9275 SW LOCUST STREET-2 T.L. 4000 --- - - T L 4001 ------ -� r
7
REVISIONS BY
�'-.` I 2MARF
- I I1�� �1('yp 1�1 ^ nr P. r•� rirr RfASEE
' \ �• �• d\5 1 j1EL►[i� AIi,A�STED DRIVEMY LOCK lR�' % ° �_
T.L. _ ' 1 � Z EOSIONS PER (Art RE'VIE'W
.d .n
T. L. 4100 W 4 � � ��° MA16Dx r"5�R v,
�d( A a �5s�
TAYLOR_ R I^
- -
Ar r ST
NVater Supply: / o
I granular backfill +s to he compacted lc, 95,o Ittax,munt dry density per `N
AAS!fl'() 'P 99 test method. Backfill shall be 3/4"-(1" crushed rock. I I 1 I I �I `Q• M N
r II ��� al \{Q� � � �G
('rushed ruck is to be used ti►r pipe zone as well as trench bacl•fill. � AA a
PARCEL 3 I T.L. 5202 - `
tk'aler service lateral taps and lines will be installed by Tualatin Valley I r
Water District. Contractor shall provide service lateral trenches and �� ' I I51 _
�'• pr,
cuordinat, service lateral installation with Water District. QP��� ` Z
,• ln-nished and installed by the Tualatin 1" WATER SERVICE -'� i` I c'(i �� - -
1. Meters and meter boxes will 1 e f ! _
Valley Water District. _e - I I A tf � �0 (v =, _ ,4�`'' ®
4 Inspection of lite water improvements will he n+ade by \Vater District q" SERV! - -"- �T
V r)AK
I CE ,rf I PI!` E IST I ?' I. y,, • "'
persut;;tcl or others designated by the Uisll let. --- L=10' ST f
tests and chlorination to be in strict accordance S=0.020 MIN
5 All materials, installation, le. ,. I I �,� 4 s h I � I
��.ith the standards and codes of 'I�ualalin Valle) Water District and the T M --VERTICAL CONTROL FROM WASHINGTON COUNTY NosoR cr. --�-,' -' ! Fes'• '�
BENCH MARK N0. 105, BEING THE TOP OF NORTHWEST WI►J6SCR el l.� N $, N'� �-J
l trrgun State health Division Administrative Rifles, Chapter 1z1. __-� __ --
Rim BOLT OF SIGNAL BASE AT THE SOUTHEAST CORNER OF �I STAFF 5 `•-,
,nrhg 9a I a .N I i Q MANZAfltA R �, •- �' Q
� _ Z1 �
IE ?_04.8 I _ I Q I OF GREENBURG ROAD AND HALL BOULEVARD. ! °C I m1 m! E3 �! 1 `)
4" PV I \ I ELEVATION = 240.75, WASHINGTON COON Y DATUM. _ _
C � ~ -mak
L=100.0' t �; pal
Notes: S=0.030 I r - PROPOSED PAVING " °� +rw15 �� \\� ` a
5,anitar)' Sc��er N IIt F
I . I"� :hall f►e I'VC sewer pipe cunii►rt1T to AS I M I)-1014-SI)It 15. N'linint+lnl _ I I N I TBM n, 5/8 IRON ROD WITH YELLOW CAP (CENTERLINE) AT �, f a . � n•••' --
! + I I ,S.E. CORNER OF TRACT "A" AND PROJECT, ELEVATION 2)9.67
srilr'T ;s shall he 4(i psi ;lilt] joint type shall he elastomeric gasket conforming TBM a 5/8' IRON ROD WITH YELLOW CAP (CENTERLINE) AT U
I ( I N.W. CORNER PARCEL 2/S.W. CORNER PACEL 3, ELEVATION 211.52 VICINITY MAP
to ,,,;•I�M D-3212. � � � � 1
► pipe, littin gs and joints shall he the sante s pec+hcat+ons as li►r pipe. --- 0,
( lean( ut h p . I I PARCEL 2 ►I
Castings arc as shown on detail and shall conti►rm to ASTM A01. (Grade 10)• EXISTIN( I I ' •
1. Granular backfill shall he compacted to 951/, maxuttum dty density per BUILDIh GRAPHIC SCALE Notes:
I ( zo o fo zo 4o so I. All work shall crntfi►rm to City
of 'Pigard, (h•egcut• Standards and �
S O '1 -99 test method and native material shall be compacted to 85'%I of 25 ACCESS & I I I �.1
AA. I l I Specifications. Note the attached Drawings and Details. 1,
1 UTILITY EASEMENT
Ili place dry densif) of surrounding soil. 1 ' WATER SERVICE-� I I .I •J
2, Notify City Inspector I.clha 'Phomas (JIh19-4171) ?_4 hours hefi►rc starting any
4. I'VC service laterals shall he 4" pipe confitrming to the same specifications as
the sewci mains. Se!vice laterals shall he installed to a point beyond the line 4- SERVICE I I ( ( IN FEET ) work. _r
L 30' I 3. Access-tc, and egress-from parcels of land adjacent to the work arca shall he ,{
of the sever or utility casement as shown on the plan. The service lateral shall _ t inch 20 ft.
