11695 SW BEEF BEND ROAD i;
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CITY OF TIG
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OREGON
December 3, 2001
Barry Edward
11695 Beef Bend rd
Tigard, Or 97224
Re: Site Utilities, Plumbing review
The City of Tigard has completed the review of the submitted plans for the Storm sewer,
Sanitary Sewer and "Nater service installation at the above referenced address. This review was
performed under the provisions of the State of Oregon Plumbing Specialty Code (DSPC); the
plans are approved subject to the following conditions.
1) Lot 1 shall be connected to the public sanitary system and properly abandon existing
onsite septic drain_rield prior to the issuing of any site or building permits for lots 2
and 3.
2) No plumbing system, drainage system, building sewer, private disposal system, or
parts thereof, shall be located in any lot ocher than the lot which is the site of the
building structure or premises served by such facilities.
3) All sewer pipe shall be air or water tested and approved prior to backfill.
4) All non-metalic yard, building sewer piping shall be provided with a 18ga insulated
copper wire green in color the full length of the pipe.
I
5) All cleanouts shall be extended to Trade or made acces,lible by means of yard boxes
or approved access covers.
6'
6) Note: If determined that t:�e cun,ent waterline serving lot 1 is passing through another
lot, requiring it to be relocated, a separate plumbing permit is required.
Sinc ely,
D Jon
Plans Examiner
c. File
Beef Bend Rd, 11695
PLM2001-00648
13125 SW Hall Blvd., Tigard, OR 97223 (51 of 639-4171 TDD (503) 684-2772 --
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Edw rd Partition
LEGAL DESCRIPTION
T2S, R2E, SECTION 9A, T.L. 600
D-F l/-FL- OP ED 3 Y
erry Edwards
L/UL K 2007
�} w
INDEX
1
•SHEET DESCRIP TION
r
1 GRADING AND EROSION CONTROL PLAN
2 SANITARY AND WATERLINE PLAN
` Alp
3 STREET & STORM PLAN AND PROFILES
'. tempo , � 1 4 DETAILS
as
BSS OF ULvAnaN,�
CITY OF TIGARD GPS STATION GC 022-093 1/4 CORNER 10/15
USBT BK 5 PG 88; N 841820.!!09, E 7812839.498
NGVD 29 ELEVATION 190.49
TEMPORARY BENCH MARK <))
CITY OF T1GAR'U
5/8" IRON ROD WITH ALUMINUM CAP IN MONUMENT BOX
Approved.................... .
IN CENTERLINE OF BEEF BEND ROAD. ELEV. 265.96 conditionally Approvn g�ribed in:
For only the w.rr
�h
See Le r :Follow............:...... •-1 );
,u r'� dr //G�3, -- .
�I�UL
ENGINEERING -MOST RECENT REVS/ON TO ��y�
TN/S SE-T OF PLANS,•
375 POR TL AND AVE.
GLADSTONE OR. 9-7-0-27
(50J) 657- 0100
Beef Bend Rd, 11695
PLM2001-00648
2 of 5
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_ APPROX. LOCATION OF --- • '••
APPROXIMATE LOCATION-- - - EX. SANITARY LATERAL
OF EXISTING SEPTIC TO EX. HOUSE (LOT 1)
TANK AND LINE
272 ; co
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` LOCATION OF EXISTING SEPTIC TANK AND W
FG ® CL DRAIN FIELD TO BE VERIFIED AND
ABANDONED IF LOCATED ON FUTURE LOTS i
EG 0 CL AND EXISTING HO,E CONNECTED TO THE - 1
EXISTING SEWER SERVICE PROVIDED. , O
-- --�-_ - 268
+ ?+00 r, '
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264
APPROXIMATE LOCATION c
OF EXISTING SEPTIC
' LINE AND DRAIN FIELD
LOT 2 LOT 3
PVC
IE PURI IC CLEANOUT
- 260 RIM 271.90 IE 2x7.00 / ,
PRI/T.LAT, IE 265.96 CL STA. 0+21.42, 8.83 LT
I" PVC RIM 268,20, IE 260.0
L=19.36' PRVT.LAT, NEW 15'x 32' PUBLIC
LIC
RIMRIM�260 �
6" IE 26P.00 S=0.1053 4 PVC
' STORM AND SANITi;RI'
p 4" PVC L=19,0' SEWER EASEMENT
- - EXISTING FIREHYDaMT IE 268.00 S=0.3642 Q
6" PVCSTING FIRE HYDRANT
APPROXIMATELY 50'± �W Q♦ SW
L=40.0' APPROXIMATELY 200' NE OF SE z
S=L1.1000 PROPERTY CORNER ALO THE \ f � , \ �,J1 s \ �j; \ i kt. - PROPERTY CORNER AT THE
NORTH SIDE OF BEEF B Q Rfl, -- _ - n
k �RNER OF INTERSECTION OF _ < L_L_
�p BEEF BEND RD. & SW 116TH AVE. f � -
1 PRVT. LAT. �4" PVC =`
EX. SANITAR MANHOLE R.O.W. LINE 1` - _ _ _ - ____ _ L=55.170.1053_ EXISTING 15' PUBLIC STORM EASEMENT }-- W
RIM 265.27 _ _ - _E.UlE- - _. _ _ _ _ - - _ R.O.W.
