Plans (2) /�ST�2-1' f(d'Ge
•
• REVISED ' 15- ttav-icAt5
CONSTRUCTION SITE BEST MANANGEMENT PRACTICES ( BMPs) ' 25/2Z. SITE PLAN NOTES
REQUIRED BASE MEASURES ADDITIONAL CONSTRUCTION SITE BMPs A. FIELD-VERIFY ALL INFORMATION PRIOR D D \ \N
A. PERIMETER SEDIMENT CONTROL H. SWEEP STREET AND/OR HARD SURFACES DAILY AND PROPERLY DISPOSE OF ALL TO CONSTRUCTION. IF SITE CONDITIONS 0 D 0
B. CONTRUCTION SITE ENTRANCE METERIALS VARY FROM CONTRACT DOCUMENTS,
C. STORM DRAIN INLET PROTECTION I.J. NSTAOVE LL GUTTERORARY CONTROL S & DOWNSPOUTSMEASURES WHEN NO AS EARLY AS POSSIBLE. CAPTURENGER EDED.RU OFF TO MMIFY EDIADTELY.NER IN WRITING i� QOO
NON-STORMWATER POLLUTION CONTROL BMPs PREVENT ADDITIONAL ONSITE EROSION E.G.SWALE RAIN GARDEN, FRENCH B. ALL DIMENSIONS ARE TO FACE OF
D. STORE ALL PAINTS, STAINS,SOLVENTS AND HAZARDOUS MATERIAL IN A DRAIN FRAMING, FACE/EDGE OF CONCRETE, DON R TITU:
COVERED STORAGE AREA K. IF EXISTING VEGETATION IN RIGHT OF WAY IS DISTURBED AND SOIL IS EXPOSED, OR PROPERTY LINE, UNLESS OTHERWISE RESIDENTIAL DESIGNE
DEL
E. DISPOSE OF ALL TRASH AND/OR DEBRIS THAT COULD ENTER STORM SYSTEM IN INSTALL PERIMETER SEDIMENT CONTROL TO PREVENT MATERIAL FROM NOTED. NEW 16085OMES ADDdonAdMONS n,HfREM .co
503 671 6085 don®dondHuf.co
A DUMPSTER OR TRASH CAN ENTERING ROADWAY C. SITE DIMENSIONS ARE APPROXIMATE,
F. CLEAN UP SPILLS PROMPTLY USING DRY CLEANUP METHODS L. MINIMIZE COMPACTION OF SURFACE INFILTRATION AREAS (I.E.;SWALES, RAIN BASED ON FIELD MEASUREMENTS. °PO•""°,...LENT>,°ESOnE°«C
G. DISPOSE OF CONCRETE WASHOUT IN APPROVED LOCATIONS TO REDUCE GARDENS). INSTALL PROTECTION FENCING WHEN FEASIBLE .-) 1 t U„f •� A , PRIOR
�•�"APPROVAL° ` M'"°` ^ "
POTENTIAL FOR DISCHARGE FROM CONSTRUCTION SITE Approved b Planning SITE PLAN
o co Date: f/2� /2z REVISION
CV
210 FT KEYNOTES
�, 26`" 48' 0' 20'-0" ( L Initials;als; .. "
204.5 IT I 11 155' 5" PROPERTY LINE 1 - i 212 FT 1. APPROX (N) BLDG OFFSET-FIELD VERIFY
F( 2. ALIGN FRONT FIN FACE OF (N) BLDG TO
° - 0 _0 �c -° �° .g. ° °- ° . -°- ° ) d' °- / . . ` • — • • \ NORTH SIDE OF (E) EXT WINDOW TRIM AT
�, T \ 5-0"5'SIDE SETBACK o�
zo
-- -1 - -(-� \ LOWER LEVEL
\ ii r I \ I W 3. VERIFY SPACE READ FOR FUTURE 2'-8" PERMIT SET
I o
1I / ci I 1 ,,,,,„TREE, \ = DOOR (MIN) w/TRIM TO (E) RESIDENCE
„ G / I ( (N) 24' D x 20'�I I \ • I 212 FT BETWEEN (E) WINDOW TRIM AND (E) WALL