) I =0.0 MIN maintained at all times. Pedestrian safety shall he Irruvi(1cd for by the
Ile plugged with a 4" rubber ring plug and the location of'the lateral end shall / I - ___-.___ --- k,
he marked with a 2" x 4" stake, extending
at least Y above ground. Stake to � ' I contractor at all times.
10 G / I 4. Removal/replacement work and damage repair work shall he prompt!)' •�.�
he painted white with the depth to I.E. painted in black enamel paint 'L P��� \ t ; NORTH RIGHT OF WAY initialed and completed to the (.ily's satisfaction. No work shall he considered
5. ^II materials, installation, tests, and inspections to be made in strict i P�
1 ROW IL1NE CL complete until it is accepted by the City. 'Phe City reserves the right to cause
accordance with City of'Pigard specifications. \ 1
uf'I'i yard and Unified Sewerage�e \ testing and certification of work or repairs to he per(nrn I, lu the City's
(1. ('onstruction shall be in accordance with C It` (~ t; I _ -
-_ _. --30.0' R.O.W. WIDTH satisfaction, fat pernlittee's expr_,f:;c.
Agency requirements. o I 6.0' SIDEWALK 20.0' 5. Frosion control shall be provided for by the cc)ntractur.
I Audi„mk p•IIiIia, '>, 109 ,.;R-n7 �' _RIM 209.98 ��
IE 2 1.81 RIM 209.92 SLOPES NOT TO �y�-.�. 0.5' VAR�ES•5 II G. ORS 757,541-571 applies (pre-notification for loca!ion of undrrgl•(,(111c1
IE 201.82 I
EXCEED S: 1 MAX. 2 ('acililies, etc.) ,,
.. EXISTING GROUND--'� 7. It is the sole responsibility of the permit holder to provide f•,r proper right-ul'-
4" PVC I 4 PVC � SAW CUT EXISTING PAVEMENT-' entry (and/or easements) prior to starting work. !'roof of right of-entrti'(and/orI
L=100.0' MONOLITHIC CURB-
AND GUTTER
L=100.0' � \ S=0.030 2.0" CLASS �C" A.C. OVE ALONG CENTERLINE AND properly executed casente►Tt�) shall he provided to the (�ity. the ('il_v shallIn
T.L. 5101 S=0.0)30 i I I I 2.0' CLASS B" A,C. OVER MATCH EXISTING PAVEMENT Ito way he construed to lie liable for the permit holder's lailurc to oMain of
j 3" (3/4"--0") CRUSHED ROCK EXISTING PAVEMENT
E i t46 �. 1" WATER SERVICES 12" (2."-0") CRUSHED ROCK provide for proofof right-o(--entry (or easements).
* B 1 EC' 'I TO BE RAN IN T.L. 5201
NOTE COMMON TRENCH TYPICAL SECTION S.W. LOCUST STREET 8. All casement ckcmed necessary by the ('ity, to facilit:;tc operation.
Ole
THERE IS NO RECORD OF R r� ED I I I STA 10+03.34 to 10+97.26 maintenance and access to new public facilities or to enable public usage of
PARCEL sidewalks, etc., shall be properly prepared, executed and provided to the City
EXISTING SANITARY SERVICE. I (NTS)
IF LOCATED CONTACT ENGINEER WATER SERVICE ) ---1 EXISTING WATER METER prior to City release of any work assurance funds and prior to City closure of
1 ! the project permit. � �•-
FOR POSSIBLE USE OF EXISTING TO BE RELOCATED & NEW nn 11
RVI FOR NEW OT. M POSSIBLE T E ROTATE 4" SERVICE I I ��- DOUBLE SERVICE INSTALLED ( I 9. A sewer connection permit is required to he obtained From
the (_'itv's Building L� W
SERVICE 0 E L MH TOP TO MOVE LID � L=39' 3.0' I (_-cJ►��e �s 'm.
OUT OF GUTTER S=0.C20 MIN I pll�„ END CURB AND SIDEWALK Division prior to connection to the City's sewer system.
_ AT EAST PROPERTY LINE GR VEL �i
TRANSITION FROM EXISTING 5' \ - � � CL STA 10+87.26 RI AD I 10. Utility relocations, modifications or repairs, which may hr necessary, shall he
TRA nI T Y `'09 25 ACCESS & I performed in a timely manner at the permittees expense.
EX. CATCH BASIN S_Ir' K O 6' SIDEWALK B h;A INSTALL TWO(2) 6' x 12• VERT. II
CL STA 8+J7.40 \ UTILITY EASEM�.N D A BM n ( ) r( )
0 - CL STA 10+08.34, (FIRST 5 ) � � / _ TYPE II OBJECT MARKERS ON III 'i - 11. A hard sut•lace patch is required to he placed, at the end of crag] day's work, (►1T r
25.7 FROM EXISTING MANHOLE _ POSSIBLE FUTURE PUBLIC _ _ V J
POWER POLE I STEEL POST ® END OF ALK 1 _ _ , , all trenches in public roadway.
_ 3_1 TAP TO TING_ !
