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SELIG / LEE / RUEDA ARCHITECTS and PLANNERS
213 SW ASH ST. 503-224-0173
A R H I T E C T U H A L
PORTI-AND, OREGON 97204 0.0 COVER SHEET
0.2 SITE SURVEY
D1.1 DEMOLITION — SITE— PHASE I
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HBH ENGINEERING INC. C.2 CIVIL STORM DRAINAGE PLAN Conditionally Approved... ...................[
C.3 CIVIL UTILITY PLAN For only the wZl� 13 cribe in: �y
11535 SW DURHAM ROAD STE E9 503-670-0499 PERMIT NO. � GU��C.4 CIVIL EROSION CONTROL PLAN See Letter to: w...............................( ):
TIGARD, OREGON 97224 C.5 CIVIL DETAILS i g� stittach.. .......................... .( �' OF
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1.1A SITE PAVING BASE PLAN — PHASE 1
STRUCTURAL 2.01 OVERALL FLOOR PLAN — PHASE 1
2.02 OVERALL �LCOND FLOOR PLAN — PHASE 1
NISHKIAN DEAN
319 SW WASHINGTON ST. #720 503-2i4-1343
PORTLAND, OREGON 97204
3 3
MECHAN[ICAL t
PAE CONSULTING ENGINEERS, INC
808 SW 3RD AVENUE 503-226-2921
PORTLAND, OREGON 97204
ELECTMICAL z
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CUNDIFF ENGINEERING, INC.
4 8885 SW CANYON ROAD, #1:205 503-297-7738 4 uu
PORTLAND ':)REGON 97225
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PORTLAND, OREGON 97204 G (D
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HILLSBORO, OREGON 97214
SW G�EN(MNEER 6 issue date: 07 april 2003
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BEAVERTON, OREGON 97008
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CITY OF TIGARD
7 3UILDING DIVISION COVER SHEET
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C.F. TIGARD ELEMEN TAR SCHOOL
-128W-8W GRAM' AVE.
TIGARD, OREGON 97223
j File name: 0311-0000-Pi
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FOUND 5/8" IRON RODDOWN 0 10' -c7
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14I M, L 5.808' I--_ - - 41 �- �_-___�_ ----- _ 19�-\
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NOTE: ¢ �
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I BO1INDARY SKOWN PER WASHINGTON N
COUNTY RECORD OF SURVEY #28672. co
° \ THE BASIS OF ELEVATIONS IS STATE HIGHWAY _ I `n
ct, SET 5/ 8'x30' I ROD WITH \ DEPARTMENT BENCH MAPK P209, A BRASS C'�
RED OTAK CONT40L DISK SET IN THE STEPS OF A BUILDING AT
Q ELEY. 204.14 �
13075 HIGHWAY 99W. ELEVATION = 210.07 FEET1
1 \ ABOVE MEAN SEA LEVEL. O' 15x 30� 60'
BACKSTOP �/ \�
o ANY UNDERGROUND UTILITIES SHOWN ON THIS �
SURVEY ARE APPROXIMATE AND SHOULD BE
\ .. FIELD VERIFIED.
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503) 635-3618
° FA�Xone: (503) 635-5395
6' CYCLONE FENCE
SET 58-X30- IRON ROD
V\ ~ RED CTAK CONTROL CAP WITH I�
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I RED CTAK CONTROL CAP
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'W.LMc.LS.808' 15"ADS IE OUT N) 190.1 RIM CB89 46 ((
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,p W/RED PLASTIC STAMPED 15' SANRARY _ • - - - -- -- � 2�I,F
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WOOD - p - I - RIM 19943 RIM 198.46- BUILDING I RUILUING I 6 issue date: 078pril 2003
r ROOF DRAIN/ ROOF OpNN/ F.f. ELEV. 198,41 198 job number: 0311 '
r_= CNC. FULL OF DEBRIS B' CYCLONE FENCE I - ry tfJF IfV=19N.S3 I J I
`RAMP -_ - - - - - CONC. N I c' DOWN SPOUT DOWN SPO ti
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RIM 98.99 HEDGE I /7 revisions: 06 MAY 03
- - OVERHANG ^- SET PK NNL
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6.
