10360 SW 87TH AVENUE REVISIMIS 13Y
OCCUPANT LOAD
-•-
PROPOSED USE : DAYCARE CENTER
VN
CLASSROOMS 3421 sf/20 = 171
BUILDING TYPE: GYM 1500sf/ 15 = 100
OFFk,E 544sf/ 100 5.44
OCCUPANCY CLASS: E-3 POOL 320si, 6.4 w
/p DECK 3 7 6sf/15 25
ALLOWABLE SQUARE FOOTAGE: 9100 KIT./UTILITY 308sf/200 = 1 .54
ACTUAL SQUARE FOOTAGE : 6480 309
EXIT WIDTH 309(0.2) _ 61 .811
• FP'3/I'IRON MPE
S./I MAPLELEAl STREET /el/ (QiW VACATED,7B-i 82) !
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PLOT PLAN , 1 ,
SCALE. 1 20'-011
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Y MAP r
bkpt'
.rDate
Scale
LOT 1 , BLOCK 38, METIER ACRE TRACTS �°`e�� Drawn
'TAX LOT 2000 - NE 1 /4, S3 5,T 1 S, RI W.
,� Job
WASHINGTON COUNTY, OR �sacH
�'• c)�c 12,11 O Shoot
Sl
60 SW 87th
SIT 96-0027
1 0(s qE� g.�A����,
E rV 01 9 8hoeb
ft X 34 PRINTED OM NO.100011 CllARtRINT•
r
IF THIS NOTICE APPEARS CLEARER THAN THE
DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. OCT 8
10
MICROFILMED
.. I
REVISIONS by
a o o
N N o _N S. W.' M A P L E L E A F. �/ ' LXISIING CATCH/ASW
STW, EET RIM_1?1.42'
K� (R/W VACATED 78-182) IHV.. Ia7.37
181.00. _.�..._ _ _-
3% ELF: 160.40•(r.�) 179,21 _ - -- -- 89 42' gyp"
- // S
- __ fit!`- . . �-.� ..t•.• . .1- •• 006 . . �- . . .. - . . ..L� .•r •• . •r�� a•�.r x.�r ..
180.00 SLOPE LE. t
- - --
_-- ELE: 179.010'
179.00' {^- / / �. la PEOESTR1Ai�
—. _ _. _�. _ — ------ + I USE MENT
4%SLOPE - � I � , / EASE ',1i3.d� � / 17100! ' F
'
178.00' Q
177.00'
- _ --- -- --- -- - - -- --- ---- -- - -- ---- -- - LE: 178.90' j ELE: 179.2 (DW)
176-00' 2%SLOPE / ' 5'-0• R.O.W.
- � /� 1
175.00
E
W
TF:GRADE ELE.IN vIIION �' Q
L1.I H fAt1/NCE AREA NDl 70
CEED S-0" VE ELE
CATCH BASIN - -► :,,. DRIVEWAY. `
174.00' - _ _ - - .' ./'
TOP 174.80' --- I Y I
ELE: 177.3
• •� _ e 9
i 7 - INVERT 172.80' ( • . CURB
3 00 r .ELE:173.00 �' M
jam
---------------
(6W) r CUR/---� — == - -- LZlR9 / // I • (� W
12•CONC.PIPE (75') I �` 17 a I w
I • / I u'
172.00• w
RIM. 170.00'
WV 180.00'
N I • . 8
• '171.90' J
-•�•• 171.00
ELE:�I77.0(,(9W) ELE:173.00 / &SIDEWALK L'UR6 CUT
/ •--rte?;rs�4�-==- _ I
S. W. S 7th AVENUES.
. . --� --- - •
—
,-_—.- bio rY1i K
`HORIZONTAL SCALE: 1"-20' � •'• % ,, .•
✓ERTICAL SCALE: 112"-1'-0"
00
lD SIDEWd" ].MI6, •
/ I
1 r�o• s-0•� I
" X108'-0' I /
\`_Cj / 3 1 1/8• W T MINE I • ^'
W
ROPOSED AYCARE Imo'
o �
III = 0 a 6 4 e o s F /I �a"PVC
-40 ea?1.sz% WETLAND
4:1 SLOPE _ - NEW PAVEMENT LWE - ► I I I 9.00' I I '�
_=III �I�� 11 -0•► 5 5 ! ; - ----� •
EXSY'G.MANHOLE 61pVC SEWER LINE'_ 8' �W DRAW i O V
l - O
�I 2 1/2'PAVEMENT I % _ I 11
IN.178.32' • I
f(` ( TOP OF POND AVG. ELEV. =168.38' oa SLOPE FLDw I.INE 108.51-(IN) eO 'OF1�
.CUR6 AS PER CITY OF TKiARD FL O LINE166.61'( / .•
_ Ce
——SIDEWALK _
4"ADS SCREW IN -_____�—� $ caNc,wAL►c
O 0
CLEANOUT �� 12'COMP TEOGRAVEL a0 � SxS RAMP 10 Gr ADE j ,TOP OFPOND AVG. -/" .