_ - •- -- i ' -" ' I �' � EDGE OF PAVEMENT i STORM SEWER ALIGNMENT 12. A demolition permit is required to he obtained from the City Building
EXISTING DITCH EXISTING DITCH Department.
�- ARE 5' N.- FROM END CURB TO EXISTING DITCH r
J -- _ L"ndmnl rfluun ()()-log 4 IR 97
'a SIDEWALK ktRl'9E - - -' _ - - - - - - - - ------------ - -
•.- CL' STA 11+1'90 DRIIVSWAY`
- --- - - >�
209 k ,
_i-� ------------ -------- -0- EX. STORM-------------------------------------- ---- ----- --- -- ------------------ - - ----- ---- ---�� -- } DRIVFWA, t - -- -- - -._ -_ n_ - - _ - I = - \ - �.__ _ - - - - - - - - - --
MATCH EXISTING CURB & SIDEWALK CONC. IE 207.09 8 CONC. IE 207.32 _ -'
CATCH BASIN I __ _-_ ,. 1_ 8 CON 207.28 Streets: l •-
RIM EL 208.1 60 r EXISTING 8 STORM TO BE PLUGGED ANS I �
IE 204.5 R.O.W. WIDTH STREET ABANDONED AT TIME OF STREET IMPROVEMENTS 200 " ' 0 13+00 I. New street sections arc to he cleared of all surface vegetation and otherLOCUST, I N S miscellaneous structures or materials. Grub improvement areas to remove all r9+00 to+oo tt+oo FROM URREN8„ PROJECT FRONTAGE -9 Nf �Vf g'• SAN- }--- �� x•' /
8" SAN - 8" SAN - E)(. JAN• mm buried ve etativc matter and debris to a depth (tf 8" below soh �r ulr.
5 12+00 g `
40' 4" SERVICE TAP TAP EXISTING 8" C.I. LINE ` --- _ _ r`i CL STA 13+64.39 all waste material.
CL STA 10+20 CL STA 10+83 TO 10+86 RIM 210.95 Properly dispose of
PAVEMENT WIDTH 2•
Immediately folio- fine grading operations, proof roll of suhgrac e areas
------ -------- --1gi3.3tL--- --�}-- 8" C.I. -- - _210_ I 8" IE IN 200.10 E) p 1 p' .
________________. ______-_ -----------------4�----EX STORM--------_--- _ _ - 4" IE 9 4- � INES TO CROSS STREEFT, - _-
8 C.I. r ( or perform compaction testing by an independent testing ab. (_oro ac.Uon
E - _-- _- 8' IE OUT 199.95 W
a C.I.1 -11� H WATER VALV - ---- ( )
8" C.I. - --�----------- �-- -- -- _ z -_ --EX. STORM---�_J- _ - t he 95% of'I'-99 in roadway. Gmbcutkments otcills are to be constructed
------------------------ ----;-�-•- EX. STORM --- ------- ------------- 0 _
_ �----- ---_---- --__EX•_S �__ •_• -. -, - •� X I �' in 6" maximum lids, with each lith being compiled t 90°/ f I' IRO her
u- • d ° • SIDEWALtG �,... °��Alt ROY � � `\ �
�° •'. - >r % . ; SIDEWALk- •'Ed � ', ' . . �V A E . ° �, • �-•" \ o. _ U.B.C. Chapter 33 prior to proceeding with the next. lift. Areas to receive (ill
_ R E� LI Gam ,
'✓IAI�tOJX EX; S T - - - - _ N are to he. ill-.pec
by City of '1'igard prior to placement of the till. Soli or
--- -- --- - - � X son areas arc to he excavated and recom ,acted either with nal. (►r sc:ICCI
-- TELCPHONE MAN F.X��ed RVI TAP 4 SERVICE TAP 11 TEL'PHONE -_ w 1 �Yn p gY 1 W C �p
A * NOM 4 SERVICE ,) TE_cPHOPJl_ S W . I material. 2 m
ADD ADDITIONAL SIDEWALK. PEDEST MAILBOX/ CL STA 10+54.52 CL STA 10+64.25 CL STA 10+67.25 -
CL STA 10+26.4 RIM 209.80 8" IE 198.64 8" IE 198.65 MAIJHULES 209
TO MAINTAIN 5' OF CLEAR " � LN
1 3. Aggregate hale rock shall he crushed
Ik+sc per
rtnitheri contcan h.+c.ted ublic Wt►r(S O QQ O
t3 IE IN 198.60 (E) Aggregate
SIDEWALK AROUND MAILBOX PER DETAIL 4" IE 198.81 4 IE 198.$2 LII , l I Associatic►n specifications. A per AASIfl'c) •1)0 test. Cit CC �
�-/ nmxintunt lifts to 95/0 of ntaxintum dry density p- Y f=
_ REGRADErBANK__AS NECASSARY 8 IE OUT 198f40 (W) - - - -- - - - - --. -- -. - vi �- - - - -- - 216 B p p; aggregate h p g' 0
ROCKERY, OR LANDSCAPE WALL of'I'i and is to ins ect cont utcd section prior to avin O
MAY BE ROUIRED FOR REGRADING U z
- I- w �- !w al z 4. The first till of�asphall concrete shall he 2" of Class 'B' A.C. as per A.P.W.A.