NEW 6' IE IN; 256.00 (NW) - - $� - I �' _ ,{� _ - . - __
EX. 8" IE IN 1255.93 (SW) 12.0' � ��s �-�,,: I � 32.0 --
EXL . 8" IE OUB 255.88 (NE) -- -- -Ex. �1" coivr_ -- --- - Q
�- Ex 24" corvc _. .__- -- - ---- X,_ 5'_SIDEWALK� ,
0+00 `-'
EXISTING CONCRIETE CURB --s--ex >� S EXISTING CONCRETE CURB
PUBLIC SANITARY 21.0' --- , _ -t�. �4- colic. -- - � W
-/ EX. WATER SERVICE TO PUBLIC
SEWER PROFILE TO PARCENEW L 2 &V3 E PARCEL 1 6" PVC X. SANITARY MANHOLE Q
R.O.W. CENTERLINE FIELD VERIFY LOCATION RIM 265.27
SCALE: HOR7_. 1"=20' _ _ 1" WATER METER & OF WATERLINE TO EX. L=40.0
NEW 4' IIE IN 256.00 NW _
VERT. 1"=2' 1 DOUBLE CHECK HOUSE, MAY NEED TO - EX. 8' IE IN 255.93 (SW)
VALVE ASSEMBLIES BE REROUTED AT EX. 8" IE OUT 255.88 (NE)
DEVELOPER EXPENSE.
- ------ ---------- ---- - - k-, . - -
BEEF BEND ROAD ORARY OENCH MARK:
5/8" IRON ROD WITH ALUMINUM CAP IN MONU�'EN T BOX
UNTY ROAD N0 . A -R.O,W�LINE 148 IN CENTERLINE OF BEEF BEND ROAD. ELEV. 265.96
CC
Sanitary Sewer and Waterline Notew
1. Pipe shall be PVC sewer pipe conform to ASTM D-3034-S! )R 35. Minimum
stiffness shall be 46 psi and joint type shall be elastomeric cjusket conforming to
ASTM D-3212.
2. Cleanout pipe, fittings and joints shall be the same specifications as for pipe.
Castings are as shown on detail and shall conform to ASTM A48 (Grade 30).
3. Granular backfill shall be compacted to 95% maximum dry density per GRAPHIC SCALE
AASHTO T-99 test method and native material shall be compacted to 85% of 1
in place dry density of surrounding soil. 0 10 2 .c a \
4. PVC service laterals shall be 4" pipe conforming to the some specifications as 14 F
the sewer mains. Service laterals shall be installed to a point beyond the line of "' to \
the sewer or utility easement as shown on the plan. The service !ateral shall be ( IN FEE, )
plugged with a 4" rubber ring plug and the location of the lateral end shall be 1 inch 20 ft. / t`
marked with o 2" x 4" stake, extending at least 3' above ground. Stake to be Z o w
painted white with the depth to I.G. painted in black enamel paint. t`
5. Sanitary sewer pipe and appurtenances shall be tested for leakage in W o
accordance with Clean Water Services and City of Tigard specifications. Z z
Leakage tests include an air test of the sewer mains and laterals and vacuum 0
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test of the manholes. In addition PVC pipe shall be tested for deflection. >� 0
Deflection test shall b done with a 95% mandrel. UJ
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6. All materials, installation, tests, and irspections to be made in strict accordance Q 0
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with City of Tigard specifications. � W I
7, A TV inspection shall be done prior to acceptance, E-4 x r-
8. Construction shall be in accordance with City of Tigard and Clean Water U)
Services requirements. per+
9. A sewer connection permit is required to be obtained from the City's o
Building Division prior to connection to the City's sewer system. U')
10. Double check valve assembly required at water meter locations.
11, Existing service line, if needing relocation shall be charged to developer. MATE JUNE 2001
12. Water service work to be performed by City of Tigard of time of water lSa
meter purchases.
Edwards partition' SGL01-047 7-2-0I 1�f'
OREGONvf W WN JN
"QSF/y 21 , ,,���`'�" •� SGL 01 -047
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Beef Bend Rd. 11695
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R 'VISIONS BY
288 Riosa►s 40 CITY 6"W Al
A:iDm LAT T?1 LOTS Z ! ] 11/2�/UI
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TIED TO AW OUT OF ROAD
••.
