Plans BUP2013 - 001 58
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QEMOLI ION
RECEIVED
SD CB °; P$ ' '. � 1 REMOVE EXISTING STRUCTURE. CONTRACTOR TO COORDINATE WITH OWNERS w0
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i AC (✓, ' C, ` P E REPRESENTATIVE BEFORE REMOVAL OR DEMOLITION. i. 0 � 210',3
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�� $� "r' PINE ` .k4 REMOVE EXISTING CONCRETE. ITYOFTIGARD
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I3UI1iV�GDIVtSII}N
�i�r,�/ ,.� 18�]\� 16 18g ; PIN ,A3 REMOVE EXISTING ASPHALT PAVEMENT.
a ' PINE -
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159 -' PINE REMOVE EXISTING FENCE/REPLACE WITH NEW.
• t .`J : 71! SEE _ARCHITECTURAL PLANS FOR. DETAILS. uj 20 0 10 20 40
"
" , ;�. 2 s PINE IV
A EXISTING 60" PINE TO REMAIN IN PLACE. CONTRACTOR TO o
1 g Q PRESERVE ROOT SYSTEM FROM DAMAGE DURING CONSTRUCTION. 1 inch _ 20 ft O+4 n cb
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INE- PI E REMOVE WOODEN RAMP. o '4
q4 REMOVE EXISTING C IN . N
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DEC 7
LEGEND• •� � •• °- :, .• , . . ...�- ,: . . �_-. INE •° -, t 1 p 8 REMOVE EXISTING STORM MANHOLE. . � ,o
1201
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C. 2 --- . ' ,- , �:`._ . 3 g REMOVE EXISTING INLET CONTROL STRUCTURE - REPLACE
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/ -0UG EXISTING UTILITY POLE WITH DROP
P_hlE " WITH PROPOSED STRUCTURE - SEE STORM PLAN SHEET G106,
EXISTING UTILITY POLE
AC , 4 -�- ;', ,, `1 I A EXISTING. STORM LINE TO BE IN-FILLED WITH CONCRETE
� 0" ' 116 SLURRY MIX. NOTE LINE LOCATION IS APPROX. POLE GUY ANCHOR
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IN ENW
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CONTRACTOR TO LOCATE AND IN-FILL AS DESCRIBED.
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EXISTING f�
LIGHT
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1 EXISTING DRIVEWAY DROP TO BEMAIN IN PLACE.
CONSTRUCTION.
EXISTING
CONTRACTOR- .TO-PRDTECTFROM. DAMAGE DURING -CO .p��. UTILITY POLEWITHLIGHT
k G - ;: ;• , Y BEGIN DRIVEWAY DEMO AT SAWCUT LINE. EXISTING HAND HOLE JUNCTION BOX
j` } ,- , ` y g 1 BEGIN DEMO ON SOUTH SIDE OF SAWCUT. M
.. F 1 ® EXISTING TRAFFIC SIGNAL POLE M
2 `/ I i D C. 4
AEXISTING LIGHT TO BE REMOVED (TYPICAL) (3)
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EXISTING PEDESTRIAN SIGNAL.
f I NE
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AU11LITY BOX TO REMAIN -:ADJUST TO PROPOSED SIDEWALK GRADE. t0
1g0 F. " INSTALL NEW PEDEDESTRAIN SAFE TOP IF NEEDED. EXISTING GAS DETER
H w I I f ` _ 'GLASS 00
13 CEDAR ® EXISTING STORM DRAINAGE SIPHON CATCH BASIN
NE ; _ .:�.. •: 8!'CEDAR
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POLE AND U RE
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AEXISTING GUY WIRE TO BE REMOVED
# ► •' I I �,, '-j I 16 .CEDAR ® EXISTING STORM DRAINAGE CATCH BASIN p'
g--' AC k. CONC 8"CEDAR EXISTING BENCH TO BE REMOVED. �►
( - r p SD CO EXISTING STORM DRAIN CLEAN OUT
9".CEDAR VERIFY WITH PROPERTY OWNER BEFORE HAUL-OFF.
u I 1 m EXISTING WATER VALVE
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•
•
�- �( -_ .. :' 24"CE AEXISTING GAS METER CONNECTION.
