Plans (25) S41'2117 -010025
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GENERAL UTILITY NOTES GENERAL GRADING NOTES LEGEND ARCHITECTURE . I N C
1 . ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE JURISDICTION. 1 . ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE JURISDICTION. PROPOSED EXISTING 935 SE Alder Street,Portland Oregon 97214
2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT 2. THE CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED tel 503 239 1987 fax 503 239 6558
EDITION OF THE PLUMBING CODE, BUILDING CODE, AND THE FIRE CODE. CONSTRUCTION DOCUMENTS, INCLUDING ADDENDA ON THE PROJECT SITE AT PROJECT BOUNDARY - -
WORK IN THE RIGHT OF WAY SHALL ALSO CONFORM TO THE STANDARDS ALL TIMES. PROPERTY LINE - -- d
OF CITY OF TIGARD AND THE TIGARD WATER DISTRICT (TWD). 3. THE CONTRACTOR SHALL NOTIFY THE OREGON UTILITY NOTIFICATION CENTER EASEMENT LINE - -
3. THE CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED (800 332 2344) THREE BUSINESS DAYS PRIOR TO ANY EXCAVATION. FENCE x
CONSTRUCTION DOCUMENTS INCLUDING ADDENDA ON THE PROJECT SITE AT 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF PRIVATE UTILITIES CURB -
ALL TIMES. SUCH AS GAS, TELEPHONE, POWER, DATA, ETC. CONFIRM VAULT LOCATIONS
4. THE CONTRACTOR SHALL NOTIFY THE OREGON UTILITY NOTIFICATION CENTER WITH THE ARCHITECT. EDGE OF PAVEMENT /// ii/ /1/
(800 332 2344) THREE BUSINESS DAYS PRIOR TO ANY EXCAVATION. 5. THE CONTRACTOR SHALL KEEP THE ARCHITECT AND JURISDICTION INFORMED 1 ' CONTOUR 109 109 -
5. EXISTING CONDITIONS SHOWN ARE BASED ON PLANS PROVIDED BY THE OF CONSTRUCTION PROGRESS TO FACILITATE SITE OBSERVATIONS AT 5' CONTOUR 110 - — - 1 10 - — - RECEIVE1,
OWNER AND HAVE NOT BEEN VERIFIED. THE CONTRACTOR SHALL DETERMINE REQUIRED INTERVALS. 48-HOUR NOTICE IS REQUIRED. STORM SEWER LINE SD STM
ALL EXISTING SURFACE ELEVATIONS AND UNDERGROUND UTILITY LOCATIONS 6. EXISTING CONDITIONS SHOWN ARE BASED ON PLANS PROVIDED BY THE SEP 2 0 2017
AND ELEVATIONS, BY POTHOLING AS NEEDED PRIOR TO ORDERING MATERIAL OWNER AND HAVE NOT BEEN VERIFIED. THE CONTRACTOR SHALL DETERMINE WATER LINE - WAT
ca.)/OF TIGARD
OR COMMENCING CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY ALL EXISTING SURFACE ELEVATIONS AND UNDERGROUND UTILITY LOCATIONS FIRE WATER LINE FW BUILDING DIVISION
TO SCHEDULE CONFIRMATION OF ELEVATIONS AND/OR POTHOLING SUCH AND ELEVATIONS, BY POTHOLING AS NEEDED PRIOR TO ORDERING MATERIAL DOMESTIC WATER LINE DW
THAT IF DISCREPANCIES OR CONFLICTS ARE ENCOUNTERED, SUFFICIENT OR COMMENCING CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY SANITARY SEWER LINE SAN DURHAM