019 ••• • •
50.00' VC - S
_ /--APPROX. LOCATION OF- FRENCH DRAIN SND ROOF DRAINS
/ EX. FRENCH DRAIN FROM EX. HOUSE ARE CURRENTLY ••• ••• • •• •
d .t PVI STA = 1+19 APPROX. LOCATION- •
+
�i PVI ELEV 281.10 OF EX. 10' PIPE CONNECTED TO EX STORM LINE :t+ 8•S :•.
\ 00
=
\ N A.D. = -9.58
V) -- -- - ALONG WESTERLY PROPERTY LINE ..•
> v K = 5.22 .
> -
- - -1-------- 284
Ln
PVI STA = 0.4.75
F E -
� w CoNPVI ELEV = 274.50
o Co
A.D. = 3.52
+ c - __-___ _ - - ---
o � - - __ - \ - = 8.52 L�
a -I r)
� ' 'a, - LOT 1
r- J +r; 30.00' VC (�
� nw \ 0C*4
U w U cj f
- -------- --- - - - - Ln
>> °(o 280
CL STA. 1+ .58 do T-,�,(PRIVA mm oN LOCATION OF EXISTING SEPTIC TANK AND y Q� Q
RI STA. 1+21.58 i DRAIN FIELD TO BE VERIFIED AND i W
RIM 280.51 >� ABANDONED IF L,OCTED ON FUTURE LOTS.
6" IE OUT 278.01 Wuj
SUMP 276.01 1,N
-_--� ,-�- 401,
1Us 7 HBASIN T-,j (�
CL STA. 1+21.58, R T Q
o °ro 23.0' 20,0'
----- _____ - - - N -- - 276
+ N 11.5 �/ \ (' / ��RIPVC
CL STA. 1+10.32, 4.59' RT O
� 10L=14.09
RIM 279.43 v 5=0.1476
IE 275.93 m
� ACCESS EASEMENT '" , , CL STA. 1+10.34,
-_- - -- - 10.C' RT
\ o \ �"
6" x 6" TEE �t � EG 0 CL o __ - - - 15' CURB CUT FOR
CL STA. 1+06.73, ,o o Y ! EX. LRIVEWAY
cv Q PRIVATE CATCH!;ASN T-2
1.43' RT L� + w CJ.. STA. ..I+21.58, LT RIVA _ CLEANOUT T
IE 275.21FG 0 CL o 0 o
\ m wLOT 2 LOT 3 CL STA. 1+10.32, 4.59' LT
-- - - -- - --- �� Q o-� 272 PRIVATE
{
7� J <
6 " PVC
�\\ U c� ►�'- L=16.29'
Z S=0.1565
APPROX. LOCATION
OF EX. 10" PIPE
--- a o- PUBUC STORM �-
so \\ o a- `�' --4" INSERT "TEE" CL STA. 0+25.67, 5.0' RT 8
�
.I NEW 15' PUBLIC
& 10 OF 4 PVC 4' LATERAL PRIVATE
Z L STORM AND SANITARY
cn - � S=0.020 MIN. FROM BACK OF CB 6" PVC
\ ca � SEWER EASEMENT W
\ -J w FOR LOT 2 STORM 20' OF 4" PVC L=20.90'
U M
- 268 S=0:020 MIN.
SIN S-1
I� $F0.0373 I PRIVATE
T +1 .71 RT - �' �,{i FOR LOT 3 STORM _ _ 6" PVC
CLSA 0 2 - O
' L=11.80'
RIM 267.21 NLE i
IE OUT 264.71 (NW) EX. PUBLIC DITCH I i \ ' - 5-
-- - - - -- - -- O
0.06696SUMP 262.71 RIM 272.71
.�
10 IE IN 268.41 (NW) f - -
-- _-_ -- ---- ----- - -_ S-2
_ D
PRIVATE CATCHBASINS 1
- _-�- PRIVA E STREET - cL STA. SIN S 7, LT 8" iE IN 269.31 (SW) G. _ - _ _ C'-� _ ��CL STA. 0+12.71, RT EX. 15' PUBLIC STORM EASEMENT
a_
12' IE OUT 268.33 (E) 5 P U E,_ 4 _ - _ _
AND STORM PROFILE RIM 267.20 . . . . - - _. . . . . -- - - -- - l-- .- - Ex 24". CON-
_ E� 6 IE OUT 264.70 (N) T �=hry Df
�� t•r
I SCALE: HORZ. 1"=20' � S R.O.W. LINE � 4,,�.p' �-' ••'�4;' WT ' �� - 2.0' R.O.W.ROWLINE
��,P SUMP 262.70 I
10 EX. 24" CONC. Q WA K
--EX. 21' CON- •' � -
VERT. 1"=2' ------ -_ _1 - - --- - ...... 264
PUBLIC STORM MANHOLE S EXITING CONCRETE CURB EX. PUBLIC STORM MANHOLE I EX. PUBLIC CATCHBASIN _ Ex' 24" CONN r p Ex. 2a` coNc. EXISTING CONCRETE CURB s
CL STA. 0+25.67, '5.0 '�
RIM 068.71 RIM 272.70 LID ELEV 268.34 - p I T
21.0 NEW DRIVEWAY ENTRANCE C STORM MANHOLE
b IE IN 263.92 (N,SW,SE) 4 ,IE IN 269.95 (N) 4' IE IN 266.-8 (N) CONFORMING TO CITY EX PUBLIC STORM MANHOLE BEEF BEND RD CL STA.