�! S
"CED EXISTING DECIDUOUS TREE
6 .. R
3 I .17 EXISTING UNDERGROUND BOX TO BE REMOVED AND
EX#STI LtCTRIC L : 4 " U W
j 2 ! 2 f 22 CEDAR UTILITY DISCONNECTED. CON.i RACTOR TO MAINTAIN EXISTING EVERGREEN TREE
UTILITY INTACT IF NEEDED FOR PROPOSED .BUILDING.
AND BE OTECTE _ _ _ _' • : 12"CE AR -
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6 _ i _ r 4. " NOT USED. EXISTING DECIDUOUS TREE TO BE REMOVED � _-�
� 3 f 12 CE AR
- 4. 4 8"CED R p
� } / (�'l EXISTING EVERGREEN TREE TO BE REMOVE �c�[T
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(w 2 I C r ( ( o�J U - ," �;, p., ,�� 9 CED R EXISTING WATER QUALITY SWALE TO REMAIN.
- z Z '. - y Q' ,' SEE LANDSCAPE PLANTING PLAN FOR ADDITIONAL PLANTINGS. ~
9 CED R � { ) f--
x ► a '•' - :`�• •'. . � •e � � " M EXISTING MAPLE
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DCB __ S '. . . �-:, •- ' I „' 2 REMOVE EXISTING STORM CLEANOUT. DEC EXISTING DECIDUOUS Z " 'j . M
�+ . ,C,,�. 17 CE AR
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1 `'i. t , • }: . , R 1 1 CE * r • r O N
1AR ' A 3 4-8 EXISTING 3 TREE STEMS AT 4 TO 8
C? 8s , _ - I �x � r EXISTING FENCE TO REMAIN IN PLACE.
` ' f _< r . '' 1., CONTRACTOR TO PROTECT-FROM DAMAGE.. •— 0)
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€. �- EXISTING SIGN Q
.-. , c PUMP z --
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:, � - z 4 EXISTING WATER TOWER TO REMAIN. H
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2 t • •.' - -, , -_ ,. 4. - EXISTING OIL TANK FILL HOLE
1 ' - T NOUSE CONTRACTOR TO PROTECT FROM DAMAGE. 0 _,•,_ Z 4. o
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EXISTING FENCE U ...._ `.
S CB � � x _
•'•'.'.'. . `� ' •. AEXISTING PUMP HOUSE TO REMAIN.
X. CONTRACTOR TO FROM EM .. .
.._ <.. : j :�_ REMOVE EXTG OVERRHEADTFEEDER TO AG Q ..
- • :�:-+.,-� --,- -.�:' _. $..a�,a t s ��'f ��,y�•,-'fie.-5a j� � 1 `-- - -
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7 `_ :; • • _ I PUMPHOUSE, PROTECT ELECTRICAL SERVICE AC EXISTING ASPHALT
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` FOR NEW CONNECTION TO PUMP HOUSE (,yJ
k-, . Tr4 � MTC EXISTING HEAT PUMP
2 a ,vw gar Y REFER TO ELECTRICAL DRAWINGS.
EXISTINGMANHOLE STORM E TO REMAIN. i
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� F 0 EXISTING SURVEY MONUMENT AS NOTED
SEE STORM PLAN SHEET C106 FOR MORE INFO.
