"\'-W> I I .­. \ " 5. PROPOSED INTERMEDIATE CONTOUR __ - - . � \ I ". I 4;. !-. ` ""'CATCH BASIN \ ' \ /;'11�i 1�� \ ,� -,�', " \" , 1� '. � ,'�, I � 1111Z _,, � .. . . I ­�,, :1, . 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Nll_� I SPRINGFIELD UTILITY BOARD ORIGINAL DRAWING � 'D paceengrs.corn in I C3 4 REVISION _____ I BY JAPP'D An Engineering Services Company - - I 0 ooginal Submittal SHEET OF I I I I I I . . I I (O I I I ' STA 0+90± TION NOTES: FURNISH & INSTALL -OCONSTRUC 1-24" 45* BEND (RJxRJ) 1. CONNECT TO EXISTING 16" DI WATER LINE. S89"2354"W 31730 2. REMOVE EXISTING 16" ABANDONED WATER LINE. —W x 40' 6 STL X DUCTILE IRON WATER LINE. k_i K, 3. INSTALL 12 VV_ 6 0 ki-, 'I, t 4. INSTALL 24" DI WATER LINE. ­4 STA 1+20± "IN FURNISH & INSTALL STA 3+75± 5. FOR DIMENSIONS, LOCATIONS AND MATERIALS OF PIPE 45* BEND HORIZ (RJxFL) -;FURNISH &INSTALL 1-24 Cj 1/\ - �V, �i CONNECTING TO PUMP STATION SEE MECHANICAL PLANS. -17n-, 1-24" 11 1/4* BEND (RJxRJ) 1-24" 22 1/2* BEND VERT (FLxRJ) —1" AIR VALVE PER SUB DETAIL Wl.zu ._-T, . ....... 6. CONNECT TO 24" BUTTERFLY VALVE ON EACH SIDE OF 24"x16" E,_ (AT LOW POINT) CROSS (INSTALLED BY SUB). 7- v* 7. REMOVE EXISTING WATER VAULT. EP, V 4_= ��-"STA 3+95± STA 0+00 0�' 8. INSTALL TEMPORARY 4" WATER LINE. ,.,�,4' 414 ty UUNNECT TO 24" BUTTERFLY V CONNECT 24" WATER LINE TO EXISTING 16 'ALVES BUTTERFLY VALVE 9. CONNECT TO EXISTING 12" BUTTERFLY VALVE (INSTALLED BY SUB). 1-24 x16" REDUCER (FLxRJ) 1 1-1 "UTILITY VAULT MODEL 444—LA Q) 1 —TEMPORARY BLOW—OFF ASSEMBLY ,OR EQUAL VAULT V 10. REMOVE EXISTING 6" AC WATER LINE PER SPECIFICATIONS. STA 4+15± INSTALLED BY SUB). cl 11. CONNECT 4" TEMPORARY WATER LINE TO 4" GATE VALVE -,FURNISH & INSTALL 1-24" 45* BEND (RJxRJ) SfA 4+40± 24" 22 1/2' VERT. BEND (RJxFL) I FURNISH & INSTALL 1-24" 11 1/4' VERT. BEND (FLxRJ) 1-24" 22 1/2* BEND (RJxRJ) m 1-1" AIR VALVE PER SUB DETAIL W1.20 Z, (AT HIGH POINT CONNECT 4" HDPE TEMP BYPAS J LINE TO EXISTING 4" GATE VALV jx\ V J W FURNISH & INSTALL -0 195 LF OF (1) 2" FIBER CONDUIT & 1-24" 90- BEND (RJ..RJ) 195 LF OF (3) 2" POWER CONDUITS A A, W. flZ_ X1 ��l 'z� /z \X �A v 1V - Ty, TOP OF TANK dc E1111A170N 675,1 Q Lo �v vvj�, z �o 7' CHAIN TA 6+05±, 32.5' RT .... ... r"rM�- __ I "I :�� LINK FENCE UTILITY VAULT MODEL 575—LA FURNISH & INSTALL �Qo OR EQUAL VAULT -V1 — 2 1 1/4' BEND (RJxRJ) GA UTILITY VAULT MODEL 444—LA OR EQUAL VAULT Q0 STA 2+80± (S�Q4 (5, Ak�, JRNISH & I TALL 1 12" 11-1/4 BEND JxF J) S TA 6 + 0 5 x x FURNISH & INSTALL 670 QD A 1� 0 0" 1-24"x12" TEE (FLxFL) STA 2+60± I 'V� BUTTERFLY VALVES (FLxRJ) A FUR ISH & I ST�Ll_ 1-12" BUTTERFLY VALVE (FLxRJ) 0.