7761 SW BONITA ROAD-1 CONSTRUCTION NOTES: - -- — --- --
ry S i1Nf A
E s►,. 1. ALL WORK AND MATFRIAL SHALL CONFORM TO THE REQI ,LMENTS OF THE I z
CITY OF TIGARD STANDARDS & SPECIFICATIONS. o, >-- CD
217 CY U z cn
2. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO z � p
CONSTRUCTION AND SHALL ARRANGE FOR THE RELOCATION OF ANY INuj
►- U
CONFLICT WITH THE PROPOSED CONSTRUCTION. Q -- - o z
3. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND LICENSES tz
4� j BEFORE STARTING CONSTRUCTION.
S 1
' 4. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY ANDMUST �- �' r u
IGS .,;' •�%�"�'
BE VERIFIED BY THE CONTRACTOR. ADDITIONAL UNDERGROUND \ NORTH
UTILITIES MAY EXIST. O.R.S. 757.541-.511 APPLIES. I
r
,e'MU.,f7l1E uf[lltlf, r �
5. THE ENGINEER HAS BEEN RETAINED BY TIME DEVELOPER TO PROVIDE DESIGN
C `7
"'°"`°'" °�"ti' AND CONSTRUCTION REVIEW SERVICES RELATING TO THIS CONSTRUCTION PROJECT. 0 I
ua a S W FIR C') [
I 6. THE CONTRACTOR SHALL NOTIFY' THE ENGINEER AND THE CITY OF TIGARD CITY
INSPECTOR LETHA THOMAS (639-4121) 24 HOURS BEFORE STARTING CONSTRUCTION i
I OR RESUMING WORK AFTER SHUTDOWNS, EXCEPT FOR NORMAL RESUMPTION OF WORK `r
I I FOLLOWING SUNDAYS OR HOLIDAYS. THE CONTRACTOR SHALL ASSIST THE SW CHERRY DR
l ENGINEER IN PREPARING AS- CONSTRUCTED DRAWINGS. V)
I � i
7. PIPE BEDDING SHALL CONFORM TO THF GRANULAR EEDDING AND BACK
ol FILL REQUIREMENTS OF THE CITY OF TIGARD, AS AP'LICABLE, AND SI TE wq
SHALL BE 3/4"-0 CRUSHED ROCK, EXCEPT WHERE NATIVE MATERIAL MAY
BE USED. - -- -
C Q
8. TRENCH BACKFILL WITHIN THE RIGHT-OF-WAY SHALL 13E CLEAN, WELL- o
GRADED 3/4-0 CRUSHED ROCK COMPACTED TO 95% AASHTO T-99. N
r`
9. THE CONTRACTOR SHALL DETERMINE THE TYPE OF EQUIPMENT AND METHOD TO S BONI RD L
V J USE TO ACHIEVE REQUIRED COMPACTION. COMPACTION SHALL BE CERTIFIED BY -
GRAPHIC SCALE A SOILS ENGINEER. THE CITY OF TIGARD SHALL RECEIVE COPIES OF ALL TESTS -- - - -� -
eo 0 4oao FOR VERIFICATION.
160 J20 \A c VICINITY MAP
1 10. MATERIAL IN SOFT SPOTS WITHIN THE ROADWAY SHALL BE REMOVED TO
- THE DEPTH REQUIRED TO PROVIDE A FIRM FOUNDATION AND SHALL BE N. I
IN FEET )
REPLACED WITH PIT RUN CRUSHED ROCK. THE ENTIRE SUbGRADE SHALL
1 inch = 80 ft. BE THOROUGHLY COMPACTED TO A RELATIVE DENSITY OF 95% OF T99.
4" ROCK IS THE MAXIMUM ALLOWABLE SIZE.
t
11. THE CONTRACTOR SHALL NOTIFY THE CITY OF TIGARD FOR INSPECTIONS WHEN 1
THE SUBGRADE IS COMPLETE, 24 HOURS PRIOR TO PLACEMENT OF ROCK BASE
k
MATERIAL AND 24 HOURS PRIOR TO FINAL PAVING FOR AN INSPECTION OF THE
' WORK. '
�'12. THE ASPHALT CONCRETE PAVEMENT IX lArDEX OF DRA ���
M SHALL BE PROVIDED FROM A MIX
FORMULA AS SPECIFIED BY O.S.H.D. SPECIFICATION SECTION 403.11
FOR CLASS "B", "C", OR "D" ASPHALT, AS SPECIFIED. THE CONTRACTOR SHEET
DRAWINDY TITLE
IS TO PROVIDE ENGINEER WITH CERTIFICATE OF COMPLIANCE FROM
ASPHALT PAVEMENT PLANT UNLESS OTHERWISE INDICATED.
