Plans (72) BU P2019-003 10
•
XREF LIST
Psltscole:' 1 EXISTING STRUCTURE AREA (SF
Resolved CASWELL/
JC4030X01 Z HERTEL
JCA030X11 II
SURVEYORS INC.
06150 S.W. 124th AVE.
97008 OREGON 97008
(503) 644-3179
1834 S FNOISf/lfa ONIQ�If18
abyJll�O AllO
0 1056 S F
X
REMOVE TREE 6402 �' SON
1 0�1113031d
PP R+ (--****) PRESERVE TREE ` `� ` REGISTERED
PROFESSF �'"11 �� NAL
AND SURVEYOR
1 1 /
�g,� / //66t1 /fes �B
I g� /
OREGON
•/ 1 Z; JANUARY 14 2003
=>a" (3i6C) S F
" litpo N 13 0 BENJAMIN S. STACY
.......... ...... .. .... .
,,,
Y FOUND 5/8" IRON ROD WITH . . p 57191
•
.41
;;.;• .• � \w >�YELLOW PLASTIC CAP - .
I 1 INSCRIBED LOVE PLS 747" RENEWS: 6/30/2018
LOT 25 \
�+ SN 29809] 0 O. C)
S21'41'54"E 0.02' .4.- ..47.."4:1'-a
• �1
: i1D F•;1 5:: : •• ssrte'ta11r 3ee� �] "D cjrik110 .
FOUND S�IRON ROD LEGEND: ABBREVIATIONS:
�:, sPEN ElEY . zsl.00' . ;. 5/e•
— — — — 33
S%'56'48"W 164.30' _30 vr'` ELEV. - 231.2] — — AC ASPHALT CONCRETE �� Q ��
BOUNDARY OF SITE AP ANGLE POINT 0 ��
I • •: .•, �- •. l --; ND
Q FOUND MONUMENT AS (DESCRIBED BEG
BFC BOTTOMaFACE OF CURB '0
0 ~y
1 -• :// _i J to g2�31.61' Rao —
CONTROL
POINT CENTERLINE
BC BUILDING CORNER
... ... ...... ... ��fi"` : . . � > 04' '11 1 FOUND B" IRON ROD WITH W WATER LINE CB CATCH BASIN
YELLOW STIC CAP C GAS LINE CC CURB CUT O
RET ING WALL INSCRIBED OVE PLS 7 !!!
" S SANITARY SEINER LINE CLFL EKFENCEUNE
NM
VIM YPC
;op CONI TE
I .i / \ N 29809] •q OP OVERHEAD POWER LINE COR
•• 4.' 7'46"E 0.05' FlRE HYDRANT CO 0
• '• • ;� { �>�I� I I', •_• �} 4' IIi�YGi� cb 5� DBYL DOUBLE YELLOW TRAFFIC LANE UNE (f)
j�t ! ' I e ' 0 ?'. . WATER VALVE DEC DEDCUS .✓.�_
:..:. r . . t�ltJMkJ.Gt l'.'Lkt1' .. . O
•:�:: ` : 1 fir..:.:.:._.`:...:::.:......... WATER METER F..1..! F-
s: ,: ,' 8IY3 : Sq.: FT:.'.'.'.':.'.'.'.':.': • .:... t( ' �� EC EDGE OF CONCRETE CZ/
\I cn
:: IQ 131 1j�' ;,�. yr ` f CATCH BASIN EP EDGE OF PAVEMENT i
- • O \ \ FC FACE OF CURB --1
�, y ® STORM MANHOLE
CATCFBASMI .... _ ,• . ........ ........... .. \ CURB WITH 6" EXPOSURE
�. FC6 FACE OF
re Q .•.'-... ......... 0 �� i _._._,. _,., .,. .. CURB UNE FO FOUND
a �o d Q.