1 \ Z z 4. LINE OF (E) EAVE ABOVE
/ I W POLE BLDGi+i UI J 5. LINE OF (E) 1ST FLR OVERHANG ABOVE-
b / I (\N) 35' D x 48' W WING m W
U. T ( \ APPROX 17" DEPTH Z
4 I // I BOLE BUILDINGI 3 09 1 "„ u1 > 6. (N) PORTABLE TOILET 0
204 FT •. I I C/ a oI \) IOI Q 7. (N) CONC WASHOUT P a
7 / I I UP\ 8. (N) GRAVEL CONSTRUCTION ENTRANCE 6 .r
OFFICE COPY \JI 1 / I 1 O oI / ,of 214 FT (/) w/WASHED ROCK r-
/ 1 I 2I 9. (N) NON-STRUCTURAL 26'-5"x 5'-0" Q
w I 1 (E) RESIDENCE gl oI P Z PLANTER/RAIN GARDEN, LOCATE 5'-0"
C_ z 24' 7I' (E) CONC \ - FROM PROPERTY LINES-SEE DWG 2, SHT oc LU Y
ty Of `it) 1 �I L PATIO I(E) C_ONC� WALK �L 0.2 FOR DETAIL AND NOTES 3
. QI� STAF/ILIZED SOIL / ii (n� y� Z y
,Approved P —
. Q / — 7 , rW
IN IA- 004:14� �'woW ��� _SITE LEGEND
--77 ' 7 ( '
_, ....1_ _ r �I� (N) / /WALLS
•
1---. • rI MATER(AL <KY
(E) l(E) BLDG I 216 FT — — PROPERTY LINE
POPV-IF/ 2 ■ � .ii --STORAGE of / 00 HVA Q. ABOVE_ I (E) CONC I /
206 FT-- / �(E)_ \- AREA rg. / TQ �iir (E)'DECK DRIVE / - - - - - SETBACK LINE REVISIONS I /
I TREE 1 r: 'i ABOVE o o FENCE LINE (E)
\ ( O 21" ) . eet $ ��� —_I J I // • v) NO. DESCRIPTION/DATE
DIA .I '-%fir'. I I W WATER LINE (E)
\ / O 0_ /
Approved plans -. I \ - J / -D-_O_--.— (N) TEMP CONST FENCE
shall be on job site. I -, O I(E) CONC\DRIVE_ _ _ _ —
_ - ° ° ° (N) PERIMETER SEDIMENT
/ I •216 FT CONTROL
r \� (E) SHEDI _ - -5_p,g�DE SETBAC ■ - _ GROUND SLOPE DIRECTION
/ _ _ /
208 FT- / I �- - \ \ \ /
• P TY LINE /
• ,' 6"PRO I \ \
_ - 155 u_
- -, " ,_ 74 SITE INFO DRAWN BY DRT
_ �_
210 FT / / I f— U._ PROJECT NO: 2102?
' 210 FT/ / 'Cl- N N ADDRESS 13035 SW WATKINS AVE DATE: 14 SEPTEMRER 1021
N TIGARD OR 97223
N PROPERTY ID R463885 O•
( 1SITE _PLAN w/ EROSION & SEDIMENT CONTROLS PROPOSED PN STATE ID 2S102BC03300
LOT SIZE 0.34 ACRES SITE PLAN -
CO.y SCALE: 1"=20'-0" ZONING R-4.5
PROPOSED
LOT AVG SLOPE <4%
` SEINWERTH ADDITION 1 /4[
13035 SW WATKINS AVE TIGARD OR 97223 mrX ►r 00 0
DON R T
RESIDENTIAL DE
ABBREVIATIONS SYMBOLS VICINITY MAP 8 INDEX OF DRAWINGS CODE SUMMARY 9--
m DIAMETER RI ExeaNG ON CENTER
0.1 SITE PLAN-PROPOSED(11X17 FORMAT) APPLICABLE CODES 2017 OREGON RESIDENTIAL SPECIALTY CODE(ORSC)
0.2 COVER&SITE PLAN-PROPOSED
AB ALT 1 EXTERIOR DPP G POURED
I �= BUILDINGBECaON wINDDw,AG � BUILDING SUMMARY
APPROX ANCHOR
MAAE F.O FACE OF FT vESSSRE TREATED
SE.
NO '.