TIME EXISTS TO PREPARE MODIFIED DESIGNS AND HAVE THE MODIFICATIONS TO SCHEDULE CONFIRMATION OF ELEVATIONS AND/OR POTHOLING SUCH GAS LINE - GAS TPS BUILDING REMODEL
APPROVED BY THE JURISDICTION WITHOUT IMPACTING THE PROJECT THAT IF DISCREPANCIES OR CONFLICTS ARE ENCOUNTERED, SUFFICIENT
SCHEDULE. TIME EXISTS TO PREPARE MODIFIED DESIGNS AND HAVE THE MODIFICATIONS OVERHEAD UTILITY WIRE OHW
6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF PRIVATE UTILITIES APPROVED BY THE JURISDICTION WITHOUT IMPACTING THE PROJECT UNDERGROUND POWER LINE PWR CLEAN WATER SERVICES
SUCH AS GAS, TELEPHONE, POWER, CABLE TELEVISION, ETC. CONFIRM SCHEDULE. COMMUNICATION LINE — COM
VAULT LOCATIONS WITH ARCHITECT. 7. FINISHED GRADES ARE TO BE BROUGHT TO WITHIN 0.03 FT. IN 10 FT. OF 16060 SW 85th Ave
7. THE CONTRACTOR SHALL KEEP THE ARCHITECT AND JURISDICTION INFORMED THE FINISHED GRADES SHOWN. CONTRACTOR TO ALLOW FOR PLACEMENT OF EXISTING FEATURE OR CONDITION (E) Tigard, OR 97224
OF CONSTRUCTION PROGRESS TO FACILITATE SITE OBSERVATIONS AT REQUIRED TOPSOIL AND PLANTINGS IN ROUGH GRADING. CATCH BASIN CB
REQUIRED INTERVALS. 48-HOUR NOTICE IS REQUIRED. 8. GRADING ELEVATIONS AS SHOWN ON PLANS ARE FINISHED GRADE, WHICH TOP OF CURB TC
8. THE CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS. INCLUDES PAVING, BASE ROCK, AND SUBGRADE SOIL. CONTRACTOR IS GUTTER G Project 6788
EXISTING UTILITIES AND POINTS OF CONNECTION TO EXISTING UTILITIES AND RESPONSIBLE TO COORDINATE GRADING WITH EXCAVATOR, PAVING
LOCATIONS WHERE NEW UTILITIES WILL CROSS EXISTING UTILITIES SHALL BE CONTRACTOR, AND LANDSCAPE CONTRACTOR. BACKFLOW PREVENTER BFP TMR Project : 16285
VERIFIED BY THE CONTRACTOR BY POTHOLING PRIOR TO CONSTRUCTION OR 9. THE CONTRACTOR SHALL CLEAN ALL CATCH BASINS AND STORM LINES PERFORATED PIPE PERF
ORDERING MATERIALS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IMPACTED BY SITE DEVELOPMENT FOLLOWING COMPLETION OF CLEAN OUT CO
SCHEDULE POTHOLING SUCH THAT IF CONFLICTS ARE ENCOUNTERED, CONSTRUCTION OR AS DIRECTED BY THE CITY OF TIGARD. NO SEDIMENT TOP OF WALL TW
SUFFICIENT TIME EXISTS TO PREPARE MODIFIED DESIGNS AND HAVE THE SHALL BE ALLOWED TO ENTER NEW OR EXISTING INLETS.
MODIFICATIONS APPROVED BY THE JURISDICTION WITHOUT IMPACTING THE BOTTOM OF WALL AT FINISHED GRADE BW T.M. RIPPEY
PROJECT SCHEDULE. FINISHED GRADE FG
9. THIS PLAN IS GENERALLY DIAGRAMMATIC. IT DOES NOT SHOW EVERY JOINT, CONSULTING ENGINEERS
BEND, FITTING, OR ACCESSORY REQUIRED FOR CONSTRUCTION. FOOTING FTG 7650 SW Beveland, Suite 100
10. INSTALL CLEANOUTS AT 100' MAXIMUM, AND AT ALL LATERALS PER CODE. WATER SURFACE ELEVATION WSE Tigard, Oregon 97223
PROVIDE CLEANOUTS AS REQUIRED BY THE CURRENT OREGON PLUMBING GROWING MEDIUM GM Phone: (503)443-3900
