HomeMy WebLinkAboutR-405103Ln
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EEROS10N AN SE0IMENT CON'>i ROL. I<ESG1 STANDARD PLAN NOTES:
7FfF_ FOCLOW"G IS A LISTING OF GENERAL NOTES T#iA_r SHALL BE INCORPORATED IN 7HE fKt0SION AND SEDIMENT CONTFtOL JESC) PLAN SET, ALL THE N071=5 ON THE
UST MAY HOT PERTAIN TO EVERY PROJECT. 1HE A PPL ICANT09 OWNER, HEREBY REFERRED TO AS APPLK., 'r, MAY STFi E OUT IFRRELEVAHTNOTES IF NOT
APPL (CABLE TD THE PROJECT- HOWEVE R THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REPAA"NG KkDTES- 1F AlMiTIONAL. NOTES ARE N EE DED FOR SPECLF IC
ASPECTS, THEY SMALL BE AHED AFTER THE ESC STANCA RC PLAN NOTES.
i. 81EFORL ANY C6NSTRRJCT ION Oft DEVELOPMENT A&MIlTY OCCURS, A PRE-00148TR UCTICN MEETING SHALL ilt HE LID AMONG THE C 1TY OF RENTON, HER59Y
REF-ERRELI `r0 AS THE CI rY, THE APPLICANT, AMTH6_ Apple-icm f S CONTRACTOR-
2- THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY IECCSLOGV� CONSTRUCPON ST0RMWATER GENERAL
PVMIT, IR IT IS REQUIRED FOR TFEE PRE] JECT. THE A'PLICA NT ZMALL PROVIDE THE CITY COP IE5 OF ALL tr NFI70 RING REPORTS PROVIDED TO ECOLOGY
ASSOC:IAT ED 011TH 7HE CONSTRL=104 STC1RMWATER GENERAL P-ERIAIT
3. THE ESEC PLAN SET SlAALI* W-1, ILIDE AN ESC CONSTRUCTION SEOLENC.E DETAILING THE ORDERED STEPS THAT SHALI_ 13E FOLLOWED FROM f_0N3TRUC TION
COMMENCE hIENT TO POST-PRCUECT CLEANU PIN ORDER TO FULFILL PROJECT ESC REMUIREAtENTS.
4. THE BOUND ARIE 5 OF THE CLEARING, LO TS. SENSITIVE; AREAS AND THEIR PUFFFRS, AND AREAS OF Vf GETATiONI PRE$E RVATIOM AND TREE RETENTION AS
PRES+CRABEQ GN THE PLANIS) MAKL4 9E ELEA RLY IDELINEAT ED BY FENCING AND PROTECTED W THE FIELD I N ACCORDANCE MIN APFEN(34X D OF TI TE CITY OF
FtEHIom sugrACE LVArEFk DESIGN MANUAL (F EN ION $WOh•) PRIOR TO 1ME START OF CC MrRUCTIDN.WRING 1ItE CONS IRUC Trarl Ptftm. t+ o I)IS'rt RIlkNCE
BEYOND THE OLEAIIING LIWTS SHALL SE PER MITT EC, THE CLEARIf,EC LILUTS SHALL BE MAINTAWEO BY THE APPLICANTIESI� SUPERV ISOR FOR THE DURATION OF
CONSTRUC-90N.
5. STADC 2En 00N3TR LXTM ENIRAWES SHALL UE IHS1ALLWAI TrC81 It+NIt4GOF,OON3TIRUCTODNAND mkiN rAINEO FOR ItIC llul(ATIC" OF IHE F'ROJCC.7.
ADDITA3NAL 911=ASUR F6. SQ" AS CONSTRUCTED WHEEL WASH SY$rEms OR WASH PADS, UAY BE REQUIRE D TO ENSURE THAT ALL PAVED AREAS ARE KEPT
CLEM AND TRhcK-0uT TO ROAD RWAfT Of WAY DOES NOT OCCUR FOR T HE DURATION OF YHE PROJECT- IF SIDI MENT 15 TRACKED Off SIT1, PUB LIG fTDAIM SHALL
EWE CLEANED 711OWUGMY,Af 1NE LEND OF tACM om. OR I IOFiE €REULIENI LY WHANG WET WEcAT "LIiAS NECESSARY 10 KIE_VLNT SLDIMENT FROM LNTERING
WATERS OF THE ESTATE
S. liMMOUrrROMCONC ETETRuCKsStfAtL616PERF 4i11VIEDOFF•SITEOR04DESIGNA7E000mCRtTEViASHOUT-AFREAi ONLY.DDNOYWASMOUT CONGRCTE
TRUCKS ONTO THE 41101.415. 4R TO STO'FkM ORAINS OP OPEN DITCHES. WSITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN OEMNATED COW-RI~fi£
WASH CT AREAS.
