9275 SW LOCUST STREET W IF
f.
W
REVISKM BY
ti
T.L. 40OO :rYD OIr1RMr LOG. /30/9
_ _� I.L.��_4 �--_ - ---- - ' \l '. '� . '� = I �, ° „• m aA �rw■ u
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T.L. 4� 00 WWW
TAYC"
Water Supply: z
I !.irettular backfill is to be wmpuc led to 95% maximum dry density per �N �- •�1,0 s K r
6
AAS11,10 '1. 99 test method. Backfill shall be 3/4"-0" crushed rock. I LJ I I
nock is to tx used floe pipe zone as well as trench backfill. C' 7 r ►J z
Crushed P PARCEL 3 T.L. 520` o-
2 Water service lateral taps and lines will be installed by •I'ualatin Valley
Water Disirici. (.'ontractor shall provide service lateral trenches and ,���) S ( ,
...o -
Coordinate service lateral installation with Water DislriA. PrpSIcF� -
1 Meters and meter boxes will be furnished and installed by the Tualatin 1" WATER SERVICE - - .`
Vali' Water I)istrict. Z \ r
Y I � I � .� �tt�wit � I� I QI z
4 Inspection of the water Improvements will he-made by Water District 4" SERVICE -- -- --- - - n m 1 I e
perw, nne)or others designated by the I)Istncl. L=10' �� s1
d I PONE I� I r
S All material+, installation, tests and chlorination lu he in strict accordance S-0.020 MIN I
%vith the standards and codes of fualatln Valley Water District and l)te I I --VERTICAL CONTROL FROM WASHINGTON COUNT'S Iwascx =----r--'-
!)re on ~late Ileulth Division Administrative Ru'rs, l'hupter 333. ___.-- -.-_ BENCH MARK N0. 105, BEIM- THE TOP OF NORTHWEST ,q;IpK a I _ - ~' FI -
K "T`- BOLT OF SIGNAL BASE AT THE SOUTHEAST CORNER OF >1�i / I Qc s m � o f ,, Y7T
1` IE 204.82 i � I ( OF GREENBURG ROAD AND �+',LL BOULEVARD. �� a I .�•+; � '_^ o`.I mt
a" PVF-- I \� I ELEVATION = 240,75, ~ASI Il STON COUNTY DATUM.
- I 1
�.. Q
L-100.0' o
Sanitary Sewer Notes: S=0.030 I T PROPOSED PAVING I
•' 'V(' sewer pipe a►nlbrnr to ASTM U-:i9tt1•SUht 35. Minimum I 1 ��--- `t �� 5/8" IRON ROD NTH YEL-OW CAP (CENTERLINE) AT 1 =.� °? uw 1 ,�►�� % � ,f„r„ ,- �'
Pipe shall be p I ( S,E. CORNER OF TRACT "A" AND 'ROJECT, ELEVATION 209.67
stifThess shall be 4n psi and Ioint type shall he elastomeric gasket confc►nning I TBl!A-t2 5/8" IRON ROD NTH YEL.OW CAP (CENTERLINE) AT
to AS1M 1)-3212. f I s ( I N.W. CORNER PARCEL 2/S.W. CORt,ER PACEL 3, ELEVATION 211.52 V�N ! TY MAP
2 Cleanout pipe, fittings and joints %hall toe the same specifications as for pipe. PARCEL 2
Castings are as shown on detail and shall conform lu AST'M A48 ((;rade 30). MI ~
EXISTING __. ( I I GRAPHIC SCALE Nates:
1 (;ranular backfill shed; tx compacted to 95% maximum dry density per BUILDINI;
AA`,;I I l ) 199 lest mrthrxl and n�divr materia) shall be compacta! to 85'/e of ♦ I I 1 1 25' ACCESS k I I I m a 10 p p so I. All work Shall cunfurnt to City of '1;gold, (►IeKun, Standard-, nn(i
UTILITY EASEMENT
1n place dry density of su:n.unding!x►il. 1" WATER SERVICE I I Specifications. Nate the attached Drawings and Ictal s. tom,
4 I'VC serricc lat.:rals shall he 4" pipe confc►rnling to the same specifications as I l ( � 2. Notify City Inspector Leiha Thomas(#639-4171) 24 hours beture starting any
V J work. Q
the sewer :rains, Service laterals shall he installed to a point beyond the line 4" SERVICE I ( l h F'p'E't
L=30' � I
of the sewer or utility >;u.5cmrnt us shown on the plan. I•he srrvi-.e labral shall =O.0 MIN �- 1 I t tueh � 20 ft 3. /'(cress-to and egress-from parcels of land adin�:ant to the work area shall be
he plugged with a 4" rubber ring plug and the location of the lateral end shall � � --� ---_ ---- __- maintained al all times. Pedestrian safely shall he provided for by the
toe marked with a 2" x 4" stake, extending at least V atxwe ground. Stake to . ' I " I I I contractor at all times.