SPECIALTY CODE. NOT ALL REQUIRED CLEANOUTS ARE SHOWN. BOTTOM BOT Fax: (503) 443-3700
11 . UTILITIES WITHIN TWO FEET OF A BUILDING SHALL BE CONSTRUCTED OF
MATERIALS APPROVED FOR INTERIOR USE AS DESCRIBED IN THE CURRENT
EDITION OF THE PLUMBING CODE. (DE BY THEc0PROFF
12. APPROPRIATE CHANGES IN DIRECTION
OF DRAINAGE APPROVED FITTINGSNG ANDHALL SHALLLEBEAOF THE ANGLES +G5o E4c,
PRESENTED BY ONE-SIXTEENTH BEND, ONE-EIGHTH BEND, ONE-SIXTH 15 4
C iw % V,.., C-
BEND OR OTHER APPROVED FITTINGS OF EQUIVALENT SWEEP. "
/ 5 -0 MIN. OREGON
13. THE CONTRACTOR SHALL CLEAN ALL CATCH BASINS AND STORM LINES ver 2s,X99,
IMPACTED BY SITE DEVELOPMENT FOLLOWING COMPLETION OF 4" = ---- 2% MAX �'4/k Ko0C'
CONSTRUCTION OR AS DIRECTED BY THE CITY OF TIGARD. NO SEDIMENT \ d •
SHALL BE ALLOWED TO ENTER THE STORM SYSTEM. o 0 0° ° •
.°❑ oo _EXPIRES: 6/30/19
14. CONTRACTOR TO TAP EXISTING PUBLIC MAIN IN SW 85TH AVENUE AND ° ° ,0 ° O 0°OD.o�°° o 00 )0
00 00 c 0 00 0 ❑ o ❑ n ❑ oo
EXTEND 4-INCH SITE FIRE SERVICE TO RIGHT OF WAY. CONTRACTOR TO /��/ �//��//�/��/�� �/j/j��
COORDINATE WITH TWD FOR SCHEDULING THIS WORK. CITY OF TIGARD AND ���� �� ��
TWD APPROVED DDCV TO BE INSTALLED AT RIGHT OF WAY WITH ADJACENT UNDISTURBED NATIVE SUBGRADE 3" OF 1 -0 COMPACTED OXY OF TIGARD
FDC. FDC CHECK VALVE TO BE INSTALLED INSIDE VAULT. DDCV AND CRUSHED AGGREGATE REVIEWED FOR Co COMPLIANCE
SITE/BUILDING FIRE WATER PIPE SIZING IS ASSUMED AND TO BE VERIFIED
BY PROJECT FIRE SYSTEM DESIGNER. FIRE WATER PIPE JOINTS TO BE NOTES: Approved: [
MECHANICALLY RESTRAINED. SEE BUILDING FIRE PLANS FOR CONTINUATIONorc: c_\t-7� s�+ }� '
1 . CONCRETE SHALL BE 4,000 PSI AT 28 DAYS, 6 SACK MIX, Permit� p t�� 2
a.
WITHIN BUILDING. SLUMP RANGE OF 1 .5" TO 3".
15. LOCATION, SIZE, AND DEPTH OF EXISTING SITE STORM SYSTEM SHOWN ON Address: r, , 'i 2. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY j ...,,do,
PLANS IS ASSUMED BASED ON OWNER PROVIDED PLANS AND HAS NOT Suite# --
BEEN VERIFIED. CONTRACTOR TO POTHOLE TO CONFIRM LOCATION, SIZE, APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS, AND AT By: Jilft�'"� Date:
AND DEPTH AS NEEDED, IN CONSULTATION WITH CITY INSPECTOR. IT IS THE SPACING NOT TO EXCEED 45 FEET. �-- -
CONTRACTOR'S RESPONSIBILITY TO SCHEDULE INVESTIGATION AND 3. FOR SIDEWALKS ADJACENT TO THE CURB AND POURED AT
POTHOLING SUCH THAT IF CONFLICTS ARE ENCOUNTERED, SUFFICIENT TIME THE SAME TIME AS THE CURB, THE JOINT BETWEEN OFFICE COPY
EXISTS TO PREPARE MODIFIED DESIGNS AND HAVE THE MODIFICATIONS SHALL BE A TROWELED JOINT WITH A MINIMUM 1/2"
APPROVED BY THE JURISDICTION WITHOUT IMPACTING THE PROJECT RADIUS.
SCHEDULE.