STORM DRAINAGE PLAN
i
6 204 - - - -- _- ' _ _-- f� 6 Issue date: 10 april 2003
II
lob number: 0311
��- _ =� NOTES
� ----NOTES-_ -- --- - - ------ - --...- revisions: 06 MAY 03
0
s= - - -- --- ---..- --------- -- - - - ---- - _- - -- 2
w m F I /� 1. STORM SEWER WITH LESS THAN 0.010 FT/FT SLOPE SHALL BE CONSTRUCTED TO PUBLIC WORKS 'STANDARDS.
THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, USE OF A PIPE LASER TO ESTABLISH AND HOLD GRADE.
N 00 --
+�Zp �.i- I 2. CONTRACTOR TO COORDINATE THE ADJUSTMENT OF ALL EXISTING OR NEW FLEXIBLE UTILITIES (WATER, GAS, TV, TELEPHONE, ELECT., ETC.)
O W W --- -
TO CLEAR ANY EXISTING OR NEW GRAVITY DRAIN UTILITIES (STORM DRAIN SANITARY SEWER ETC.) IF CON-LICT OCCURS
200 s, }� - - - - 1 -��-_- --- - -EXIS.TIALG- GRDUNII- ---- --------- --- 77--
Ln --- -- ------ ---- ------ ----- --- - ---- -- -- - -- -- -- 3. ALL TRENCHES SHALL BE BARRICADED FROM PEDESTRIAN ACCESS INCLUDING NIGHTTIME PROVISIONS AFTER WORKING HOURS.
II o�kinin AT C/L OF PIPE
M (7) cncnFx.-.- -- - _ / 4. MATERIALS SHALL BE NEW. THE USE OF IAANUFACTUREF•'S NAMES, MODELS, ,AND NUMBERS IS INTENDED TO ESTABLISH STYLE, QUALITY,
ar o APPEARANCE AND USEFULNESS. PROPOSED SUBSTITUTIJNS WILL REQUIRE WRI rTEN APPROVAL FROM ARCHITECT/ENGINEER PRIOR TO INSTALLATION. 12455 SW GRAN"['AVE
�oori II 5. THE LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THE PLANS IS FOR INFORMATION ONLY AND IS NOT GUARANTEED TO BE COMPLET SITZ' 1'LUNIBING
F,Z�� OR ACCURATE. THE CONTRACTOR SHALL POTHOLE TO VERIFY ELEVATIONS OF UNDERGROUND UTILITIES PRIOR TO COMMENCING WITH CONSTRUCTION. 1,1.11211113-00200 3of5
=Q_+1Lain _ '----__-- - -PR�P_Q�ECZ_Gf34 ND-- -_-- --- - _-_--- _ --- - ___ -. _----_ -__-- -- ---_-----_--_ _ - -- _-- _----- ------ -- --- -- - -- � NOTIFY ARCHITECT/ENGINEER WITHIN 72 HOURS IF ANY DISCREPANCIES WITH THE PLANS ARE DETECTED. -
AT C/L OF PIP w
o��in x = 6. ADJUST ALL NEW AND EXISTING MANHOLE LIDS AND VALVE BOXES TO FINISHED STREET GRADE.
cncnwr w �z 3
'-)oZ 7. ALL TRENCH LINES AND EXCAVATIONS SHALL BE PROPERLY SHORED AND BRACED TO PREVENT CAVING. DEEP EXCAVATIONS MAY REQUIRE EXTRA
7 HDPE o G,. ALL SHEETING, SHORING, AND BRACING OF TRENCHES SHALL CONFORM TO OREGON OSHA STANDARDS. 7 STORM DRAINAGE PLAN
3160: 15 c."? SHORING AND BRACINLn r:rn 0
00
as d CO AS-BU H RECORD MEASUREMENTS OF EXACT UTILITY LOCATION AND DEPTH.
148 THE CONTRACTOR SHALL PROVIDE RECORDS WHICH
a0� II °i SEWER LATERALS SHALL BE TIED TO PERMANENT REFERENCE POINTS
'i II �_ II 9. EXCEPT WHERE NOTED, TRENCH BACKFILL SHALL BE CLASS A UNDER LANDSCAPE AND CLASS B UNDER AC/CONCRETE.