I►r painted white with the depth to I.F. painted in black enamel paint. � •t`° � � I I 4. RemovaUreplacement work and damage repair work shall he promptly •�
s All mulerials, installation, tests, and insfKctions to hr etude u+ str:cl � Q��'G x. �,� ` ,t NORTH FIGHT OF WA'( initiated and completed to the City's satisfaction. No work shall he considered
accordance with City of•I�igard specifications ROwIuNE �. complete until it is accepted by IIIc City. Thr City t•eserves the right to cause
{ 1 ,
n t'ortstrttctic►n shall be in accordance with('its of Tigard and Unified Sewerage I � -� _- - -J _-_---_- testing and certification of work or rcpuirs to be performed, Stu the C;Iy's '
.30.0' R.O W WIDT? - --� satisfaction, at permittee's expense.
Agency requirements.
r•„�,.•,.,r„«., +"IM eme '^ RIM 09.98 �; I (� 1 6.0' SIDEWALK2.0.0 S. 1:rosion control shall he provided for by the contractor.
VARIE �T 6. ORS 7S7.S41-S71 applies (pre-notification ti►r location of undC'rgn►t:nd
IE 201.81 RIM 209.9; SLOPES NOT TO ��P��-_5 s-�, facilities etc.
'E 201.82 I EXCEED 5. 1 MAX. _ - )
- _-- _-_ 4.• PVC EXISTING GROUND-If - 7. It is the sole rcspon%ihilily of the permit holder to provide for proper right-o1=
4" PVC - I t " 100 0' MONOLITHIC CURB.- SAW )T EXISTING PAVEMENT entry (and/or eascnlcnts)prior to starting work. I'nx►f rf right of-entry(and/or
-E- S=0.030
AND GUTTER 2.0" CLASS "C" A.0 OVE ALON :'ENIERLINE AND properly executed easement%) shall be provided to the City. the Cily shall in
(� 50.030 ! I I 2.0" CLASS "B" A C. OVER MATCR EXISTING PAVEMENT
T.L. �� "� -1" WATER SERVICES ( 3" (3/4"-0") CRUSHED ROCK no way tic construed so be liable for the permit holder's failure to obtain or
Bull N6 12" (2--.0-) CRUSHED HOCK EXISTING PAVEMENT provide for proof of right-of-entry(or easements).
N(?TE E ! ,' TO BE RAN IN T.L. 5201 I i� 8. All easement deemed necessary by the ('iry, 1(r facilitate operutlon,
R ;� D I . I COMMON TRENCH IY�1ycBL_,,l��CZION S,W, LOCUST STREET od
THERE IS NO RECORD OF � � I I I ( STA 10+03.34 (0 10+57,26 maintenance and access to new public fseilities or to enable public usage of
EXISTING SANITARY SERVICE. PARCEL
l `. N t sidewalks, etc., shall be properly prepared, executed and provided to the City
IF LOCATED CO C�.GI 11) -_\ WATER SERVICE-\ I I ��-EXISTING WATER METER
FOR POSSIBLE USE OF EXISTIIIt; IF POSSIBLE ROTATE 4" SERVICE 1 ,�.•- l prior to C'Uy release of any work assurance funds and prior to City closure of
E ( TC BE RELOCATED & NEW ' , the project permit. L•-
SERVICE FOR NEW LOT. MH TOP TO MOVE OD DOUBLE SERVICE INSTALLED Y g
1 L•ty' 3 p•. .-_ 9. A sewer connection perm;! is required to he obtained front the City's Building
^^11
OUT OF GUTTER S=O 020 MIN 1 .40• - END CURB AND SIDEWALK Division prior to connection to the City's sewer system. -•4-J W
-� AT EAST PROPERTY LINT GR VES. I 10. Utility relocations, modifications or repairs, which may lie necessary. shall be 0
110.TRANSITION FROM EXISTING 5' -- I CL STA 10+87.26 R AD
�' do
SIDEWALK TO 6' SIDEWALK BY �� I INSTALL TWO(2) 6" x 12'.k VE ?T,` t I performed in a timely manner at the prrrnittcc's expense
UTILITY EASE ( ) i
CL STA 5+07 40 CL STA 10-►'08.34, (FIRST 5') n TYPE II OBJECT MARKERS ON
225.7' FROM E_xl.>TIrvG MANHOLE _�• l I I. A hard surface patch is required to he placed, at the end (►f 4ut;lt day's work, ++n ,!1 r �
---- J c STEEL POST O END OF �yAI_K POSSIBLE FUTURE PUBLIC _ _ all trenches in public roadway. V
POWER POLE i' _._. �1 1 T PJ,TU F.X1.,T(NG�. �. _. �1 X .� . .