W Q J W J o specifications. 'I'll sec(►nd lift shall he 2" of(_'lass 'C' asphalt concrete as her 00 .6
I / w 1 � J z � z I c�
J J Z z JM �
_ A.I'.W.A. specifications, Asphalt compaction shall he 92% of Rice.
_ � + z � Q Z- 0 �' rn rn N J 'n a , umade ,y Project Filgincer
�Lov Ld o 0 cv W N a ,a N o_ c0 - _ � N ___-- - _... -- -- lsuhg'adN t ( i In p c for ctha 1 hont.l )- and
5 Inspection of h'+scrock at I A.C.A (' will he nrtd• )
Ui o ° and City c f ' iia ify "tv s c (l s '�` ` 1.
d•"........ v-d , , + m "� L� `c° 3 N a N cr,0 C4a N N T + Project Fngineer 24 hours before start of work.
�+G��tnve APPtO fltTrld `t ,�,• w N� z
+idly � T` w > Co Lj > N ►- N
Cond�'�'" t`it0 v,,ip4k�`' d �QO ,,.,t �' _, v + N o + w + w � C,. All materials, installation, tests and inspections t(► he in strict accorc once wit t �
Fdto�ly �. �' -� "1 ' 3 � w > v � wow 3 � ow xr�- c~n I Y g" . �.`.
L:PrsJ�IS �p110� ....... w - Y - -- Cit of I'i ,ud specifications.
W
F �1 I - Q ►- U W ¢ � v cn - z 1 7. A public improvement construction permit and perntit bond is regfiired From
Out
to. ..,. . •• _ c>' z Q i _: _- � ►- u� o z ►- cn o-- - _- __ _� z - J 2 2
t. -- -+ - acw� _. ` N � w � V) w1 Q01) < ► � c� W y g WI
U City of'I'i ard. Cq
fe
Dale" a o (D _j c v v Z � v ci 8. Sawcut straight matchlines to create a hull joint between the existing
b p,dd -- � 0 - ce c,.,, FUTUR,,7 POSSIBLE 10C Cry 0.5% 1 J
3o m , w _, - _ _ _. - pavement and new pavement.
BY ~ � v - -- - - - _ _ - ~ 9. Notif-y utilities per ORS 757.541-571.
V) PROPOSED FG TO� ----- - -
Z x
3 _ _-._._, �_ -
10. 'Praf(ic control must be provided (qtr at all times. A trallic control plan must
_ _ ,,...- ��r_____ - he submitted to the City I-or review and aphmval hc(i►re <uty work may hrgin.
- - 0.� /- `` is
I nndnlnik pnl,ili"n 96-II1R A-IR-'17
_ I I EG CSD CL �-•-'- `\ r.
1 Ic I I -EG 0 CUR LINE LEFT
RIM 209. (AD,JI ,TED) 1 I D m
NOTE: I ' - -- - rg TO !RIGHT -- �- - - - - ----- - - - ry•gyp
i ! •�I � 1:�.'I ---__.,......tea-__ _-._ -. �� 208
EG C I GH
t IF POSSIBLE ROTATE 8-"" IE N 206.83 (E) I I _ _ _____ _ _
r, I ------- -------------------------- I EX 8" CONC � �"' IA�o
EXISTINGTOP TO MOVE LID 8 IE .N 206.12 (NE) NEWT f--- -"-- - -, - - I
EX. 8' I CONC. L 105.72' S=0.0025 BOTTOM �F _EX DITCH--------------------------------
EX.
_____ _____1________________1
LOCATED 225.7' OUT OF GUTTER 12" IE OUT 205.78 kW) _ 1------ ------"-- - - -� L=26.0 S=0.0015
- - ' I I -------�------i-•----- , �--------- ------- --------------------
WEST Or EXISTING MH �-
CL STA 8+07.4 ------ ---- EX STING 3' STORM 0 BE P�'JGGED AND FEB.- ---- -- �aE O PROFS S F-E B 9
--- , I 1 I
_ ------------ I ABANDONEI' AT TIM OF STREET IMPROVEMENTS _ -_.___.____.....___--__
------ ----------- S=0.0057 - - - --- - -- _ - -_- SCALE17717
--_ _ !