10" IE OUT 263.7 (SE) R.O.W. CENTERLINE 12 , IE IN 267.45 (W) 24 IE IN 262.84 (SW) DETAIL #142. BEEF BEND RD CL STA. _21+45.25 21 IE IN 267.20 (SW) - 24" IE OUT 262.80 (NE) '- . - 21+.40_19 14.76' RTJ - RIM 67 2(34.3o R L Z
-- T)
24 IE TU-X26-7.20 N R!!vl 264.79 NEW 10' IE IN 255.30 (NW) W
PRIVATE CATCHBASIN S-2
EX. �4" IE IN 257.26 (SW) EX. 24" IE OUT 254.22 (NE)
CL STA. 0+12.97, LT EX. 24" IE OUT 257.20 (NE)
r --
- . -EX 12" C.I. W TER LINE-_ Ex. 12" C.I. WATER L i!vF -
10" PVC - - 260 33.0' BEEF BEND ROAD -
PUBLIC
L=25.45' R.O.W. LINE R A D N 0 . A -- 148 5/8" IRON ROD WITH ALUMINUM CAP IN MONUMENT BOX
S=0.3308 - • . JLCOUNTY O IN CENTERLINE OF BEEF BEND ROAD. ELEV. 265.96
- _ GRAPHIC SCALE
20 0 10 20 40 e0
STEEL-PLATE CATCHBASINS SHALL NOT BE LESS THAN 10
- ---- - -- " ' - 256 GAUGE WITH WELDED SEAMS WITH SLEEVES ATTACHED FOR
LX, P I T RM MANHOLE ( 1N FEET )
CL STA. 0+13.02 (29.04' RT) CONNECTING THE STORM DRAIN LINES. 1 inch 20 ft.
RIM 267.2
NEW 10' I IN 255.30 NW CATCHBASINS MADE OF CAST IRON SHALL HAVE A WALL
( ) THICKNESS OF NOT LESS THAN 1/4" WITH SLEEVES ATTACHED
EX. 24" I OUT 254.22 (NE) FOR CONNECTING THE STOFM DRAIN LINES.
2+00 1+50 1 +00 0+50 0+00 STEEL CATCHBASINS SHALL BE ASPHALT COATED INSIDE & OUT.
GRATE TO BE WELDED STEEL DROP IN GRATE (ASTM A36).
END BARS 1�2"x2"; CROSS BAR'S 1/2"x2" ® 2" O.C.; BIKE
STRAPS 1/8 x1"; 16,000 Ib> UNIFORM LOAD CAPACITY. \ o
Storm Drain and Pavement Note.: CURVE DATA: T-
RIM Elc'v'ATION
1. Storm drain pipe shall be one of the following: Concrete pipe conforming to CURVE AO CURVE ® j SEE PLAN \
AS1M C-14, Class 3; PVC pipe conforming to ASTM 3034-D; or smooth --- -----�--
DESCRIPTION- CL DESCRIPTION_ CENTERLINE INVERT OUT F4 O
wall HDPE pipe conforming to AASHTO M-294s or M-252s, or ductile iron -- - -- --- - ----•- - --- -- ----- - ---- 3-a'- - - 2' MIN. PL LL PL �• �
conforming to AWWA C151 Class 52. P4_Ql,_�TA�_-.__ 0+15.90 -_ _..-_ PRC CCl,__�TA. _ Q±40 _ _____- SEE PLAN FOR - W � w
2. Catchbosins shall be re-fabricated steel catchbosins. Catchbasins are to be _PRC CL STA,`_ 0+43,90 ..-- PCC CL STA, _ _ 0±84.94 SIZE & ELEVATION - 23.0 p� 00
P
"Lynch" type.