BP BRACING POM ANEL WELL i
ArMr,� 1RER - :1:1_,,''f,.4:-/!:::,..,:i.
"w TOTALNEW ADD FOOTP,FF:
COL
VM lu sM swuRCON CONCRETE MTL STOR STORAGE DETAR NO. }$ ✓d PENNY No NEW M 0BD TO BEO RMINEO NV SNFEi NODDAR REFERENCE O 12rrtRIETA6 �," ,t IMPERVIOUS COVERAGE
DEMO 010015 REMOVE NTS NonOSCALE LFm r0001 1, J f� s y ;i (N)ADDITION 2112SF
NUMBER E - (E)BLD PATIO STOR 5531 SF
DOUGLAS
_ �{ T ■q,�[per G,DRIVE, ,u00 uN�oTNE.ewaEN0110 ,/0DIGNAnoN /£tT .F r y F l IGA D TOTAL 7643 SF(-51%SITE COV)
wio WRHouI 1 -0" ATON TAG ❑X WAIL ASSEMBLY TYPE TAG ' ,r � d ., tS-"� k ;
n WEATHER-RESISTANT BARRIER 4 °`/ 'I -` Approved by Planning BUILDING HEIGHT(MAX 3D) 18'2"(APPROX)
>'r 1 !p ,,, (MIDPOINT OF ROOF)
„ NORM ARRow - t -'\,y, .. Date: 7 DESIGN CRITERIA
• A_, r, d -Ent AIWA:K'y , `"- ,o. I /" /2,2_ SEISMIC DESIGN CATEGORY DI
e ,'`/ k YT-- WIND DESIGN SPEED EXPOSURE CLASSIFICATION B/120 MPH
h• SOIL LOAD BEARING VALUE 1500 PSF(PRESUMPTIVE)
� t y+ ] T
.' 11,1
• 7 9itia1i ,.a,�,•,,,k !___ ROOF SNOW LOAD 25 PSF
GROUND SNOW LOAD 36 PSF
r'.E"a - ••_- - - - - . ,, FOUNDATION FROST PROTECT. 121NCH FOOTING DEPTH(MIN)
t. C C C
R R M o
I F.
1 ' 26`a ', 4B'-�' 2a� ', _--_—___ SITE PLAN NOTES
1
` \
A. FIELD-VERIFY ALL INFORMATION PRIOR TO
204.I15 FT I 1 155'-5"PROPERTY LINE /-- '/ / / \ 1212 FT CONSTRUCTION.IF SITE CONDITIONS VARY
iv\ R 1 _ I N \ \ FROMCONTRACTDOCUMENTS.NOTIFY
_ - �_ / / DESIGNER IN WRITING IMMEDIATELY.
=`1 I m \ TBACK _ I_ -O."
ry I I o / \\ B. ALL DIMENSIONS ARE TRO FACE OF FRAMING,
I: • ---— -—-•--- FACE/EDGE OF CONCRETE,OR PROPERTY LINE,
S-0 \}
\ a \ 1 UNLESS OTHERWISE NOTED.