I
LANDING cTYP.► I
t CUT UNE O / , NOT i0 EXCEFO S.37x :� ELEV,-168.38'
(+ METAL CRATE Q
I I V) % i / BOTTOM OF POW
N VOL ELEV.•ISO
.l6, 1
EXISTING PAVEMENT AREA � ( �' / • I w
12'-0'f /
ORIFICE = 2.7" _ �OII , { __ - __ _ I / i PLAY AREA ` � '' i SEE DETAIL
1 �(� BOTTOM OF POND AVG. ELEV. -166.38' O ;� �N PVC(45•)!•1.4
= -- - - a--�---
-i tD Ar no4:1 SLOPE t\ I
'Q- 1 i2 CY- 3ia" "TYPICAL SECTION THRU S.W. 87th AVENUE •• ;7;z• •• .�.�-- ELE:1 9.oa
TCH BASIN _- �-�-- I
4 AGS _ DRAIN ROCK \ TOP.v4.eo' r; ;�: : ;•:•; �79,2� S69 42 30 W ELEV -IIS IT
" T ELE:173. r,-1-.-.-1—r , 1 11 ;OT.
•- 2"WEEPHOLE •INVERT-i72.80' LE:17s.1a(aW) o•HIGH SlGHTr: :•:;:;:; .� ,_ r
URINE FENCE ;:':': : : : NDR DET ION POND v
\I .EJW-TO ATTACHED I--UsHst
ITING;: O(ISTINO CATO71 M31N8"PVC � � / EOEXISTINOGAM D RIM•169.09'
OUT = 8 / � INV.-1es.34•
�T y��` •
BOTTOM OF POND AREA IN FLOOD PLAIN = 410 SF /
TOP OF POND AREA IN FLOOD PLAIN = 700 SF FLOOD PLAIN ELEVATION = 169.00' I
OVERFLOW 2 _0
stt AVERAGE POND AREA IN FLOOD PLAIN = 555 ,"3F
ff
! LLj w
o /
D
1 .6' ( 555) / 27 = 33 CY ( L,f
33 CY OF EXCAVATED MATERIAL 6 DRAINAGE & GRADING PLAN
W
DRY POND OUTFLOW DEVICE TO BE REMOVED @ POND IN FLOOD PLAIN C) �-- >
SCALE:1/1-_ r-o• �
NOTE: THE CONVEYANCE CAPABILITY OF THE SCALE: 1 " = 20'-0" Q
100-YEAR FLOOD PLAIN WILL NOT BE ADVERSELY
AFFECTED BY THE PROPOSED GRADING
IMPERVIOUS AREA = 139665 SF
LANDSCAPE/PLAY AREA = 23,415 SFd'-
TOTAL AREA = 37,080 SF 4 J '""" 00
INFLOW 1 i
6" RUCK 129 Q(J �► aYr
�L,�E, a.4% '"
SECONDARY BERM 4:1 SLOPE
ELEV. s 167.13' J
�R
FOREBAY ELEV. - 166.63' ELEV. 166.13' PAVEMENT ' �_ __. 9eM fOF ►,OSCT10N W (D I
I OVERFLOW
S.W.CONCRETE BOX CULVERT M
W OF HALL, IW N OAK WT.
2%SLOPE (�! ::. :•::: :::::.:•: ELEV.169.70 I
` I
04's HOICZ.12.O.C.
U
AVG. ELEV. -166.38' - OUTFLOW
FLOW UNE � r
.