. �1, ANG NES Si
____- ECT FR NTAGS- TO 92ND AVE.
EXISTING 12" CONC. t=225.7 -__----__ -- FROM CUF2 SC h OR - '
---- --------------- DENT PRO
� ,'12,82 �°q VERT-6 1' =2'
S . W. LbcusT STREET
-------------------------- '� � '� JEE
---------- --- SCALE: HORk: 1"=20 - - e 90, J08 96- 108
\ A\ kE N h
I- - --- i --- --vERT. 1 "..2� ---- --- 204 6 i4 °�
" _J
� � 0
9+00 10+ 00 11+00 12+00 13+00 �qS� i •fl�r
SIT98-00009
92.75 SW l_OC U _T ST 101` 21
r 3 9
OF i SHEETS
NOTICE: IF THE PRINT OR TYPE ON ANY ! I l III III III III III III I I III III III I t I I I I I I I III I I I !I I I I I I III III III III III III III I I III III III I I' III III III I I III III I I I I I I I III III 11111 111 11 1 III 1 1111 I '
I � I I S I I I I I S I I S I I I S I I I . I 110
IMAGE IS 140T AS CLEAR AS THIS NOTICE, -6� --=--- - L - ----- �I
IT IS DUE TO THE QUALITY OF THE "° .Sg
ORIGINAL DOCUMENT t1i
�Z 13 Z G Z 8 Z fi Z a�1111_
^Z iiElli "IEJimI I I _ I I I IIIIIIIII !III IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIiillllllllllllllll14111ll111, lli!Iljllllllllllll iiltlllllllllllil:!!IIIIULIIIIIIII!11u1i1I I II I I I IIIIIII IIIIII I III I II I I I II11I .I I II II I11111111I II II II1Ilt� 1
t eC
PROP.CNR PROP.CNR -MA• 9( Us(D W10"I I(ml - - __ --- __1 „ �
1 . u m .+��►+S Vt►t Cttt RENEW �
-L- i wu111 qtr woHl[ aN0 wi [l.A i51ED OMWWAr U7CAn
i
/ PHASING 0! OE I(IOPMCNg °i O �� I grD 'FCT10N ON 4Yf X97
212.52 211.83 ► _� I I a
- N
U I. t1J W z
(0 a- EL CL0 O n�N O o Ill 1 i- A ! --. i N ,. -.Z I.. /�. `
W w j J+p W I I I '�i 1 lJ "` t Wcc
m �
N -4 t r ¢ N
ti j-1t
EOPoD ; O o11.55 �EO �1i.50 va m r ! 4 N J U •-
Q�I . L. SZn� CATCH QAS I N AREA DRAIN41
PARCEL �3 � _-.
P�
T. L. 41 0 F.F. ELEV. 212.00 Q p �/` I,,; a
`r 7,
2 1.50 _ v7� • , \J
4' DRAIN-, EOP 210. A - N r
EO � I I _Ft-nV - --- ' U o /vADlus + :• I, g /r
L. u+ ,
S=0.020 -15.0 I m °.
T M IE 209.62 EO ti --VERTICAL. CONTROL FROM WASHINGTON COUNTY gi
(i ' ' ly ,� .. ',rl a.. iUn :R :"-"vU5 :P .t• ' •- ?°+`ea �` f:'y
$ BENCH MARK NO. 105, BEING THE TOP OF NORTHWEST w 5 =; ;U811140t 4t „l�Rcc'r• ' ��';•
PROP.CNR w PP.OP.CNR BOLT OF SIGNAL BASE AT THE SOUTHEAST CORNER OF ZI s_ ,� � " W �:, a 4t:u at:
21'1.52 --- - + 211.00 PLAID a � o I
10.90 OF GREENBURG ROAD AND HALL BOULEVARD. > > DE "
I I ELEVATION = 240.75, WASHINGTON COUNTY DATUM. 0In
CL STA 1+80.0 - a-
;'I 7 z M •a^.' MIN, tJR S rRSt s Aul + AND Du►,_t:c aE. O['It .L
'-211 RIM 210.72 TBM n 5/8" IRON ROD WITH YELLOW CAP (CENTERLINE) AT 0 1 1 t- : •J
6 IF 209.14 I S.E. CORNER OF TRACT "A" AND PROJECT, ELEVATION 209.67 ,'Ln FLOW « 0 1 L
ag m I_L z m
4" IE 209.22 ni rr ao,rw a - O O
1 3'� TQM(n 5/8" IRON ROD WITH YELLOW CAP (CENTERLINE) AT - o --_-
1 I N.W. CORNER PARCEL 2/S.W. CORNER PACEL 3, ELEVATION 211.52
Loj
ExISTING - �
J . \1•. U
BUILDING ;�I PROPOSED PAVING GRAPHIC SCALE -
x o U
TO BE \ 0 .
r
PARCEL 2 REMOVEC 1 �•0 zo o ►o so ,o eo SECrIOII W a �, M oc
F.F. ELEV. 211.15 I ` �I 1 , ,
..9 ,Z �, Z I �V
D_I 1 C f� I r I L E T ..() .� �1
4 DRAIN - 25' ACCESS &
+ L=13' ( 1N FEET ) _ __-_____-_--- ----- ----- -- � J
UTILITY EASEMENT 1 inch 20 ft. B i of t l ter Bags Sediment Fence Grave t Construct t on i Q
S=0.020 I TE _HFI[CAL GU[DANCE HANUBOI)f' Temporary TECHNICAL GUIDANCE HANDBOOK ' T ECT"N:CAL GU I DANC= HAr+;:BGOK Entrarce
IE 208.4ii EOP /�--CL STA 1+29.0 Grading and Paving -_--_ ---_,_--__ -�- - - -o-,°, I Drawuu, 3y?(t - _ O.til l oraring 3_2 - �.,r,,,, -•,
I 0 z� 6"x4" IEE 1. The driveway is to he stripped of the organic layer prior to plucinb base ruck or fill
-� 1 6" IE 208.09 material. In fill areas under the parking and driveway areas, native oi- imported Seeding/Mulching:
� EOP I General:
4 IE 208.17 I. All areas disturbed during construction to be graded to drain and compacted tecl pp
'EOP 21 G 210.65 EO material is to he compacted in (�" maximum lilts up to suhgrude elevation. b graded 1 ' ' I. Approval of this erosion control (FSC) plan docs not constitute an approval
„ 1 1 1 n L 1 r n ( 11 g (
COP 0• I 2. I he structural section of the drtvewuy shall he 3 of r;lass C A.C. over _ of , - (1 to a mtnl.�tum of )O/► of .^ASI 1'I 11 'I-1) immediately after installation of of permanent road or drainage dcsi6n (e.t;. sire and location of roads, pipes,
P FLx-� E 11 11 utilities ur �raditt + les utilities etc.