A \ 1 I r T 9 , ,, O I\ I C. SITE DIMENSIONS ARE APPROXIMATE,BASED ON
I Z II �,_ I , APPROX(FIELD VERIFY) \I (1E�,TREAE I \\ I I FIELD MEASUREMENTS. PERMIT
LID. CALCULATIONSI LINE OF(E) �� SITE LEGEND ABOVE fit" I \
iI \I I \ 1 ,212FT
TOTAL(N)IMPERVIOUS AREA=2,112 SF 1Y z / ) 1 q (N)2d'D x 20'W I I \ ' ` — — PROPERTY LINE
6%OF IMPERVIOUS AREA=132 SF c•Oi / I I r POLE BUILDING WING I, I \ ----- SETBACK LINE
NET PLANTER AREA=26'-5"x5'-0"=132 SF ZZ / I I /�_� I'\ -D D FENCE LINE(E)
PROPOSED PLANTINGS(1/2 GAL CONTAINER SIZE,SPACED q g I I (N)35'D 048'W LINE OF(E)1ST FLR I N —W— WATER LINE(EJ
I'-0"OC):EMERGENT GRASSES,TOTAL PLANTINGS=152 - OVERHANG ABOVE 1 / \ 'w\ W
I POLE BUILDING
152/132=1.15=115 PLANTINGS/100 SF / I �- I (APPROX 1 T'DEPTH) 1 ,-, UI \ Z\ - (NJ TEMP CONSTRUCTION FENCE
DOWNSPOUTS&PERIMETER DRAINS TO BE HARDLINED TO / I VERIFY SPACE REDD FOR i 1 aml \ I I'- \ w _ (N)PERIMETER SEDIMENT CONTROL
PIPES THAT DAYLIGHT AT PLANTER I
/ I FUTURE 7�"DOOR(MIN)w/ VO \ 0 \ ,w 1 Z
I _ �— GROUND SLOPE DIRECTION
I \ TRIM TO(EJ RESIDENCE O \ I I 'p I W
204 FT x / ) 41 BETWEEN(E)WINDOW TRIM 1
—HIGH DENSITY JJTE OR Za
FREEBOARD COCONUT MATTING \\ I / I 11 ALIGN FRONT FIN AND WALL 0 I , p) / to I
I 4 FACE OF(N)BLOGTO w I §I / \ Q SITE INFORMATION Z
0,£RFLCw r0 -3:T(n:v)MAXIMUM ROPE \ I / I NORTH SIDE OF(E)EXT -
RI m 214 FT O
CONVEYANCE.MA.TAM \ / I WINDOW TRIM AT ADDRESS 13035 SW WATKINS AVE
MAXIMUM LINEAR I I LOWER LEVEL II r I 2�6 Fi I to
TIGARD OR 97223
SEPARATOR FROM ALL I - \ I \ N. II I \ Z PROPERTY ID R463885 I�STORM INFLOW POWTS
r /- ' �t p/ I 1 'I (E)RESIDENCE I • - STATE ID 2S102BC03300
.� 24'-T'I I �_ \I \\ I CI
LOT SIZE 0.34 ACRES
N.
- (2 3 ` % (E)CONC PATIO \ r ZONING -45 I
e R .
c b � , p"7 1 -..:1-
1' 1 MN T UI I / I \� CONC T/VALK Q LOT AVG SLOPE 4%
II 9 MWOWNG MEDIUM r' NI �STAeBIZfosoe / ar =w I w w=ww w w w
ii
r,Y\, Z. t 1 1 :-I•-.. 4� ✓` oE }/i-,/a) I Pi; wl / /
\ (i �\ j CLEAN CRUSHED DRAM ROCK d , I I CONSTRUCTION SITE BMPs W
ju `� ▪ ,. '�-'a. \ :ems--a•DSP(1_1/2"-}I<•) I / / ( N
`!` ' ' ^t "E.-.--')--?: - /▪ � CLEAN CRUSHED DRAIN ROCK 'OI I
\S�/ ' ('C1 • • '� I _• ^I // // (E)LOW WALL 1' i I • BMPS BEST MANAGEMENT PRACTICES
\ OVERFLOW TO I / /
i•- /? ,. CONVEYANCE / (N)CONC (E) �rl / ) 1216 FT REQUIRED BASE MEASURES Z
NATIVE �\ (N)MATERIAL - WASHOUT / A. PERIMETER SEDIMENT CONTROL
L / \ �„ r HVAC (E)BLD ABOVE /
▪C; \,, (1Y / / �� STORAGE AREA / /Fj +'I / I • / B. CONTRUCTION SBE ENTRANCE H
SVBGRADE ) y rt , --NON-WOVEN CE'OTEXTIL=_ / / \ I - / •
[IJ EMU(FABRIC 206 FT-' // I_ \}_ . // CO,OO F Y / I (El CONC DRIVE I // C. STORM DRAIN INLET PROTECTION
