Plans BU P2019-00309
XREF LIST
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P$Itscole: 1 EXISTING STRUCTURE AREA (SF)
Resolved
JCA030X01 IT
[� I HERTELGASWELL/
Jca030x11 I R CiEiVEQ SURVEYORS INC.
06150 S.W. 124th AVE.
NOV '12919 BEAVERTON, OREGON 97008
1834- SFCITY OF TfGARD (503) 644-3179
BUILDING DIVISION
1
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REMOVE TREE
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,+ ")/ eill) 1056 SF ..)5 O n
PRESERVE TREE SD Z7
�� / 'C�3 PREGISTEREDROFESSIONAL
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I LAND SURVEYOR
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el 1060 SF
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OREGON
!•;;.':'.:'.'. JANUARY 14 2003
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BENJAMIN S. STACY
• ' FOUND 5/8" IRON ROD WITH
_ tc(1) \a� �- YELLOW PLASTIC CAP O ` 57191 J
• *� LOT 25 \ / \INSCRIBED LOVE PLS 747" RENEWS: 6/30/2018
+, L" SN 298091
a< 521'41'54"E 0.02'
11,0SND ssr, Rvirw ABBREVIATIONS:•
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ELEV. .. 231.09' 8111 \0••,, OUND S/VV" I LEGEND.'
• F �;y" . -IMP ELEV. - 231.27' AC ASPHALT O _
'.� --.414r
— -- — — � 1.4.30' --- 14, — — BOUNDARY OF SITE AP ANGLE POINTCONCRETE ��
a
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.•.•.•:•:•::::•::•
- J�. • FOUND MONUMENT AS !DESCRIBEDCl/ �w
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GIN
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COR CORNER
liar) ', :• :{� • .7146'E O.DS' �,'t� FIRE HYDRANT V
NM— 161:6-N a I' Rer* ' .' 'll: i:�11:» 4 tS�,`C�, DBYL DOUBLE YELLOW TRAFFIC LANE UNE 111) vv
- ,'� ' . T.t4VM6.ER.ZQ1 Y�"0�3 . \ WATER VALVE DEC DECIDOUSP Z
•i .. •!••• -••••• •o• • :•..i-4.. /.'.::....'.:'.'.'.'.':.'.''.'.'.' �, Ig WATER METER EC EDGE OF CONCRETE 0 LLI H �`
� E - / °4�- ")11' ;x,,\�, G' '�1G, • CATCH BASIN EP EDGE OF PAVEMENT i
` ` O l \ FC FACE OF CURB �I
cATla�tslN 1# - • _ _ . ¢ V' ¢t. 9�, STORM MANHOLE
\ FCB FACE OF CURB WITH B" EXPOSURE \11 { n
ts' N male Nar 14-s12e1 e' ilk N.` J�� �p CURB UNE FD FOUND 1..1.E
IE- 12'CCP our TO SOUTI r319.M' 4 :.' . ?'.` rt ` ' �' �► r�r f .".••••••••••••i r r r r r r r r r BUILDING LINE GB GRADE BREAK111 n
... :� ,+ .. \ s" e' POPLAR TREES I O 4. EDGE OF PAVEMENT GL GAS UNE
-2 2
•.• •.•-�.•. i ' •••. ` . millIall
�.'. '�► r 9� vQ EDGE OF GRAVEL GR GUARD RAIL
.fOl1ND'.'Sii3••IR01 :-r..l . v. �,
_ `7� - V'�. : b S27'41.08 5.07' r i i j
' . = i1 ,..:. \ STREET SIGN
IE ELEVATION (0) W O
... ...... :..... . .. ,�` .........N3a{"y.32'.w...,..0:07.• 4 (52741'08"E •7') \ �� EL iv�t* 4�`� •. a�B NtON ROC 1 TOP OF HIGHWAY GUT SLOPE IR IRON ROD
......." -•••-• -• •_ ••••••. .... ... '.. .... ............. L Q
••• .......". ", "...........• .• •" _ i-,�� - �\ i �Q� ® SANITARY SEWER MANHOLE LP LIGHT POLE O O 1---'
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�, 1 5 8" IRON ROD `� PPO POWER POLE LS LANDSCAPED AREA lh Ld 0m