OCP N FRpI NORii.ZtO 61 -, { ...:.:.......'.....' .'.'.'. .'.' ,�, i i i i i r
E- Sr CCP OUT TO SCUM-210.111 • f •' • 4-2';•� �1 �' `�\ tales f BUILDING LINE GB GRADE BREAK1114: 0
'� ..• I: 6-e POPLAR TREES ICD X41 EDGE OF PAVEMENT GL GAS UNE
q }' •� � �': `�••�' • /� 9sq EDGE OF GRAVEL goal Z
GR GUARD RAIL I? 2
',ti+ _ FOl1HlD58 •i1�0?�i • \ GRVL GRAVEL A ro0
I#.:.;.. 5274108 5.07 ■ ■ i i
j' ' //te�a 52T41'08"E i 7' \ k7� �'' STREET SIGN IE INVERT ELEVATION ,, ee �
• .......•.....LV3�F'02'31'�II�'.'.OA7.-. a STT 5 u ON Rao TOP OF HIGHWAY CUT SLOPE IR IRON ROD (Ili �//�
F• \lam i. . 5F I1 Z
SN:298099 ': L . • rio6.71"
..'..'' :... \ r 0 LP UGIT POLE O
(r 1_w. /� / i\ SANITARY SEWER MANHOLE
• �� '� / ` N. �b POWER POLE L5 LANDSCAPED AREA I_U 41! g 8" IRON ROD _ ` . _• I4f11" DEC r - ►T ► \ a'C POWER POLE GUY ANCHOR MB MAIL BOX —
UJ
DECIDOUS TREE MATH DIAMETER MH MANHOLE (3 I , T
all u)
P (SN 29809 / /6•grow \ W 2
q '' ....... '71 `ti • FIR TREE WITH DIAMETER NG NATURAL GROUND
au, usu. 1 / ` 'fi 7
' Ct
m ' ' �0 5/B• W011 ROD • \ - X 0—X— WOAD FENCE LINE OP OVERHEAD POWER IG.
1 itPP POWER POLE111(C
I ,I . . / \ d� 4/ • . . 2262 \<\dOA .
X p CHAIN UNK FENCE UNE‘4"64G
ELEV. �2s1.te >trT LIGHT PALE SMH SANITARY SEWER MANHOLE J 0 0 O
r'1 �. �i ,.,O r'}� SW CONCRETE SIDEWALK IX �-� r n
1
F -.).k."S • i• ear / / �P� _„---- ` �� \ o SANITARY SEWER CLEANOUT SMR SINGLE WHITE TRAFFlC LANE T_ ,....
L►J
LI%
WR 4 g .��y1F j:ASI-fta:�:.:1 rt:� oR' � � E TOE aF sLOPE UcEl
�`�` / r�� TOP of SLOPE0snob cu IN '" c i, �1 iO-r�0 / / y\ \ ! 11:42T°
C TOP FACE OF CURB CDQfa (.0
6 1 FOUND PIN '�j'� i-% \ \ TELEPHONE PEDESTRAL I— <
rz
n
I`• !', Ov.
;,''� UP UNDERGDUND POWER j�.1J� T ^^
f%".�t '. I L a>l �' 1-` vet* •1'�i-" •\ l /(---- 0 UV UTIUTY VAULT (f)
O Lu i
.!, �:'.'; . '� - i ' FOUND IRON ROD WI 1 \ MA_ WATER LINE H CO W
ti r. ;•;' ;�,' ; 4+. '- �; '� YELLOW PLA C CAP \ \ �q .- A VLT VAULT —� T i
4 -`��� .'R ! r. . ■ 'BLE Y6 �t�� iia \ i'-- U W
1 . w�I *Awn WATER METER r-
y� • r ` ... re / :No(29;19] .,..\ \ rWFL MARE FENCE UNE
1. .;Alt' . :•,.Q ,6' I PA' EL 2 \ ee l ZIrk
= ia9= ?ri � , - - 1 40 WV WATER VALVE = 1
;' :......:.cam .,,. y.. .. �,1: IX
Ds. MENT NUMB 2016 043094 -- `J
I o .-224. ' rosi) O YPC YELLOW PLASTIC CAP --
••• .. • 1 Cc \ \ k 2 z
..... .,r •�T- � . 12861 f S FT. ,5„..„,,...,. ... 441 .1.,..,..„- .444440444.4:71,,,-..:* a•.. 5/b' tMT1I tit
: I ; 0 IRO ;.I9 B \ _ I G, • a.EV - 23220
jot_.7:00. ii.F.-. is ' .