DELTA ANGLE _ 45'50'12" DELTA. ANGLE 23'30`51i' 16 x 4x4 A 1.5' - 10.0' - 10.0' VARIES sa p r,
-- T----�-- -1 ---- WELDED TO SIDE SEE PLAN ,o
RADIUS 35.0 RADIUS100.0
3. Manhole base may be poured in place or precast concrete. Manhole risers and - -- ---- -28.0'- --- W I
LENGTH 28.0 LENGTH 41.04X OF CATCHBASIN
tops shall be precast sections with a minimum compressive strength of 4000 a p 0
psi. Tops shall be eccentric cones except where insufficient headroom ` 5 a �
requires flat tops. S=0.0250 5=0.0250 co
CURVE CURVE 0 6 - -- ----- S o
4. In easement areas, all manholes shall have tamper--proof lids. All tops to be VD,
6" above finished grade, except in paved areas. DESCRIPTION _ LEFT CURB . __..__. _ DESCRIPTION _ CENTERLINE _- 2' 00
5. Cleanouts to be the ::erne material as pipe. Cleonouts in paved areas are to P�__CL._ TA. _.PCT - L-STA Q+43.90__--
have an ircn frame ana . over. PRC CL. STA. 0+43.9010' LT PT CL STA _ 1+53.36 - + PRS¢' DA1tE JULI ''001
-�-- -- - - - -
- STANDARD CURB -3 1/2" CLASS 'C' A.C.
" ,� � "
6. Pipe backfill in all pipe zone areas is to be 3/4"-0" crushed rock. Trench _ DELTA ANGLE45 50 12 _ DELTA ANGLE112'00 27 �„ �`a GIN$4,
backfill in areas to be paved to have full depth rock backfill. RADIUS _ 3_5.0 RADIUS _-_-_--_ _- 5.0� - (3/4' -0) CRUSHED ROCK �, 1 p'
-_------ - (2--0) CRUSHED ROCK Gf/
7. Fill under paved areas is to be clean native or select material. Fill ;s to be LENGTH 28.0 LENGTH 68.42 STEEL BASIN 7" d DlenvN
compacted to 95% dry density per AASHTO T-•-99 test method. Check - �rf�lE 7 v1 JB
subgrade compaction with loaded truck prior to placing hase rock on site. 44
Soft or spongy areas are to be removed and recompucted. LYNCH TYPE CATCHBASIN TYPICAL SECTION SGL 011047
1 8. Storm drain lines are to conform to materials, installation and testing Q�TA PRIVATE DRIVE �F/°I-� E
requirements as may be required by the City of Tigard and Oregon State Beef Bond Rd. 11695 P.E�
Plu,nbing Specialty Code. NTS3
I Jltiar �_ 1•c titil�l, Sr�L.01 -047 7-2- G1 NT5 4of r
4 unit
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NOTICE: IF THE PRINT OR TYPE ON ANY ' ( I III III III III III I I ! I I III I I I I I I I I III I I! I I I II I I I I I III I I I I I I III III III III III III I I III III III III III I I I I I I I III III III I I I I I I I III III Illlill III III VIII I aft (jC�l�
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IT- IS DUE TO THE QUALITY OF THENo.3e
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•• •• REVISIONS BY
LOCATE 7'-U' 8• PUE OVER LEDGE FRAME
µr L�AABr
I II 12' IN WIDTH
In In•
m LOT TO BE _-••
�E SERVED -� 71) • :00 •i• •0 °•° •i•
I 1D• ; . DO
. Y J WON-O~ GROUT
/RA
STANDI lQ CAST IRON
IZ[ DOVER1`"`11 ,CIU 10•d R • IQ A• l Z STANDARD MANHOLE •• • • o• 1•
JI w CIS . Ira' L • �? L FQ0' _-..1- w �oRAU[ LUNO •* ♦ • ° • • • • • °
W PROPERTY LINE W ;�; �• ' '
t L
MAXIMUM 2T FROM I . • :1, , 4' NIH, • ••• • • • • • ••
> •tr/RAM[ wNon-SIIISMK \ h /
U nTOP 0/ FIRST ST[r GROUT FIM61 GRADE •�t
TO Tor OF cAsnno
U` 1•-D" � NOTES: ORAD[ RINDS (2'.4',011 •') t'� WATOITIOHr PIP[ PLUGs U SET w NON-SHINK GROUT ••.1 WITH BTO►B
J -MANHOLE TO CONFORM 111111111 AI1M C-476 •I
NSO[MALI( [](TT)!DS A[71013 ; d TIOI►P[S[N11iR111G UI LoiU10!HALL St YIAIER �3' CONI �`�
07 _ [TANDAAO ECCENTRIC MONO[ J/•'-0 FOR A
NUMBPROPERTY SLINE AND LOT • r+ .t MINIMA OF S• AROUND
NUMBERS MARKED IN WHITE � -CHANNELS TO eE J/• viRnCAL NtlOnr a
PLAN VIEW POPE-SMOOTH FINISH
cLAANouT
PAINT ON FACE OF CURB
N.1 i a -RAM-t•E'GK ON KENT-SEAL TO SC USED ON ALL
(SEE NOTE 1) WAMHOUt SECTIONS On -
PLAN -N$Wg DROP MAgYUM Y FOR SANITARY AND 4' ' ` ' L •�H.�,
TYPE IU MAILBOX PARCEL LOCKER
FOR S10RM VIR7ICAL DISTANCE WVOIT 1D
"?.