EDGE OF PAVEMENT STORM SE ALIGNMENT ..... .� 12. P, demolition permit is required to toe obtained !rom the City Building
_._. -.' -----.- �.... �. �. .,_. .. ..._ � . .._ �* ' EXISTING DITCH
EXISTING DITCH I)cpartment. -{-J
1 RET Ft OM END 0f CUP.t3 TO EXISTING DITCH r�
. ' SIDEWALK 13Rrs --+ CL' STA t1+ 9t _ _ _ _ -� - NAVEL M- - - I
..- I + mli w 101{ 1119
..._ - - un(mar p eon . ,
sa-r_er .�- •may DPI ► R
rsr"�--- -- -- -------- �... EX. 5TtaRM-----------_-----------------'-•-•----- -- ---- - ------ --- , - - - - .�_ 1 __,..- -- - - - - --- .-._•---
CATCH BASIN MATCH EXISTING CURB h SIDEWALK 9" CONC. IE 207,09 8 CONC• IC 207.32
RIM EL 208.1 60' Il { '-- - �._ CON 207.28 Streets:
)MYIISTTRG- 8 STORM TO BE PI.I,GGED ANO --
IE 204.5 R.O.W WIDTH L_._ a C U S"' T Ua STREET _„-Z�0' �. 13+00
ABANDONED AT TIME OF STREET IMPROVEMENTS I. New street sections are to he clraR, . of all surface. vegetation and other �✓
s+�o 2 10+00 11+00 FROM URRENI PROJECT FRONTAGE-IJ-9 N 74 8- ;,M,t sp - S miscellaneous structures For materials. (;ruh improvement atens to remove all
H' ;AN �--- -,r- -- S ---- -} e" SAi�1 MD" gA^ t2+00 x buried vegetative matter and dchris to ro depth of 8" below suhgrudc. v /
- - 4 SERVICE TAP �- , W
40' r -TAP EXISTING 8 C.I. LINE Properly dispose of all waste n►utcnul.
Cl. .STA. 10+2D' \ S �"-' -- RI STA 13�+64.39
PAVEMENT WIDTH CL �T� 10+83 TO 10+86 _ RIM 210.9_. 2 fine grading operations, proof roll of suhgrade areas
-----'---------__ _..______ ------------•----'- -- EX ;TORN-••- -r-_•- ---__.A'_IL_1`3fl,3f2_-- (�) LINES TO ,ROS' STRE I ��. -_ 8" C.I. �-- - _� A $" IE IN 200.10 E) g
ra
CROSS FF -", -- Immediately following 1
_- -B G.I. - 210or perform compaction testing by an Independent testing lab. C'ompuclion
-_......" a• C.I. -------_ - -- 4 7 - 8" C i TFr CD1uT -TR1"A I-- - - -- -- �- - fORM ----+�►--------WATE�C-�------VALV --Ex. STORM-y-• �k___- -- _ --Ex. STORM 6" IE OUT 199.95 (W) o p 99 in roadway.
----- °----- I he 95/o of T- w Iimbankntents or fills u e Io he constnt d
,• ------- =� "_'^EX. ST----- t'�'------T.-._-�-...,• . .,�•c -_.... __�;.--'rs:�-= ___3��.r-.. � - { ."=!'i'�- _.�^-..mss. ,` I -(\
-•- - - J ,hal
.
u . � � _ 1- � �J � i� in 6" maximum lifts, with each lift being compacted l0 90"' of'1'-180 per
• OEwAI�c u�N CFS EW Ll6► A I t f
r . ' _ _ ____ 1 �,."__..! U.B,C. Chapter 33 prior to proceeding with the next lift. Arcus to receive fill
_ _ �j -- -�- L�t�� •'-- are to be inspected by City of Tigard prior to placement of the till. So(l or
LEPHC ALAN -- - E3i. SAN. 11M
spongy areas are to he excavated and recompacted either with native or select
4" SERVICE TAP 4" SERVICE TAP I gY w
a NUTtr PEDEST ,�' MAII.BOX/ CL 5TA 1tJ+54.52 CL STA 10+64.25 CL STA 10+67.25 l2) 'I . cPHONE �� material.
