Plans (3) SIT2014 00009
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N Al / 5,s NEW IMPERVIOUS
CIRCUIT
CIRCUIT SM - PROPERTY IDENTIFICATION: �` APR 6 2014
0 ,/ / Ao.4 AVING AT DRIVEWAY—
' ti 379 SQFT CITE,'CE TIGARD r
PROPERTY ADDRESS: 16255 SW UPPER BOONES FERRY RD, / ,j /' ti ti PLANNI€ G" E GIN ERING
TIGARD, OR
LOT SIZE: 3.3 ACRES / 143,715 SQ.FT. /" / //
MAP & TAX LOT ID#: 25113ABOO700 / 7 Y F'
REAL PROPERY ACCOUNT #: R513689
LEGEND LAND USE DISTRICT: IP - INDUSTRIAL PARK
SANITATION DISTRICT: -
3 SANITARY SEWER MANHOLE WATER DISTRICT: STEPHEN J
0 STORM DRAINAGE MANHOLE FIRE DISTRICT: TVF&R / ' '/ / ,/ A R C H I T E C T
®� STORM DRAINAGE CATCH BASIN FIRE MANAGMENT ZONE:
fs ��
® PARK DISTRICT:
STREET STORM DRAINAGE CATCH BASIN
4 FIRE HYDRANT ,✓' / Ao.S
owM WATER METERAke
/' / ,'` .
/' % /
owv WATER VALVE ssA0.4 ;
* SPRINKLER/HOSE BIB / /
TRAFFIC SIGNAL POLE / Q` ,/ Ao.4
oS TRAFFIC SIGNAL BOX / / ./ /
�' , 5' PEDESTRIAN � o �.
BUSINESS SIGN /' '� / WALKWAY, STRIPE `
ELECTRIC BOX METER /' � j � �,, , EXISTING PAVING �s�,
'� / •'�.X
•` � ! ''
POWER POLE SIMILAR ACCESSIBLE OF
® / �/ � ` �, PATH FROM PARKING `'`• 001111'► LIGHT POLE / f
a' RAILROAD SIGNAL POLE / /' ,�' EXISTING BUILDING TO
RAILROAD CROSSING ARM / f BE RECYCLED. EXISTINGX.
,/ ,' _FOUNDATION AND `',• j��
�'� RAILROAD SIGNAL BOX / /` / ;` ADJACENT PAVEMENT vy
-~ GUY WIRE / / �,, 'f TO BE PATCHED, LANNOTE; CONTINUOUS . \ � � J
�v GAS VALVE / %/ 1 SEALED & RESTRIPED VEGEDTATION ON SCAPING STRIP/
♦.,q, ,
i / %! / l 7 SIDES, TREES, AND
GAS METER
TELEPHONE PEDESTAL / ;! / -�._� ` � A 4 SITE DRAINAGE ARE , } J
CD TELEPHONE MANHOLE / ` / ,� ' '�-� EXISTING STORMWATER, EXISTING AND TO BECL. O W
T SIGN / / / �\ ,� S ATCH BASIN, & MAINTAINED ,\ rj- W
/ / �' L2 ���{� ) S MANHOLES TO REMAIN w
MAIL ,/' 3,6 EXISTING ' O
• BOLLARD / f' / Aa.4 ,� ��F }••�• p
DECIDUOUS TREE W/ CALIPER IN INCHES / /' C GRAVEL _.M. W
j ,',� REMOVE SECTION . ■� �
CONIFER TREE / '
�,'' '' MP LOT OF (E) FENCE DIRECTLY �► •
WATTLES EROSION CONTROL 4/AO.4 / '
/ ,� / ,%,'� ACROSS FROM (E) `�\.
- - - - SEDIMENT FENCE EROSION CONTROL 5/AO.4 2 '! / �''''� SITE PRIMARILY FLAT SIDEWALK ``• W U
/ ;l� / �, ',i f WITH SLIGHT CONSISTENT r' C�.