210.55 P �U EOP� ++� 6 PVC
10.3 � crushed ruck over 7" of 1'/2 - (1 crushed rock as ; minimum. I pool roll suh6ra(te t trlttr�. � l,. restrrctc►rs, channels, retention tactht ,
L=100.0' 2. Recommended Seed Mixture: 8U'%D El-KA Dwarf Perennial ItyeKrass and 2. The implementation of these F.SC plans and the c.onstroction, maintenance,
EOP 210.36 210.36 i a S=0.020 prior to placing of ruck with a loaded II1 yard rock truck. II'soft arcus arc uhservc(I,
EOP 210.57 { ` 20",S► Creeping Red l escuc, by weight. Apnlicatiun hate shat! he 100 pounds replacement, and upgrading of these 1:S(' facilities is the responsibility of
' 10.60 \., 00 209.96
excavate areas and re-compact with either clean lit live material or crushed ruck. if
T. L. 5101 o \ � �; ROP.CNR lame sections of the driveway are soli, contact the I ngineer for possibly increi,sing minimum per acre. the applicant/contractor until all construction is completed and approved, and
I o 10.03 3. Fertilizer shall be 12-16-8 with 50'!,o of the nitrogen derived from UREA vegetation of landscaping is established.
`n I �'� PROP.CNR the h;,se rock or asphalt thickness. g' `
+ 3. Suri in'g I�um driveway area and other excavated materials shall he removed front FORMALDIA lYDE, and applied ala rate of 400 pounds per acre. 3. The FSC facilities on this plan must he constructed in conjunction with all
LOP 10.60 2.10.30 $ T. L. 5 2 01 Pp b 4. Seed and mulch at a rate of 2000 lbs/Ac with heavy bonding agent or netting clearing and grading activities, and in such a manner ay to ensure that
EOP 1�j� ., I the site. ,
PROP.CNR 11.00 and anchors. Mulch shall be a wood cellulose fiber or other material suitable sediment laden water does not enter the drainage system or violate
209.53 - j RIM 209.40 t.1111,1611111L t,011 lion 9[r Illfi I ,x ,,
2 4 ,: fitr hydruinulchiitg• applicable water standards.
IE 207.40
E b INLET PROTECTION Private Storm Drain: 5. Temporary or Permanent l lydrusec(ling or acceptable seeding and mulching 4. The ESC facilities shown on this plan are the minimum requirements for
CL STA 0+80.0 -; EO p ,r 1. Storni (train pipe shall be PVC conil'i ming to ASTM D-3034, or approved must be provided whenever perennial cover cannot be established un sites period, these F'SC'RIM 209.50 ��S=
8 PVCI anticipated site conditions. During the construction (.
equal. Within 5 Icet of a building, drain pipe shall be ABSA13S piping or other which will he exposed for 60 days of nu►rc• facilities shall he upgraded as needed for unexpected storm events and to
8' IE 207.06 9 L=52.0' q
SEDIMENT FENCE I` I T NG type of'pipint� conforming to the Unifurut Plumbing Code. ensure that sediment laden .water does not leave the site.
6" IE 207.14 ,, �, G�I�. G.010
PARCEL 1 -+�' f 25' ACCESS & 2. 13ackfill for the drainage pipe shall contorm to Class 'A' in unpaved areas, Erosion Control: 5. 1'he [?sC facilities shall he inspected daily by the applicant/contractor and
i _ C1 'l : UTILITY EASEMENT and C'lass 'll' in paved areas, as noted un the delad sheet u( these plans. ry:
F.F. l Summa • chin storm maintained as necessary to ensure their cu�ttinued functioning.
I _LEV. 210.60 0
:.: CL STP, 0+46.0 ?. Catchhasins may he prrfahrirttecl catchhasins or poured ut place. All 1. The intent of the requirement is to prevent siltation from reaching 6
4 GRAIN --� r� fi, The I;SC. facilities on inactive sites shall he inspected and maintained a
`r• 8"x4" TEE catchbasins are to have U•ap and siphon type outlets. drain systems and drainage ways. minimum of once a month, or within 24 hours following a form event.