Nzo
+ z 10. STORM SEWER PIPE SHALL BE 3034 PVC OR N-12 HDPE (12" AND GREATER) WHERE BURY DEPTH IS >30" IN PAVED AREAS AND >18"
I!il,l w IN LANDSCAPED AREAS FROM TOP OF PIPE. SHALLOW BURY PIPE (<30" IN PAVED AREAS AND <18° IN LANDSCAPED AREAS) SHALL, BE DUCTILE IRON,
--- --- - - - - --- - - -- - - - - - - -` +� - 11. PROVIDE TEMPORARY DRAINAGE FACILITIES AS NEEDED TO PREVENT DAMAGE TO PROPERT" AND PERSONAL INJURY
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CBC CATCH BASIN
PUBLIC STORM PROFILE
--� - COTC = CLEANOUT TC GRADE
C2 BWV = BACKWATER "eALVE
I - - - -- - - - - i - -- -- - SOIL - SOIL/FOUNDATION DRAIN C2
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-
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I I GRAPHIC SCALE 3 �_- 1- T-- 3' MIN CLEARANCE
10 0 lO 40 40 so < < - ON OPENED
�n MEGA FLG GR EQUAL- DS&Y VALVE
-- RETAINER GLAND--� INLINE CHECK VALVE
- J ( IN FEET ) O _ s w
?4 v r ) CONTRACTOR T❑ INSTALL RODENT �19.IN910?
a1 inch 20 tt. Z ♦, . s!j
CONCRETE BALLAST 3CU. YD. f - 'STANDTN' SCREEN ,� �-- ✓.�c' �-
1 MIN, WHERE FLOODING OR .
HIGH GROUNDWATER EXIST- u'E--Ss
Q Q ,�� CTYP.) DRFITN TO DAYLIGHT OR
INSTALL SUMP PUMP 0 ETON
f I
�l- W ELEVATION CONTACT CITY FOR �A�f JO
CwPUMP SPECIFICATIONS FRT M_�- o Y G D W ExPIRES 06/30/03
LLl •1 DOUBLE CHECK VALVE ASSEMBLY 12" M!(V
UTILITY VAULT HILC0 DOOR 24" MAX
— ? 1 SIZE OR ■EQUAL OR INEQUAL FLOOR TO BOTTOM us
I - ya 3 660-WA J-5AL OR DEVICE " `^
\ - LSI n L '' \I U 4 577-WA J-5AL vl c
ELI vI io ( C_v 6 676-WA J-5AL p 'C
o z 8 6137_w'A JD-3AL M o
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N �H w CITY ENGINEER APPROVED EQUAL t
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1 _ APPROVED 0Y: APPROVED 0Y: NO SCALE > V 8
I NO SCALE —
AGUSTIN P. DUENAS �� �� AGUSTIN P. DUENAS
`.r ENGINEERING DEPARTMENT 3 & DWG. NU. �' ENGIIJEERINC DEPARTMENT DOUBLE CHECK DWG. No. 3 2 e c
CITY ENGINEER OrY ENGINEER
3 � f 13176 4W.HALL BLVD, 1 13136 S.W.HALL e:w. Ir 3 M, y
TIGARD,OREGON 97433 -- A
vau((6�a3E ee997z;a MARCH 1995 vacE: 603 939-4171 �_ i
FAX
(00.1�eea-7n7 METER 523 -- --•- f ; MARCH 1996JAI_VE ASSEMBLY 532
I f CITY OF 11GARD CITY OF TIGARD 'Ax: 603 ees-397 WV,
APPROVAL DATE APPROVAL DATE —7 `
WATER METER 3 DOMESTIC DCV J
I II f11, t, � 'j 1J •
ic
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CITY WA.TEP, DEPT STANDARDS PLUMBING CODE 2.�' SIDEWALK ADJACENT TO CURB LU
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THRUST BLOCK CITY APPROVED VALVE BOXDTO910
i s BACKFLOW DEVIC Q 4 W
4 I RETAINER GLAN FLANGE COUPLING -�
p _ o a e� i I —� ADAPTOR 18. , MAN BREAK FLANGE SIDEWALK (, N N
ALc I d , - - -- MIN _ Q