16. CONTRACTOR TO NOTIFY OWNER'S REPRESENTATIVE UPON ENCOUNTERING 0 CONCRETE SIDEWALK SECTION
ANY IRRIGATION PIPING OR CONTROL WIRES DURING WORK. ANY DAMAGED
PIPE OR WIRES ARE TO BE REPAIRED BY THE CONTRACTOR AS DIRECTED NOT TO SCALE
Issue Revision Date
BY OWNER'S REPRESENTATIVE AT NO ADDITIONAL COST AND THE REPAIR IS
TO BE MARKED WITH A STAKE AND FLAGGING. PERMIT 3/03/17
ADDENDUM 2 A 4/27/17
FDC LOCATION A 8/08/17
GENERAL NOTES
& LEGEND
N
Scale AS NOTED
:ITY OF TIGARD Date April 27, 2017
approved by Planning
Date: 1%9_111_ Sheet No. C10 0
Initials:
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N \ \ -qf ��. ARCHITECTURE . INC
935 SE Alder Street,Portland Oregon 97214
/ , tel 503 2391987 fax 503 239 6558
/ 171.15TC E
Al\ NEW ASPHALT PAVEMENT. MATCH i 70.65G(E) ti '
1/4
(E) GRADES. MATCH (E) PAVEMENT
NEW CONCRETE WALK. & BASEROCK THICKNESSES. �i
SEE DETAIL 1/C300. 170.65E ��
a �' 171 .5OTC E
171 .00G(E)
41)
17701 :61551-GC
o lA
EROSION CONTROL I 171 .15TC \, \
//
MATCH(E) ��'`�
//
�' FENCING. SEE DETAIL. MATCH E 171 .00TC G s�
\ i
4.4
- ,.� -- �� ,. :� 11 171 .50TC
(14'
IL
.4 171 .25BW •' '1'ti ' 171 .00G
-- _ MATCH E + •4 \MATCH(E) E TR, BE REMOVED TPS BUILDING REMODEL
•. . ... • ..: ....
❑ • f • iY 100
,,2. .04 -OM. • 1 .- - :4 . 171 .50TC •• \ ��AMIlla 'DAMS - - • • • • FW CLEAN WATER SERVICES
o ," (E) TREE TO REMAIN. PROTECT n " :�a � '�'` �� �� 4s
�� 16060 SW 85th Ave
�'. / \\ Tigard, OR 97224
DURING CONSTRUCTION. iiimmil D
+. "' -�� /� 171 .55TC
r -. ' I. • ' ., 171 .55 \\ / \\ E TREE TO REMAIN.
1111111111111L"1111*iVi 0 .. / 171 .05G
e , Ile, ' A N 1/ TCG \\ /1// \ \ !� 4 PROTECT DURING
11
4" PVC SLEEVE FOR 171 .7OBW� II �'
11 CC11 CONSTRUCTION. (E) TREE TO REMAIN.
FUTURE IRRIGATION LINES ����''. 171 .60 1111
Project 6788
•. i � .. 11 PROTECT DURING
�0 NMI
Nouvr/ : �� z I CONSTRUCTION.' ,� _ \\ // I I 1 I TMR Project 16285
co TREE TO REMAIN. PROTECT .. ' N �� ti
I / T\I 1 lEAK
4 DURING CONSTRUCTION. � y ' • -.° �.� . 1 \ / / s�
8 (E) TREE TO 1 \ \
` 6:111„ � t Q BE REMOVED . \\\ // O
NIti \Wi \ ...� . - GAS c)\k\ ii Oj
_ 0 .ti ,�11 �I Dh QW �� DW _�� T.M. RIPPEY
CONSULTING ENGINEERS
. - �� -i 0 1- .. . .
AMP!'-7 -- 172.80// ` -F --- __ - M _•._ 7650 SW Beveland Suite 100
ittimmicwali
II LEROSION CONTROL a ` 172.60 . " ' gym` . `\II FENCING. SEE DETAIL. 172.50 ' :Pr-
, �/' 172.95 ��` \ \ �� Tigard, Oregon 97223
I--� II MATCH E
IT I I I� 172.50 ., 4' \ �` '!, BUILDING OVERHANG 7YP. S Phone: (503}443-3900
/�/ - - - I ------ m ,� ! \ 172.951 Fax: {503) 443-3700
// -- ��.1 I sTtat- N " A_.. _ __ -sit. 172.70 N. .V \ %' a a y •
/' �. -�� ! I172.70 N MATCH(E) `- 172.85 O
' ' I o MATCH E
It,
: \\\, % PROVIDE 6"-WIDE BY
/ R 6"-HIGH OPENING TON ��p PRQF
,�..■�■�.. ..-giM_. _._a___.__ . iiiirH �_ ��_ _-� ., E TREE TO REMAIN. 4S
/ \-+ y. ."' y ;� �...... _, , TWO 4 PVC SLEEVES FOR ‘ ,fr \ O x Ji
r / „J I wq ! �' FUTURE IRRIGATION LINES \ \ \� �` ALLOW DRAINAGE "� S PROTECT DURING �+�15544 fid' c .
4 FW LINE :-_,,,c0;
► `/ ; \ �- 172.95 CONSTRUCTION.
