Report (2) UUl TAM I UNE TABLE CURVE TMLf ..
IS 144.410.19 1414 eV LTG
33
III Or 411
Me MOWN,• .. I A.n..w n.,T a .. w WNW n,° ..9.rW GENERAL NOTES
1w TD 9[LTI,W LEG.
• Cl.o ,s a
III 920101410114 10 Sr
Pligli
T NATCHLINE R lY CN NW C WDPN
NuB=as I •��P•• • ..• • a.w SITE PLAN SHEET�.�
,I �� 1'��■ I .��N■ I/ J
� •• • r�•M�••�•1•�r••rr�rre�rr� ■•_..fie' I� I I i 1 rR.RD ma m7 , „ RESTREETSID iPacific�/ 1 n e ' D Community
§ I 1,,, Design
' -/I I I I I a I% 1a./ w.-. _ swcaDc n x¢ --
1 +m 1 ae I 5�'I 1 1 % 5�' i II
m f f, C� m O / cEooExcx INC
+a , I r FF I n �/ I I I I ' ----�-9,o.,4i_ r--� / REVISIONS
+os I/ % 1Ap �- I i % TII j I 3 m I
�'„ - i ,�I DATE DESCRIPTION
zIMR.m.711 l •
� �% 1-;' I I % 11 104 / \ • i Tig. 1 :, m I /
I 1 I fn
• IT ,
' % ,w O ,n S 1I7k 'iI
OI '+ F--E 1 , I
4.
9a " I / I i �i 1 emun ur LANE -- I .i �z. '
9s I/ 1 J° I I II I# i " i/ I��r I '�, Z.
p�.. T� -" ""�G' y,,,. j+ / ,__ ��Ea. F
I « I ,, r %I I I I I I I I I3 'M1 i I UE.rt..
r_ WIRES a-]o-1Y
m¢E soE
1
a 2,00 I 1 i y i I fI W B I 9: Polygon at
m ouE. 9.—I I �� I • I I � eJ 1 I „9 Roshak Ridge
—
A 1 2 9+ I n I / 1 • IIB 1 OP d I S
'2 / I %� I% I 1/I T 7 I '1
90 1 $ j „ I S ,/ yy7 usConstruction Documentru IIi':
^, 1/ 1yy1 n9 I/ pp I/ I E 1/ 1 , / �- 1 9m, ,a +• ,e9 ,90 • % ,za
p \: / / I % 1 , I •1 STRUT/ sloE I R§ \Y ' I /Z :- , I .antra I f/t�
DE
3
► t i• �._ -+--- —"- I I?� r�,I.%»,. �r-„f ' ,,,a l PLAN
����.—...:.—1� SN0.0IXX4.PTON U F `J cT v el I ,,,6 —F� —1__ -i-- }I p} I {
i,»,, `i ,,,�,» SW D,r»DE IAVF `l —� UE.ttV. 1]J
m t
STREET 902
'A;r s 1qa- 4
212 N, z9a m9 z. 339 2M. 239 20, 233 3II % i , `-- I
1e5 ,Ba 193 ,R 191 ,G „9 1 I
I 18 CPI SINATTAL.SLOW.
(i)
vA,m19
TAL
3/72/2018
Q \ R-0D LOD 9.00 9.DD 9-0D _ _--_. IBm O it-0O ,]m 11 1ND
S e e I A_
\ C TW BULL MOW.ROAD IE�R,x0.2621
, 4. 2
,;NxwuY ..T.. .F: + .:.CY".',:' a>jrvVrAta 99yi1 —
, a s
ELEVATION••B:NOVO29 ' SCALE
-.._. e•
9 xrc„=eB MET
GEODEsIGN NUCLEAR DENSITY GAUGE DATA
GDI Project: Polygon-1 13-05 Project Name: Roshak Ridge Date: 6/5/2020
Tested by: jam Project Location: sw Bull Mountain Rd and SW Roy Rogers Rd. Page: 1 of 1
Material Source Maximum Density:pcf(required) Optimum Moisture
A 3/4"-0 CR Baker - Farmington A 127.2 pcf(ASTM D1 557) A 1 3.9%
B 1" - 0 Recycle Conc. Tigard S&G A 119.3 pcf(ASTM D1 557) A 14.3%
*Depth below finished grade (feet)
Test Date % % %
Test
Location Elevation* Fill Type Compactor Density
Moisture Maximum Required
1 6/5 Dry utility trench backfill - Building#12 (see site plan) 0 B Diesel Plate 105.7 5.2 89% 95%
2 6/5 Dry utility trench backfill - Building#12 (see site plan) 0 B Diesel Plate 109.9 4.7 92% 95%
3 6/5 Dry utility trench backfill - Building#12 (see site plan) 0 B Diesel Plate 118.4 6.0 99% 95%
4 6/5 Dry utility trench backfill - Building#12 (see site plan) 0 B Diesel Plate 116.7 14.0 98% 95%
5 6/5 Dry utility trench backfill - Building#12 (see site plan) 0 B Diesel Plate 118.9 13.8 100% 95%
6 6/5 Dry utility trench backfill - Building#12 (see site plan) 0 B Diesel Plate 121.9 14.5 100%+ 95%
Polygon-113-05-102519-FR163-NDGD-gjs.xls