RAILROAD TRACKS �, / SLOPE TO SOUTHWEST TURNING RADIUS FOR F � ,.� •,.,,,
N / / / WEST TYPICAL
- --- - EMERGENCY VEHICLES Al ^ Ixr V
UNDERGROUND GAS LIE ,/ / , 28 INSIDE 48 OUTSIDE ` ! •
/ i�
- " -- UNDERGROUND STORM DRAINAGE LINE �.(F�sr� `'� /'' /" / ` ♦ PER TVF&R AT (E) COMPACTED
-`-'-'-'-`-'- UNDERGROUND SANITARY SEWER LINE tF1\ q' ; /' "'�
,.��.� PROPOSED �' f,'' ---- ` \ GRAVEL PORTION OF LOT. SMOOTH ,r' / — o
UNDERGROUND WATER LINT " �.,, !%! / 1 �\ TRANSITION FROM (E) PAVING
BOULDERING ,'' / M �-
-------- OVERHEAD POWER LINE • ` `\ / , ' ,/ � � ' \ '1/ '. � � �
�,, `~`: �`� !' / f REUSE (E) PIPE GYM ,' ; �, ; f' t6 w
------- UNDERGROUND POWER LINE \ - / ' <'
BOLLARDS FROM (W9,000 SQ.FT. t 2 v�
-- - UNDERGROUND TELEPHONE LINE \. \\ (N) FANNO CREEKw L�.I
\f90 / / ♦ COVERED // z
.�A NRS , ♦ 1 1 '
— -- -- CENTERLINE OF RIGHT-OF--WAY �` "\ DRIVEWAY , ,
�"? c,N ENTRY j' �' O I—
PROPERTY LINE \ �`` \FS '/ S 6 000 S FT.
FENCE LINE \ `, .� /.• S , , { _ --- ,� / Z
ca
.---• GATE IN FENCE \ \� � / • ' ''
\ \\ � 4 A0.4 i' (E) PERVIOUS ;i :'% / Q '' a
NEW PERVIOUS AREA, LANDSCAPED TO MATCH
EXISTING �, '� �� / CL
PERVIOUS AREA GRASS AREA SIMILAR TO EXISTING F � . s {6 '� GRASS AREA --
' + p WATER MAIN FROM ® �0` r'rf ,' / z Ln
METER UPGRADED TO ��Q ,/ ,.''� �'� N W
NOTE: I / >. ` Q�� / Q :,. s/ ..- r°
, '\. / I � �� ` \ � ��16 1-1/2 O.D FROM (E � ,� r%" ,.i' ,•.' ,
1. UNDERGROUND UTILITIES ARE APPROXIMATE, SHOWN ``• i\ � / � � + - METER (SUFFICIENT) �` 7 ��� �' .'� /Gj� ;rf � �''
ON THE BASIS OF SURFACE STRUCTURES AS MAPPING ~� \. ' , �� ~` �. TO BUILDING G A0.4 / \ a05`'� ;''' �''/ / / �'� 0
PREPARED � � �,''`` � •� \ E,`� /f' ,•'., / / ,: `,;
UTILITY LOCATES BY OTHER, AND SITE SURVEY •, i AO. q 18„ C (16) I , �' / ,.�� / / ,/ WBY KCD LLC DATED OCTOBER $, 2010. ' . " J1 G 1� Uj,
2. FOR EROSION CONTROL NOTES SEE 8/A0.4 ` V
..\\�\, \``\ `\\`. / BLDG SANITARIA;' , � C , ''� ,.��' // / ,•''' '.0o,
LLI tit
S SEWER LINE CLE,AIV
•, `, \`\\ . S \� V OUT,& TRENCI-I''TO
s '.(�1`,C XISTING SJk1B OUT Sc )
. �. •.,\ �j ;/ {21 � \ ;, W/IN R,� W (SEE { G r
PAVING WARPED T � AO C / ;' /
`' \ •. �``., �:� (E) 'STORMWATER 7. Revisions:
^•. \ \`\ s / DRAINA'C� PIPE, ��:. A0.4 v
ATCH BASIN Date: Issued For.
'vt r+ V �i / i, ,` STEEL GATES AND FENCE TO
S T BE NSTALLED \ ��. l �,e ;/ REMAIN AS A BARRIER
1,4
J .