WVaT A MANHOLE SECTION
V-4 �.
--� �-S' FROM F/C � I!'`- M1ROM F -MINIMUM MpGNt of STANDARD 10 BE S•
L-o -1 .J L 23 I/4' J L,14 8/6' L--274,--j -M ORAIMI+G NO. 100 MANHOLE InEft
-KNOCKOUTS TO K USED •SEEN ST1N OUT PIPE 12x ON LESS
•:
77,
23
3. 3/1' ;
HE ••-MIN. :j••.'' o
�� CUSTOMER SIDE '
31 3/1' 1•/FT. SLOP[ ' 1• MIN FROM THIP OF • ,V1
FINI 12' MAIKIMU4
i2V FOR CONCRCT[ PIPE / I PIPE TO MANHOLE }'1`1'1"A• �, '
1- P � - I pwr ELEVATION >lccncN .� ..:iK:•. '�,�. ,t� tw
f- SEE PLUMBING CODE
t2aNOTES: ?. I FOR DEPTH OF COVER- F'
J ., • K:ONu[rc aaBED J
,,,._ BOTTOM TI WAYI O
FRONT VIEW � SIDE VIEW FRONT VIEW SLOE VIEIIY 1. SURVEYOR TO INSTALL TEMPORARY ��� � FOR PLASTIC PIPE
s/4"-o
HUB AND GUARD STAKE OR � tY t1/ J/r-o COMPACTED
Nwfl!I,CoNq�ST[ , .
KTi ILTi ILTi KT.1 W
GUARDSTAKE AT LOT LINE FOR BASE MATERIAL
DIETER INSTALLATION. •r /`r �.•:
?. II�STALLED BY CITY OF TIGARD METER '.,r�,,.�,�:,. MINK -•��. •, NOTE' CONCRETE ENCASE ENTIRE Vl SECTION AND 41 SEND IF CONCRETE PITC
CLUSTER MAIL do PARCEL BOXES
ANGLE STOP
TYPE "K" SOFT
AVVD i APPROI�n MABM tTr COPPCR TUBING unified unified
CITY OF IGARD `"" G' �_ �- -•-�so - „off- STANDARD MANHOLE UfA STANDARD CLEANOUT UfA� sewe�r�e
SCALA GAOL .Io FaA Aaupm P. DAN"
KTl 7-•-•J 20tT lM•ILtAY IyMlMplt 3/4- A I W � O
Aa�LOL-aElaO•o n.oi.. o•r. NG DRAWING N0. 010
MUM u•n AMC ►.,r.•r
an B/�IIIo 0p,w MARCH t••• _ WATER SERVICE 520BOOM - DRAWING N0. 150
Y. -_ I
EXISTING DRIVEWAY - _ -
MATCM WIDTH k GRADE
CONASTRUCT 1/2• T(1
A 3/4 RADK15 LIP �" I NOT[:
�•--- R W IN r.- CONSTRUCT DRIVEWAY APRON MANHOLE STEN I Bt TIGHT Al FIRMLY 3/4• SQUARE
VARIES MIN• 3' SAWCUT AND ' I TETT FOR WITHSTANDING PULUM0 KMT. A A B - _ B I
t SEE NOTE 4 rt EMBEDDED. THEY MUST ALSO MEET THE All
l VERTICAL BREAK a o
1 •� ;
SEE NOTE } .' I f
SEE I EXISTING
GU'1TEp• .. •� •. 1-1/e' j 1-1 - 1 _P 17 C] 0 O- J
�• NOTE 3
S�MIN lx SEE NOTE 2 ? SEGTwN • �
SIDEWALK •� ��:• ��.� •• O O► A
2. OF 3/4--0- COMPACTED AGGREGATE �. •, I 0 O Cl 0
63 CURB AND GUTTER ' ; ' _ I / a o
:a' /
6' 30' MAX SEE NOTE 4 *103/4 n •
•' •
10' MIN u1 .•�: ,r i F /
•.' '.