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GANG CURB
18 Q
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''•"',180 \ � � � , " •. °� � -�s.. _ � ,�-t r -.:', I �, , f:'1;I � W
AEXISTING
OIL TANK FILL HOLE. � .CONTRACTOR TO EXCAVATEAND REMOVE EXISTING •. . -� fl
EXISTING CONCRETE
OIL TANK. TANK TO BE REMOVED AND ABANDONED
-.-DEQ ENVIRONMNATAL GUIDELINES PER OREGON iL
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•. , , _ AND PERMITTING REQUIREMENTS. 190 EXISTING CONTOUR (5) a
188 EXISTINGCONTOUR 1 )
• ;: `' EXISTING HEAT PUMP TO BE REMOVED. o
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EXISTING PROPERTY LINE
•� �_ �__ ; - ^ EXISTING STORM DRAIN MANHOLE f-
''�` •. . , ;• 187__.. _ _ ` I /�/��]\ EXISTING.RETAINING;WALL TO REMAIN. V w
. `�:� .gam ♦. , ;y t ;y • . 4 ' t f.:��i - _ �t
. , \ CONTRACTOR TO PROTECT FROM .DAMAGE. s EXIT SIINiTARY MANHOLE
REMOVE FOt3A ELE TRICA ' • s '`. ... .•;t. • : _ . •`: 0
Q EXISTING STORM LINE
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SERVICE SERVING P
L _.w , ; �•. ,. c� NOTE..DEMOLITION IN PUBLIC STREET ROW •-.
Y 1 _AND MAIN BLDG. LO 'ATED.' y 1 - — - f Z -
K. ► w IT EXCEPTION ON-SITE SITE SIDEWALK REMOVAL., NO
d ;-= . ; . WITH THE OF O SIT ALK G r:
ttt -----� EXISTING SANITARY ER ' t!?
OWFREESTANDING P OQ, ' �; �-�- DEMOLITION 15 TO BE COMPLETED WITHIN THE PUBLIC ROW. TREE PROTECTION FENCING N w
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BOARD AT WE SIDE 0 Q VEGET -' `. :: ' 4 �. ' }: w IF `NECESSARY` FOR SITE SIDEWALK',REMOVAL„ A SAWCUT MAY BE I
\ t , , t �.._._..._._186 S '' ,• . :4. . •. • q.,; q:a .• ••.' : =; � PERFORMED IN THE .SCHQLLS ROW AT THE 'BACK- 01= THE EXISTING � � p .a
PORTABLES. RRIDOR BOUND • y .;: BARN ! Q SIDEWALK. ALL PUBLIC SIDEWALK IN THE SCHOLLS ROW THAT I rn
"�... �� \ \ '�' : •. ` " -' •: i U EXTENDS EAST AND WEST ALONG THE ROW IS TO REMAIN. 00 /
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\., '�`t a • . a•° a: .• •% Spm f, «\./ g PROVIDE TREE PROTECTION FENCING Q 3
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a ' ► EXTG. RIM:186.30
12" IN (NW): 180,20 w-
cn
�. 12" DLII (sj: $0.1 o
_ DEMOLITION GENERAL NOTES rso
_ - EXTG DITCH INLET _ DEM
Y R '�+ _ , .�-. RIM:177,75 CEDAR 1, THE CONTRACTOR SHALL.BE BE REQUIRED TO VISIT SITE PRIOR TO PREBID MEETING TO FAMILIARIZE v�
WE AND BOUNDAR P � , " " w
- . _
' `� `� _.w ..- - _ _ 1 AND IMPROVEMENTS TO REMAIN.