1••_•.•• •• _ "�"11" DEC 1 - ►T '► GA(— POWER POLE GUY ANCHOR MB MAIL BOX —(,...9rI'�
' [SN 29809 /S' IRON /� a DECIDOUS TREE WITH DIAMETER NH MANHOLE i� l
I 9 '.' Tier ww �1 C� ` \ r FIR TREE WITH DIAMETER NG NATURAL GROUNDLIU Ct z cr
... ....... .. N41
� OP OVERHEAD POWER
' I VOA _.- -1 sem"IRON ROC \ —a X a X WOOD FENCE LINE PP POWER POLE
l : 1 C�}111111411 W
I t:. •. / v� "` `�oA X O CHAIN LINK FENCE LINE0
. '' _ , / �` I 0�3� `',?o IR
# UGHT POLE SMH SANITARY SEWER MANHOLE O O
"• SW CONCRETE SIDEWALKe. O �--� t f 1
WI
�.. ;�., ,x.. - ','•i. car, T_i / p,�l / \ �° SANITARY SEWER CLEANOUT SVML SINGLE WHITE TRAF'F!C LANE C n .r._ V J
R' '• -,441/1'..- A$HcIp.._ C.--11410 O� / \ y� �� , I/ TOE TOE OF SLOPE It 0 r H 1..4.J
STORM We NET 311.•. ':' .' si i f TOP TOP OF SLOPE0
QIJ,IEI 230.27 7�. J---.4.../. / , tI// Et O
L . . • •] . • y.#... Q Com' / yp \ \ TFC TOP FACE OF CURB Q11
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1— � FOUND IRON ROD WI \ 1 , \ UV UTIUTY VAULT (:) — O iT T
e 13 �'•� '�rt•1.: :ci, ••. • �. �� �� YELLOW PLA C CAP \ WL WATER LINE Q W
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- -�,i •tio,••• •,,- s;,,t � DO• MENT NUMBER 2016 04309 1 o YPc YELLOW PLASTIC CAP
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PARCE ``�, rD '�"'/ s 2g:1r �.�. •. •i 4 �� // 1• UMENT NUMBER 2016-843�'
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/ . DOCUMEN NUMBER 2016-i 095 ' / •••„.„ .:.'..... �+;.....
•
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28 oeclo 1 8± SQ. FT. FOUND 1• IRON BAR �. : _ \ �w
�; :.......:::' ` . - 22 k34' ,r ,.. ..............._""."".".•"."••...... REMOVE EXISTING CURB
...ef
-217.40' •...
:...... ,..........y .::.:.:.....:...r ,� D�► g.. .. _
PRESERVE AND PROTECT EXISTING +our-21s a' �; 0 • v� •
Y� E: 2
42 AND 35 OAK TREES. ••••• •• �� ••' ••
} �.. .....'.'�•.'-'.':.'.'.•'vy •a ,, WOOD FENCE r� .'.�:..•;.:'�8• �Fa:• �a�:.'.'.':. �,
SEE SUPPLEMENTAL ARBORIST % .- . ,... ;}::.,;:.. . t,` ? (14)
r..- : i • di,. � : . ..... : :::;:'..'.'..'.:: ,
REPORT ADDENDUM DATED }• ' ;� _
JULY 27, 2017 .. } ' ''/ '' 11111 1. 32" DECID
a 11)...--11 ..
:11-11. -IRI, 1 ,z +�.� / .: .'..'
S : Fi7��► . �L i REV. DATE BY
_ • � ` IE 18. e
y \ ....... ... • 4 � � kW X801/17 GID
.... .... ... ... , 1 1 1Z
y . 7•' D. 0 4�
RISERS ^1;�.- / SCALE: 1"=30'
illtillikil
; : •z'•DEas 30 15 7.5 0 30—REMOVE STRUCTURE
i l'oria
CATO/LASH -P :1 .....
IE IN FROM SOUTH.213.87 ; . tt . •,� SURVEYOR'S NOTES
E OUT TO NORT}I-213 5� 1•. ......'� ..i.. .... ' PINE •'.••••••••••••••••••••'............"
�•:': `: " y�:...::. ` l :•:•:•:•::•:•:.•;•.. 1) ALL BEARINGS FOR THIS SURVEY ARE BASED UPON
... : .....:. � � �� REMOVE STRUCTURES ' * .....`� \ WASHINGTON COUNTY SURVEY NO. 29809.
• • • • 2) THE BOUNDARY LINE OF
:::::::::::::x....:.. .. I .. T..........:.:.. , • •.,;._. .• \ NE SITE IS BASED UPON WASHINGTON (I)
�� ::':':: ' COUNTY SURVEY NO. 29809.