, ".
% .::.4
. . _.;:4...,_,,t
„.
T.I0C . ....I*
W H
ST MP 1.1 �fi4it
` r�l� 1 4:11/4
2� \ - It
0 V 1 �`
1 \ 144 30.1D Vis• oA �� ' .. \ „\,,,, PARC* ... ,
\ (4)
/ q r 111(( >i<
.'29:i�: jL• f.:: '•' ' , .11;74?
� r /. a Mg
114 i UMENT NUMBER 2`016—i . -
1 , �. . • . IL tR100 FENCE UNE y ... ..... �.� Lil•
it . .....'.•...•........•••••••••••••—•11011°
... lb PARCEL 3 1 _ �?.: ..: . :.
IX
/ DOCUMEN� NUMBER 2016-3095 \ :•.-:••••'• ••••••••••....-••, y
\ s* d l I ' • ••••• •• • \
ze' DECID 1 8± SQ-Ick . FT. I 1• IRON BAR iy ,..
REMOVE EXISTING CURB
CA . ... ...... �11 •.':•: �_ .:... .:.:.::.'..'.:... ® vii.:,, . . 224.34'
' :a,n } • -.yet � :
217.45 �V .. , i.:':.':'. /:: �'.':.'.'.'.'.':.'.'''::,r 2
IE OUT-21559' ��1 r OE......••
PRESERVE AND PROTECT EXISTING 4 .� \
u n 1 .`..•...:... / . . . ,•� I� MOOD FE1lCl .•: � .w..�'::.'.•.•.�..:'.'.'..'
42 AND 35 OAK TREES. 1': :: . ..::: ::::'"'' I .... .. (8)
:� so$. .:o.c>a..
SEE SUPPLEMENTAL ARBORIST .1 l:f,i '=?fir '''::: ',� / y go
�, �� : :'::':'::' :':' ,
REPORT ADDENDUM DATED ` '' •:: : :11Nt7:3/•': RO 1114-
/ � � %�� cJULY 27, 2017 \ \ .,.....: . a 10(
••1911► : ' .. �� '...
' 1111111.1.1
+ 32' DECID
M ' I •I` li'l :: .�, , __C113 REV. DATE BY
. ,..4 '
.... small,
i i . ...--
i
e 108/01/17 GID
T D. D •• •• ••• ,
44.
t'.'..:. �........: 12' `INE � .......',. ...
. .. .... ....
.. . „.. ....
.................„ ...........
".. ". "..
2' RISERS �"'rv- ... / SCALE. 1"=.30' Liu;rial
\\.... .... .....
i-----'"'"
... -• -••-:•: o" PINEmama —REMOVE STRUCTURE JO 75 7.5 0 30
CATCHSAsa+ PP : ::: : i' • ` ,
RII!-216.43' ...
IE IN SOUTH-213.6r ► tom,• SURVEYORS NOTES
E OUT TO NOR1k=213.58 . .:•`.. :• ` PINE ....
. •..•.. • • 1 •:- - •-•• -•••--... ::.: 2) THE BOUNDARY LINE OF THE SITE IS BASED UPON WASHINGTON
ti'.. 1 .. *3 .. , ...'.:::::.:-:- '-.,...• . \ COUNTY SURVEY NO. 29809.
41 -',: . �;�y:: REMOVE EXISTING AC, CURB, & SIDEWALKS
: ':•E•, • ': 3) ALL ELEVATIONS FOR THIS SURVEY ARE BASED UPON CITY OF
+ TIGARD BENCHMARK NO. 126 AT THE NORTHWEST CORNER OFCi)
1' I•..... + ;off HALL BLVD. AND HIGHWAY 99. ELEVATION OF BENCHMARK =
o:!�.. ` ........