160100' 04'f VERT..1 B•O.C.- e
is
L
I - --2-IN'S IN FTN(.
k - Date
+• 6, s, I
Scale
Drawn
SECTION THRU DRY DETENTION POND RETAINING WALL DETAIL LOT 1 , BLOCK 38, METZER ACRE TRACTS
NOT TO SCALE
TAX LOT 2000 - NE 1 /4, S3 5,T 1 S, R! W. Jots
IT 9 00 87th
WASHINGTON COUNTY, OR
SIT 98-0027
2Df8
24 X S6 MINISO ON N0.IQOON Cl!lAll►RIMY�
Of 9 Ghosts
IF THIS NOTICE APPEARS CLEARER THAN THE
DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. OCT 8
10
MICROFILMED
'l t•�.�. I��. ;
a et+ J j
I
REVISIONS BY
EROSION CONTROL NOTES
— — -- GENk-FOAL NOTES: /
1) CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION/SEDIMENTATION ,,
CONTROL. DURING CONSTRUCTION (ANY TIME OF THE YEAR) PER THE 1.) EXCAVATE IN BUILDING ZONE MIN f,, BELOW FINISHED FLOOR /
"EROSION CONTROL PL. NS TECHNICAL GUIDANCE HANDBOOK" (ESC) 2.) SWALE AND DRAIN STORM WATER AWAY FROM ALL BUILDINGS. f /
DATED jANUARY, 1991.
3.) ALL ROOF DRAINS SHALL TIE INTO STORM SEWER LATERALS PROVIDED.
2) APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL ESC) PLAN GOES �
NOT CONSTI" E AN APPROVAL OF PERMANENT ROAD OR DRAINAGE ,
DESIGN (E.G. : ZE AND LOCATION OF ROADS. PIPES, RESTRICTORS, /
CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.)
r
3) THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION,
MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC (/ 179.21'
FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL X11_ � e�"– • • -- • • • • — • • --- • • — • • -- • L••. .. .� ,• ,••� ••��•,
CONSTRUCTION IS COMPLETED AND APPROVED BY/Lj
_ _ _ _ _ _ _ _ _ -_ _ _ _ __ � _ _r
GE TATIONANDSCAPING IS ESTABLISHED. , fI
• ---- -
4) THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN
CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN .�� P � I
SUCH A MANNER AS 10 INSURE THAT SEDIMENT AND .SEDIMENT LADEN *°�►¢'t'
,�.
WATER DO NOT ENTER THE DPAINAvE SYSTEM, ROADWAYS, OR VIOLATE �woms '' wti..
APPLICABLE WATER STANDARDS.
flodl+e + 2S' Ulm. I . • I • I \
5) THE ESC FACILITIES SHOWN THIS PLAN ARE THE MINIMUM aw, �u rw� w : - rrbwe Oowl
REQUIREMENT'S FOR ANTICIPATED SITE CONDITIONS. DURING THE 2 erne Ildnfwaed I / i \
CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS ae.�..ue• of rr.�kb °•01M'' �lr Provide rut width of ,
NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT Depth ingromAYrow arms
AND SEDIMENT–LADEN WATER DO NOT LEAVE 'THE SITE. ! ,
I
6) THE ESC FACILITIES SHALL BE. INSPECTED DAILY BY THE W
APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE \ ( 1/'w 2 •
THEIR CONTINUFO FUNCTIONING. 44
Z IN TALL TEMP. GRAVEL
7) THE ESC FACILITIES ON INACTIVE SITES SHALL. BE INSPECTED AND CONSTRUCTION ENTRANCE _
MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 24 HOURS + LJJ
FOLLOWING A STORM EVENT. J
8) AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO > I a
ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND ( / INSTALL TEMP.GRAVEL � N
CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE Q � INLET BARRIER (TYP.) I
CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO + I
THE DOWNSTREAM SYSTEM.
. I _ I �
J
9) STABILIZED GRAVEL CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT ` , _- _– _ ,
THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION 1r• re,. �
_l
OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE Sediment water with ct2• w�,. Depth) ( I /�
seewrl«It Y
. THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE <�� . •r
PROJECT. Y
Sediment FMtwad ►n Mesh
"' _
tR an Top
10) STORM DRAIN INLETS, BASINS AND AREA DRAINS SHALL BE PROTECTED we
UNTIL PAVEMENT SURFACES ARE COMPLETED AND/OR VEGETATION IS RE–
ESTABLISHED.