\\t‘
� � • SEE BLDG. FIRESYSTEM � �' �b •' Q ���� � REGRADE AS REQUIRED r i I
PLANSFORCONTINUATION. � `� ' ;�. r TO PROVIDE SLOPE jillo�roxQ AWAY FROM PATIO. EROSION CONTROL FENCING. r2�- - A -�-ti �•- --�. •� .. _>. / �, SEE DETAIL ON C300. '�� o��
EXISTING BUILDING \ \ < }., o, \ 4
RL Kot
i -
\ FLOOR EL. 173.00 // �\ ' ' •
. .+w TRENCH DRAIN \ S LINE EXPIRES: 6/30/19
\ - - - RIM 172.60
r -- 172.95 •: . , ` : \
1E 170.00 - �, �r
r - \ CONNECT TO (E) - . '�z
- a LNC" M1'. / .%
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.� �ill -, STM. SEE GENERAL ;/ ,
�' \ o UTILITY NOTE 15. �� 'c)
.-__-__ _, INh �++,�-a.r..rr r.rr+-rrrrrrr rw rrr&N IONMIN .-. •,wrEM••• 1 r ���� , Mi• �_ ter. .�/ ./ ,IFP-2)
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STM �, --'4'-1--- STM T.M , �.� �.r,,`inamirwir.,
1 • ,'D ir.4
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m dram CONDUIT WITH HANDHOLE.
(E) DOMESTIC \
WATER LINE � �� � Fac
(E) TREE TO REMAIN. PROTECT '
�r DURING CONSTRUCTION.
Illi"Illa
0 11‘.'
4 - CONTRACTOR TO INSTALL 4" DDCV WITH VAULT & FDC PER �. Issue Revision Date
,� 4 TIGARD WATER DISTRICT REQUIREMENTS. FDC DRAIN VALVE
\
V TO BE LOCATED INSIDE VAULT OR AT LOW POINT OF FDC '�
< PERMIT 3/03/17
• PIPE IN SEPARATE VAULT WITH DRAINAGE S APPROVEDBY
, CITY OF TIGARD. SEE GENERAL UTILITY NOTE 14. ,,, � ADDENDUM 2 A 4/27/17
/� �� p vFDC LOCATION A 8/08/17
v 1414
/, E DOMESTIC
/ 1 44) • METER/SERVICE hi:9 • �r►.i
O
L TAP (E} 8" PUBLIC MAIN & INSTALL GRADING & UTILITY
r;
1.
--J E PUBLIC /'
VALVE P&INEX EXTEND 4" FIRE ASERV CE TO PPING PLAN
WATER MAIN VAULT. SEE GENERAL UTILITY NOTE 14.
4 W4i,
'(: \
41.1 kir„i,..
FDC TO BE INSTALLED WITHIN 100'
♦----41( C)
11 voiii
, OF (E) FIRE HYDRANT LOCATED ON
0 1\
#414. SOUTH SIDE OF (E) DRIVEWAY.
V"14
E STM MH � Q>���
O `� Scale AS NOTED
Date April 27, 2017
SCALE: 1" = 10' I i■ 1
0 5 10 20 Sheet No. C200
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ARCHITECTURE . INC
OUTSIDE OF WITHIN 935 SE Alder Street,Portland Oregon 97214
PAVEMENT PAVEMENT tel 503 239 1987 fax 503 239 6558
FINISH GRADE
18" CAST VALVE BOXTOPd
18" CAST IRON 910 BOX _l (_
PROVIDE 24" BY •.
4" THICK CONCRETE ,_,�-'`-�..''./ /�/�.
PAD (SEE NOTE 4)
HAND TAMP BACKFILL �' 18"
AROUND TOP SECTION OD �12" MAX.