1,, 0•. ,�, .:.::.::.::.:.:::. ...... REMOVE EXISTING AC, CURB, & SIDEWALKS
1 t •~ `• :- '_ ' "::• :• 3) ALL ELEVATIONS FOR THIS SURVEY ARE BASED UPON CITY OF
'r 2'�' ' TIGARD BENCHMARK NO. 126 AT THE NORTHWEST CORNER OF11:1)
1 \o , t� i :. HALL BLVD. AND HIGHWAY 99. ELEVATION OF BENCHMARK =
Zr%
l 206.48.
ci... \ _ . },!�+!+'' \ \ 4) 1' CONTOURS WITH EVERY CONTOUR INDEXED. PROJECT
-} • / .:.:: _ NUMBER JCA030
-••--• \
CLi • .} '' Date: 0312712018
:I.. \Z • \ GENERAL N 0 TES
�- }:._..._.. Ikairm
Scale: AS SHOWN
N 1 .....
\ 1. PRIOR TO SITEWORK, THE PROJECT ARBORIST SHALL PERFORM A
•
a �, :}: SANITARY • • •• •• SITE INSPECTION FOR TREE PROTECTION MEASURES, DOCUMENT Drawn By: KRF
v, 1 ` �''�°�'"E °'' \ "••"•""
COMPLIANCE/NON—COMPLIANCE IMTH THE URBAN FOREST PLAN
i•- lmeni
.Iii }...: .....
• SEND WRITTEN VERIFICATION TO PROJECT PLANNER Designed By: GID
o ••• • `i 2. THE PROJECT ARBORIST SHALL PERFORM TWICE MONTHLY
INSPECTION DURING ACTIVE SITE DEVELOPMENT Checked By: GID
ELI
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EXISTING CONDITIONS DEMOLITION AND TREE PRESERVATION PLAN Q
JJ SCALE: 7 " - 30'
0
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XREF LIST 2.5" ASPHAL 17C CONCRETE (AC)
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JCA030X r 0 . • '. �f �� . i.�rf •A i'.'�Ir1 •. �aN fr!.�� {� ��t f ��t.{�r�{��t�fr.�f� arif�+� �ivit; �Sitao'
JCA030DDX50 I v-. ��+ '�� �� .�. .�. v-. ��• �•. vw
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lb OW& OP 0 41, 11P
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7.41
01 I�� 500 W. 8th Street
i \ to
' X'/��� �� � ��/�� ��� � J���y%'tel Suite 205
N ./�y/�� � ,, y�/ i� � ���\ Vancouver, WA 98660
����/ /��i ��`��\��i�/\/\.�i �i\ (503) 644-4628
\ 2" OF AN APPROVED 12" PREPARED
r: 3/4"--O" CRUSHED AGGREGATE
`y (LEVELING COURSE) SUBGRADE
wy1.
/ / 8" OF AN APPROVED 't� D �QF•�
„, 1 1/2"-O" CRUSHED AGGREGATE �G i N�`d► `r�0
fi 1 PAVEMENT SEC TION c4R 15. 1-94N���
ie
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\ . ,i-vi:4 C2.1 N. T.S.
-,-
:(_:‘.•,z.,
::•••,•,:•; .. 14:� � EXPIRES 12-31-19
i', PER VIOU • \
PA VEM T • •
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- 1"
o
0
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/w y ♦••••,•••••♦��� .�••``"r in •; ' . 'PAVEMENT (0
f)
' :40:01)F
/ or
\ \ " DEPRESSED CURB FOR 0 Lii
/ c-k4E ';, ` DRIVEWAY (1" LIP)
/ \
.... _•'+w •, DEPRESSED CURB FOR (f)
'.r �� •� PROPOSED ACCESS RAMP (0" LIP) \41118 <
°' STORAGE FACILITY
1 CONSTRUCT 9"
3
> . `. CONCRETE
-' sIDEwALK C 2.1co
y. NOTES: I: _•;.,�'` CONSTRUCT ,.. � �ACDRIVEWAY �� 1. ALL RADII SHALL BE 3/4" EXCEPT AS OTHERWISE SHOWN 0O
1 \
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...