ADD ADDITIONAL SIDEWALK RIM '►09.80 " c MAIJHJLES < rr,
TO MAINTAIN 5' it CLEAR CL STI, 10+26.4 8 IE 198 64 8" Ic 198.65 } Aggregate base rock shall he crushed rock as per American Public Works 4 0
SIDEWALK ARC?L1NCi MAILBOX PER DETAI(_ 8- IE IN 198.60 E 1 I NCd,LN
' Association S ifications. A re ate hose is to be compacted in 6" 1 �O 4" tE 198.8. 4" IE 198.82 8 IE OUT 198.40 ;W) , . KK yREGRADEBANK AS NECASSARYrnaximurn lifts to 95%of maximum dry density pct AASI I I UI'991est. Cit--_______ � 116 ROCKERY OR LANDSCAPE WALL. W ------ --- .__...- i ------_------- of'rigard is to insp�t compacted aggregate section prior to paving. �
MAY BE ROUIRED FOR REGRADING I U I I z he
a ►-- W Q ►- w a o 4. I'he first lift of a1'ne second hill shall the 22 of('Iasi Iasi Yr;u shalt concrete paW Ar
i per
7 ao +
-, z w -? 2 p I U SpCCIflCallons.
r� I oIJ 1~- a z z A.P.W.A. ;t;_.ifications. Asphalt compaction shall he 92%(if Rice, '
�3 ! :- -� W N ;n N °' ^+ ;rr-4 S. Inspection of subgrade, hascrock, and A.C. will be mode by Project I:ngitteer
__. . .... R�*•- E W I $� __ ____.-_�__. N M N o p -.-- -- -_ _..__ and City of Tigard. Notify City Inspector (Letha Ihon►us, 0619-4171) and
tbli�d............... L6 to
`/vim . ,,.,.,.I F l m 3 0 N a,nr r" + -
N g doscobo d t 1 I In 41nct uccordan r with
�ord1l+on�1YW a �i R,, z I 0 F ��ry W > a Go w + Project Engineer 24 hours before start of woe
I �, ` i , o V) a a J o J # N # r,. All materials,installation,tests an insp>•c ions o oc ' �'
lhil Y.R
iut A�,ly Nd,4,r�l' r ; ^ x ca w 1~ d City of Tigard specifications.
PEaN+11 . f(oow1 ' . • r (n w > 3 ►- N c pc pe W
rx 1 a �r 0}a,, w < f- c z `n --.- - ---- z - -- _- 7. A public improvement construction unit and permit bund is required from
. ..�. _. �,�11L.._.. p►... _ - ____ _ v �► �� -- r+ d a' K r , J 212 City of Tigard. W N
'l1'. l Z I- W 0 W I J C�
U ' Lti ' < v J z FU T1JF�E POSSIE3LE TOC t® 0.57.- v v 8. Sawcut straight matchlines to create n butt faint between the existing •'r
Jab A ril/ - a ►- W 0 � n 00 W • 1 fig
Sy' j 1n o , _- - avement and new prtvernent.
/ .r.._... p
--PROPOD FG TOC
i �--- -
9. Notify utilities per(►RS 757.541-571.
�G
provided-
ntrol rnu,
r` he-submitted to the Citt ty for reviewonnd appy►t all rel hefi,rc arty workfic ►'nay begin W l pion must �r
......... ..
w 1 rM ..r o, 0
a-- �-- ��_ r`
rL"'! •."' 'L^'C,� EIA 0 C1.. I I
_ 2 .1 ADJUSTED) ; -EG. A CUR LINE LEFT t�
..
_ � ---.EG o TOC RIGH
jF f,.►SSjPeL it�YA�E I } ----•-- ----„___.___ ------- ------- -------.__..__..---------' - �
tS '106.83 (E) -i I F` 8" CONC. �` !