FILL LOW CORNER L.=16' Q 8 IE 206.72 t,mdl„wlt ,ellili ,[,-InR 22R-„
2. The minimum measures need to he made on al! proj.cls. 7, At no time shall more than one tixtt of sediment he allowed to accumulate
TO ALLOW SURF-ACE I S=0.0?_0 i a 4" IE 206.89 a A gravel ad at least 50 feet lung, is required where vehicles will leave
�,, ) t, pad,
WATER TO ESCAPE t IE 07.21 I CL CTA O�r30 TO 0+5 within a trapped catch basin. All (aleft basins and conveyance lines shall he
STA E-STIMA TELA EAR THWORK OJAIVI TIES the construction site. +',
.. I RA ' 3'� TAPER ?_' TO EAST TO cleaned prior to paving. The cleaning operation shall not (lush sediment r
. -211) A r ALIGN EAST EDGE OF DRIVI (ESTIMATED EARTHWORK QUANTITIES b) A sediment harrier is to he constructed of straw hales or a sediment li•r.ce laden water into the downstream system. V J 0
f QUANTITIES FROM EG TO SUBGRADE where noted in the details or where sediment will cross outside the work g Stabilized construction entrances shall be installed at the beginning of
PROP.CNR }' 3.0' FROM PROPERTY LINE. )
208.x6 g ROP.CNk STRIPPINGS 14.0 CU YDS area. construction and maintained For the duration of the pr+eject. Additional
- I.Prt� t,t_Fl�"' '_ t• 9'.62 - -• . . -' c) Where excavated material is placcd un hard sur",aces (such as streets) measures may he required to ensure that all paved ureas are kept clean fitr the .�.J
'�t���i>• �2 S 1 EXCAVATION 80 CU YDS
�ONCRET 209.39 BOW 209.54 material must he broonted or scraped clean as soon as possible.
ER1dEats'+l • 4� OW /EOP I I STRUCTURAL FILL 10 CU YDS
- �--- duration of the project.
-- ------ NET VOLUME 210 CU YDS CUT d) I?iprap exits from all culverts and storm drain pipes (Training into the n� 0
EX 12" STORM--- . . . . . . . . X 8" STOR " av'_L I p riprap g Sediment hence: V/
RIVE ��dA r ditches or sautes. Ili ira is to he (.'Piss 50 ri gra or larger or as noted
I - I STRIPPINGS AND EXCESS CUT -
EX. STORM MHI8 PVC I �. I TO BE REMOVED FROM SITE elsewhere in the plans. 1. The filter fabric sha11 be purchased in a continuous roll cut to the length of � 00
209 RIM 2.09.1, (ADJUSTED) L=42.40 CL STA 0+33.0 e) Reseed or cover disturbed areas as soon as is possible and practical but no the barrier to avoid use of joints. When joints are necessary, filter cloth shall -�-�
8" IE IN 206.33 (E) S=0.010 RIM 209.74 later than the cotttpletion of construction on the other phases of work. be spliced together only at a support post, with a minintunt 6 inch overlap, V) 0
10+00 11+001E 206.54 L_
8" IE IN 206.12 L E NEW __M�v _ _ Erosion control measures such as hay hales and milt fences must remain in ,►ltd both ends securely fastened to the I)ost.
w,(Wj-- g + Lij
� 210 PROPOSED 5' CONTOURS place until seeded areas show growth substantial to prevent erosion. 2. 'flue filter fabric fence shall hr installed to follow the contours, where nn``
STORM- _ - LOCUS S _ _ET211 PROPOSED 1' CONTOURS 7'---- g 5' feasible. �l'hett fence pests shall be spaced a maxtut,t�u ofsix feel apart and X11P," C,I -- �- 211-• _ - - - 5' EXISTING GROUND CON ,OURS � z driven securely into the ground a minimum ul• 18 inches. p�
GRAVEL CONSTRUCTION ENTR T o, - `'
A trench steal! be excavated, roughly 6 inches wide by 6 inches deep,
1' EXISTING GROUND CONTOURS �; >-
-_ __:_ --= - ----- - e� --�- - ---- -_� -- --- •� SEDIMENT FENCE upslupc and adjacent to the wood post to allow the filter fabric to he buried.
•.a •' �° ° • C,CONCi ETE /r r 1 of w Bury the bottom of the fabric 6" vertically below finished grade. All areas of
:.� .TF E F1Qr MrrJ"HOI_t' 4 a BIORLTER BAG INLET PROTECTION S. J a_
...rte.... DRI�FvVYA r' . �. 1 5 i o
� h�1HIL.BUY: "= � _ _... �.�i ��. . � . . _ .". � . . � ._. ........:.......: .:.........: 2�.----� -moi ..------2% � filter I•►hric trench shall be compacted. �
E'� . STREET LIGHT GRAVEL CONSTRUCTION ENTRANCE a
PSOPOSED FILL AREA 0.8'f 4. 1'he filter fabric shall be installed with stitched loops over fence posts. I'Itc
amu` ( ) -3" OF.CLASS
'C' ASPHALT fence post shall be constructed of 2" x 2" lir, pine, or steel. The fence post
OVER OF 3/4"-,T" CRUSHED ROCK must be a ntinintum of' 48" long. The filler fabric shall not he stapled or
OVER " OF 1 1/2"-•0" CRUSHED ROCK attached to existing trees.