13. ALL WATER SYSTEM WORK AND MATERIALS SHALL COMPLY WITH TUALATIN 1 COVER
VALLEY WATER DISTRICT SPECIFICATIONS, THE OREGON STATE HEALTH
DIVISION ADMINISTRATIVE RULES CHAPTER 333, THE AWWA AND THE
1988 APWA STANDARDS, IN THAT ORDER. SITE GRADING, PRIVATE DRAINAGE &
14. ALL WATER LINE PIPE SHALL. HAVE MINIMUM COVER OF 36 INCHES AND A EROSION CONTROL PLAN
MAXIMUM COVER OF 42 INCHES BELOW THE FINISH GRADE.
15. THE CONTRACTOR SHALL TAKE PRECAUTIONS TO PROTECT PIPE INTERIORS,
FITTINGS, AND VALVES AGAINST CONTAMINATION.
3 COMPOSITE UTILITY PLAN
16. FITTINGS AND PIPE SECTIONS THAT WILL NOT BE DISINFECTED BY
CHLORINE IN LINE FOR 25 HOURS SHALL HAVE THE INTERIORS SWABBED
LEGEND WITH A 5% HYPOCHLORITE SOLUTION BEFORE THEY ARE INSTALLED., FIRE 4 PUBLIC WATERLINE & SANITARY
!
17. CONCRETE THRUST BLOCKS TO BE CONSTRUCTED AT TEES, BENDSSEWER PLAN & PROFILE
HYDRANTS, BLOW-OFFS AND WHERE INDICATED ON PLANS. THE MINIMUM
BEARING SURFACE AGAINST UNDISTURBED SOIL IS SHOWN ON THE
EXISTING MANHOLE & STORM SEWERO CURVE NO. DETAIL SHEET. CONCRETE SHALL BE ALLOWED TO CURE 14 DAYS BEFORE
PIPELINE PRESSURE TESTING.
Q PROPOSED MANHOLE & STORM SEWER 5 CONSTRUCTION �D TAl.LS-----'----•-_-
CT-), UTILITY POLE 18. THE PIPELINE SHALL BE TESTED AT 150 P.S.I. AT THE LOWEST POINT AND -Iy OF-TLrh;,0
EXISTING INLET & STORM SEWER HELD AT THE PRESSURE FOR 112 HOURS. THE TEST IS TO BE WITNESSED BY •:... ........................
CI
TUALATIN VALLEY WATER DISTRICT INSPECTOR AND LAND DEVELOPMENT Appy ""
••••• " •••••"""""'� ]
PROPOSED INLET & STORM SEWER O DECIDUOUS TREE CONSULTANTS INSPECTOR. Condition0j ApI'r''""`�
Err orl",
�•vl /_-
EVERGREEN TREE F/CRN""
EXISTING FIRE HYDRANT 19. THE PIPELINE IS TO BE THOROUGHLY FLUSHED AND DISINFECTED IN ..... ]:
�YQ ACCORDANCE WITH THE CURRENT TUALATIN VALLEY WATER DISTRICT
3os le'.--
PROPOSED FIRE HYDRANT ® VAULT WATER SYSTEM STANDARDS.
W— — EXISTING WATER LINE -II- SIGN 20. PRIOR TO ENERGIZING WATER SYSTEM, A WATER SAMPLE SHALL BE JobAddres$
TAKEN BY TUALATIN VALLEY WATER DISTRICT WATER DISTRICT
PROPOSED WATER LINE RETAINING WALL INSPECTOR,, SUBMITTED TO AN ACCREDITED TESTING LAB, AND 'by'
--mo---
RETURNED TO THE DISTRICT INDICATING NO HAZARD EXISTS.