1" SCH. 80 STEEL PIPE SHAFT
2" SQ OPER: Nig- OR 1" SOLID STEEL ROD
6" ASTM -3034 PVC f {J.) 1/$" MINIMUM
6" MAX. 1/4" MAXIMUM
_y CLEARANCE
Jii OPERATING NUT EXTENSION 1
(SEE DETAIL NO. 505) • DURHAM
ROCK GUARD 1/4" SIL. PLATE TPS BUILDING REMODEL
( \i ) . TO BE 5 3/4" DIAMETER
W/HOLE IN CENTER TO CLEAN WATER SERVICES
ACCOMODATE MOVEMENT
-J L�W f OF SHAFT
? _ _ i
2 1/2"x 2 i 2"x 3 8" LONG SUPPORT COLLAR WELDED 16060 SW 85th Ave
/ / / TO SHAFT
STEEL FLAT BAR Tigard, OR 97224
\ \ \\/\\ \ \\ \\ \\�\\ " ASTM 3034 PVC PIPE
\ \ \ \ \ \�\/ 3"x 3"x 3/8"x 2" LONG Project #: 6788
I
NOTES: �!i\�/\/i\�/\//\�i.��'
\\/�\\/\��� \\�,� STEEL SQUARE TUBE TMR Project #: 16285
1) VALVE BOX NOT TO REST -
ON OPERATING ASSEMBLY. , T
2) OPERATOR EXTENSION '
'II II'
REQUIRED WHEN VALVE NUT I 1
CO)i '
IS DEEPER THAN 3 FEET 24" -,_.e__,"__
FROM FINISHED GRADE.
3) CENTER VALVE BOX ON T.M. RIPPEY
AXIS OF OPER. NUT. NOTF: CONSULTING ENGINEERS
4) PROVIDE 24" SQUARE BY 4" THICK 1) EXTEND 2" NUT TO WITHIN 18" OF FINISH GRADE
CONCRETE PAD AROUND VALVE I - 24"---I WHEN VALVE NUT IS DEEPER THAN 3 FEET FROM 7650 SW Beveland, Suite 100
BOX OUTSIDE OF PAVED AREAS FINISHED GRADE Tigard, Oregon 97223
AS SHOWN IN CONCRETE PAD DETAIL CONCRETE PAD Phone: (503)443-3900
Fax: (503)443-3700
CITY{II'TIGARD APPROVED • NO SCALE CITY(11'TIG.'1RD APPROVED er. NO SCALE
nREGoN-__ THEODORE S. KYLE, P.E. TYPICAL GATE IREG[m THEODORE S. KYLE. P.E. OPERATING NUT
ENGINEERING DIv1510N CITY[Nallmr DWG. NO. ENGINEERING DIVISION OTT DOWER
DWG. NO.
IMP
i s PUBLIC WORKS DEPARTMENT I PUBLIC WORKS DEPARTMENT - p�)
13125 S.W.HAIL BLVD. 5 0 ° 111 O
TIGARD OREGON 97223 JANUARY 2011 VALVE I312S S.W.HALL BLVD. EXTENSION 505 ����- Off
i FA6&1-7297 APPROVAL 1lAlE VOICED 03)639 OREGON 97223 JANUARY 2011
TIGARD VOICE:(903)639-4171 TIGARD VgICi:(3D3)r 93171 [J'
{ ) FAX: (503)694.7297 APPROVAL DATE C\, ' ' I N E'4' �L
4 15504 * 9
. Pr.. % \ .._,
✓ OREGON s
�y 25,Ik`P
CITY WATER DEPT STANDARDS PLUMBING CODE ~ --' ;-: . I �qRk KOROG
i -- - -- .--::`::1 5 -1
EXPIRES: 6/30/19
sii
THRUST BLOCK CITY APPROVED ISSN »� _ +� a ,'
BACKFLOW DEVICE el u - J
RETAINER GLAND ADAPTOR OUPLING �._ Igaii I
.cr 1 zi"-- i MN 1 RI
FLOW - �--- - - 12" MIN PLUGGED TEE PLUGGED CROSS BEND L.
PLUG OR CAP
ME
1 ISMIIMM 40- Api. i MEM
MEGA FLG ; low r; CIll
FIRE DEPARTMENT y , I _ _- ■ ;t- •J
I
FLG OR EQUAL ate; e . _ . ��
CONNECTION
E.
6"M r i�� OPTIONAL AT THIS =Ii 3=11111 NM
amila
OSHA APPROVED LADDER '1 24" MINMa
es,. ` LOCATION
IMOWITH ALUMINUM LADDER f - -�
,i- Ia11.� _k.• - 7-'----
.-=T = J 111
EXTENSION BY UTILITY.