LL p�A 4'D ESTIC WATER -� J �
DO B E CHECK DETECTOR VALVE FLOW 12' MIM a\\�� ;• zCM
LAND ULT \ / e a' �.. F--
IPRO I E SUMP PUMP FOR DRAINAGE ��%\�\ \/��\/(C��/ ��/\�/`:/\": ° • ' U Z
MEGA FLG FIRE DEPARTMENT \/, �� CD
FLG OR EQUAL ��hj� I CONNECTION I 1 I/2 �/4 DRAIN ROC \j/��j�y/\�;�j\��\�j/� v \� C�
N I I 6"FIRE WATER 6' I OPTIONAL AT THIS TAR PAPER (MOIST � �\/�\ � w
DOUBI.E CHECK DETECTOR VALVE MI I LOCATION // �J �
AND VAULT WITH FDC CONNECTION OSHA APPROVED LADDER 24' MIN 6' DUCTILE IRON PIPE CD J C�
PROVIDE SUMP PUMP FOR DRAINAGE WITH ALUMINUM LADDER RESTRAIN ALL JOINTS W/ O 0
{ , EXTENSION BY UTILITY — 'FIELD LGK' DR EQUAL GASKETS \
O -- ----- O _,_, o
! 1919 VAULT - - 1 H- = Q
CONTRACTOR TO SEAL ALL r t C
/ J I PLAN OPENINGS IN VAULT WI1H
/ N❑N SHRINK GROUT PRI❑R \//�\\ •
TO RAC'<FILLTNG /�,` 6 MEGALUG RETAINER ;;�, � � z
FDC I 3" MIN, 6" MAX, GLAND (EBAA IRON)
3' DOMESTIC WATER METER SD C -� CONCRETE PIER 6' GATE VALV �
/ __ DRAIN TO CURB OR FLG. x M.J. = z
o A D VAULT RIM GROUND LINE DAYLIGHT BLOCK
Cl Y OF TIGARD WILL INSTALL METER 15" U
P VIDE SU P PUMP FOR DRAINAGE 12• , SIDEWALK WITH PLANTER 2.0' ' Q
15' M.� x 6 FLG. TEE 5 � cQi. � Iz
1 �p, �--- 3' MIN CLEARANCE STRIP AT CURB a � � � .;
v I ✓ `° 19� r,Dt ON OPENED z Q
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RIM 198. 3 GAS. IA - g J / // / ��/ :a ,�; °' W O0 r- Ii
8" CONE UT -.. 18 r 1, ' S eA CONTRACTOR TO INSTALL _ — RODENT '�/ / \%
• SN 188T88.53
- TANDDN NDTE1 � \\!\ A-44 C R RPP' EQUAL) 6' MJ 5 N
--- - ^��_ I S.W. GRAN I CONCRETE BALLAST 3 CU, YD. SCREEN 1/4 L U
LX.8"PUBLIC SANITARY SEWER 8' CONE ) S I 1, HYDRANTS TO BE MODERN MUELLER CENTURION, 2, O D EQU L
- I MIN, WHERE FLOODING OR _
_ I -- �rpc cTn(�D MVO 3 PORT - TWO 2 1/2' PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLLO ING
HIGH GROUNDWATER EXIST -
WATER VALVES,, �� CTYPJ _/� DRAIN T❑ DAYLIGHT ❑R A. r1IL RESERVOIR
- INSTALL SUMP PUMP
--- --" 6'' �if� WAf - -JY --- - ELEVATION CONTACT
L PUMP CITY OR B. BRONZE ACTUATION NUT LI:
_ �_ ) _ C. BRONZE SEAT RING >;
_n' ` � ' -- ��� � E. WEATHER
SLEEVE COUPLING
SAFETY
I BLIND FLANGE I SC F. THREADED NOZZLES WITH 'J' RINGS
// C % RII 2" MIN G. NATIONAL STANDARD THREADS
12 24" MAX 2• SAFETY CHAINS TO BE REMOVED,
N I I CONNECT TO EXISTING WATER 12 FIRE DOUBLE CHECK VALVE ASSEMBLY FLOOR TO BOTTOM 3. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED
SAN MH#1 I ` MAINTAIN EXIST SERVICE -
/ RIM=201.7 t(ADJUSP•FOR FI TURE GRADE) ;"1 �\ �� / ®1 UTILITY VAULT OR wEQU L BILCO DOOR OF DEVICE BY DISTRICT FIRE MARSHALL. f issue date: 10 april 2003
6 / FL(8"COI` = 191.34 / ��._ / -- 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB.