EXISTING VALVE & BOX GAS LINE
UNDERGROUND SERVICE LINE g� �
21. ALL SANITARY SEWERS ARE TO BE 3034 PVC SDR 35 OR C14-CLASS 1N
�-----f ---
I --�-- PROPOSED VALVE & BOX III NON-REINFORCED CONCRETE AS INDICATED ON PLAN, AND SHALL �.,,,,.„r�'ti^] f NS
BE TESTED IN ACCORDANCE WITH CITY OF TIGARD STANDARD
' --a-- EXISTING REDUCER EXISTING STREET LIGHT SPECIFICATIONS.
i
PROPOSED REDUCER 22. ALL STORM DRAIN MATERIALS SHALL BE CONCRETE SEWER PIPE
PROPOSED STREET LIGHT C14-III, UNLESS OTHERWISE NOTED.
—� PROPOSED BLOWOFF
--
__FX METER x �- x aaaaa x• SILT FENCE 23. IMPERVIOUS AREA OF IMPROVEMENTS = 41,754 SQ. FT.
--Q
C.A.R.V 24. A HARD SURFACE PATCH IS REQUIRED TO BE PLACE( ON ALL TRENCHES IN
V. ♦ POST CONSTRUCTION SEDIMENT BARRIER ROADWAYS AT THE END OF EACH DAYS WORK.
EXISTING MANHOLE & SEWER
C� HAY BALES ,
OS PROPOSED MANHOLE & SEWER
----�0� CLEANOUT �1c
GRAVEL CONSTRUCTION ENTRANCE
• ~'
Ly Po-
j
BENCH MARK INFORMATION .
WASHINGTON CO. BENCH MARK NO. Z-614, A BRASS DISC SET IN � RAM IY CORPo
THE SOUTHWEST CORNER OF THE OVERPASS CARRYING STATE PLANS BY A/E DESIGN SERVICE
HIGHWAY 217 OVER US 1-5.
9500 S.W. BARBUR BLVD. SUITE 300, PORTLAND, OR. 97219 (503)24-', I1 jl
DRAWNG TITLE
c In
COVER SHEET `V"' PPR"
PROJECT LOCATION 15'Q
TIGARD, OR
BONI TA
COURT S oRlGON
Ii REVISION NO. DATE SHEET NO. !J T 17 1
W
1 1 04-17--96H
AID
`s
P
— — OF 5 1 XPIRES 06 30 96
Bonita Rd. 7761
SIT96-00011
1 of 5
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SITE PLAN w 0 20 40 So 160
' EROSION CONTROL PLAN NOTES
- - - * APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (E.S.C.) PLAN DOES
( IN FEET ) NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE
I inch = 40 ft. DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS,
CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.)
THE IMPLEMENTATION OF THESE E.S.C. PLANS ANU THE CONSTRUCTION,
fr '`•�ti N ~.. — BIOFILTER BAG SEDIMENT BARRIER PER FIG 3-3D(TYP) MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE E.S.C.
.a FACILITIES ARE THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR
UNTIL ALL CONSTRUCTION IS APPROVED.
J � * THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL
•
� •'` BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING
C' I, ---
1 rt �• �„�,.___ -. -- .-.-� ..�. �....,....,...�,,,,,, — THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED
%~ CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE
t i - r___�y-- ���11I �I �I�(� �•` °"� 1 MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF
CONSTRUCTION.
i\ N M °'� N n ` - �� .� �'ry * THE E.S.C. FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN
"'�•. f 4 - 20' SS EASEMENT —� 1 1 ,
y "♦ N _ I- I v N C7 P 1 1 CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN
�. r, ( �. - SUCH A MANNER AS TO INSURE THAT SEDIMENT I-ADEN WATER DOES NOT
an I N"' �- 1 1 ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER
V STANDARDS.
1 O J * THE E.S.C. FACILI TIES SHOWN ON THIS PLAN ARE THE MINIMUM
REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE
CONSTRUCTION PERIOD, THESE E.S.C. FACILITIES SHALL BE UPGRADED AS
__ / �•• 1 1 NEEDED FOR UNEXPECTED STORM EVENTS, AND AS NEEDED TO RETAIN
�,• �•b ! o r
SEDIMENT ON SITE. i
L'' 411THE E.S.C. FACILITIES SHALL BE INSPECTED DAILY BY THE
- — — _ ` . _�4 �_, _ �� A,s' Savo 1 W 1 APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE
N �r� �, _ 1 1 CONTINUED FUNCTIONING.