% _j 1 —1 22-1 2* 13EN (R RJ) o < % p M 45± K�,� X r & INSTALL C) W INS (RJ) LO % 0 0 x z (_0 Ix/ A. < 7 0± 'A (0 0 C) \4\4 STA 3 FU R N I S NSTALL 1— 12" 11 1 BEND (RJxRJ) �VT'j 01 (0 'N <�22-12" GRIP RI J C) 1q_ N CO 0 1-00' 0 A < j! 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JOB NUMBER Lake Oswego, OR 97035 Uj DESIGNED TPF I�j 6i LIM UJ A I WILLAMETTE HEIGHTS 5/14/2014 14816 :2 2:2 < _j p. 503.597.3222 1 f. 503.597.7655 <P=P=ZE DRAWN MAA A -�, 9 2014 z SCALE: WATER PLAN MAY IMPROVEMENT BAR IS ONE INCH ON DWG NAME: C4.DWG ..... . ... .......... ......... .... ......... uj>oww CHECKED JRS Civil.j.Structurai. j -Planning j -Survey ORIGINAL DRAWING < _j w W SPRINGFIELD UTILITY BOARD S89% W a- x SYMI REVISION DATE BY APP'D An Engineedng SeiVices Company paceengrs.COM 0 original Sub9littal SHEET C4 OF 4 � I � E•^f lr r r {3} INCENSE CEDAR . ;. ,� t .; •- J h L7:.. . t ^+r h �... --` __...._. - . : ...... : L' z 1, ........... 10P� s (1) BIGLEAF MAPLE k ti W.*- 7 (3) OREGON OAK I 1 I i HIU OT. ,t < t - s < E ry IN . , _ i t F . t+ • � § �a r, k + r f t IN r y• <i w • �* (4) PONDEROSA PINE IN S ...rv, l l a ti f r , , ;,�. (2) BIGLEAF MAPLE t f 4 j e' z tSY. ............ ...... �ry S ) ^ ..... .... ... ... DOUGLAS -FIR f SETBACK --�' (8) WESTERN = x , " 3 RED CEDAR - .- - ., Qty. lBotanical Name Common Name Size :"q TREES w 3 Acer macrophyllum Bigleaf Maple 2" caliper 6 Calocedrus decurrens Incense Cedar 5' -6' 7 Pinus ponderosa Ponderosa Pine 5' -6' 5 Pseudotsuga menziesii Douglas -fir 5' -6' 3 Quercus garryana Oregon Oak 2" caliper 14 Thuja plicata Western Red Cedar 5' -6' J LEGEND j ° PROPOSED CONIFEROUS TREE EXISTING CONIFEROUS TREE 1. "W TO REMAIN (- 0 PROPOSED DECIDUOUS TREE EXISTING DECIDUOUS TREE TO REMAIN ........................ ....... ............ PROPOSED SEEDING - APPROX. 3.16 ACRES 1 i Disturbed Ground/ Late Seeding Mix + Grasses d' 00 0 r' (4 -6 PLS lb /ac) :"q Z' U°� w % Grass (50 %) -Ka: W Elymus glaucus 2.5 o Elymus trachycaulus 2,5 Festuca roemeri 15 LO O .. Koeleria macrantha 15 IL U) Poa secunda 15 Forbs (50 %) W 0 Achillea miliefolium 4 J Amsinckia menziesii var. intermedia 1 WC Artemisia douglasiana 3 Clarkia amoena 1 J Collinsia grandiflora 1.5 Collomia grandiflora 1.5 Epilobium densiflorum 1.5 Eriophyllum lanatum 4 Gilia capitata 1 Lomatium nudicaule 2 Lotus purshianus 1 Lu P inus rivulans 2 Madia elegans 1 Madia gracilis 1.5 Plectritis congesta 6 Prunella vulgaris var. lanceolata 4 Ranunculus occidentalis 5 Rumex salicifolius 3 Sidalcea malviflora ssp. virgata 3 Solidago elongata 3 100 1. NO SUBSTITUTIONS ALLOWED WITHOUT PRIOR APPROVAL FROM LANDSCAPE ARCHITECT, 2. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR TO THE EXECUTION OF THE WORK. 3. VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXECUTION OF WORK. REPAIR ANY DAMAGE TO EXISTING UTILITIES, PIPES OR RELATED FACILITIES AT CONTRACTOR'S EXPENSE AND IN A MANNER APPROVED BY THE GENERAL CONTRACTOR. 4. PROTECT TRUNKS, LIMBS AND ROOT ZONES OF EXISTING TREES TO REMAIN FROM ABRASION AND COMPACTION. DO NOT CUT LIMBS OR ROOTS LARGER THAN 3" IN DIAMETER WITHOUT PRIOR APPROVAL OF LANDSCAPE ARCHITECT. 5. MINIMIZE SOIL DISTURBANCE OVER ROOTS OF TREES TO REMAIN. 6. INSTALL IRRIGATION TUBES AS SPECIFIED AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. INSTALL AT THE FOLLOWING RATE: SPECIES TUBES PER TREE MAPLE 4 OAK 3 CONIFERS 3 7. TREES PLANTED TOO DEEPLY WILL NOT BE ACCEPTED. SEE TREE PLANTING DETAIL. tai r TREE STAKES - TREE TIES PLANT SAUCER Form 3" rim IRRIGATION TUBE , Install in contact with rootball TREE PEDESTAL — Undisturbed or compacted subgrade NOTE: REMOVE TREE TIES AT ONE YEAR WARRANTY. TREE TIES PLANT SAUCER Form 3" rim TREE STAKES Stake 3 sides 2" x 2" x 24" hardwood stakes row IRRIGATION TUBE -- Install in contact with rootball TREE PEDESTAL Undisturbed or compacted subgrade MUM IMPORTANT: Root crown to be a minimum of 4 above finish s grade. BACKFILL Fill halfway and water thoroughly before backfilling. 114 a 00 GUY WIRE SPACING MULCH IMPORTANT: Root crown to be a minimum of 4" above finish grade. BACKFILL Fill halfway and water thoroughly before backfilling. LANDSCAPE ARCHITECTS S C H I R M E R SATRE GROUP 375 West 4th, Suite 201 Eugene OR 97401 Phone: 541,686.4540 Fax: 541.686.4577 www.schirmersatre.com P • d' 00 0 r' :"q Z' U°� w Q -Ka: W 0Z o co 0 d` I w .. W LO O .. Z -3:: d W W W Z IL U) co D Ceti m� O C7 W 0 0- P • SHEET: OF d' H Z w 2 W o co 0 d` I w .. W LO O .. 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TO REMAIN *- TO BE REMOVED I I TREE SURVEY I . THIS PLAN SHOWS ALL SURVEYED TREES. 2. THERE ARE MORE TREES ON THE SITE THAN THOSE SURVEYED. 3. TREES WERE SURVEYED IF IT WAS ORIGINALLY THOUGHT THAT THEY MIGHT BE IMPACTED. 4. THE AREA OF IMPACT HAS BEEN REFINED. NOT ALL TREES ORIGINALLY SURVEYED WILL BE IMPACTED. (THE NUMBER OF POTENTIALLY IMPACTED TREES WAS REDUCED.) 