..--• \ ::' D ..'.. 206.48.
4 ''' rro ' \ \ 4) 1' CONTOURS WITH EVERY CONTOUR INDEXED. PROJECT
::!::. :�'. :' ':.:.. NUMBER JCA030
iLi :.1: :`:::'::: ... Date: 03/27/2018
g :.i s„',,....3 :---.--\..– •\ •–.•• i \ GENERAL NOTES
t4 \ Imiimi°
Scale: AS SHOWN
C\I :I \ 1. PRIOR TO SI TEWORK, THE PROJECT ARBORIST SHALL PERFORM A
k. :I” " `. SANITARY NH SITE INSPECTION FOR TREE PROTECTION MEASURES, DOCUMENT Drawn By: KRF
MMI-214.54'
•.•...•:..•1.::;..:.' -204 04' COMPLIANCE/NON--COMPLIANCE WITH THE URBAN FOREST PLAN
• 1•:':•••'•' SEND WRITTEN VERIFICATION TO PROJECT PLANNERimiDesigned By: GID
4..,+ 2. THE PROJECT ARBORIST SHALL PERFORM TWICE MONTHLY
INSPECTION DURING ACTIVE SITE DEVELOPMENT
' Checked By: GID
Oriii
q
} LO\ ....:::::::::.
illirridi
..„
EXISTING CONDITIONS DEMOLITION AND TREE PRESERVATION PLAN Q C 1 11
•,..6,_z
SCALE: 1 " — 30' (1)
XREF LIST
2.5" ASPHALTIC CONCRETE (AC)
Ltscale: 1
Psltscale: 1 \ R a
Resolved
JCA030X01 '%;101,011".
�14"- 1x \';"7
;• '1 a+•�+\i• .ti.• �\ 41 \\/r
Y
:
JCA030X 10 / C•ki
V :
•
F.• r r•• �4•�• r•� ►•ldig 'i•� f•r•..•f •..r� r
��o �or ; z"�� rr`�i�JCA030DDX50
DESIGN G
ROU
P
INC
.
/ _ 4111irt
r- -r-r-r-r-gr-
r ~�ilk~`~`~O•O•O•O•
Csi
r7�rf ,�/rr�rwr..rwrf..r��r?.> . 500 W. 8th Street
VancouSvueitreW20A598660
503 644-4628\i�\��7i� \/r\/i\/` /i�`\ �/�\i�\ d�\ \iii�i�\ `\'�
2" OF AN APPROVED 12" PREPARED
s ' 3/4"-0" CRUSHEDA
AGGREGATE SUBGRADE
-,.y:L
///
,•,�� (LEVELING COURSE)
\ 8" OF AN APPROVED ,����.� PROFFf
lhM1
,.., , 1 1/2"-0" CRUSHED AGGREGATE tt 1 x g� /�
h^
EG?,
` 1 PAVEMENT SECTION 4, I. ' ,��
't.:. \
, ,a "4RY
""` 0. I C2.1 N. T S EXPIRES 12-31-19
,.u. PERYIOU \
v'' PAVEM T • SLIC)
pry.: .
C2.1 411.• • tI CZ)
:-Y ,-• • • • • , , C:::1
:y7• . • • • • • • • lo 0 C6
0% (MAX.)
: 44,••••••:04.1"0-3`` III: - .., ..... . .
a
-- .<, IIA6•0/&•*••••••••••••a•P \ .,•• i0 :• PA VEMEN TCO
• • • • • •
` 'yM • • • • • P
�� ►:OW:OW..f‘irfl"4.°
:. '' ••. 4 DEPRESSED CURB FOR Ti i
Vie% (n
M' •' '-•' ` ` DRIVEWAY (1 LIP) p Wf -.*! kiini•
• -. DEPRESSED CURB FOR (f)
I, / \ '' ;•' ,,, ~J PROPOSED ACCESS RAMP (0" LIP)
STORAGE FACILITY 9"
I
�••::'�: '' CONSTRUCT 3 =``\ , �
i., :•:. CONCRETE
SIDEWALK C2.1 '� I
\.e8:7:::,:-... - . .