OVER COMPACTED EARTH BASE 5. Sediment Icnces shall he rcnu►v(.kI when they have served their useful
TYPICAL DRIVEWAY SECTION Iturltuse, but not before the upslope arca has been permanently stabilized.
} 216 I--_ __. ___-_
-_ -------------- STA 1+94 to 2+45.7
T LIj � (Nus) G. Sediment Icnces shall be inspected by applicant/cuntractor mune( talc y a er
J
� Z wZ each o0 repairsr ' tsh(illlbctnttude inu»(�find ill least a(r{Vdurin�; prolonged rainfall. Any reyuire(I
[a o [n 3'
0) O Q > (1► -.1 O �- In w Ltimi,m(lmhol [v14w5
O CA '+ 110 V)
w F- w t- :j a
Z
�- Y a -o cf v oo _._ - _-__-_ _ ----}- N �' U w a Q w General Grading and Erosion Control:
o w - ....__. - -- > a 7 o Z
(0o + w r` I - - w w w 1. Clean waste material excavated from road cut or trenching areas not used in
c,j + o w w e: d Q o _-j ai 'n [n w
C,4 o J J 3:: + o 00 o w a e a . across lot areas in do tlhs uf• less than
+ (N p �t _j w `d J w o street Iil1 tress may he spread evenly !
+ a w v w o 3 c Y o -j U w a one foot, except where noted otherwise on the plans. W
►- o > a > :D 27,--� (5 ,----2% Z N
cn ,,_ w J o < J d � < J 0 2. During construction, straw hales. culoIT trenches or sante other method of W C9
�- to w_ m (!1 w z
{ 212 v - -------- -- w o
V) m �, EG ® CL - ruuull control shall he used lu prevent erosion and/or siltation Bunt crossing t.
I v J - -- -- --�v 3" F CLASS 'C' ASPHALT
� _ -} outside the work arca boundaries.
LINE LEFT OV�_R OF 3/4"-0" CRUSHED ROCK
011111 '� \ 3. Lai e organic ntaterial, miscellaneous pipe or construction ntaterial mull he
OVER 7" OF 1 1/2"-0' CRUSHED ROCK
g' g ! l x
Q , Q EG ® cuR�
w �EG 0 TOC IRIGHT
3 > r.� _ OVER COMPACTED EARTH BASE ! I I
> removed front tit(' site and dig tc►scd ul tro tale. QV
00 .207 TYPICAL DRNEWAY SECTION Wco
STA 1+07 to 1+94 08
ST011M CO A2
PROPOSED FG 0 CL
N
- - �' - 7'- 3'♦,I Q m
RIM 209-50 I 6" 1'v SIOIBM CO A3 c`ni► z
8 IE 207.06 �QO 0 RIM 210.72 w ~ wZ ..�. �,q1
208 _ s" IE 207.14 0 5 2_-- -- 6 IfE-299,14 < w aw � Y�►o ,ID
��100 4" IE 209.22 N ,� N w tS..
G E PR
' pVG
8 w �I ; w v D OF�.S DAIS
_� F � �= o- � Nc I NE- T. FEB. 1997
8` 72
p STORM CO3,&1 i,B A2.1 .-_- -- S 12,82Q SCALE ERT: 1"= "
L� 0 RIM 209.74 - -- - - ----------
EX, STORM MH S%u IE 206.54 1 OUT 20 .<tC : 'i /.3(!/S��
3" OF CLASS 'C' ASPHALT " `u'� �A� JEF
RIN X09 1 (ADJUSTED) OVER 2 OF 3/4"-0" CRUSHED ROCK �r ORIFN ,,� �
8" IE IN 206.83 (P I OVER 7" OF 1 1/2"-0" CRUSHED ROCK �b 1401g J� A6-108
DRIVEWAY CENTER INE OVER COMPACTED EARTH BASE yal,
8" IE IN 2.06,12 (NE) NEW i
SCALE: HOR7. 1"-2(t -- - qS J. S SHEET
12" IE OUT 205.78 (W) _. __ "- I t. i-'i 7
TYPICAL DRIVEWAY SECTION
2G4 - - - - ---.- I---- VERT. 1 - 2' ___.- _._�.._.__.__ -- _- STA O+SO to 1+07 SIT99-00009
1+00 1+00 2+00 (NTS) 9275 SW LOCUST ST 2 OF 2 2
r or SHEETS
NOTICE: IF THE PRINT OR TYPE ON ANY I t 1 11 I I I III Li I III III I i I l l l i l I II +IIII V I I I III I II 11 I III III III I I III III III I I I I I I I III III I I I I I I I I I I I S I III III III III I I III III III�10
IMAGE IS NUT AS CLEAR AS THIS NOTICE, l 11 LJ 6L 1 g _ -------1 _J
IT IS DUE TO THE QUALITY OF THE "°3e �`�W r• I
ORIGINAL DOCUMENT E 8ZL9z Zt Gi�f I �IIII� .II IIII�IIII 111111 IIJ�'lIIIIIIIIIII
III