, SIZE' WITH F.D.C. WITHOUT F,D,C OR wEOUAL I
IE IN(6")= 192.34 I -,e 5. NO OBSTRUCTIONS WITHIN 3' 0' RADIUS OF HYDRANT. job number: 0;'11 !
I 4 577-WA J-5AL
___676-WA 6, IF SUB ,tCT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED,
6 687-WA 676-WA J-5AL 7, VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO. 503 OR AS APPR❑V D
8 5106-LA 687-WA JD-JAL
L'� I 10 5106-LA 2106-LA JD-3AL BY ENGINEER, revisions: G4 MAY 03 '
2
w CITY ENGINEER APPROVED EQUAL 8, THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS,
APPROVED BY: NO SCALE APPROVED 0Y: NO SCALE
AGUSTIN P. DUENAS AGUSTIN P. DUENAS r
ENGINEERING DEPARTMENT .�------ ----- DOUBLE CHECK DETECTOR ENGINEERING DEPARIMENf I ____� --- FIRE HYDRANT DWG. I10.
UTILIITY PLAN DWG. No. CITY ENGINEER ASSEMBLY
�•N , CITY ENGINEER
13146 SW.HALL BLVD. 1]126 9.W.NAZI,BIVC.
HOARD,pl[OON 97433 HOARD,ORE",I713J
YD CE: �so3;039-41.1 VALVE ASSEMBLY 533 �ct I=
I"-N71 542
r 2(D (�„ i CITY OF TIGARD FAX: jew eer73u7 MARCH 1996MARCH 1996 —
CITY OF TIGARD rAx: ee.-7307 A _
APPROVAL DALE OREOQI APPROVAL DATE
N OTES "�� FIRE DCDV 5 FIRE HYDRANT
1. SEWER WITH LESS THAN 0.010 FT/FT SLOPE SHALL BE CONSTRUCTED TO PUBLIC WORKS STANDARDS. 7 SITE UTILITIES
7 THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, USE OF A PIPE LASER TO ESTABLISH AND HOLD GRADE.
2. CONTRACTOR TO COORDINATE THE ADJUSTMENT OF ALL EXISTING OR NEW FLEXIBLE UTILITIES (WATER, GAS, TV, TELEPHONE, ELECT., ETC.)
TO CLEAR ANY EXISTING OR NEW GRAVITY DRAIN UTILITIES (STORM DRAIN, SANITARY SEWER, ETC.) IF CONFLICT OCCURS.
3. ALL TRENCHES SHALL BE BARRICADED FROM PEDESTRIAN ACCESS INCLUDING NIGHTTIME PROVISIONS AFTER WORKING HOURS. 12855 SNN'(;ItAN'I'AVE
dfr. MATEF'IALS SHALL BE NEW. THE USE OF MANUFACTURER'S NAMES, MODELS, AND NUMBERS IS INTENDED TO EST%BLISH STYLE, QUALIFY, APPEARANCE, SUFF NI.I'NIBIN6
AND USEFUL NESS. PROPOSED SUBSTITUTIONS WILL REQUIRE WRITTEN APPPOVAL D'ROM ARCHITECT/ENGINEER PRIOR TO INSTALLATION. I'1 N12003-00200 40S
5. THE LOCA TION OF EXISTING UND:AGROUND FACILITIES SHOWN ON THE PLANS IS FOR INFORMATION ONLY AND IS NOT GUARANTEED TO BE COMPLETE OR PCI name'2002-042/dwg/site civil2 dwg
ACCURATE. THE CONTP,ACIOR SHALL POTHOLE TO VERIFY ELEVATIONS OF UNDERGROUND UTILITIES PRIOR TO COMMENCING WITH CONSTRUCTMN. --
NOTIFY ARCHITECT/ENGINEER W'THIN -12 HOURS IF ANY DISCREPANCIES WITH THE PLANS ARE DETECTED.