Ni-
NOTES: °�
► ` • CONSTRUCT•' AC DRIVEWAY 1. ALL RADII SHALL BE 3/4" EXCEPT AS OTHERWISE SHOWN 1-1-1 0 m' tf:; 42" .LAK0 �`' �I2. ISOLATION AND EXPANSION JOINTS SHALL BE PLACED V c�
','.I\ c.
'� �` �I ONLY AS SPECIFIED i
yl // 1
C 2.1 \ �I LIJ /'�/
, ' 3. CONTRACTION JOINTS SHALL BE PLACED AT 15' INTERVALS
/ \L60.0' '. ,., C UNLESS OTHERWISE SPECIFIED. AND SHALL EXTEND AT 0 v� a,
R/W . ;" ` ' .:;',� \ LEAST 50% THROUGH THE CURB OR CURB AND GUTTER.
O
." ✓ Lt
CD iiT
L.1J
35" AK x` D' D `'.. 4. A CONTRACTION JOINT SHALL BE PLACED ALONG AND Q
..., �_:� „...------
/
.,.,,A , r I OVER WEEP HOLE THROUGH THE CURB AND THROUGH THE IL 0 / ,-- H
_ - R/W ,.- , cat
SIDEWALK. H0-
.....-41,
T n
DEDICA 710N -` ' i QO V 1
` VARIES i 9 . ® r 5 WHEN SIDEWALKS ARE CONSTRUCTED, EXTEND WEEP HOLE - ,-
.1 ,. / / T
2,� 0 ;.;;r...,., ��' ��� . TO BACK OF SIDEWALK. INSTALL COUPLING ON END OF
+. ' WEEP HOLE.
/ \------ AC \ ;
PRESERVE AND PROTECT EXISTING 42" ,r•
' i• 5.0' STORMWA TER
� • EASEMENT 41/).'
#‘41.11;140040010\11.
SAWCUT AND REMOVE 6. WHEN INSTALLING CURBS WITHIN EXISTING ROADWAYS, OAND 35" OAK TREES �� PLANTER TOCITY OF •� • REMOVE AND REPLACE PAVEMENT AS REQUIRED (2 FT. 18
,�, T...SEE SUPPLEMENTAL ARBORIST .... R36.0 .• EXIST CURB &TIGARD1.0 BUFFER ', r.• SIDEWALK MIN.) pa 2
REPORT ADDENDUM DATED 'JULY 27, 2017 \,7 :-7., '. ' ,�'' 10.0'
',�'."� S W 5.0' S/W � , ..:::. ...J:. �\�� R25.01\. �. 11 • ®380' 2 CURB DETAILS
2 R7o C2.1 N. T.S 0
CONSTRUCT STD CONC CURB ` C4
EXIST
CONSTRUCT I _I • . �I •' _ 0' R25.0' BUILDING
CURB RETURN `
2 *let , �� / �� AC • TO REMAIN
IIJ _. „�' 6 SIDEWALK AS APPROVED, BUT NOT LESS THAN 4'
\ Si. " Atimi ist 04- . .-
\ .... ...-__ a. ••••:-...,... .
voiA -....4.- ,--- iimi„ 2
\ u)
C Ja - MAX
C R50.0 it%
,
(I)
\ \
= 25.4' 3.0' •
825.0 � ' 4 CO
D �r �o 4. ooc� 000000�0000c�ooU REV- DATE BY
(-- \ /./Q�r� • 11111.1121111
NE I -I i I '_`TT e 108/31/17 GID
1.