ONySTRUCT 1/2' TO ♦;�•.. A. 1 Z"
�� 3/4 RADIUS LIP • --' _
SAWCUT MIN 2'
FROM FACE OF CURB SECTION B_B }
CONSTRUCT DRIVEWAY APRON COPOLYMER POLYPROPYLENE PLASTIC
3/4'
1 ^I 1/2• GRADE 00 MINFORCtMUHT
•. All•
STREET �--- ^._= � EXISTING � � � � �� •� • .�• r �•, +3' CC BL
-- PAVEMENT J ^,,, SECTION A-A
•T. 6• " SECTION c • o -s- Ill FOR
' Pu•nc •.LAT[TY ITS
2' O- AGGREGATE J; 2" OF 3/4'-0' COMPACTED AGGREGATE
SECTION A-A (3/4--0•I coMPACTEo7
6• x 6• .o GA MESH
STANDARD CURB e• a-���• '• .• .�..o--°-- N��s: �
�1 `
••"w -1/4' ALLEN H[AD Ban l�l\1 11
SEE NOTE N0. 4 '�'k• a• 1• LONG R[aBBm
ALL POWANANT CLICANOUTS
NOTES: NOTES: N 3/4• GALVANIZED 8AR TO NAVE BOLT DOM CAVI
`TELT/ •i
CONCRETE COMPRESSIVE STRENGTH SMALL BE A MINUMUM OF JODC PSI AFTER ?8 DAYS. 1. ENDGUT THROUGH CUTTER PLATE SHALL BE MADE AS CLOSE MATERIALS: '• �.'..• °�•
1� TO CURB FACE AS POSSIBLE. ►� . ,. •. • 12»
GALVANIZED:
2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2' RADIUS ALONG SACK OF CURB. 2. COMPLETE CURB AND GUTTER SHALL NOT BE REMOVED UNLESS LMB (3/4' DIA.) GALVANIZED DEFORMED REINFORCING BAR. •.••y' •.'
DIRECTED BY THE ENGINEER. REINF(ACING BAR CONFORMING WITH ASTM A-818 GRADE 40.
3. EXPANSION dK CONTRACTION JOINTS SHALL BE 1/2' PREMOLDED ASPHALT IMPREGNATED GALVANIZED CONFORMINO WITH ASTM A-123.
MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE, 3. WHEN STRAIGHT CURBS ARE REMOVED, A MINIMUM OF 2 FEET PLASTIC:OF PAVEMENT FROM THE FACE OF CURB SHOULD BE REMOVED
II 4. 6' X 6" 1 A AND REP I CONFORM WITH ASTM C-478.
LACED. L��ll1�LL�LLC!!1�
0 G MESH REQUIRED FOR COMMERCIAL DRIVEWAYS ONLY. STEEL REINFORCING BAR MINIMUM 1/2` GRADE 80. I
4. WHEN ENTIRE GUTTER PLATE IS REMOVED THE EXISTING MEETING REQUIREMENTS OF ASTM A813 ENCAPSULATED
OAVEMENT SHALL BE CUT BACK AND A 6' MONOLITHIC CONCRETE WITH INJECTION MOLDED COPOLYMER POLYPROPYLENE DETAIL
BENCH SHALL BE CONSTRUCTED WITH THE NEW GUTTER TO PR'3VID_ WITH SERRATED SURFACES. 4'FGq GALVANIZED STEP
SUPPORT UNDER PAVEMENT.