GRAVEL & WIRE MESH INLET BARRIER
11) PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED AS RAPIDLY , OII Q
H /
AS POSSIBLE. , � ;' j
N
/ I
I ` w
\ / I
12) WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER WATER TIGHT TRUCKS /
SHALL BE USED OR LOADS SHALL BE REQUIRED TO DRAIN UNTIL DRIPPAGE HAS \ � I O
�
BEEN REDUCED TO LESS THAN ONE GALLON PER HOUR BEFORE LEAVING THE SITE. _� • / ,` ® O
I ' ~
13) SEDIMENT FENCE ON PERIMETER OF SITE TO BE IN PLACE PRIOR TO EXCAVATION. %
I � pij
rotor fabric material Je• ride rope 41 V) r ' Q
Use staples or wire rhes to attach Y by 2• by i< go. oke : • � v
fabric wire. obtic or oquly. kNo 0 1
VEGETATIVE COVER DESIGN CRITERIAits U
! err
e-ir I :;
A. GRASS COVER MEASURES MUST IBE FULLY ESTABLISHED BY NOVEMBER 1
I t„
OR OTHER COVER MEASURES WILL HAVE TO BE IMPLEMENTED UNTIL ADEQUATE GRASS rn I
I �,
COVERAGE IS ACHIEVED. TO ESTrABLISH AN ACEQUAT, GRASS STAND FOR CONTROLLING
SUM- N.
-
EROSION /
/' i
EROSION BY NOVEMBER 1, IT IS RECOMMENDED THAT SEEDING AND MULCHING OCCUR r���"-•°'►"'� '` I � /
Mllw w Nwl Ilwnele dMl
BY SEPTEMBER 1. fence hosts.
NOTE elntr eo 0K OF rr�tol rAIn11K
B. HYDROMULCH SHALL BE APPLIED WITH GRASS SEED AT A RATE OF 2000 L.B./ACRE. ON " '•'r "' "w11O1 ,
SLOPES STEEPER THAN 10 PEP+;IEIJT, NYGQOSEED AND MULCH SH/!LL BE APPLIED WITH A rotor fabrla
' ® 1
BONDING AGENT (TACKIFIER). APr�LICAlIi�?I RATE AND MET1i0DOLGY TO BE IN material
•••• • • , •• irititi�ititi
ACCORDANCE WITH SEED SUPPLIER RECOMMENDATIONS. 2•bre•b3'lepeWks brie w – e•-a
quN. ,,,,,,•,,,•,��•, ',,•,•,,,,'•,'
C. I / •••, • ••, •• • • • • •
DRY. LOOSE, WEED–FREE STRAW USED AS MULCH SHALL BE APPLIED AT DOUBLE THE vmvrbl. ,'` ; ; ; . . ;�:•t •�,. �t�.:l�l:
HYDROMULCH APPLICATION REQUIREMENT (4000 L.B./ACRE). ANCHOR STRAW BY ' 1j LU
WORKING IN BY HAND OR WITH EQUIPMENT (ROLLERS, CLEAT TRACKS, ETC.)
INSTALL TEMPORARY I Uj
t D. MULCH SHALL BE SPREAD UNIFORMLY IMMEDIATELY FOLLOWING SEEDING. SEDIMENT FENCE T1rP.
SEDIMENT FENCE DETAILS / ( ) �
E. SOIL PREPARATION – TOP SOIL SHOULD BE PREPARED ACCORDING TO LANDSCAPE PLANS, I z
IF AVAILABLE, OR RECOMMENDATIONS OF GRASS SEED SUPPLIER. IT IS RECOMMENDED ( \
THAT SLOPES BE ROUGHENED BEFORE SEEDING TO PROVIDE MORE STABLE SITES FOR
SEED TO REST.
F. SEEDING – RECOMMENDED EROSION CONTROL GRASS SEED MIXES ARE AS FOLLOWS.
SIMILAR MIXES DESIGNED TO ACHIEVE EROSION CONTROL MAY BE SUBSTITUTED IF
APPROVED BY JURISDICTION.