7. ALL RECKAFtED ESC SMPS SHALL BE CONSTRUCIrED AND IN tPERA710N PRIOR TO LAND CLEARING AND/OR OR71+FSTRUCTION TC PNEVENr TRMSPO RTAMON OF
SEDIMENT TO SURFACE WATER. 0"RAGE SYSTEMS N4D I1 ACENT PRROF"TMS, ALL 1_SC BMPS• SHALL BE; MAINTAINED b4 A SATISFACTORY CONDITION UIN71L
SUCH TIME THAT CLEARING AN=R CONSTRUCTION 15 COMPLETE AND POTENTAL FOR ON -SITE ER'45K)N FAS PASSED: ALL ESC BANDS SHALE BE REMOVED AFTER
CONSTRUCTION 19 COIMPLIETED AW THE SITE HAS SEEN STABIOZED 70 ENSL94E POTENTIAL FOR OH-S1 F EROSION E30ES NOT EMS T. 7HE IMMEMENTA,TON,
"MENANCE, REPLACEMENT. EN>•LAKEN ENT, ANO REMOVAL OF ESC SMPS SHALL BE THE RE8PONS1$RL1TY OF THE APPLICANT.
S. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE NNE POTS NTIAL TO POLLUTE RUNOFF SHALL BE 13ISPi5SED OF PROPERLY-
9 THE ESC SMPS OEPICTED ON 7 HIS ORAWR4G ARE I NIE NORD TO BE ml "4mtJm REWIREMENTS 70 MIEE T AWTCAPATE D SITE CANc)i rKm. AS COn1SmUCTm
PR SSE9 AMC UNEXPECTED OR SEASONAL CONDITION8 DICTATE. THE APPLICANT I MLL ANTIKAPATE THAT NORE ESC BMP8 WILL BE NECESSARY TO ENSURE
COMPLETE SILTAnON CONTROL ON THE PROPOSED 81Tfm: DURING THE CCL RBE 4F CONSTRLIC' KVt IT SFIALL 8E THE OBLIGATION AND Ac-SPONSi S K IT Y DF lHF
A I Are }
APPLICANT TO AODRE SS AT+IY NEW R ONI3 THAT 1�IAY BE CREA7ELI B1' 7HE ACTIVRT IE6 AE+ld T4 PT�OVIDE AD[74TIC'I�EAL ESC BAAPB. OVER E ABOVE MFN IlAUM
FRFQIJIREMENT$, A$ MAY Or; NEEDED. TO PROTECT AMIACIEW PROP ORTIE $ AND WATER OUALMY OF YWE RECEIVING ORAhNAOE SYSTEM-
IC. APP R(WAL OF THIS PLkN IS FOR ESC ONLY- IT DOES H07 CONSTOUTREr AN APPROVAL OF STORM D;tAWAGE GE$IGN. SIZE NOR LOCA.TKW OF PIPES. RES7FIC70RS.
GHAKNEI.S, QR ITOR MWATER FIroILITiEa
11. AMf DEWATERIN SYSTEM HEfiESSMY FOR THE CCNS7RUCTIDN OF $TORWOVATER AC1� F ETIES SHALE 9E SU M17TE€] TO THE CITY FOR VIEWARNO APPROVAL
O 8 E OVAL
12 ANY AREAS OF F; iXPOSED : Mr% to 0J0lNi3 RGAI)WAY L b IELANKIAF_NTS, I HAT WILL NOT FLE DISTURBED foR TWO DAYS DURING rHE VIIET SEAM {OCTOSER 1ST
IHP4WGH AMIL 307H) OR SEVEN DAYS CrURI NR5 i FIE DRY SEASON (WILY 1ST THROVQH 0 EP7EMItER 30TH) SHALL BE IT. ME;OIATELY S TABRLI M WITH THE Ap+PF1011ED
ESC COVER ME T#10D8 JE.G., SEEDRHT3- MULCHING, PLASTIC COVERING, ETC.I IN CONFORMANCE WrFH APPENDIX 0 OF THE RE WrON SSMIDM.
13 WET &E-A,&ON ESC FREiCIOREMrzNTVm AMY TO ALL CONSTRKTION SITES 9E3WF6N QCTOBER ISTJVMAWIL 30TH. UM,1 86 0Tl-1ERVASF! APPROVED BY THE [CITY.
14 ANY +SREA NEEMNG ADDITIONAL ESC MEASURES, NOT REOURNG tWEDIATF ATTENTION, SHALL BE ADDRESSED WI7Hk4 SEVEN 44 DAYS
15. THE ESC IMAPS ON IRAC,TWE SITES SHALL BE IIl$pKWI40 AND MAKrAIINED AT A MINIIaUM OF ONCZAMONTH OR KITHIN 24 HOURS FOLLOWEMG, A STCR" E E NT
WPlFCn0hj AND MANTENAMCE SHALL OCCUR MORE FRE4 UENTLY AS REQUIR EU BY THE CITY.