S (N) LANDSCAPING STRIP
S \ `j,.'''/ ,'�'' .� ,s'� WHERE CONCRETE APRON
7 ,/' ,� ! HAS BEEN REMOVED.
\ * 3 Sq.Fy %'' AD. / / ARBORVIT,'�c HEDGE TO BE nate: APRIL 16, 2014
\ PLANTED/CONTINUED
7 �. �' / / �/ 28 S FT OF PERVIOUS AREA
II � I q Issued For:
\. , �`• Ao.4 , / ,' - ( Q EA SITEUTILITIES
lJ &
ON SITE) APPLICATION
CITY OF TIGARD
REVIEWED FOR CODE COMFLI,ANCE
Ns' �. .. Approved, [
OTC:
,/� pennit /�Cj�] -�j� , �} yob No: GA-2013—0005
\ PERMIT SET
/' .,,. Address: Z`
/ G suite#:
1 of 2
B y Dates f -
1CIRCUIT SM: 1 30'--0" - NEW PARKING PLAN @ EXISTING IMPERVIOUS SURFACE ,''' ./ ;/ OFA DOPY A002
a
AO.2 sCALE =
/ I
PERMIT SET o
My OF MARD I ME D FROSINON CORROL D MIMES PERNU
SMUT APPENDIX G Compaction Requirements MAY
5£ YSTTERM
/ TIITRANGLE FILTER FABRIC
----------------
THSPHASING OF DEVELOPMENTFENCE TO ASSURE SOIL IS TRAPPED
MATCH EXIS11NQ MATERIAL I s
TOPWL STRUCTURAL LOT FILL: 4 r � boulderli Win
OR AS M0MCM
i
\E
f 5s I
... ..... i' J5,
ii
Minimum E
IFYEArE MATEAL pcompaction ... 5
F } 4
f I
i
i
F
-j Test method required to determine maximum density T-150 1
i
4. .............
Frequency of density testing in lots 8' lid 3 test for each ' £
2 feet of fill
i INTERLOCKED
I ! 2"x 2' POSTS
RM 8E TION-EMBANKMIENT:
o AND ATTACH PLAN EW �.
(QTS xI AREA. DRAIN
9 I ,� Minimum percent compaction required I0 below of subgrade 0 --- -IIw E R B E R
g6� within 3fi€�f subgrad
ARCHITECT
I CATCH BASIN
Test method required to determine maximum density T-99 car T-180 USE STITCHED LOOPS ���� A
s f.. rrlinimurn OVER 2"x 2' POSTS NOTES:
,, rim: e sly
Frequency sof density testing of embankment 5 lifts 3 tests for �,. 1i,, BURY BOTTOM OF FILTER FABRIC 6"
P' _ FLOW >. . .
' each 2'of embankment VERTICALLY BELOW FINISFIE GRADE,
{ _.�
„ rx
r� ROAD Ems`ON-SUE �tE: pi FENCEPOSTS.
£ ? STEEL Gas
E As � r
SC#TTOI4 i I FLOW
h
Minimum percent compacUlon required 95% � UP14I L SIDE OF OPE, Mrd � � �`% � � g e 4�4 5 f -- �.' I
I f I 1 g¢ ,
4r 4. COMPACT BOTH SIDES OF FILTER FABRIC ����. a°,► � ,
Percent I rr pee Ian required to what dept subgrader l Boat TRENCH,
f
5,. PANELS MUST BE PLACED
Test method required to determine maximum densityAA SHTO T-gt�
6� I�1N Sa l�iN AC�RRc�iNc TO SPACING ON
r MIN I=II oW PRO �,. DETAIL NOW DITCH INLET PLAN MEW ##^"'��
OUTSIDE OF PWS BELL. � Frequency of density testing of subgra a As needed NITS � O
ROAD SECTION-AGGREGATE r.,,,,N,.�au��� „ ,, m.� ,,,, rill sip
r, fir( overlap of bogs,
Fy
FILTER FABRIC MATERIAL Z
� = Minimum percent compaction required g5�� zr i � �, � 1. ADDITIONAL MEASURES MUST BE CO)
35 WIDE ROLLS CONSIDERED DEPENDING ON SOIL
Test methods required to determine maximum density OSH.-D TM 106 car T-99 ,:
2. EIO--FILTER BAGS SHOULD BEql�
TRENCH FOUNDATION
Frequency�€f density tasting of aggregate t� As needed
STAKED WHERE APPLICABLE USING
STABILIZATION, REQUiRECt
ItOAD SECTION-ASPHALT PA`I;IEMEI�T: �� 2P 1 OVER c�EN STAKES OR
AI�PRC`�E� EQUAL PER BA , C� W
MA IMUM` SPACING
FOR IESIGN C INFORMATIONIAE ' FOR FURTHER. INFORMATION
ON DESIGN CRITERIA SEE � Z
Minimum percent compacUon required 92�o WHEN USiNC 30 BIO -BADS TO ON DESIGN CRITERIA SEE
FRONT �
SERVICES
4 OF CLEAN WATER PROTECT A CATCH BASIN YOU DUST CHAPTER 4 OF CLEAN WATER 0. O 11--
NOTE.