i. DWARF GRASS MIX (LOW HEIGHT, LOW MAINTENANCE):
EROSION CONTROLPLAN _
DWARF PERENNIAL RYEGRASS, 807: BY WEIGHT
CREEPING RED FESCUE, 207: BY WEIGHT c � ^ � �s •1 tt _ �O t_Ott
APPLICATION RATE: 100 POUNDS MINIMUM PER .ACRE \7 A 1
00
2. STANDARD HEIGHT GRASS MIX ANNUAL RYEGRASS, 40% BY WEIGHT
TURF–TYPE FESCUE, 60% BY WEIGHT
APPLICATION RATE 100 POUNDS MINIMUM PER. ACRE
G. FERTILIZATION FOR GRASS SEED – IN ACCORDANCE WITH SUPPLIER'S
RECOMMENDATIONS. DEVELOPMENT AREAS WITHIN 50 FEET OF WATER BODIES AND O
WETLANDS MUST USE A NON–PHOSPHORUS FERTILIZER. W W
H. NETTING AND ANCHORS, AS NEEDED – FOR DISTURBED AREAS ON SLOPES AND IN
DITCHES/SWALES, BIODEGRADABLE NETTING, OR JUTE IS DESIRABLE AND MAY BE USED j O
INSTEAD OF BONDING AGENTS TO PROVIDE A STABLE AREA FOR SEEDING. NETTING
tt--
SHOULD BE ANCHORED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
I. WATERING – SEEDING SHALL BE SUPPLIED WITH ADEQUATE MOISTURE TO ESTABLISH
GRASS. SUPPLY WATER AS NEEDED, ESPECIALLY IN ABNORMALLY HOT OR DRY WEATHER
OR ON ADVERSE SITES. WATER APPLICATION RATES SHOULD BE CONTROLLED TO PROVIDE
ADEQUATE. MOISTURE WITHOUT CAUSING RUNOFF.
J. RE–SEEDING – AREAS WHICH FAIL TO ESTABLISH GRASS COVER ADf.rfUATE TO PREVENT
Dsts
EROSION SHALL BE RE–SEEDED AS SOON AS SUCH AREAS ARE IDEHITIED, AND ALL
A PROPRIA iE MEASURES TAKEN TO ESTABLISH ADEQUATE COVER. Simla`
�a A A
` * Drawn
Job
tu.i,'0 SW 87th
Sil _ y7
�'• tZ,1 � Sheet
3 of 8 4 '•�� !1�qfi'� S3
9 240124 fMllpTlD ON M0.100011 CYAN►111NT s - .mss. 01 Sheets
-
MEMO
I ,
IF THIS NOTICE APPEARS CLEARER THAN THE
DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. OCT 9 SM
Intl
MICROFILMED
to 1. �. !+ A 1••;j I 1 .
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�kisT'tN H pD(q f>�1rE-seMlvlti
E.xI�-r I N�, 'G'R'C �-u`CKE'>r•Ly' NAIJIanJA 'PoMEN1U1 •
Lf-AN --t-r,
10360 SW 87th �4 E cc
SIT 96-0027
Aof6
of 9
IF THIS NOTI(.4 HPPFARS CLEARER THA14 THE OCT 9 I
DOC-UMENT,THE DOCUMEIVT IS OF MARGINAL QUALITY.
MICROFILMET)
A
t
CLASS,
I�i1KT (Cs. ONLY.) �-AANND 11INWt nt TyK FRAM[�AMuts A.C. AN rlA�a~TUNE
ERE
d Z
FRAam ME K7A«ls FMItf11 A Q (C.a WAY.) SUAND PLANS r INI TYPE
ASP1W,f (�NCX1(.f C
WVCW N1 PA1CN
WJW EJQST. PYiNf, 11gQ � iN SEE lgfE 15 EIOSRIC 16P11N.T
I
E)ITIIIC or w1 -� C' rAilOAEfl I fia
•' �'� � rAw+Iwt ' ' '.: � rAvtME+t
ON 1r B�E _ � "" -.. .......-_�.... -___ - (Qli. CNIY.) •! (C.d. f�ilY.)
i
- •
LAW
AT St2' PLM! F011 4' AT �••
SIAIORADE o PIPE DATA i'LUO a 1" PILE
(�P11Lm Tiff a wmu _ ( ; INCwASER
OR�pry��.,� �,['ary m �.
�L E10Sit1C BdlSf :-1/r MrNR •• i� - :• dSCNIMCE '• ti owauwa FOR
it OR If
J//'--0 001PIIf.'fE])C11I1SI�D
SEE NATE 14 TRF_'rN;H wUl 1t O1 18' WM M M EON 816E a1ceL IID REorD w TRAF.1c ATEA � � . 4• DRAM HERE • � ' •'• 0 . r T
SEE NOfE r4 m d Litt OR OONIR011i9 MtTEx 4 DRAM PPE PLATE
oE►sm a�caau ;