mum. �nrtLA 5. AFTER CONCRETE HAS CURED, SEAL JOINT. -
°"`°`°"'11 a" �� MANHOLE STEP �s CLEANOUT FRAME urdfled
�
Man STANDARD Ll•Ri►qtoom�0% UfA® ao«,tcy
p•p "°' AND COVER UfA
aTrr Lr �R h••F'I�'."F MARCH ttt•• DRIVEWAY AtWSTSI P. IwcKu
•IWt1�� „•.•°„ti 1 �M°'A'•°... r,,•,�t CURB KNOCKOUT DW6 Na DRAWING N0. 100 DRAWING N0. 160
mum Mum FOR DRIVEWAYS 145
oTIT a wlLrtB MARDI ,.••
M••1••A Y4
I
1
on Un rry y E /'` PLAN
CASEMENT F\ PROPERTY UNE OR
•'PUBLIC I[RV/C[ _ UTIUTY EASO�IT�
ut[RAL PPE ` 3/4' R 6. EDGE j
'I
O O O
g• _T -F __r - DRAINAGE BLOCKOUT F::0::31 E::� , r
r
s 3' I.D. PLASTIC i O _ O s[RNC[ LATERAL PIP[• SECURE 2x4 IN PLACE
--1.- PIPE W/COUPLING I SIZE AS SPEDFI[D AGAINST PLUG W/BACKFILL
PLANT FABIecAto r[[nrTwG --�.- OI\ O 10 O TO PREVENT PLUG•LOWO"
INSERT A TEL OR SADDLE AS REOUMO ' 1 O O
sE•ER MAIN � .' . 16•
FLAN V SANITARY MAIN
b •0• • 0 O O O OR LATERAL
oD 0
Opp_�C •��`_D
f tx4
sTANOARo CRAP IRON 4
FRAME AND COWL 1�
PER DRAWING ISO-SA
STOKM
FWIH MON 9~ cRour
41ri TOTAL LLNOTN OF 2114 AT END OF LATERALIMIN
STANDAAO MAN HOLEJ/• -0 1VLL POM �'� R•+0 /�' NAASSHOWN ON APPROVED SET OF PLANSDEPTH OF rRENCI °0 + + ARKINGS TO FACE STREET H•IH•�
K •0• e;tb �•N•+-tesla. 1 N[IONT A�
a ° MIN (]r GROUND MAGNETIC
IN ,. C K• MIN 2X4 COLOR C".. SURFACE BL'MACE TAPE
a NOTES: � F S 3 - WTP (GRE[V-SANI TM1)
•A IF•R TIGHT PIPE PLUG yI\• o r
�0 S' •S DCC•CND Z7' G7j \ kk
rnH STOPS ••� '0' s 1. TRAVERSE EXPANSION JOINTS TO BE PROVIDED AT EACH POINT OF TANGENCY p0• t W C\1 f
OF THE CURB & AT OTHER LOCATIONS AS REQUIRED TO LIMIT THE SPACING GROUND O
uAt7HEnC PAM nILLN ��•0 ' a S•,4• MANUFACTURED ' TO A MAXIM= OF 20 FT °_-
wALACKAN'TAX I.0 ITERS 7" MAO/TA►E--- W
(SAN'TAX sEW[R «'RUED B[LOw) 4' _n '% 2. TRAVERSE EXPANSION MATERIAL TO BE PRE"MOLDED NON-EXTRUDED MATERIAL (OKIN W/BLACK LE Ill
El"}t 4• "`C s[RrACE WITH A MINUMUM THICKNESS OF 1/2 Z Z
LATERAL (2' LONG) O
° t°Y°41i [•,�. �•,ti,,. ,�� �� r;91t �,. 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 10 FEET APART 3" 3" PIP[
�� •0 ► '� "!"' 7 WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. � 1D� PLUG Cl
•.�;�• •� - 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS.
24-1/2 ° W �� C 00
• A°� '�A 4.4 rc . •• REouCER • S. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET •°
J/•-D ' r w/22-12 DEC B[NO AND MAX. OF 3 FEET FROM PROPERTY LINES. _��
4• GASKC TED NCM S.
•• •.� MINIMUM SLOP[ F011 3/4' -0 PIPE ZONE
ELEVATION w OP PLUG e• rlPt . 0.010 MATIl l AS ePtaFIED E- Z
I. lydlAZJ t`rPe NC)t'rC71P U9[IN 11W►IC/J'3/LS CX GOLLGGT O • 4• PIP[ - 0.070 U
r-sU+PORT TEt WATH ^ (Q
,Al ivettle'Il til %AAL BLD04NO GRAVEL �.I � ♦^ �C)
2•4 SHALL BL INSTALLED-At THE END OF BOTH .• SIRV,tt LARRMS ANO CKrEIA/E0 J' 1.OVt FtWSN GRACIE :'. GCIVeR Ndn"RAMC 511ALL CIC GR/KY G/UT'IRON 1K�1'M H-'19 Cl 4K.) MINIMUM 2'0' WIG[ I'c`y VA TI N V J
A'PUBLIC SERWC[ LATERAL SHALL K LAID At A MCI OF o.SO PER Joe FEET S COVen ANO rlrnMl: tO ft MAC.HINE17 10 A IIl r1 All ALL NtCh.SJV co O
q nu�TL.r+ilrJrueLlrnNUHc>trc.
6" PUBLIC unified 5Ur�Ur` / N ANCA 5rANl2�n unified _ unified � ' o
SERVICE LATERAL UfA® S°1N° / """'" MANNC7L•� F✓12AM� ANb COVE LIQUfAQ SEW ;17, . LATERAL V ® �D PRO-
SERVICE DATE
Room \ LMONL[rli LIVMtMEMT f VSTIM P. DU[NAS
OMW�ncy , fJULY 2001
DRAWING No 17s SSSS! STANDARD CURB °"o "10 rJr�vvINU NCJ, Il5 ;r ---- � p1G I N s
TAMft O M nw DRAWING NO. 170 Lj t�` /
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