ER411�I� P'R£vE1VTICN SER�I€�S DRi I�REITiQI+I
NOTE: ....� AND SEDIMENT CONTROL HAVE 4 BAGS AND THEY SHALL BE (D
Test method required to determine maximum density OSHD TM 306 NTS AND SEDIMENT CONTROL � Z
1.. SURFACING OF PAVED AREAS SHALL COMPLY WITH STREET CUT STANDARD DRAWINCx PLANNING AI�� DESIGN MANUAL. � MANUAL � 2 W
O`�RLAPPEt� Sy S . Pt.AtgII�II:IiI~Ie� AIJR SES
2. JOINTS TO BE TACK AND SANDED. Frequency of density testing of aggregate 5 tests minimum* O
3. SAWCUT SHALL. BE TACK COATED WITH BITUMIN JS ASPHALT EMULSION,
average density �.
INLET PROTECTION W
Pull time Inspection or spat checking of compaction paction Spot: TYPE 4 ■� Q
! � ~� ■r,� W 0
N [ FENCE .lar ��t� Ia elm�xx. ,
UTILITY TRENCH 13ACK ILL:.(Beneath pavement or sidewalk) SEDDRAWkhJC NO. ;� RE1lt� t2�Cs our commitment is Ole", DRAWING NO. 915 �W 92- � IH 0
LL A/M
NO SCAB li w
rf ,, ERIC I II�A1+T1+1 fVT AGUS� P. Du1tNAs �{�+t
CIT.•COMMR�1�1i✓H rialro. N+;}.
�,� � R�VIl,1al�iy'I ., APPENDIX O ��� 5 EROSION CONTROL - SEDIMENT FENCE � a"'
mm. a ll r� 1 BACKED O 7 EROSION CONTROL -- INSET PROTEClON "
F > A IAA.047 A0.4 SCALE: N.T.S.
Minimum percent compaction required for bedding i0% Al .4 SCALE. N.T.S. Q
t , J O w
ic
Minimum percent compaction required for pipe zone 90%
1 SITE DETAIL - TRENCH BACKFILL #- W
A0.4 SCALE: N.T.S. Minimum percent compaction required above pipe zone 95% FOR FURTHER INFORMATION M � d
Off DESIGN CRITERIA`� W ■
CHAPTER 4 OF CLEAN WATER NOTES: ad W
Test method required determine maximum density T-$$ SERVICES EROSION PREVENTION LL
AND SEDIMENT CC�rVML� 1. `a1'r4l:�N lNFALL AAD RUNOFF URB MAIL Y iNSP ECTIONII OF THE ER.OBION Ail 0 SEDIMEN' CONT'(ROLS A ND O18 rRGE ,tl`PAL S MUST t�t�K3VIDED
PLANNING AND DESIGN MANUAL_. SY SOME CE ICNOWLEDCiWLE AND 63 D IN THE P OJPLES, M INSTAWk't IN,AND I,1tA IPR'eWAI t4 OP'LRWIM Anna SEDI� J In 06
Different Requirement for PVC No CONTR=WHI�WORKS 1"HePeRmITTEE. � Z J
w
i{ r% 1. COMTIRUCTION ACTIVITIES MU8T AVOID ORMINI E AVAT1 AND C ATION OF MAREGROUND FRC41 C FR 1 THROUGH MAY M H YEW
SPACING FOR CHECK DAMS
In landscape area
3. DURING'AST WSATHER PEfRIOD,TEMPCIRAR:Y SITASILOATICIN TJ4 SITE MIST�R AT THE 1UND of EACH:WOW DAY. � m
Ka�Yr ;.A4N 40.