6. ADJUST ALL NEW AND EXISTING MANHOLE LIDS AND VALVE BOXES TO FINISHED STREET GRADE.
7. ALL TRENCH LINES AND EXCAVATIONS SHALL BE PROPERLY 'SHORED AND BRACED TO PREVENT CAVING. DEEP EXCAVATIONS MAY REQUIRE EXTRA SHORING
AND BRACING. ALL SHEETING, SHORING, AND BRACING OF TRENCHES SHALL CONrORM TO OREGON OSHA STANDARDS.
8. THE CONTRACTOR SHALL PROVIDE AS--BUILT RECORDS WHICH RECORD MEASUREMENTS OF EXACT UTILITY LOCATION AND DEPTH.
SEWER LATERALS SHALL BE TIED TO PERMANENT REFERENCE POINTS.
9 EXCEPT AHERE NOTED, TRENCH BACKFILL SHALL BE CLASS A UNDER LANDSCAPE AND CLASS B UNDER AC/CONCRETE C3
10. WATER PIPE SHALL BE DUCTILE IRON, SCH 817 PVC OR 0900 PVC PIPE. A5 3i;0%A.rN•
90 11. SEWER PIPE SHALL BE 3034 PVC. 80 10 LIG 50 40 30 20 �0 f,
a .elwrueewl .. _.
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NOTES: �, SET IN NON-SHRINK GROUTd�'!.
-MANHOLE TO CONFORM WITH - r 12"
ASTM C-47E STANDARD ECCENTRIC RUBBER GASKET ���-�f"_- -_ ' p
--MANHOLE FRAME AND COVEI'l -'3' CONE RUBBER GASKET FLAT TOP — --` 4. ,
AS SPECIFIED SEE DRAWING 120-ST/130-ST • ? Q /
,, �N REINFORCEMENT � COPOLYMER POLYPROPYLENE PLASTIC e -
-ALL PIPES ENTERING OR EXITING OR ST012M
SHALL BE WATER TIGHT ` '
-CHANNELS TO BE 3/4 VERTICAL STANOARU MANHOLE FLAT 10P SB" 71A
REINFORCEMENT _- -`J-- 1/2" GRADE 60 REINFORCEMENT------
HEIGHT OF PIPE-SMOOTH FINISH s - a• ",•'/ 24-3/4" -
-RAN-NECK OR KENT-SEAL TO BE I 13" CC - J
USED E ALL. MANHOLE SECTIONS ^ MANHOLE SECTION N6 BAR AROUND OUTSIDE OF OPENING
-INSIDE DROP MAXIMUM 4' i VARIABLE 1'-4' M6 DIAGONALS BOTH SIDES OF OPENING _
( ) I16 6" D C BOTH WAYS 74 ..VERTICAL DISTANCE INVERT TO INVERT � 3--3/S" fOR
-MINIMUM HEIGHT OF STANDARDPLASTIC SAFETr STEPTO BE 6' O I I B'--8 5/6" 61.
27"
SEE DRAWING NO. 110-ST MANHOLE/CATCH BASIN STEP b 4 • 6 27
4 �•
-KNOCKOUTS TO BE USED WHEN SNB OUT PIPE 48"
IS 3' OR LESS .---- -- -- ° -
-MIN. .20' FALL. BETWEEN INLET AND OUTLET A
t 3.. 7.