�' 7,1 6/
CONTRACTOR TO SEAL ALL LATERAL PLUGGED CROSS TEE
PLAN OPENINGS IN VAULT WITH
NON SHRINK GROUT PRIOR CONCRETE THRUST BLOCK SCHEDULE
TO BACKFILLING
r 3" MIN. 6" MAX. (BEARING AREA OF THRUST BLOCKS IN SQUARE FEET)
DRAIN TO CURB OR FITTING 9013END, TEE, OR 45' 22 1/2' 11 1/4'
GROUND LINE
- , ilidI DAYLIGHT SIZE (INCHES) PLUGGED CROSS BEND BEND BEND
! 'i� 4: 01.9 01.3 -- --
MT �I3" MIN CLEARANCE 16: 04.0 02.1 01.3 --
. ON OPENED 8 07.1 03.9 02.0 01.3
OS&Y VALVE
MEGA FLG OR EQUAL
rilllltIMAIAPAAIIII
12 16.0 08.8 04.5 02.3 Issue Revision DateINLINE CHECK VALVE 10! 28.4 15.5 08.0 04.0
.4 ■II! ! ' 4 64..0 34.9 18.1 09.1 PERMIT 3/03/17
CONTRACTOR TO INSTALL a IJC..►ilgll a=miliwzAm +IhI�I11•111/11 RODENT ADDENDUM 2 A 4/27/17
CONCRETE BALLAST 3 CU. YD. It�1 -IMMII Z SCREEN ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I. AND AN FDC LOCATION A 8/08/17
MIN. WHERE FLOODING OR I ' 'STANDON' . I .M ALLOWABLE SOIL BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT. TO
HIGH GROUNDWATER EXIST € PTMPI=�TA�� " - COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING
a'c,., ( ) DRAIN TO DAYLIGHT OR STESSES, USE THE FOLLOWING EQUATION
INSTALL SUMP PUMP
ELEVATION CONTACT CITY FOR BEARING AREAS = (TEST PRESSURE/150) X (1500/SOIL BEARING STRESS) X (TABLE VALUE)
PUMP SPECIFICATIONS NO1!S
1. CONCRETE THRUST BLOCKS NOT PERMITTED UNLESS APPROVED BY CITY ENGINEER DETAILS
2. STRADDLE BLOCKS REQUIRED WHERE LINES MAY BE EXTENDED IN FUTURE SEE DETAIL NO. 561
12" MIN 3. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH.
24" MAX 4. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES.
FIRE DOUBLE CHECK VALVE ASSEMBLY FLOOR TO BOTTOM 5. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN ENCIRCLED ON
OF DEVICE THE PLANS: e.g. 15 INDICATES 15 SQUARE FEET BEARING AREA REQUIRED.
UTILITY VAULT OR •EQUALBILCO DOOR 6. IF NOT SHOWN ON PLANS, REQUIRED BEARING AREAS AT FITTING SHALL BE AS INDICATED ABOVE,
SIZE WITH F.D.C. WITHOUT F.D.C., OR *EQUAL ADJUST IF NECESSARY, TO CONFORM TO THE TEST PRESSURE(S) AND ALLOWABLE SOIL BEARING
4 676-WA 577-WA J-SAL STRESS(ES) STATED IN THE SPECIAL PROVISIONS.
6 687-WA 676-WA J-5AL 7. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRESIDENCE OVER
8 5106-LA 687-WA __ -3AL BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD DETAIL. BEARING AREA OF
10 5106-LA 2106-LA __ JD-3AL , THRUST BLOCKS ARE IN SQUARE FEET.
• CITY ENGINEER APPROVED EQUAL
CITS"()I:TIGARD APPROVED e1r NO SCALE (:ITS'(ll TI(;‘RD APPROVED ' NO SCALE
(1RI:GUNilit
THEODORE S. KYLE, P.E. ABLE CHECK DETECTOR [)RF.G£)ti
THEODORE S. KYLE. P.E. STANDARD THRUST ETIGINEERINGDIVISION arrn�all�sn �_ DWG. NO. ENGINEERIVGDR"ISION aTrD+al[rvl DWG. NO. Scale AS NOTED
nil
• PUBLIC%%ORKSDEPARTMEN! - P['HLICViORFSDEPARTI[EVT
TIGARD, HALL BLVD. VALVE ASSEMBLY 533 ,,- 1)125 S.W.HALL BIND. ' BLOCK 560
OREGON 97223 JANUARY 2011 TIGARD,OREGON 97223 JANUARY 2011
TIGARD VOICE;003)639-1171 . TIGARD VOICE:(503)639-1171
FAX: {ND)664-7297 APPROVAL DATE FAX: (103)684-7297 APPROVAL.DATE /� Date April 27, 2017
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Sheet No. C300