u x ,4. BEkIMEHT WN TR MA MUST 14E INSTAL=AI IIS MAINTAINED ON AIS.DOWN-GRADIENT SI OF TIS C"TRUCTI Y 81T`RE AT ALL TRAIN DURIN0
t r WOOD STAKE ADDITIONAL INI`ORMATIOWCOMMENTS: DITCH GRADE �TIRUCTIMr,THEY�T REMAIN IN PLACE U PERI.MEFITV1EGETATION �R I�MWVEM�INOF E� IL IS E A€R Wi . 0 W
6 INCH �
� 1 INCH 9 L3 II�I�M 6, ALL�I€YLETS nall�r :SEDIMENT CONTROLS IF#S°rAA,LEC3 Ai1CI�lA1RirAINS:[l AT ALL T1 GUr41(��d CaeaSTRIITICIN,UNLESS rlTHerr.Yw�E a
PLACE WATTS ALONG SLOPE CONTOURS= *When using nuclear gain,two readings at each site,the second at right angies to the first. APIFROVED:A AW MOU a:TISOANDAT�° I E,U- I FILTER 16 R Iar D FM All IS INW CATCH II U a Z
The two reading vdll be averaged to obtain test density. �� NOT ALLOWED 'I FT O• . 2 FT 0. .
EROELE I e. SIGMFICANr AMOUNTS of SEDIMENT WHICH LEAVES THE SIM MUST 8E CLEANED UP livMTHIPI 24 HOUIRS AND PLACED ON THE Sri AND STA RIL LIED � _ 0
OR Pt'ROPMY DISP D. THE CAUSE OF THE SEDIMENT RELEMS MUST BE FOUND AND PRIVIENTED FROM US A REC#,il�#�F:#dCE OF THE
4 SITE NOTES T E S - COMPACTION M P A C T I 0 N REQUIREMENTS 50/0 NOT ALLOWED 20 FT 30 DISCKAt WITHIN Ti°IG 8AklE 2A, EIS.ANY IN M CLERN UP C SEDIMENT BALL F ��, 0RO1 TO THE OREGON P TMENT � �
� �� . cm
SCALE: N.T.S. °f N'OT ALLOW E:I 26 FT 40 FT T. SEDIMENT MUST NOT BE IBRT'ENTIONAILLY WASHED Ir ID STC fW SEWE ,i3iRAIt E cYAl OR WATER OODIEII. � LO
k
S. BEDIEt9T CFI4dST IIS REMOVED RPIOI+tI II BlIr�9ENT C IRS RAEAtS4lR :NNSI+1 IT HAS REACHED Af MEHI OF"tRC THE IIRIioR HE1CbE iT,
3% 1 FT T 0 FT AND PRIOR rO THE CONTROL IAEA$URES FRED VRL. O
t� t« s J ri ; co
S. CtEANINGR OF ALL STPRUCTIkIREB NTH$UM It ST MOUR WHEN THE SECIIk�iPfP''RETENTION CAPACITY HM EI 6REOUCED BY IRM AND AT
RAE, Cd10 iNLIT OR EXCELSIOR R ,z ' # 2% 2 FT SC I=T 0 FT COMPLETION OF P( ECT.
WATTLES o°s3 �a iL r
11 ANY USE OF TOW cR oTh R HAUS MATE RIALB MW INCLUDE. PER 6TORAt ,APPLICAAT mill,AND DISPOSAL � V.I
k Q
41. THE�r�C�1€i5TRCI &RLYMANAGE L�tAi8TF.5;SSD OILS,COIaTA Edi 8i Tl:ttASTS,SANITARY xhhtl",UClLI1t1
WASTE, l OTHER TOW W88TANC 018 VEI OR GENIsRATECT oUIRi�Gi CON I3CTM.