'� "`� 10 HIMSELF WITH DEMOLITION, GRADING, ETC., W
FISNMAN' ENViRONIUIENTAL �` x� �' 1 12 ouT (w). 175.13 v - - -
SERVICES. !' -^��_--- ti g '� CEDAR L E RESPONSIBLE TO REMOVE ANY AND ALL ITEMS NOT OTHERWISE LISTED
_ _.._ -- 14 2. CONTRACTOR SHALL B RSP
HEREIN THAT CONFLICT WITH THE CONSTRUCT1ON OF THE PROJECT. CONTRACTOR SHALL CONTACT D~ �S' P. K1
4
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• , `. ti.: �,----- ______-.___.._.y. -- ---.____..-__ _•____-.---�_.____ - ^..- , ; (7R# 8•_\ ENGINEER IMMEDIATELY TO DETERMINE IF ANY ITEMS NOT SHOWN ON THE PLANS MUST BE d a
\• " j ' ,-` 14 REMOVED. FAILURE TO DO SO DOES NOT RELIEVE CONTRACTOR OF RESPONSIBILITY AND COST FOR !ter a
• �•., --` -„ �,:, - C----12 :OUT. (S): 177.77 (EXTG)- ,. -
-; REMOMNG ITEMS REQUIRED. 4
qp ' '"”' �► �s ;EXTG, OUTFALL PIPE TO BE - -� DATE: 08 . 23 2012
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(� QJ�/ �► _ -___ _ - -- - -- - i SHORTENED - SEE STORM PLAN------ "_. 12" FIR �� 3• a
/� C ` , 14 12" __ CONTRACTOR IS RESPONSIBLE FOR REVIEWING (IF APPLICABLE) ALL KNOWN ENVIRONMENTAL DRAWN BY: CPK c
„ja� INVESTIGATION STUDIES AND REPORTS PRIOR TO BIDDING. REPORTS ARE INCLUDED IN THE w
°
i `k ► _ , _ + ! ._ x� '-. PROJECT SPECIFICATIONS. CONTRACTOR TO COORDINATE WITH THE ENVIRONMENTAL ENGINEER ON PROD. MGR: CPK40
___..----- --___--A�_ __.__._. . EXACT AREAS OF CONTAMINATION, IF ANY. I
'`�Tim ,-�--- ..__ f fi' CLONE FENCE i
a CHECi4ED BY: .CPK- N
- ' d8� 4. THE CONTRACTOR SHALL TAKE EFFECTIVE ACTION TO PREVENT THE. FORMATION OF ANY
aur► ~'`. AIRBORNE DUST NUISANCE, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM PROJECT NUMBER
_ ;` � x82�� --- FAILURE TO FOLLOW_WASHINGTON COUNTY AND CITY_OF TIGARD GUIDELINES. Lu E T. ( N
EX MH 01X _ x
5. ALL EXISTING REMAINING UTILITIES AND REMAINING IMPROVEMENTS THAT BECOME DAMAGED
SS
RIM:174.72 x80 - DURING CONSTRUCTION SHALL BE COMPLETELY RESTORED TO THE SATISFACTION OF THE LOCAL CASE FELE NUMBER
6" IN (E): 168.92 (CONTRACTOR TO VERIFY)-.,_
S,g 1 1 `'- '�-1? `� _ AGENCY AND THE ENGINEER, ATTHECONTRACTOR'S SOLE EXPENSE: IT SHALL BE THE
15" IN (NW): 168.72
�► 8_-_ RESPONSIBILITY-OF THE CONTRACTOR.TO DOCUMENT PRIOR DAMAGES.
.92 `.� -x>> ♦ a
15" IN (W): 162
8" IN (S): 164.32 ► �, 6. IF ARCHAEOLOGICAL MATERIALS ARE UNCOVERED DURING GRADING, TRENCHING, OR OTHER O SHEET NUMBER
EXTG 15" OUT (SE): 162.72 x�s_, EXCAVATION, EARTHWORK :WITHIN 100 FEET OF THESE MATERIALS SHALL BE STOPPED UNTIL A S
S \ PROFESSIONAL ARCHAEOLOGIST WHO IS CERTIFIED BY THE SOCIETY OF PROFESSIONAL � 1043
ARCHAEOLOGY (SOPA) HAS HAD AN OPPORTUNITY TO EVALUATE THE SIGNIFICANCE OF THE FIND
AND SUGGEST APPROPRIATE MITIGATION MEASURE, IF THEY ARE DEEMED NECESSARY. OF 18 _
J.
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