LM WWA
24-
•• ► •�
1. CIJiS IN AC. PAVEMENT SWILL 8E MADE MMMMSPADE TYPE � I 01 NIL.
- ,-, � _
PAVEMENT BREAKER, SPADE TIPPED DROP HAIN" CUTTING W,-EEl, ERF
CONCRETE SAW OR OTHER APPROVED MEITIOD. INTER�IItrENt VAL a+ SECTIONA-
-,A SECTION A-A PUNCHING WiTH A POINTED JACK HAMMERWILL NOT Or, PERMITTED. +MTH ORIFICE� "am- Prc POE w"m
W MME
2. CUTS IN P.C.C. PAVEMENT SHALL BE MADE WITH A CONCRETE SAW. t-yr m r TYPE ME" so •/12 OOP'POR
3, 1"-0 CRUSHED AGGREGATE MAY BE SUBSTITUTED FOR 3/4'-0. CATO1 BASIN HAS GRATE 26-3,11c
1(r LIR r ICI01 TioN STOP SM DR.) CATCH BASH r
4. PAVE)If F1Vt REPIAC ' WiDTH SF;ALL BE' f RENCH WIDTH PLUS - c l. . rAac ,qwT T00Ai °tA PLUS 18 .P �l�C �l! J_
GL OR Dl MMI POLY COASTED SADOLE r' . 4�L0
TRENCH WI
11 INCHES ON EACH SIDE FOR CONTROLLED DENSITY SACI(F1.1, AND � BANDS (cc Tt+REAr�STANUM -tRe to r rtwinINCHES ON EACH ROCY, BACKFNl. 1-1/2" AND 2" METER & DOUBLE CHECK ASSEMBLY
5. PAVEMENT REPLACEMENT THICKNESS SHAM it AS _WWN ABOVE ' "T: ' A A _1__
FOR ROCK TRFNCH BACKFILL FOR CONIRGI LEC' DENr11Y TRENCH "01Ea T- JAW - 24-
BACKI1lL, PAVEMENT REPIJVCEMENT THICKNE1
SS SHAM. BI. AS FOLLOWS: 1) SEE SECTION so4.i02 OF OONs-rR XIM SPECiTGATIONS. � {--------�---�
L) No SOLDERED JWM ON F4MI N aETWEN WAWA MAN � � �..�r.�.`. 21-314' OPOW SMOOTH FTMIl1
STREET CLASSIFICATION ARTERIAL COLLECTOR LOCAL AND Mrm SETTER. k"I
U ON ISE~ SURFACESPOKIi_I�• 1_1/
L ^�I r-'� �_, t' TYP.
LAN CEMENT CONCRETE 8'' P.C.0• r P.C.C. b+ P.C.C. 3.) No MT:TER 011 PlavAiE rRDPatTr ■11NOUT tAloNFJNT. .,.
LIC. OVER P.C.G. 4• AC. 4� AC. 4' AC. 4) TTID MCl'ER a Rsoullem - �, 7/a' TYP.
!) Ai TME ERF wfTALLATION SETTEJIt MUST SE ADJUSTED FOf1 7 1-1 . ,
ASPHALT 4' LIC. �' LIC. 4' LIG. ro'--I�- -'�---;�--�n W
T. LAY �+aTN BEFORE oDNIECT1No.o»I soER a 1NEToe. ►_ i
I. PME(f CAN BE PLACED w ANY MAIL
a A41 o�NaRETE To.E 3300 P.ai. GRATE FRAME DETAILS FOR
4. 4 D OMI To nE TCHgA m To TYPE 1. TY�'E 2 & C C Q. G
TYPICAL PATCH FOR FLEXIBLE PAVEMENT - - 4. TO 0011S1fRICT cAra.lAaNjE DETAIL
OLfJ410U b - IILTLACE CST[ NITN V-3 1
j X 1•-11 1/2• SIM PLATE 3/4• 7HIM ol�l (CAST IM Olt CAST STEEL) ( CAST IRON 011 CAST"EEL )
. N.T.S. 1• DIA LIFT NOL( NEM OW DID OF PLATE -
h, WAW PAVW AS SHOW TO
L N FORM LOCK DEPi ESSM NOTES:
1. ALL CASTOM SHALL CONFORM TO ASTM A 4a(AASHO M idd) FOR CRAY
a*' CASTMft CLASS 30, Olt (AASHO M INK CLASS 70) FGR CAST STEEL
2 ro THE FJfJ STSr§OW FOR A OCASiNOS MAY M MADE TO
COW0011 10 COMMON SHOP PRACTICES.
3. ORATES AND FRAMES MAY K OF CAST OR HELM
CONSTRUCTION, AT THE CONTRACTORS OPTION.