TAGGER IL THE.APfPUCAtTI RATE CIF PERTH USED TO REESTABL18H VEMATiON MUST FOLloia�?MAN€�FAtCI idP1:P4S RECOMMENDATIONS, W
e � NVrRIEIti°e ERSLgA S FRM FER LI TO WRFAOE'AIAT I I It�IUZED,TIM RE-SAN FERTILI S#�CYIII.,CI Ui AND CARE V=0 � W
f s°
BE MADE IN AP PUCATIM OF P ER`I'ILIZ IRtININ ANY WATER`WAY RIPARIAN ZONE. -r
I a 18. CW ERC R DEMNATED PEMM SHALL 8E RE8P-1 FOR PROPER INSTALLATION AND MAINTENANCE 09 ALL EROSION AND SEDIMENT COWM
6 MENURN,IN AMOROANGE WITH OU€RR r CLEM WATER S�IOU WANDAR08 AND 8T`AT°E,P40 IF�� R R.ATII S.
BARRIER SPACING FOR GENERAL APPLICATION
1+4, PRIOR TO ANY LAl9D f318TE1R81r1t4 AO°I`iVr!`IE8>Tl .d�3LIrICAiRIEB OF THE.CE.EAwR.IRio I.11,11T8r;VEC48t'R`I° BR.lFfRB;AIYD A@I1+SS3+ PFIk R'.APIEt 4sYF44 ON
W. L},�"�, A"+�0'ane A'°i AA(-a THIS PLAN SHALL CLEARLY DELINEATED IN THE FIELD,UNL 8€3THEiRWIN APPROVED,NO DISTURBANCE M PERMITTED8!V0,10 THE
STAKING SPACING 48 _ , �"}I S.I� laCr�t +CI xr CLEARS tTd.TYKE CNBR?PFIRIHIITTEE bAUFIT rYlAllbrr Rel THE t iNERcT+DCw FOR THE CtUTICNR THE�EOT.
INSTALL PARALLEL ALONG CONTOURS A FOLLOWS NOTS:V ETANDC`ORRIDO TCSKDMINEAT `WITHt kN 001ili8TRUCT1OI4FENCSC APPROVEDEQUAL.
PRIOR TO ANY LAND DISTURIIIN91 A"VI'rIE,$,.TrIE SMP8 THAT MUST'8E INSTAL,LED ARE OPAVEL CiONSTRM-irION ENTRANCE,REPCIMET`IEtR SEDWNT
f#7 `i� tS I lJ7 # CCIWROL,, INLET OTt .THUS PS t�liS"#'i*A IN'TAINED F' THE DURATION THE JECT. Revisions:
«II< r�'r1�I . Irf I l% SLOPE SLOPE MAXIMUM SPACING ON SLOPE
}�� *I tO c9 p? W'0'040 C� A w 5 1S. IF VE 7AT`IVE SEM L U04 ACRE.SPOCIFIED, DING 1�911I�'1°TAOM PLACE ICL LATER TOM BEP'TEI, FOIST'tKf TYI , PERCIaN7il OF SED IN Dote: Issued for.
F LOWFLOW
q " std$ 4*4 +tom 10% OR FLATTER '10:1 OR FLATTER 300 FT reEW,ARE IDENTIFIEOON:THE A'L,AiFOOR,A$SPE IED 9Y THE ONION EN€�EINEEK.
G a A. '•# A 17, WATER TI0147 TRUCKS MUST 8E UIED TO TRANSPORT SATURATED$OILS FFR 1'TA CONSTRUCTION SITE,AN APPROVED EOUItVALENT 19 TO DRAIN
>10% OR <15% `,A 10:1 OR <7.5:1 'I 50 FT TM$GIL ON SrM AT A 0101 IATEO LOCATION I&IN€A A PPiIA'�i E St�IW'SOIL MUST SIR DRAINED WFFI�eIEf�°r1.Y FM M IN IFA?I;i.SPILLA G .