TOP TO MO%iE LID 8" IE 206.12 (NE) NF* F' -t- „H� - 1 IT H _ ' It
r. r 1 L 105.7• S-.0.0025 QT TAl�!I.�)F_ X _�_--- -- -• _ _ Main I1 1�
C`'i)T OF GUTTER 12 IE OUT 205.78 (W) '� � EX. 8-ICONC_ _. --------------- ------- -� L=�6.Ur5-OTJ01� I
WEST O EX!-,1ING MIM; f ------------------ :------ ----------- ���
Ct. STA 8+0" n _-_- -___�_-».-._..- ------•-------�-- � EXISTING $�' STORM tf0 BE IJGGED AND 0 PRp,��, DATE FEB. 1991
---------
_..__..___.. . ,,.._..._ ._ SOe - - 0 � IMPROVEMENTS -----_-_ _ ._.-_--______ --- __-- -
ABAN1; N A'" TIME l7� fiA �,�E, G I Nf Ss�
E
C - �it=M CU21RN f
I EXISTING _•___ .,...-_ -------•--•---- -- I# N �,E §2Nt) AVE. 1 � cy X2.82 �� �..,"-,�
SJW* LOC�%UST F R E E TT
H0pir: 1"'020 {{ ; I .n -ORE 9� '►� 96-tOt',
I
._..:._.,..._.�._._...^.... .._....-._,..__.-..,....._,..__._.......,._.__.. _....,..tom __�..-- -- "``"�
r, SHUT
9+{Jif 1040(3 �11+00 12+00 t J,
13+00
SIl'9R-(kNX)9
0273 SW L(x•I 'S! I I t 11 2
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- -=brie.rug►Bi4w�r�,�.:.i.�� .�v. __.,..re;::.u.:,•.__,,.'.•{.:a;;nn.�.x:.,..:n�._ _-�_.y,-._....�,:.:::ia:.emc s,_„•„-m:.,r.:.m,. L�G1ARd. "'t�P `GJA.�r.,c.r.61�.:.s.:.._ .,.,xC,..�.....u....,_,.:a.sa.►'.o1:,':.,w.....a:.,•._..: .W.:.r.:..._...,W. _..:....ti ...t.c;:., ..,.:,a„�:a1�'-�,xi�v,..i,:.a..,..BLr��,irW..i..:.,:.,'u
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�H :[r•rri�� nr�reer
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"., et �s[a si•o,r ,tel. _S -----.-•--
-- R"SMS BY
I PROP.CNR r L�400O PROP.CNR -1[ • . 4001 _ , �j }{
r �,I, ,. .Mr Argy e, + O e•f '° 7 S 7 ( %tlnaS Ot•r M.K1 in
ro1r5�•.G U/ D[ral0,'rLa, „J ap L,V a.y11X OR AMA. OU •/M
212.52 211.83 o ; Y o Y�o , >,g
syy
0 f 1 f ! LLJ •3 1 �
C EOa 11.59 1 --•--
�I-
PARCEL 3
TOY 11 50 T. L. 5202 CATCH BARN AREA DRA I N � �'�
F.F. ELEV. 212.00L. 4100
�` ���' "1, ,4 �_.,,, �,, •- .,
•t
1 5G I ( -
s
a' DRAIN ---�- F, �"_ A J' '71`` � '• ,
` 210.
S ' FLOV
O 02D 19.1 __ _ I ,,'J .. • .. J ��\ �/\ I
�•.�' r
f
i • IE 09.62 --- \ E VER +ICAC CONTROL FROM WASHINGTON COUNTY M :.» • w� • :-•. ws r•. t, �� ,.• �. `�
BENCH MARK NO. 105, BEING THE TOP OF NORTHWEST
PROP (_NR _ g PROP CNR BOLT OF SIGNAL BASE AT THE SOUTHEAST CORNER OF '�T ."� � � 140404 of '"" :K '
211 52 ~� �- 1G 9 211 00 OF GREENBURG ROAD AND HALL BOULEVARD. PI-Ars of
i •�' '" uric u. •: a:. •t: f- ''ICs
- _ - ' > :t: C')
�- CO A3 I ELEVATION - 240.'5, WASHINGTON COUNTY DATUM. ( � � � �
cL STA I+80.0 %<,. W - )- � .�'
211- RIM ,210.72 + 5 $" IRON ROD WiTH YE � !� � Z 'z? � .r- " ,c.- ..c �,..c4 rr- at ` I
-I 14 1 / YELLOW CAP (CENTERUNE) AT
I S.E ORNER OF TRACT "A" AND PROJECT, ELEVATION 209.67 r�o� tY „ • ~' �.,.�
00
,.rev M•". • , ,
4 IE 209 ''2 I 3'� 5/8" IF:ON ROC` WITH YELLOW CAP (CENTERLINE) AT
I p
N.W. :ORNER PARCEL 2/S.W. CORNER PACEL 3, ELEVATION 211.52
d�u.fJlNt� I I I PROPOSED PAVING GRAPHIC SCALE
TO BE ,
PARCEL. 2 REMOVE( _ I .G f m ,D SECT for, A-►>
Q
F.F. ELEV. 211.16 I DITCH I PILE T LTJ
4" DRAIN I - 25' ACCESS k ( IN P'�T ) _ _ +' - .o I
L=13' I UTILITY EASEMENT - --� --`
1 Inch 20 !t BtoFl Iter Begs I Sediment Fence
S=0.020 I TECHNICAL GUIDANCE HANOBOON Temporary ECHNICAL GUIDANCE HANDBOOK GL'iOANC= �Ar,CBCCk
IE 208.46 FOP I f-CL STA 1+29.0 l;rading rand Paving
_ _- -------- U•r�ll rlrulnq 7'70 0•trll erre nq 7 ^^,
0. 6''x4- TEE I The driveway is it) be stripped ol'the organic layer prior to placing base rock or till - - --- --
6" IE 208.09
_ material. In fill areas under the parking sett driveway arras, native t►r imported Seeding/Mulching:
i EOP ('eneral:
�EOP L 210 b5 E 4" IE 208.17 material is to be compacted in 6" maximum fills a to sub rade elevation. I All ureas disturbed dt. , , construction to he graded to drain and compacted •
; g i11 p 6 t. g f I. Approval of this erosion control (liSCl plan does not constitute an approval -J
1sO EOP P� 0.31 2. floe. structural section of the driveway shall M 3" ol'C'lass 'C' A.C'. over 2" of %"-0" to a minimum of 90° h AASIIT0 T-99 immediately a(ler installation of of