: Ill
m
1. 42' •AK +-1
•
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2. ISOLATION AND EXPANSION JOINTS SHALL BE PLACED
I ONLY AS SPECIFIED
/ \
60.0' A 3. CON7RAC710N JOINTS SHALL BE PLACED AT 15' INTERVALS
I�; C UNLESS OTHERWISE SPECIFIED. AND SHALL EXTEND AT . Cr:Dt w
O rx
ci, a,,,
ill
R W LEAST 50% THROUGH THE CURB OR CURB AND GUT7ER. O
40
35" AK ' . '
• l__! CD
h{.: . p' `, 4. A CONTRACTION JOINT SHALL BE PLACED ALONG AND LJ
/
1111P
t'': ,'. / ��� OVER WEEP HOLE THROUGH THE CURB AND THROUGH THE Q T
1 f ..-.: R/W ��� I� i �: '��41
' SIDEWALK. I-1
ODEDICATION ��, � �. . . 'II/ CD
- / //J/l//((11 �• �r� V 1
� VARIES i � _ ' , A � �� 5. WHEN SIDEWALKS ARE CONSTRUCTED, EXTEND WEEP HOLE LJ T-.
�` 24.0 :; s... � ' �` ' �I TO BACK OF SIDEWALK. INSTALL COUPLING ON END OF CC (f) ,-
i AC `• Via. _ . r ' ��
..... :.' - , , ' (1010tWEEP HOLE.
PRESERVE AND PROTECT EXISTING 42" ' CO
"� STQRMWA TERAND 35 OAK TREES. 50 ,, "� EASEMENT � �• • SAWCUT AND REMOVE s• WHEN INSTALLING CURBS WITHIN EXISTING ROADWAYS
REMOVE AND REPLACE PAVEMENT AS REQUIRED 2 FT.
SEE SUPPLEMENTAL ARBORIST :..' y PLANTER ,� R36.0' �� (31.1 T
( T
l TO CITY OF ,� ��� EXIST CURB &
1 ..• TIGARD ' a•. ': MIN.
REPORT ADDENDUM DATED 1.0 BUFFER �� SIDEWALK )
JULY 27, 2017 \ \ �F.'\.. :`.'.t. j �
•` �,� 022.1 CURB DETAILS38.0' Inz 2R38.0' 2 1 �� • Ru_ii
•'R7.0 N. T.S
CONSTRUCT STD CONC CURB ~.. �+ 0
.� �► R25.0' 16141n
CONSTRUCT 1 C4.1 "� `
EXIST
2 CURB RETURN � � ��� 4.0 `' •
Vgf....:.:. r . 4. AC BUILDING
r �t5.� V '-i• TO REMAIN lit
C2.1 \likvo:,_
*.• P
‘411 •• .~ -o°` 6 SIDEWALK AS APPR01/ED BUT NOT '
'� ;W %eft 2
. : ti.:F .� w-,.� 0 LESS THAN 4
,14 lxv'
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CI ,::..4,,„,..101, 100 .
, ________,
R50.0' 14C.)
+ - 2.0% MAX
25.4' CI)
3.0' \III'
R25.0\ 1.
\ .;,•. r Ipteswi ooc�000000 oo17.1:: ::;.oaao • k , REV. DATE BY
�-- 50.0' .. a. Lids ta.
yy , , „ ,Z e 18/31/17 GID
it _ " "� ;;� •` . + - ,� OF 3/4 -0 CRUSHED
i. R15. '«� END NEW
0� � ill
"" ,°, 4.. ..: 41.
CK OR 2" OF SAND e 13/30/18 GID
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1 / .. R62.0
R:! ware%e I
ROAD CONSTRUCTION
CONSTRUCT
ti,
CURB RETURN \001 ;:
XREF LISTI
Ltscale: 1 ti��/I\ / \ THE GRADING PLAN WAS PREPEARED PER THE RECOMMENDATIONS OF THE GEOTECHNICAL
Peltecale: 1 I / K \ REPORT PREPARED BE GEOPACIFIC, INC DA TED JANUARY 13, 2017.
Resolved I CONCLUSIONS AND RECOMMENDA TIONS
JCA030X01 �SGN 8" ASPEN \
JCA030X10 - - - - - - - - -22 - \ SITE INVESTIGATION INDICATED THAT THE PROPOSED CONSTRUCTION IS GEOTECHNICALLY
JCA030DDX50 1- .22E1' '• \ FEASIBLE, PROVIDED THAT THE RECOMMENDATIONS OF THIS REPORT ARE INCORPORATED DESIGN GROUP INC.