4. STEEL FOR "ELDER CRATE r FRAME SHALL K ASPA A-7 OR ASTM A-373.
STANDARD TYPE I CATCH BASIN & CATCH BASIN CLEANOUT DETAIL
-
MOUND RANi1SS 011Si tuK SEE TYPICAL $IXEIT T--� TYNCAL PAVEMENTDSECTiD IY E7 SF.CUON Fix NEW PATCH DETAILS
r1WAL1l FAVITIMI
PATCH DETAILS
r
�r
db C. FRAME L CI3SV R
O.
IL
gill
7 9,
FDRI10AT101 srAaTLitATKxI -►ouioAT1ON sTANEl2AT10T1 -
AS DfFOUIDAYm STABILIZATION
I
ttEC1ED .Y E)NGIEEII AS DNECiED By OWN= AS DWECTFD SY 040wfia
N6I] BACKFILL GRANULAR BACKFILL CONTROLLED bENSITy I
BACKFILL
PAY MADTH _
SIZE OF PIPE IT Y MI UND OONIN ALL OW. .AZ�sT11EEi3 r
_���](�OF TRENCH r or 31r �AT�R ONE on MOLE of TIE
i0" - 24• UTSIDE DIAMEM Ru! it 1�f1 BEND
27' - JS• OUTSIDE DIALeTot PWS 24• 1. TRENCH oEP1M a a' OR LEIS EOo
4r AiD LARGER OUTSDE DIMEIM MUS 31P 3IJlIFA x �NY.)
2 1 IR4TN i! lr OR um o� 0
3. TREWA LOOM a Cor OR LESS wo
�I�•/T-/R•Ei_r%C/y���MAp.i}�i`_ . i��,/%/�!r// j`
n
_
VYE
, T� 1 �M TE'p ""TMCOW' mT� ""�
COMMON GRANUL,WcotJIM vsoNolNa// �oL�DN ae 'GRAM" / CommaaaxERR ADNT
BACKFILL ORANAAR �- t4;' (MINI.) RE;W. 2/ W- GRADE 4' C01CKE/ % T. So 0. PPE (t-4•
DIA. RuNrRLO. - *_ IY)
o-NEq
GROUT JONTE Cow"ORE OR L41.
' TIC
1/40 1. SMOOTH COLNPRI1IS1011 SEAL LUMP SUM
ENDS TO PAY 300o Pa ALL*, '; :� Ro Q R I K ►wS11 "7W CCm anLiRal�. PA's LIMITS
RrALLs DF ltRUDTUNRE M TN'L
"IECLAS, ` ,�T,,� CLEANLIUT DETAIL
LASS --� N.T,S.
CONCRETE CRADLE GRANULAR FOUNDATION GRANULAR FOUNDATION k 10 -cRgvt ALL JD1NTs
L1�2a Lf-1.9 -1.5 4. 71rtAN � GI TFTALL
----w.� t
I � d - D"Of MAIPTH1 BELOW PteG S• GRAVEL
MATERIAL !FLORA SiODIiND
D d NOTES
COMMON
10' - 36• r 1.) ALL 11101"ANS W AiD MAMNAL•S
47•' !LAP= 10' TO K N ACCORDANCE MTH pry
ND
SAID " '• OF SALEM COON STANDARD! A
�' - CONSTRUCTION WtCWICAIIO"!.
• '%� a Mi�7l�E DIRECTED By THE E. 2.) ALL CONCRETE SHALL K
`►7 F3C GRAM"AR 11WNT 3000 r."
STABILIZATION SNtAf1 !E N.ACtD PIr01e 1T) PLACE1ICi1T
aOF TiE SEDORM SIZE &DEPTH ARE DEPID DDIT ONI
E10J1) tr NNAtlMeIM PIP[ !m
'..... -. AVML SOL OOIOOTIONS
au HOLES FOR ROCK OR 0110t 1400W eEMaE MAIIOIWSti TILE 4.) POUR M PLACE i K MEN MOPE
711E10CH WALL K OVER EXCAVATED A LD1. OF i 0 THIN 2 FRES INTE1RKrT SIWJC'n=.
t yam GRAM" YATT1�IAl AS W=10 .Y POUND CLE Ate OU T �1���y LEARNING A R N i N
• o (�i A C r summ w.ACwu MA"" IN PRE vw OWL G TRE E;
COMMON
THE cREMA DE At Wcc�F� F�+IOR Tc.AaWwNo "Al :a ,Qa2-. 1�' n A Y SCHOOL
SANG 9EDDINtz COA�IAION tYQ?DINQ t1E Rl7UII.DDR OF TIE TRpNpL �._-.. _.