5. THE BASIS OF THE TREE SURVEY (TREE SIZE AND LOCATION) IS THE TOPOGRAPHIC SURVEY DATED OCTOBER 10, 2013. TREE IMPACT AND MITIGATION 1 . NOTIFICATION SHOULD BE GIVEN TO UTILITY PROVIDERS FOR VERIFICATION PRIOR TO REMOVING TREES. 2. EXISTING TREES TO BE RETAINED SHALL BE CLEARLY FLAGGED, IDENTIFIED, AND PROTECTED. 3. PRIOR TO ANY CLEARING, DEMOLITION, EXCAVATING, GRADING, TREE REMOVAL, OR OTHER INVASIVE SITE CONSTRUCTION ACTIVITY, PROTECTIVE FENCING MUST BE INSTALLED. 4. ALL FELLING AND BUCKING SHALL OCCUR BETWEEN THE HOURS OF 8AM AND 5PM MONDAY THROUGH SATURDAY TO LIMIT NOISE IMPACTS ON NEIGHBORS. 5. TREES AND SLASH SHALL BE REMOVED WITHIN 72 HOURS OF FELLING. 6. HAULING ROUTE FOR TREES AND SLASH WILL BE DETERMINED BY CONTRACTOR. 7. SEE LANDSCAPE PLAN (SHEET Ll) FOR PROPOSED TREE REPLACEMENT AND MITIGATION. I pollorom 00w 000 hd000r' j . LANDSCAPE ARCHITECTS � I S C H I R M E R SATRE GROUP 375 West 4th, Suite 201 Eugene OR 97401 Phone: 541.686.4540 Fax: 541.686.4577 www.schirmersatre.com I a rAlTl i � 'I 'I WA I III i 901 11 1� I i � ! I 1. SURVEYED TREES WITHIN DEVELOPMENT SITE: so "C-- CONIFEROUS 27 T-4 Z' OX * LIJ (D -< .K w * 00 0 w -j 9 0 * cy) < X 05 TOTAL 68 r-i 3. TREES PROPOSED FOR PLANTING: m D CONIFEROUS 32 im 6 < 0- 0 * C*L m - W 10D I a rAlTl i � 'I 'I WA I III i 901 11 1� I i � ! I fl- 1-f-kl^lmlll- r- r%%j I M.0 I I% .0 v�' ;' k -47��r " 'R 'I V;.- "'�' 6'METAL T tb� �7 �a 1� Iq FENCE STAKES [--a- 6' MAXIMUM n n n BETWEEN STAKES I 4'MIN. 11 -- ORANGE POLY DRIPLINE SAFETY FENCING. am so ZONE OF PROTECTION nplol IMP SEE NOTES BELOW TO DETERMINE AREA NOTES: 1. THE DRIPLINE IS A ROUGHLY CIRCULAR LAND AREA MEASURED BENEATH A TREE. THE APPROXIMATE CENTER OF THE AREA IS THE TRUNK OF THE TREE AND THE RADII ARE EQUAL TO THE HORIZONTAL MEASURES OF THE LONGEST BRANCHES (SDC 6.1 -1 1 0). 2. NO SOIL GRADE CHANGES OR COMPACTION SHALL TAKE PLACE WITHIN THE DRIPLINE, EXCEPT AS DIRECTED. 3. NO STORAGE OF MATERIAL SHALL BE ALLOWED WITHIN THE DRIPLINE. 4. IF WORK IS DONE WITHIN THE DRIPLINE, CARE SHALL BE TAKEN TO MINIMIZE ROOT DISTURBANCE. SPECIAL CARE SHALL BE TAKEN DURING EXCAVATION AND REMOVAL OF EXISTING CURB, GUTTER, AND SIDEWALKS TO AVOID DAMAGE TO TREE ROOTS. LOCATE EXISTING TREE ROOTS USING HAND TOOLS OR APPROVED METHODS. 