,, ,...,» •• «. , .�,.. ..� » �1&"ll++ 18, ALL>PI ING OF'SEGMENT LACE'N MATER MUNT I*CIEOHAR D OVEFI.A.rd UMMSTURSED;PREFE RARLY VI€ TATED AREA,AND 114ROUGH A WAENT°
`1 % OR <20% >7.6:1 OR <5:1 'IDD FT ROI:DUP(LIL FILTER SAO).
w.
TIGHTLY ABMT ADJACENT WATTLI a •" * � "" � � �- K 1"0, THE.E PLAN MUST 8E KEPT ONSITE.ALi;FAF,k5UP ES ShI�ON THE KLAN MUST BE INSTALLED PROF'EFR.Y TO Fm"E TW SEDIMENT LADEN WATER
.1 .'"t + t�I It ' >20% OR <30% X 5..1 OR�. .1 ` F T` DOES �l rr�.A SW �uATOR TIM,��Y: al PROP rl .
s� . THE.EW MEASU TOWN ON T1418 PLAN AIDE THE MINNIUM REQUIREMENTS FOR Af iOIPATc,T�S# C.ONOITit .(SJRINO rHE-CONSTRUCTION
C S OR C r ;g,�. .1 .4 FT PF,�d 00,THESE kl&A�$#3FR SHALL BE UPGRADED ASI DED TO hAA94TA JK CEOMPLiAI4OE wri ALL REOULATit .
21. WRITTEN LOWACJ SUtIC3P..8TEDTsesEMMUTAINEDONSUEAND A4VARAKETHDDIST-0 TINOPWrORSIZ NREWEBT. Dote: APRIL 16, 2014
,�„ Y IE11� izir �+�i��I«.�ir 1C'!!"i +�',Ai'"�+',71I'3A:. 1�`«>�r'i1A:M""JA,i�" a��''S��� 2`a. IN A�S4�ILsECiT TQ Yi+iNCi ERIGN�:I4PRfROPFI�'tE SFflf�S IdUBT EE i3�8 4`«twlt«k`P,}A;Y INCLUDE T'I•tE AF'PLIDA7ION 4�F FIb V#AtT`EdR ffiF'R�iYING'a,PLAcSTic:
a L+`,a 4'-- v0:0.,00'rp ?+`.M ' ."�`'r. tl��►t"tr�j✓ Issued For:
RtHEETF�f.al,I�1llLtlNti; C#TIiI�C AiRI+r�V�1 rnE+A�4lr;`�.
R w r /0440- '�'d•� ReP �w%ar'�rrx� 1,V a+ . ALL SCILS WIRT COVERED DURING WET'a'r°SAT'FI�`R RIOD. SITE & UTILITIES
NOTES: FOR FURTHER INFORMATION ��> . �� r�lc� ��+�8'�� � �,�,� ��a:al� i�+'4+ � �� ` APPLICATION
1= STAKING SPECfFUTit : ON DESIGN CRITERIA SEE � a'i°;�dr�. � ,�. y,�;� 4#41.0t
a. 1"W WOODEN STAKES CHAPTER 4 OF CLEAN WATER
II. ADg1T��IAL. STAI€� MAY INSTALLED ON SERVICES EROSION PREVENTION FOR MORE INFORMATl�r REGARDING THESE TABLES SEE C14APTER 4 TAel.sa AND 4-7 OF
�IiiLL, OF WAT€L�, ON STS SLOPE AND SEDIMENT CONTROL.
OR HIGHLY Er rVE SOILS. PLANNING AND DESIGN MANUAL CLEAN WATER SERVICES EROSION PREVENTION AND SEDIMENT CONTROL DESIGN MAWAL..
z SPACING IN A=WNCE WITH DETAIL 940€ �` f i'�`6it�,0 r"�r0.Sl' �trr,�»jr Ic�P.�
�,� ;��;� GA-2013-0005
Job No:
II � ��� T E
STANDARD E O ION CONTROL L� IPOTESI PERMIT SET
O S1T'E, L_ESHS TI�Ii 1 En%belrrCServicesClea
aelanWaWr Services
" ` DRAWING Ns3. Sot} REVISED 12-ice Our €�r >t lest is�IoSt. 2 O
out >o>3mitmant it algia, ++� ``I �. r � t�E��E� 1 -°� Out er MMItment is sles>_ �
f 2
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