110.55 P IF 6" PVC permanent road or drainage design (e.g. size and location of rondo, pipes.
46 CEO EOP� crushed rack over 7" of 1 Va" - 0" crushed no k as a-minimum. Pr[►uf roll subgrade utilities or grading.
E0P 10.34 L='100..0' restricturs,channels, retention facilities, utilities,etc.).
EOP 10, S7 2tOf� 210.36 S=0.020 prior to placing of rock with a loaded ll) yard ruck truck. If soft areas are observed, IRecUmnit-nded Seed h1 'tune: 80% );LICA Dwarf I'eretuttal Ryegraw and 2. The implementation of these FSC plans and the construction, rnarntenancr,
"10.6 o`Oo 209.96 excavate areas and re-compact with either clean native material or crushed rock. 11' 20%Creeping iced Pest by weight. Application Rate shall be 100 pounds replacement, and upgrading of these CSC facilities is the responsibility of
T. L. x'101
.0 ` a, ROP CNP, large sections of the driveway are soil, contact the Engineer for possibly increasing ntittinmutr per acre.
the applicant/contractor until all canstnrction is completed and approved. and
O.G3 3. Fertilizer shall be 12-Ib with W/1 of the nitrogen deriveJ from URl�A vegetation of landscaping is established. (�l
� ( \ �' ROP3 (lie base rock or asphalt thickness. f,
EO 10.60 21 + T. L. 52 01 3, Stripping from driveway area and other excavated materials shall he removed from FORMALD �i IYl)E,and [,plied at a rate of 400 pounds per acre. 3, 'rhe FSC facilities on this plan must be constructed in coniunction with all
the site. 4. Seed and mulch ret a rate c 2000 lbs/Ac with heavy bending agent or netting clearing and grading activities, and in such a manner as to ensure that
PROP.CNR _ and wtchors. Mulch shall • a waxd cellulose liber or other material suitable ,• •
209.5.3 RIM 209.40 r»,"r".,►n.,,„",• �� a v,
for h dromulchin sediment laden water ,oes not enter the drainage System or violate
r--- ,E IE 207.40 y f3 applicable water standards.
INLET PROTECTION 5. •Tenelxarary or I ermanent I droseeding or acceptable seeding and mulching 4. The ESC facilities shown on this plan are the minimum requirements tsar � �--
t Private.`storm Drain: ► ,
CL STA 0+80.0 1. Sturm [train pili. shall he PVC' cmilonning to ASTM D-3034, or approved must he provided whenevr ,crennial COW!" cannot br established on sites �-- I
RIM 209 50 9.5,,-8" PVC p I anticipated site conditions. During the construction period, these li1(' �}
,, c2 �, equal. Within 5 fret of a building, drain pipe shall be ABS piping or other which will be cx ,sed for laNs or more.
SEDIMENT FENCE 8" IE 07.06 ! E I TNC. / L=52.0'
6" IE 207.14 Bir 1u S=0.010 tyle of piping cold, rating to the l Ittifiarn Plumbing Cade. facilities shall he upgraded as needed liar unexpected storm events and to
PARCEL 1 t 25' ACCESS �c ensure that sediment fallen water does not (rave the site.
2. Backfill (i►r the drainage pipe shall [;unfi►rnt tit l"lass A' in unpaved urtas• Frosian ('ontrol:
F.F. ELEV. 210.60 ) L., UTILITY EASEMENT and Class'I;' in Waved areas,as noted on floc detail sheet of these pians. Summa 5. "1'he CSC facilities shall be inspected daily by the applicantic antroctor and
Summary: maintained as necessary to ensure their continued functioning.
CL STA 0+46.0 3. C'atchbasins may he prefabricated catchbasins or potted in place All I, 'Ilse intent of the requirement t„ prevent siltation from reaching storm a
4" DRAIN 1�- I I r, r 6, flee ESC facilities on inactive sites shall he inspected and maintained a
FILL LOW CORNER L=16' m 8,,x4"" TEE catchhasins are to have trap and siphon type outlets. drains stems and drains a way
FI ALLOW SURFACE L-16' 0 cq r� 8 IE 206.72 ���»�r�,l„M '�r� a i""' ?. The minimum measures rgircd to In made on all pnajecis• minimum of once a month, or within 24 hours following a storm event.