••, .' 4 2" OF °-0" CRUSHED
� C4.1 �- I�" R15. (00.:4\14
END NEW " . - ` •4 4" RACK OR 2" OF SAND 103/30/18 GID
R62.0' ROAD CONS7RUCI7ON ii ' , E
CONSTRUCT
c.
:i_<
tli
.....:::::.
,,,,,,,Z i
CURB RE]URN� 11�ffit •;_
.Y. 4.4 1
3 CONCRETE SIDEWALK
(..„„)
a4 t
r` =:h'..:�.• C2.1 N. T S.
0 1
C:1
`'_ ~`' POROUS PAVEMENT PROJECT
a '"�`""_• _ Z NUMBER JCA030
L 1 i k
*'r?- // 2" CHOKER :::::zzot3.1
A
,.:, - 17,... O
4:>..... � Date: 06/30/2017
SCALE1"--20' ,;.• �• '.?�+�•f�tif.`. i��f •w�'•f�'rrt: :*•illi*: Scale: AS SHOWN
.a !. !�! ! l �l�lwl�l�.
N1= 71y.-k ,` r i i •III API Ili al) AP rI • • • i
,.;:.ia. • ! r r .Xr i • r r Drawn B NAB
11P1P10.0.0:1***-14.***0:1601.0 gamci)
Li; % \ \ ' • /� / % \�/\\/ \ \ ! \ Designed By: GID
o ,mo/ \/ /.., A//\>/::>. • /"/P''// i; GEOTFXTILE Checked By' GID
" FABRIC y
b 12" DRAIN ROCKV 1111111
UNDERDR�NE
(:)
SUBGRADE ORCO
o TRENCH SECT70N
FS(73
02 ,
,,
„.)
4 PERVIOUS PAVEMENT SECTION 0 C2 , i 1
w SITE PLAN
N. T.S. 0
z SCALE: 1 20'
XREF LIST \ /
Ltscale: 1 I I \ THE GRADING PLAN WAS PREPAARED PER THE RECOMMENDATIONS OF THE GEOTECHNICAL
Psltscale: 1N__________711-r15)
\ REPORT PREPARED BE GEOPACIFIC, INC DA TED JANUARY 13, 2017.
I I /
D L
Resolved I \ SGN 8" ASPEN CONCLUSIONS AND RECOMMENDA TIONS
JCA030X01
JCA030X10 - - - - -22 -
\
SITE INVES TIGA TION INDICATED THAT THE PROPOSED CONSTRUCTION IS CEO TECHNICALL Y
JGA030DDX50 4,,
228 ).)
\ FEASIBLE PROVIDED THAT THE RECOMMENDA TIONS OF THIS REPORT ARE INCORPORATED DESIGN GROUP INC
JCA030DDX6p w \ INTO THE DESIGN AND CONSTRUCTION PHASES OF THE PROJECT THE PRIMARY
/ 231.00 \ GEOTECHNICAL CONCERNS ASSOCIATED WITH DEVELOPMENT OF THE SITE ARE: 500 W. 8th Street
205
I I / ��23 0 \ O ♦` \ 1) UNDOCUMENTED FILL SOILS AND SMALL STOCKPILES ARE PRESENT ACROSS SOME VanCOUV to WA 98660
/ PORTIONS OF THE SITE. THE SOILS SHOULD BE THOROUGHLY REMOVED IN AREAS
I / i \ PROPOSED FOR DEVELOPMENT (503) 644-4628
/ / .♦ \ 2) A MINIMUM FOOTING-TO-SLOPE SETBACK DISTANCE OF 30 FEET SHALL BE MAINTAINED
I _.--i473-- / Z`1'� -'� \ \. FROM THE TOP OF THE EAST, NORTH-EAST FACING HIGHWAY 217 CUT SLOPE LOCATED
• \ ALONG THE EASTERN MARGIN OF THE PROPERTY.
•, \ \
ro
SITE PREPARA TION RECOMMENDA TIONS G i N$ f'
`, l \•�a'.7 `♦ \. 4' RETAINING WALL �C� v 19 60 �� �e.