5. PROTECTIVE FENCING WILL BE INSTALLED ON TREES TO REMAIN WITHIN THE IMPACT AREA. 6. NO ROOT OVER 2" SHALL BE CUT WITHOUT APPROVAL OF THE PROJECT LANDSCAPE ARCHITECT. ROOTS SHALL BE CUT WITH APPROVED SAWS. NO ROOTS SHALL BE CUT OR TORN DURING TRENCHING WITH POWER EQUIPMENT. UTILITY LINES SHALL BE INSTALLED BY HAND DIGGING OR TUNNELING UNDER ROOTS, AS NECESSARY, TO AVOID CUTTING ROOTS 2"AND LARGER. TREE PROTECTION DETAIL [)ate Received' -- � I 0, oronw so '��'.'�- " � bmittW , LLj F- < a tn z 0 V) 5; LLJ ix 1. SURVEYED TREES WITHIN DEVELOPMENT SITE: CONIFEROUS 27 z DECIDUOUS 88 LIJ TOTAL 115 2. SURVEYED TREES PROPOSED FOR REMOVAL: CONIFEROUS 19 . DECIDUOUS 47 m w TOTAL 68 I 3. TREES PROPOSED FOR PLANTING: 0 -t . 11 - #. Ld -1 CONIFEROUS 32 --) .. >- m 3: DECIDUOUS 6 * C*L m - W TOTAL 38 fl- 1-f-kl^lmlll- r- r%%j I M.0 I I% .0 v�' ;' k -47��r " 'R 'I V;.- "'�' 6'METAL T tb� �7 �a 1� Iq FENCE STAKES [--a- 6' MAXIMUM n n n BETWEEN STAKES I 4'MIN. 11 -- ORANGE POLY DRIPLINE SAFETY FENCING. am so ZONE OF PROTECTION nplol IMP SEE NOTES BELOW TO DETERMINE AREA NOTES: 1. THE DRIPLINE IS A ROUGHLY CIRCULAR LAND AREA MEASURED BENEATH A TREE. THE APPROXIMATE CENTER OF THE AREA IS THE TRUNK OF THE TREE AND THE RADII ARE EQUAL TO THE HORIZONTAL MEASURES OF THE LONGEST BRANCHES (SDC 6.1 -1 1 0). 2. NO SOIL GRADE CHANGES OR COMPACTION SHALL TAKE PLACE WITHIN THE DRIPLINE, EXCEPT AS DIRECTED. 3. NO STORAGE OF MATERIAL SHALL BE ALLOWED WITHIN THE DRIPLINE. 4. IF WORK IS DONE WITHIN THE DRIPLINE, CARE SHALL BE TAKEN TO MINIMIZE ROOT DISTURBANCE. SPECIAL CARE SHALL BE TAKEN DURING EXCAVATION AND REMOVAL OF EXISTING CURB, GUTTER, AND SIDEWALKS TO AVOID DAMAGE TO TREE ROOTS. LOCATE EXISTING TREE ROOTS USING HAND TOOLS OR APPROVED METHODS. 5. PROTECTIVE FENCING WILL BE INSTALLED ON TREES TO REMAIN WITHIN THE IMPACT AREA. 6. NO ROOT OVER 2" SHALL BE CUT WITHOUT APPROVAL OF THE PROJECT LANDSCAPE ARCHITECT. ROOTS SHALL BE CUT WITH APPROVED SAWS. NO ROOTS SHALL BE CUT OR TORN DURING TRENCHING WITH POWER EQUIPMENT. UTILITY LINES SHALL BE INSTALLED BY HAND DIGGING OR TUNNELING UNDER ROOTS, AS NECESSARY, TO AVOID CUTTING ROOTS 2"AND LARGER. TREE PROTECTION DETAIL [)ate Received' -- � I 0, oronw so '��'.'�- " � bmittW , LLj F- < a tn z 0 V) 5; LLJ ix V) '* z LIJ T- LU > . 0 �Z� m w w I *. 0 -t . 11 - #. Ld -1 Lf) A- '-�" 0 . . Uj --) .. >- m 3: - - Ld Lli -d- * C*L m - W 0 m 0 Lli ­5 M cl. �r 0 (D z .j Uj V) z LIJ 5 LU > z 0 < w I CL Q. F- 0 2 V) .j F- cl. �r 0 (D z .j Uj = .j LLJ LLJ Li. r- Uj LLJ cr. F- 5; < .j .j 0��- ;��-- .. w 9 F: SEAL- l&UF�nIIIIIIIII I : I lf%;L 4-- , v "P& op4l� ------ --- - --------------- ------ SHEET: OF ----- ------ - --- ----- - --- -.J0-w---w----