19 t 4" IE 206.89 a) A ravel ad, at least SO fort lung, is required where vehicles will leave 7. At no time shall more than one foot of sediment be allowed to accumulate O
WATER TO ESCAPE l E 201 -21 CL STA 0+30 TO 0+5 i' p trapped y
3.,,._ TAPER 2' TC EAST TOSS T//�fA TED FAR THWORK GUANI T/ES within u tea d catch basin. All catch basin and conveyance once lines shall he
210 1 a' ALIGN EAST EDGE F RI (ESTIMATED EARTHWORK QUANTITIES the constnrchar site. �-�
_ ••I 0 D � h) A sediment harrier is to he con`Iructed of straw bales or a sediment lt•nce cleaned prior to having. flte cleaning operation shall not flush sediment n
PROP.CNR 3.0' FROM PROPERTY LINE. QUANTITIES FROM EG TO SUBGRADE) where noted in the details or cel t•re sediment will cross outside the work laden water into the downstream system. ��/ !
2086 '! N _ ROP.CNR STRIPPINGS 140 CU YUS 8. Stabilized constnrction entrances shall be installed at the beginning of
9'.6?" . . ----.- . . -.".""" area.
!�I!!���• 2 ` EXCAVAT)ON 80 CU YD- construction and maintained for the duration of Ih1t project. Additional
s►ONCRE►'EE ^-� - _ S c 1 Where excavated material is I,lcctl on hard surfaces (such as streets) measures may be required to ensure that all paved areas are kept clean for the
*OZ4RNCRE Vlillou W 09.39 BOW 759 54 /EOP STRUCTURAL FILL 10 CU YDS material must be hroonied or stranrd clean as soon as possible.
EX 12" STORaA YJ - NET VOLUME 210 CU YDS CUT d) Riprap exits from all culverts anYl storm drain pipes draining into the duration of the project.
- X 8" STORIA----- - n1
8" PVC STRIPPINGS AND EXCESS CUT ditches or swaies, Riprrp is to he Plass SO riprap or larger or as noted Sediment Fence: W
TO BE REMOVED FROM SITE elsewhere in the plans. 1. The filter fabric shall be purchased in a continuous roll cut to the length of L •
RIM 209 1, ADJUSTED) L-42.40' - CL ST 0+3. a Reseed or cover disturbed arras as soon as is possibleand practical but no
8" IE IN 06.83 (E) SS0.010 I I RIM 209.74 f {� p the barrier to avoid use of joints. When joints are necessary, filter cloth shall -�--r
M ^� IO+AU B"E !N 06^12 rttt�NE NEW _ 1 _ O_ � , ti+OOIE 206 54 - later than The completion of cumtniction on thc, other phases of work he spliced together only at a support post, with a minimum 6 inch overlap.
205.78 ( "+ Erosion control measures such as h,i bales and sill fences must remain in
' r� 10 and IN1IIr l`I1dS securely IJ3tl`r1Cd (el the pl►Sl L-
o .( PROPOSED 5' CONTOURS place until seeded areas show gro\�th ,uhsiantinl to prevent erosion The filter fabric fence shall be installed to follow Ihr contours, where LIJ
STORM - --- LOCUS TREET
-- 11 PROPOSED 1' CONTOURS `
_ _- _____ r, 5• feasible. Then fence posts shall le spaced a maximum oh six feet apart and Q�
._
211_- __ _ - _ 5' EXISTING GROUND CONTOURS i driven securely into the ground a minimum of 18 inches. -�
_- GRAVEL CONSTRUCTION ENTR a old
�.,�,rree.•y - STORM 1' EXISTING GROUND CONTOURS ' J z. A trench shall be excavated, roughly 6 inches wide by 6 inches deep.
a • . • -. ._- --- -. � •arr��• SEDIMENT FENCE c>: '`
upslupe and adjacent to the wucxl toast to allow the filter fabric to he buried.