r. / T(E)'DECK ABOVE - I / NON-STORMWATER POLLUTION CONTROL BMPs
/ / \ I I:1�`,. / '- / I I , // D. STORE ALL PAINTS,STAINS,SOLVENTS AND HAZARDOUS MATERIAL IN A
I . I / O(E)TREE i /(N)GRAVEL CONST / COVERED STORAGE AREA
21"DIA s r. Y IImam J 'I I // E. DISPOSE Of ALL TRASH AND/OR DEBRIS THAT COULD ENTER STORM
1. PUBIC HATER C -:_I ANC/OR O AAPTY `STEM 1 I ( ENTRANCE W/ t '0$, ��. T- I- I
/ WASHED ROCK I - SYSTEM IN A DUMPSTER OR TRASH CAN
2 PR,/)I O Ek1 IV xVVE(ANC-:SYS'EH. :YR I -Y CONVE YAN I DJ XIM,.'X \ , • I /
FOOL.N F N IS MINIM-V U. EL VUIP. -Ct OR COME.E o It \ / -_=• _ -A� I \ I / F. CLEAN UP SPILLS PROMPTLY USING DRY CLEANUP METHODS
M
3 IT I SIN r NA TI•E S a N'll iRAT N ,SIZING THERAT s A UFTEWL Nf S"ASO, \ \ / 1 -i - - t I \ I / • G. DISPOSE OF CONCRETE WASHOUT IN APPROVED LOCATIONS TO
A.,af D EL ITJC METHODS. N /__ __-I_T '�,. it ,, \ __I / REDUCE POTENTIAL FOR DISCHARGE FROM CONSTRUCTION SITE
F O•J S S S IOUL 3 DES' P :O 7 D S.N S UITCA-T't'I IAF 3'.I. 1LCw / --7
FI,SIPATORS FA I BF V R.:. P ,U OF RISER OR yRAV PER O S:J OW OF.OEI-Y A' --S ems.-.�. (E)CONC DRIVE -. -- //
r n NY cr Hr A.!I Y , III •'Ra: .A \ _---- ADDITIONAL CONSTRUCTION SITE BMPs
5 tLn IULI.i RL _II LL IT V -., L NSII V IL Si CCN I MA I I SO OAR tb'MM'M_V o- / f:`,• (NJ PORTABLfi _ ---_ 216 FT H. SWEEP STREET AND/OR HARD SURFACES DAILY AND PROPERLY DISPOSE
CROW MEAL M OR .SE' T RR?Aria/METHOD AS A'ROVE a 'TJF:IS'R I �__ TOILET OF ERIALS
G-A I R:. SE \AAft-ASL7 7NF.BASH S PWIR A F\'I ' - 2n P / I ( REMOVE
E1ETMPOR
A kRO'v- - / IIII I _� / _- 5-0"SIDE SETBACK \
I L vm I MCAB L L(.JNI2 WENS. \ (E)SHED - -._ -_ I --- 1 I. NEMOVE TEMPORARY CONTROL MEASURES WHEN NO LONGER
,'-U'1 S C BE. F OT:=R AREAS BASIN -.^fCM_ S P.ANT I ST Cr-NIT H N:801K / I 1 r - I -
/ \ \ NEEDED.
AS APPROVED 0"fx,ITt.... V\ / I ( ___--- _ 1. INSTALL GUTTERS&DOWNSPOUTS AS EARLY AS POSSIBLE.CAPTURE REVISIOF
208 FT \i I •
--_-_ - // - \ / \ \ ___--- T RUNOFF TO PREVENT ADDITIONAL ONSITE EROSION E.G.SWALE RAIN b.....a.,...
INE
-- _ 155-6"PROPERTY(/ \ \ GARDEN,FRENCH DRAIN
___r • / K. IF EXISTING VEGETATION IN RIGHT OF WAY IS DISTURBED AND SOIL IS
NON-STRUCTURAL LID A � w EXPOSED,INSTALL PERIMETER SEDIMENT CONTROL TO PREVENT
PLANTER/RAIN GARDEN I C":,
MATERIAL FROM ENTERING ROADWAY
HANDBOOK CleanWateT\`Service$ 210 FT - N L. MINIMIZE COMPACTION OF SURFACE INFILTRATION AREAS(LE.:
I _ SWALES,RAIN GARDENS).INSTALL PROTECTION FENCING WHEN
DRAWING NO. 797 E2 SEE ,. _ - w
\ 210 FT FEASIBLE a.�,
mo onto..
2 PLANTER/RAIN GARDEN DETAIL
O.2 SITE PLAN w/ EROSION & SEDIMENT CONTROLS - PROPOSED /� O•R
COVER
0.2 SCALE:NTS SCALE:1"=10'-0•„ SITE PEA/
PROPOS'