�
r,✓' `�,�, �A �1,r 1 1 * THE EFC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND
_•�.. _ ���
ATE R{INE !_I►5t1.� MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS
FOLLOWING A STORM EVENT.
x F • /" ' N\P�' w 1 ,; 1 * AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO
�_ ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND
%
- —L -- —� ��OUTFALL 01 A CONVEYANCE LINES SHALL BE CLEANED PRIOR "10 PAVING. THE
v -
�. OUNDAT19N & RAIN DRAIN LINE O � CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO
U1 255 LF 6 PVC S = 0.0060 MI L 10'x30'xl.5' CLASS 1001 1 0 THE DOWNSTREAM SYSTEM.
L_ 6x8 PVC WYE I GROUTED RIP-RAP 1
SEDIMENT FENCE PER FIG 3-2(TYP) 22-1/2' o" BEND I 1 1 �. * STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE
I I 1 1 oW BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF
BIOFILTER BAG INLET BARRIER PER FIG 3-7D(TYP) I THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE
GRAVEL CONSTRUCTION ENTRANCE CB 01B1 1 THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE
PER FIG 3-1 A (TYP) GRATEMASTER CB 10-48HB8 I 1� !I PROJECT.
OR EQUIVILENT TRAPPED
CATCH BASIN I 1 1 * THE CONTRACTOR SHALL SEED ALL DISTURBED GROUND AT COMPLETION
35TG =142.OC-900 I OF GRADING. (SEE HANDBOOK FOR SEED AND FERTILIZER MIX AND
LF 8"S = 0.0100 I 11 APPLICATION RATES.)
i 1 * THE CONTRACTOR SHALL REMOVE SEDIMENT BARRIERS IN ROW WHEN
GRASS IS ESTABLISHED.
,
WET 'WEATHER MEASURES:
I
* THE FOLLOWING SHALL BE USED WHERE AND WHEN APPROPRIATE:
2" MIN STRAW MULCH COVER (SEC. 3.3.7)
EROSION BLANKETS WITH ANCHORS (SEC 3.3.8)
6--MIL PLASM^ SHEETS COVER (SEC 3.3.9)
SEDIMENT TRAP OR POND (SEC 3.3.10)
r
SEE "EROSION CONTROL PLAIDS TECHNICAL GUIDANCE HANDBOOK" PREPARED BY
_._ CITY OF- PORTLAND, BUREAU OF ENVIRONMENTAL SERVICES, AND WASHINGTON
NOTE, COUNTY, DEPT. OF LAND USE & TRANSPORTATION, DATED FEBRUARY, 1994 FOR
ST*"&(7 &AW MY t RECOMMENDED CONSTRUCTION SITE EROSION CONTROL MEASURES.
reavaD LISM("'.r
v®STAIQA W N71�VED
MOIL ►Q M.
fF`c Qa`o. GRADING NOTES:
g Finish grade contours or elevations are to top of structural cuts annad
°`�cA °`eg ` . . LEGEND
fells. A geotechnical en sneer Is to certifythat all grading has been
�+
completed per the following
QUO
rQ • r ? ,.' � � :nom L ..r �
EXISTING 2' CONTOUR BIOFILTER PAG SEDIMENT BARRIER PER FIG 3-3D 1. Site Preparation
a 9Prior to beginning construction, all areas of the site that will receive
h+•~'" wwor�.°•wway EXISTING 5' CONTOUR
1:3
foundations, structural fill, floor slabs or pavement should be stripped of
Radius 25' in ;� :;: BIOFILTER BAG INLET BARRIER PER FIG 3-7D topsoil, roots and unsuitable fills should they exist, i.e., excavated to
Clean Pit Rug: or 2" Minus Gravel \ PROPOSED 1' CONTOUR non-organic, native undisturbed soil.