' • • I -'' « i r�Hr tuAr�t+tall �' . • C1Lif�GI;E TE r 1 '�' Bury the )cotton of the fabric 6" vetiiadly below finished grade. All areas of . ._
---�.._._._..J pRIVGV�AY s L� 810FILTER BAG INLET PROTECTION
w , �� --." 27G �i cr filter fabric trench shall be compacted. �-
MAILBGx ' • • ' "'�' ' ' • ' • • �" ' • �"� ' ' -- GRAVEL CONSTRUCTION ENTRANCE - a
• � S1"REET LIGHT
PSOPOSED FILL AREA (0.8'1) � � r 4, floc lister fabric shall be installed with stitched loops over fence pasts. "I ht•
-.3" OF CLA.,S 'C' ASPHALT fence post shall be constructed of 2" x 2" fir, pine, or steel. •llae fence post
\OVER 2" OF 3/4"-0" CRUSHED ROCK must be a minimum of 48" long. The filter fabric shall nut l,c stapled or
OVER y" OF 1 1/2"-0" CRUSHED ROCK attached to existing trees.
--OVER COMPACTED EARTH BASE
7114 _ D0QA�,...Q&ff.NAY SEC710H 5. tudrrasc,hal not hcfittel fences l the ube rcslo►vcarca has been ,cd when they annanentive �ct stabilizdicir ed._ _ .- STA 1+94 to 2+4&7 purpose. upslope 1 y
--- _ __- (rlTS) 6. Sediment fences shall be inspected by applicant/contractor immediately after
Q z w 1 each rainfall, and at least daily during prolonged rainfall. Any required
40
M ``��� ,e I > °r°- a N --10'--.-- --�0 W repairs shall Ix made immediately.
« $ gCA x m I I � �'
11."o t betels (.124m,
: U fY d l.!► en Z
wr r
C
�'+r w '"; ^ rt - ----__ ""' __"`_-.`""_ -____-____ " 4 > a W d F General Grading and 1:r[rsicrn Control:
fV + 4. Ca 1 W �p « K _ _ W OC
c,� a G� � ; N$ a $ o _, .��{ a ;� w 1. Clean waste material excavated from road cut or trenching arras not used in
o+ C1+ a e`' ( o en J -i w �W street fill areas may he spread evenly across lot areas in depths uh Icss th.tn cc
U, W t W o 4 > I c, �� �4. 2�.--_-a. _J ..----2� I F n one fixate except where noted otherwise on the plans.
2t2ti J F- "c: a v' a
1. During construction, straw hales, cutoff benches or sonic other methcxl of
m -1 V _�- - -_ EG 4 Cl --- - - -"-_._�_____' - _.______ ''' nrnuff control shall be used Io prevent erasion atxVor siltation front crossing o
d I d /- -�' 3" OF CLASS 'C' ASPHALT
3 -•-EG • CUR LINE LEFT _ _. ---- OVER �" OF 3/4"-0" CRUSHED ROCK outside the work arca boundaries. oD
f (� EG • TOC IGH _.- _ - OVER 7" OF 1 1/2"-0" CRUSHED ROCK g g l
� 3. Large organic material, misccllanee►us �i or construction material ntu�t tx
9~
?t x -OVER COMPACTED EARTH BASE removed foam Ihr site and disposed of properly.
0 CJ
PRY SECTION
STA 1 tat
-
$ � -PROPOSED FG • CL
RIM 209.50 -- - - - T,3- - 7'Do 63
8" IE 207.06 I V)i i IRV+Jn•
208 - --- -- IE 207,14 RIM 210.72 w Z w Z
__--___. ,w...►- S�r0.020_. _ - -- 6' It 209.14 f w W to w >-
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q
f _ - - 1."i0a � 4 IE 209.72 � .____._�-..�..,._.__�_____-.,_ ►-
" PVC ci I AI vi W ri t!
i 4 a Op --
A ----'^1. "u.�i•--�-A'Lt� + w X ` w y NG IFss', DA1L FEB. 19-P .
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g'a SE(i o ,mrAl , 21G---.. v 2 \ 12,82010-27
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IL 't1� 4,4 IE OUT ;��{ 4 _2oQ 74 __ �_.._-_- _._...._._._____._. a► � �� l!)ntl. { � �,.j,/ Sr'A� 1
E 2 _C () f •3" ' DRAW F
RIM 209.1 ADJUSTED) 1
- •- . - ..._ _ .. 4,... ._..._ ,.. ., � ._ CLAS C ASPHALT !4: / �.• E
OVER 2" OF 3/4'-0" CRU--,AFC ROCK � ti>�OON r/�
8" IE IN z 06.83 E , _ 1 •` IMT
( N F\ I N -OVER 7 OF 1 1/2--0- CRUSHED ROCK \ � �'� 96-108
r 8" IE; IN 2.06.12 (NE) NEW ! A� , p T I �!�I INE � -OBER COMPACTED EARTH BASE 14, 1
u
"1" IE OUT 205.78 (W) SCALES HORZ 1 =2O + SHUT
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STA 04.50 to 14.07 t SIT9R-O(mg
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2+00 � n2'S SW LOCUST ST 2 !)F 2
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