\ AREAS OF PROPOSED CONSTRUCTION AND AREAS TO RECEIVE FILL SHOULD BE CLEARED OF
/.4!. \ /( %%
• ) ♦ \ VEGETATION, STOCKPILED SOILS, AND ANY ORGANIC OR INORGANIC DEBRIS. INORGANIC 7
�> C N
/ ; • DEBRIS AND ORGANIC MA TERIALS FROM CLEARING SHOULD BE REMOVED FROM THE SITE 7
3'e \ ��. \ ORGANIC-RICH SOILS AND ROOT ZONES SHOULD THEN BE STRIPPED FROM CONSTRUCTION �, "a' 15, •k°�' G
ry \ AREAS OF THE SITE OR WHERE ENGINEERED FILL IS TO BE PLACED. ANY UNDOCUMENTED 44.
wl X42" AK i ` FILL ENCOUNTERED WITHIN THE PROPOSED DEVELOPMENT AREA SHOULD BE REMOVED. I. D +
2" OAK / • \ \ DEPTH OF STRIPPING OF ORGANIC SOILS IN UNDISTURBED PORTIONS OF THE SITE IS EXPIRES 12-31-19
0
ef. / / ♦` �O EST7MA TED TO BE APPROXIMA TE'L Y 8 INCHES ACROSS WE ESTIMATE THAT STOCKPILED SOIL
,,,,, ., .
i .o \ AND DEBRIS IS APPROXIMA TEL Y 3 TO 4 FEET DEEP, PARTICULARLY IN THE VICINITY OF TEST to
''' I
��� ` ca. \ PIT TP-5. THE FINAL DEPTH OF SOIL REMOVAL WILL BE DETERMINED ON THE BASIS OF A
/ •♦ y� SITE INSPECTION AFTER THE STRIPPING/EXCA VA TION HAS BEEN PERFORMED. STRIPPED
1 / G1,S,\ TOPSOIL SHOULD BE REMOVED FROM THE SITE. AMY REMAINING TOPSOIL SHOULD BE
4 \ STOCKPILED ONLY IN DESIGNATED AREAS AND STRIPPING OPERATIONS SHOULD BE OBSERVED ,_,
/ • ♦•i.:;.1.''. .
Sit- \ AND DOCUMENTED BY THE GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE. IF O1.1
G�, ENCOUNTERED, ALL UNDOCUMENTED FILLS AND ANY SUBSURFACE STRUCTURES (DRY WELLS, 0
~'-'
r N s.\ BASEMENTS, DRIVEWAY AND LANDSCAPING FILL, OLD UTILITY LINES, SEPTIC LEACH FIELDS,
: .� 4 SITE AR. A
I� / 11" D ECI D 4---�__� ���\ go\ ETC.) SHOULD BE COMPLETELY REMOVED AND THE EXCAVATIONS BACKFILLED WWITH
0
C5 Z
1 PINE / ���,�� �' `2,216 Sq.ft. \` \ ENGINEERED FILL.
�:�:vai. �GjG• • 74 acre •
l
, ( . 1
4° . --IN
N ,,t(P. cn EL
+ �e40 6' `�o EXIST TREE 0
0
.EP ME FENCE _.�: ;.;.;. •4%ik, o , \ 0
1
TO BE REMOVED (TYP) Cy
�2r ,Y,•-4••,••-••••eii•••• -, \%
♦ \ IA. < x-2 I-
\i‘
1 \ . ''4.%).••••• • ••• • -
10
° 11 Z
CD 0
fl)
9°! e
--..• •0 •�•` �0. �1',i;0,-
INSTALL INLET ♦ \ Q m
I + r*4.-00040P + ' �f, PROTECTION f ♦ �+-�
76
-,, 9- k
I , / LAO T NEW \ Ll.l =
, 111- \ '. \ \ (/) 0
;' /� 114:07P.' 1' 24.0 C TCH BASIN.- ♦` \
2 0 NC5 rX
10.1 < 0
•
CS
•
co
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