APN• to BY.,
PIPE BEDDING DETAIL 5 SCALL' Rov
--� �W"my E'1T
Nls � RATS: 4-10-196 A[VI!{RD
10360 SW 87th - ------
---
SIT 96-0027 ,» 10360 SW $?#h
�- - -- - -
50f6 4 � rT�,1�dT`'� TIQAAD QAE
- - eL �AL� nRAWINVQ ivuM/t11
--,�- 54 of NI
Na R!4 MIIITlp ON NO.109MCNSARMNIrt• �.
IF Ti•!IS NOTICE APPEARS CLEARER THAN THE
DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. OCT 9 1998
MICROFILMED I
1
—_ 25 YEAR ARCH. COMP. ROOF 1 XB BARGE & _ inuinnuilnniuniuniuuui ' - _
FASCIA BOARDS ' --- )AY SCHOOL
5/4'X4"CORNER BOARDS
FE� T&G SIDING WITH 3"
VERTICAL GROOVE
1/291 PANEL 5/4"X 4"
--� i WINDOWS. �� TRIM (TYP.) --"
FRONT ELEVATION
� LEFT ELEVATION
SCALE . 1/8"_11-011
SCALE : 1/8",-l '-O"
DECORATIVE PANEL
---_�"K" STYLE GUTTER
3 B A C K E E VAT 1 0
- 4 RIGHT E L E V A T I O N
� SCALE : 1/8".V-011
SCALE : 1/8"-l'-O"
1•IIt.0 fOt•.w.v.
:mmem.ow"e•.I
1aMOM •u.'.I"
"Pac wc" 17'1
wis 041.619 Poe Fee
IY p 117•YWt /-
REQUIRE M E N T S
��N_�I:a:a:sscna.i}-1• S��N— aR2a- �b �
T ,
• • . '. . I j
vIr -1f' W s�1.1..
.�. R2 0- o g,b .$
• WA�NiNC� � ��w�ra.+ti,n.er�..
(b)
EooA 4k ow clew Plow� 36 man
flnn a"A"°� 54 wn its
1370 36 man
Wttt J �1-�s� '----7` � 12 - '4.-Z mid 12 nNn
�Z mtn
z I lowto1Nt 705 70S
uv im ` 1 Pow
30«mAL 3o not to*axed � to
— -
lot dwo to
1w%
I�Z i / AGG�SS AISLE knee
oo e . ..............
m depth .
_ (b) al
w n— / / ' Slda Waal Ead(c Wali
l�
t� FIGURE 31—LAVATORY CLEARANCES s
1
.................... ..................
FIGURE M-41IIIIAB YARss AT WATER CLOSETS
F+loldblof CA010 Roanbdn w Cooler
q--o -'S vil VAN A��sSIE�I.E
1 Tmlt1
G-oII ss N40ARV 5FA ,ate
.,.,. ° FIGURE 27—DRINKING FOUNTAINS AND NATER COOLERS
Clow
• thm
SINGLE- AG6�55If3LF, pAl�( UNG �,a��
............. ....
* I� a'7N� AGGESSI6LE rAt=K t4& 6PACF, 15 P P-O,/ 5P, IT SHALL bF, 1B ma:l
b�`aI�N�+.T�b' vA N,d,��SgIr3L�; ANb SHALL PA\/I AN Apbffilo9AL- �s
51GN (olz2v-(oC7) Mollf`tfiEb 13�10�1 fil}� SNbAab Sfi fAI�YJNG +18 man
&IGLICOIz20--Gp,), 1ao
REVISED
_ � UAt�I-At-c�S:3igL� 5pe„G� GM 135 -USW gY AMY VF}-IIGLE Wrt'N' -N
LEARNING TREE
•�'
FIGURE U—CLEAR FLOOR SPACE AT LAVATORIES DAY SCI-100L�
*CALF., NOTEd3 i ovco m y
DRAWN BY DT
�N 17
kATC: 4-10-96 parvlw" 7-15-96
10360 SW 87th - p I=. 1�
SIT 96-0021 0 , o3so sw 87th
sons ►�, t TIGARD. OREGON
f+R>w ►111NTlp ON N�.100p1 CWall/IpN'T•
DRAWNG NUMUM
1 of 9
NOTICEIF If HIS
DcUMENT,THE DOCUMENT
� 'IS OF MARGINAL QUALITY. OGT 91998 '
MICROFILMED i
I