Subgrade Reinforcement l Proviae Full It is recommended that most areas of the site be prepared during relatively
Geotextile, as Required / Width of "" PROPOSED 5' CONTOUR V,;:r ;:+-i dry weather. Due to the high silt and clay content and moisture-sensitive
8" min. nature of the soils wet weather construction is not recommended.
depth ingress/Egress _ ^+
Area*
—X-- SEDIMENT FENCE PER FIG 3-2 GRAVEL_ CONSTRUCTION ENTRANCE PER FIG 3-1A 2. Dry Weather Construction
w
ai
If the ex ovation contractor disturbs the resultant subgrade (primarily
*20' min. for single family and duplex residential SECTIO A-A Figure 3-3D silty soils during stripping operations, we recommend That the stripped
surface of the site in all pavement and fill areas be scarified to a depth
of at least eight inches. The scarified soil should be aerated or wetted as
Erosion Control Plans Figure 3-1A Erosion Control Plans Blhes Bogs necessary, then recompacted to at least 92% relative compaction (AASHTO T-
Technical Guidance Handbook Gravel Construction Entrance Technical Guidance Handbook Ditches & Swalea 1$0). Even Burin dry at
it is possible that some areas of the
1M. •o Nrr law
f •w1A1w■W i s�4.n
subgrade should ecome soft or pump because of the potentially high water
table below the site.
3. Fills
�� Wll1D ppA pared in accordancet with fills on this ecshould thebrecommendationsinstalled on as in radehas
2t FIs should
be installed in horizontal lifts not exceeding about eight inches in
SAI�tj thickness and should be compacted to at least 92% relative compaction for
silty soils and 95% for sands and gravels (AASHTO T-1.80).
r, During dry weather structural fills may consist of virtually any relatively
well-graded soil that is free of debris and organic matter end that can be
compacted to the preceding specifications.
P
After grading is certified 6" -12" of stripping material is to be spread
uniformly on the lots.
;• PIS
Pt.AN
1
QTE:
3-3 BUILDING
AND FINISH GRADE ELEVATIONS MAY BE MODIFIED IN THF FIFI D
dill r
TO ADJUST TO UNEXPECTED CONSTRUCTION CONDITIONS.
7v• S. I THIN A A
. - RICH INLET Figure 3-7D 3'
--
Erosion Control Plana Figure 3--2 Erosion Control Plana Blofilter Bags - Temporary
Technical Guidance Handbook Sediment Fence Technical Guidance Handbook Catch Basin Protection j� rn _1j (�ji C/rn�o
SECTION A-A
PLANS BY AA/uE�Ds'EESSIGN SERVICE
NTS
9500 S.W. BARBUR BLVD. SUITE 300, PORTLAND, OR. 97219 503)245-1131
DRAWNG TITLE
STORM DRAIN, PR
GRADING & EROSION CONTROL
_ PLAN ���`" q;_ t FEM
PROJECT LOCATION 18,
BONITA TIGARD, OR. ,
COURT vREGON
REVISION NO. DATE SHEET NO. S�pr as
1 04-17-96 2 SHA I ID
OF 5 r,F 96
Bonita Rd 7761
SIT96-00011
• 2 of 5
NOTICE: IF THE PRINT OR TYPE ON ANY � I I I I I I I I ( I I I + � r,•-.-- - -•-- - _.. ..,. i,
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IT IS DUE TO THE (�UAI.11Y OF THE _ _ _ � , No.36
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r 8.0. ASSY A2
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EX/ST F-HYD ASSY SEE SFi 2 ( I 1
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RAMAU L LL C®RPO
PI-ANS BY A/E DESIGN SERVICE
9500 S.W. BARBUR BLVD. SUITE 300, PORTLAND, OR. 97219 (503)245-1131
DRAMANG TITLE —
COMPOSITE UTILITY DD
IIII �7 G 1 N f
PROJECT PLALocAnoN 0, �5,d E�
BONITA TIGARD, OR.
COURT
ORFCQN
REVISION NO. DATE SHEET N0.
1 04-17-96 3 �SyAIDP�'�
OF 5 ExPIRES 6 SO 96
Bonita Rd. 7761
5iT96-00011
3 of 5
NOTICE. IF T HE PRINT
. OR TYPE ON ANY II i I l f I I I I III . I I III III I l t III III I l r I�I III 1 rr �� III Ill III I I III III III III III I l l i l l l I I III III 'I I III I I I I l l l III I I I�I Ill I I I I I I III III I I I I I I I! III Ili VIII I �/
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SITE PLAN
ST STA 5+98.42 RT 5' SS MH A
INSTALL 8 CV & STA 2+ 4 •
1 i —• B.O. ASSY
1 1 RIM =144.76
1 �
i
• 1 1 •.