W MID
b b d ••
116 J/4" GALVANIZED BAR- •'•7}11}}���--
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MATERIALS: P' � '° 4 p PRptF,,
MIN. o. s/
,
12" MAX. FOR 1"/F T. SLOPE a � r ,' b '�' • 12"
1' MIN. FROM TOP OF .b ---
CONCRETE PIPE 6 GALVANIZED; . A p I `-`- I
PIPE TO MANHOLE a I ' F•�•--� 23" ----_ I
6 (3/4" DIA,) GALVANIZED DEFORMED REINFORCING BAR. 4 4 " - � \ O
sEcnoN _ N 24_,/2, - C, aG , NE'F
s a' REINFORCING BAR CONFORMING WITH ASTM A-615 GRADE 40. a• 0. V' 4 I '-' ,r (�` 19191
IP_ �' e p ,' p �!� '° GALVANIZED CONFORMING WITH ASTM A-123 31� -_-- -- 2 i
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2 '* .� C /, ! Q / ,e*..b . .Q ' PI_AST!C:
' n MUST CONFORM WITH A`„TM C-478 n'. ••`�1 NOTES
12' Of 3/4"-0 COMPACTED `,MINIMUM CONCRETE, I STEEL REINFORCING BAR MINIMUM 112" GRADE 60. 5LChJMc AN TY}°E NOT POW UA! IN TW"PIC A HAS OF COLLECTORS
GREG
MEE TING REQUIREMENTS Or ASTM A615 ENCAPSULATED AMP ARTfRIAJ- rlih CT5 ✓CNE 30 `991 a
BASE MATERIAL 2. COVrre AND I'12AMC SHALL Ot GRAY CAST IRON ASTM A-48 CLA55 50. O Q�
WITH INJECTION MOLDED COPOLYMER POLYPROPYLENE
E' MINIMU—M ' WITH SERRATED SURFA( S. S COVCr,ANV PRAMC'to VE MACHINED'rO A TRLE VIrAWNG,Y.L AVOUND 'FRT M Y�
4"FOR GALVANIZED STEP NOTCH LID row LIPTING HOOK. ---
EXPIRES 06,30/03
STANDARD MANHOLE - unified unified 5UPUIQPAN AN n 5rAN unified
r� MANHOLE unified s MANHOLE STEP sewerage MANHOLE r-P_AME ANP COVE-:P agency
FLAT TOP M rag "' OagencyV U A 40agency C712AWING NO 115-ST ^ - - -U - -— — -
DRAWING NO. 010-ST
DRAWING N0. 050 DRAWING N0 100
OLA�yLn C
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4 FLATTOP MANHOLE 3 MANHOLE STEPS — _ 4 MANHOLE COVER _ '
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PAVEMENT PAVEMENT c
2'-. 4•
- a
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18' CAST IRON 910 BOX��
CLASS "B, CLASS „A„ PROVIDE 24' BY �• .;. - = c
SEE DRAWING N0. 260 O C
_� rOR FRAMF AND GRATE `J Yw .j 2 'i' 4' THICK CONCRETE J w
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A - _�_ PAD (SEE riOTE 4)-ter
A RO?WOE RAT BAA HAND TAMP BACKFILL
I SURFACE RESTORATION I MJUND EXCESS NATIVE MATERIAL AROUND TOP SECTION T r--f' MIN,
CUTCH �I //JJf�� A5 SPECIFIED OVER TRENCH TO ALLOW 1 12' MAX,
_ SECTION A-A �I'���� FOR SETTLEMENT
TYP. ANGLE _
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r"LAN PLAN " I wL i OPERATING(SEE DETAIL UNO.E505)SIGN 4 W
�UNDISTURBED '�'" '•' . I -7 UNOI�TURBED
4 MAX 30 CT •N EARTH- '-"2 L NATIVE EARTH
p MIN 10 0 .�JII 1 1 2 �JII 1 1 2 y 3/4" - 0 CRUSHED I MATERIAL
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PIPE ZONE PLUS 6" /���%\�/\�j\/\�/%//// O
•.f4 c �0 -°•a 4O'►'��a 'N a 2 1/2"K 1/4" S0. EDGE -LAT BAR '•, l
NOTES: \���\��\\r �\\/�\•� OCD
'• I r TYP. GRATE BAR (17 EA) eo�b°�t pP a�e°�a�o�° 1i 1) VALVE BLIX NOT TO REST T F_ U
6" 6' 6 ITT���"'---
ry y,p' ON OPERA :NG ASSEMBLY,
' SECTION A-A SECTION B-B 2) OPERATOR EX"ENSIGN I Z