JCA030DDX60 / i w INTO THE DESIGN AND CONSTRUCTION PHASES OF THE PROJECT THE PRIMARY
I / 231.00 \ \ GEOTECHNICAL CONCERNS ASSOCIATED WITH DEVELOPMENT OF THE SITE ARE:: 500 W. 8th Street
�': A 1) UNDOCUMENTED FILL SOILS AND SMALL STOCKPILES ARE PRESENT ACROSS SOME Suite 205
\ I /
///-23� O \� \ PORTIONS OF THE SITE. THE SOILS SHOULD BE THOROUGHLY REMOVED IN AREAS Vancouver, WA 98664
I / \ PROPOSED FOR DEVELOPMENT (503) 644-4628
/ / Opp •\ \ 2) A MINIMUM FOOTING-TO-SLOPE SETBACK DISTANCE OF 30 FEET SHALL BE MAINTAINED
--� / Zza` / �.' FROM THE TOP OF THE EAST, NORTH-EAST FACING HIGHWAY 217 CUT SLOPE LOCATED
I ��s / •
`� \ ALONG THE EASTERN MARGIN OF THE PROPERTY.
rii
�,. ,+,i `• \ 4' RETAINING WALL SITE PREPA RA TION RECOMMENDATIONS :4,19115:0: �� y�,ill;)-)(j‘ / \� ` AREAS OF PROPOSED CONSTRUCTION AND AREAS TO RECEIVE FILL SHOULD BE CLEARED OF
\ VEGETA TION, STOCKPILED SOILS, AND ANY ORGANIC OR INORGANIC DEBRIS INORGANIC"") Nis, / \\ DEBRIS AND ORGANIC MATERIALS FROM CLEARING SHOULD BE REMOVED FROM THE SITZ. ' N ,'ee ORGANIC-RICHSOILS ANDROOT ZONESSHOULDTHENBE STRIPPED FROM CONSTRUCTIONc �`�' fir'.• ' `\ \ AREASOFTHESITEORWHEREENGINEEREDFILLISTDBEPLACED. ANYUNDOCUMENTED I. D' ��\
I X42" AK i ` FILL ENCOUNTERED WITHIN THE PROPOSED DEVELOPMENT AREA SHOULD BE REMOVED.
� -2" OAK / / \ ' \ DEPTH OF STRIPPING OF ORGANIC SOILS IN UNDISTURBED PORTIONS OF THE SITE IS EXPIRES 12-31-19
\ \ ESTIMATED TO BE APPROXIMA TEL Y 8 INCHES ACROSS. WE ESTIMA TE THAT STOCKPILED SOIL
; � go \ AND DEBRIS IS APPROXIMATELY 3 TO 4 FEET DEEP, PARTICULARLY IN THE VICINITY OF TEST to
.'-':c1 Qx \ PIT TP-5. THE FINAL DEPTH OF SOIL REMOVAL WILL BE DETERMINED ON THE BASIS OF A
1‘.. / / \\ y
SITE INSPECTION AFTER THE STRIPPING/EXCA VA TION HAS BEEN PERFORMED. STRIPPED
/ / cy� STOCKPILED ULD BE
REMOVED D DESIGNATEDM THE SITE AMY AND STRIPPINGAINING OPERATIONSTOPSOIL SHOULD
BE R O
/ \ -95_\ BE OBSERVED 0-4
\ � \ AND DOCUMENTED BY THE GEOTECHNICAL ENGINEER OR HIS REPRESEN TA Tl VE. IF O0.1
' `, G/ .\ 1.1
ENCOUNTERED, ALL UNDOCUMENTED FILLS AND ANY SUBSURFACE STRUCTURES (DRY WELLS, 1:::)
r;`, \ ' SITE A R A \ S� BASEMENTS, DRIVEWAY AND LANDSCAPING FILL, OLD UTILITY LINES, SEPTIC LEACH FIELDS,
Al OZ5 Z
/ 11" DECID *:j •
O,o \ ETC.) SHOULD BE COMPLETELY REMOVED AND THE EXCAVATIONS BACKFILLED WITH
Ca)
I •" PINE /
:1111‘111111111111V �j�+ •2,216 sq.ft. \` F` \ ENGINEERED ALL.4
� ♦i 74 acre-
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'� A PRESERVE EXISTING AC z \
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PRESERVE AND PROTECT EXISTING TW 21 00 il i '�/ �� �,
t DIMENT BW 215. :s , ,� li - /
42 AND 35 OAK TREES. , ( */ \ 0
.NCE
TARBORIST Illik ...1.4„,,,
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SEE SUPPLEMENTAL / r,� \V‘t \ •\
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EQUIPMENT, VEHICLES, MACHINERY, GRADING,
DUMPING, STORAGE, BURIAL OF DEBRIS, OR
ANY OTHER CONSTRUCTION RELATED ACTIVITIES CO
ARE PR OHIBI TED IN ANY TREE PRO TEC TION
AREAS.
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