ST STA 5+72.33 RT 5.5" �� r SS LINE A
M ; ; `' .. . ... «.. ..� INSTALL5 • BEND
T.
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TY ACCEPT UNE A �»� .-(' ..: ....! .,., 11 b
CITY y �'' RIM =136.00 ADJUST TO GRADE
i CONTRACTOR!TO REMOVE � N � �.•W � � � � F'•t `� _ i �•• --
111 0
E ISTING DIS�OSA1. SYSTEMA N N ;,fir MS
L1 IF�Ov8
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?67.0 LF B" DIP RIM 157.34 - '► STA 0
170.08 L F 9 DIP -_--# � = _
W ...._...-. .......,."_, 5 RIM 1 5 33 RI1�v 6
3' 8 ro AI
ST STA 0+00.00 RT 0.00' 01
FSr STA 4+05.72 LT J55 ,
INSTALL B" TAPPING SLEEVE t ' BEND
" INSTALL 45 ' BEND '� �o' �, • ,,.
k _ DEFLECT 36.46'O, ,
o�
INSTALL F--HYD. ASSY
i
I
I ! ! I
I ! !
SANITARY SEWER NOTES
I ! / ARE IN VERTICAL TEX'
I ! !
1 / I WA TERLINE NOTES ARE
IN OBLIQUE TEXT
-- PRIVATE SANITARY SEWER
0
0
170 z
w° 170 SANITARY "SEWER !ATERAL TABLE
to II
QtD� Q
-1a0 UNLESS OTHERWISE NOTED ALL SANITARY LATERALS i
NN
W d d ARE TO BE 6" PVC WITH A MINIMUM SLOPE OF 2%
IL to d
o8�, v> LINE A
16s �s165
�� p i ,,�
Q+ 11 ►- 0-0 M
_jto II z� 00w). 0
N<� ~°0
oo'n'n 11 LINE LAT. LENGTH
60V)Fr W w a+`r it STA. LT. RT. DEPTH STRUCTURE(S)#
L�d p 0
a ?0 2+40 ------- 45'-- ----- 5' -- A-1
N~=_ww 3+80 ------ -- -- 26' --- 4' -- C-1
160 �`,�\�\ v1cn�_ _ 16U 4+5426'-- 26' 4' C-2
\ EXISTING GROUND AT CENTER LINE OF PIPE 5+20 ------ - 28' - - 4' - B-1
r--- FINISH GRADE AT CENTER LINE OF FIPE 5+94 ------- -- -- 28' --- 4' -- B-2
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PLANS BY A/E DESIGN SERVICE
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6+50 6400 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 DRAWING TITLE -
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1 ' - 5'V REVISION NO. DATE SHEET NO. r
17,
1 04-17-96 06 ShAIUPF'�`�
OF 5 1 XPIRL'i 6 3C 96
Bonita Rd. 7761
SIT96-00011
4 of 5
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PLANS BY A/E DESIGN SERVICE
9500 S.W. SARBUR BLM. SUITE 300, PCRTLAND, 97219 (503)245-1131
DHARIND TME
' THE DETAILS ON THIS SHEET WERE PREPARED CONSTRUCTION DETAILS
I BY PUBLIC AGENCIES AND EQUIPMENT ROAEOT LDCADDN
SUPPLIERS. THE RESPONSIBILITY OF THEBOPJITA TIGARD, OR.
PROJECT ENGINEER IS LIMITED 'f0 THE COURT
SELECTION OF THESE DETAILS AS
APPROPRIATE TO THE PROJECT. REMYON NO. DATE SHpEEFT NO.
0 01-15-99 oT
OF 5
Bonito RD. 7761
5179&00011
5 of 5
NOTICE IF THE PRINT OR MAGE IS NOT AS CLEAR AS THIS NOE CN TICE, I� �� �II� I�I�I�III�I �III� .�I�I�I��I�I�I�II�I�I�I�III�II�I�I�I�I�I�II�I�I�I�I�I�II��I� �I� �I��III�I�I�I�Il �III�I�I�I�I��� / T , r7_�'
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ORIGINAL DOCUMENT I — - - —r---�� f
im im�uu imliui iulmi iiulmi iiil uu uu mi imlilu uuluu uidmil`uluu iuduu iudmiimlmi iuduii iudmi imluu uuloii iudmi imlmi iwlu<�im6u iu�lull mew` s B B B iuli"iI
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