PIPE o
REDOING °off ° o �o6D0%° O O O° P
a _ _ _ _ _ - �o�P° °P�eo°o °I o ° °�P� e REDI TIRED WHEI VALVE NUT 0(_ - zNOTES. I .;/16" iYa. °� ° P° IS DEEPER THAN 3 FEET 24' 1FROM FINISHED GRADE. C� (/3
DITCH INLET CONSTRUCTION IN ACCORDANCE WITH ASTM C-478 - -- I v I 3) CENTER VALVE EOX ON Y Q I-
8" OF 3/4" COMPACTED BASE MATERIAL t/2 PIPE 0.0. PLUS 4" MIN. I OR PIPE SMALLER THAN 18" AXIS OF OPER, NUL C, z
1/2 PIPE O.D. PILLS 6" MIN. FOR PIPE 18" AND LARGER < EEE
DITCH INLET STRUCTURES FOR PIPE SIZES 24" OR LARGER 10 BE PRIGIi APPROVE-[, SO'EDGE FLAT BAR 3" c ro c. 4) PROVIDE 24' SQUARE BY 4' THICK 5 0
PRECAST MINIMUM WALL THICL<NESS TO BE 5" CONCRETE PAD AROUND VALVE
REINFORCEMENT TO EE REBAR MEETING AS IM A615 GRADE 60 OR WF.LDFD F)I AN BOX OUTSIDE OF PAVED AREAS
WIRE MEETING ASTM A497 NOTE' AS SHOWN IN CONCRETE PAD DETAIL CONCRETE PAD W L
FRAME AND GRATE TO BE ELAI HAR STEEL. OR APPROVED EUI,1L I _
A►hro�an NO SCALE Ln
�, Ln
unified DITCH INLET ��~ unified J 'sewerage / ENGINEERING DEPARTMENT AOUSTIN P. ODENAS TYPICAL GATE DWG. N0. UJ Ln r
TRENCH BACKFILL unified , C, 00
00
DITCH INLET sewerage sewerage DETAILS UfA 4 , ""°'•HALL N Lk KI °,YEN°NLOI
UfA agency ! FRAME AND G�'.A TE UfA WaIgency CITY OF -IGARD IAITW) MARCH 1�oE VALVE 5 0 3 LU,a K1.» NDftANING N0. 250 DRAWING N0 2B0 __-_-�-, al�oor A►MOVAL DAT[ W �
--- ---- -- - DRAWING NO 260 �r. -.-- ------
DITCH INLET DITCH INLET GRATE TRENCH BACKFILL SECTION _ a GATE VALVE_ __ __
— - 6 issue date: 10 april 2003 E
6 -- - — 12" job number: 0311
I _-�-2% 27F--�.
revisions: 06 MAY 03
7
-3"x13" GRID OF 1/2"x2" SQ
4
EDGE FLAT STEEL BAR.
-! UJ
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FRAME OF 112" SQUARE WGE
STEtt�L BAR OLLED TO FO M
Q' CIRCLE 1/2
" LESS IN OUTER
-- -- GROUT DD�II�AMETER THAN PIPE BELL.
STANDARD CONCRETE PIPE A5 PTH BELL DEPTO.BE SAME
GROUT PIPE
T-- T BASE i 55 SNN'GIL4N f A1'E
i '
128.
-
2'-5" I_ _ — 2L-4 -� N _L__ l -� SITE PIAINIBING
S0. SQ. p• .,, .4 `0 ALL JOINTS IN GRATE TO --
-j BE WELDED 1/4" PI.M1�2111Zi-IZQ20lL_ SofS
TREADED CLEAN-OUT NOTES: CONCRETE BASE
— ___-- 18" - 24"
1-- --- I.D.P
2- 1 ?°� L. BASIN:
3 11/4 1/4" PLATE STEEL, WELDED -A - 7 SITE DETAILS
7 AND COAT AI_L SURFACES LONCRETIE APRON - O.D. PIPE BELL + 2
WITH ASPHALTIC PAINT. � `%
_ 1. GRATES SHALL BE CONSIPUCTED FOR BICYCLE SAFETY. g�
OUTLET STUE. FOR NO HUB 2. PRECAST WNCRETE CATCH BASINS MAY BE USED WHEN
CONNECTOR, SIZE AS REQ'D SPECIFIED OR APPROVED.
6" FOR INDICATED PIPE (SEE 3. NOT FOR USE IN VEHICULAR TRAFFIC AREAS.
F LAN).
2'-0" MIN GRATE' WELDED STEEL DROP- file name; elle av112.dWg
IN BAR GF'ATE (ASTM A536)
END BARS: 112" X 2"
BIKECROSS BARS: 1/2" X 2" X 2" 0/C 10 AREA DRAIN
BIKE STRAPS: 1/8" h 1"
- = - --_ 4
16,000 LBS, UNIFOPM LOAD - - -- - --------------- --__._ -
CAPACI T� C5
C 5
/y LYNCH—STYLE CATCH BASIN
15 90 �1 A0 70 6i) 50 40 30 20 10
a.
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