16. BEFOR E 00 WAENCI N(ENT CF ANY CONSTRUCTION ►CTIVITY, CATCH BASIN rN S E RTS PE R THE CI TY STANDARD PLAN 210.30 SkrALL $E PRQVIp1ED FOR ALL STORM
DERIUN INLETS DOWNSLOP E AND wVTTF N Soo F EET OF A MSTuRBE D OR CM AS TRUCTION AR EA. UNL E5S WE ftuNCFF T HAT ENTERS T HE IMeT WILL BE 00mv EYel3
TO A SEDIMENT POND OR TRAP: ALL CAI CF B.ASW 1NISER rS S11At L Oki PE Ft 10DIf.;ALLY IN S PF-C T EO Am 1,wPLACED AS NECE SSARY TO RENSLA#F_ FULLY FVW TIONRNG
CIONDFTION,
ll. AT NO 7WE SHALL SEOIMENTACCUMLOLATION EXCEED 2t7 OF 7HE CAPACAl Y OF THE GATCH BASIN 5t". ALL CATCH BASINS PM CCHVEYMCE LFNES 8HALL 13E
CLEAHERT PFROR TO PAVFNO- THtr CLEA•MN€T OPERATION %4JVLk NOT FLUSH BE R3IIAE,NT•LADE:N'WAT FR IMTO TI4E DOWN EA ILEAµ SYST£1A
lig. ANY PVAMANEN T S'I WUWATE R FACRIM LOCATION USED AS A TEMPGRkPtV s TTL INC. BASIN SHALL 6E MO DEFII=D WITH THE HECE;SSARY ESC $MPS AND SHALL
PROV0r; ADEQUATE, STORAGE CA&PACIT't, IF THE TEMPORARY FAaL$7V M TO tJI 7IMATFL,Y FUNIC7kW AS AN 4"r11 TRATION SYS7EM IN ITS PERMANT'NT STATE, THE
TENIPWARY FAMLITY SHALL A ROACH 01 ACCO SO Y1IA7 YHE ROTTOM AN13 SLOES AR AY LEAST YHR U PELT {COVE THE FmAL Cit2J4t]I= OF 774E P€RMA?4NT
FACISrY.
10- AREAS DESIGNATED -ON THE PLAHISjCONTAINING EkISUNGSTORNWATERFACILITIES0RON-SITE RWS(AIWENOE0SOILS. 910RETENT10N,P'ERMEAB4F,PAVEMENf,
ETC.) SHALL BE CLEARLY FENCED AND PR07ECTEID USING ESC 91AP5 TO ^V040 SE IN Idi NTATION AND ONWAC7I0N DUR INO C(3NS7RUCTK)N.
20. PRIOR TO THE BEGINNING OF THE WET SEASON IOO OBER 1STD, ALL DISTURBED ARFAS S#IAI.( HE INSP'ER;TE,D TO 0E.NTIFY WHICH CMES SHALL HE SOOMCCI OR
SEt!DFD IN I PrARA'FION THE VaNTFR RAINS 097URSE DARC SHALL.8E SOLICED OR SEEM VATHEN ON81NEEK OF THE BE00"NG OF THE MT REASON.
AN EXHIBIT OF THOSE AREAS TO BE SOLIDER) Obi aEER] ED AND THOSE AREAS TO RE MAIN UN=VEAEU SHALL BE SUBMITTED TO r HE CITY FOR REVIEW
21. P4;IOR TO FIIHAL EOHSTRVGTION AGC.EPTAHG E. THE PROJECT $TTT_ S.� PF STMIOZI D TO PREVENT SE(71MENT-1ADEN WATER FR0P L F.AVHNG THE PROJECT SITE.
ALL E S C E3Un S HALL BE REDO, AND STO RMWATEFR CONY€ YANCE SYSTEMS, FACILITIES, AND ON -SITE UMPL5 SHALL. BE RESTORE.Q TO THEIR HILLY
FUFFOT IONING CONDI-TION. ALL DISTURBED AREAS OF THE: PROJECT SITE SHALL BE VEGETATED OR07MRMSE RPEAAAANEWFLY STABILIZED. AT A MINIMUM.
IN$TURaEO AREAS SHALL BE 3000ED OR SEEDER} A40 MULCHED TO ENSURE THAT SUFFICIENT C NERWILL DEVELOP SHORTLY AFTER FINAL APPROVAL: MULL.'H
WITHOUT SEEDING IiS ADEOUA-FE FOR AREAS TO ETE LAmD8cAPEC sEFORE= CICTQBEIR 10-r
72. ROCKERIES ARE CQM51DF-RED TO BE A METHOD O F BMK STABiUZATION AND ERAS ION CONTROL. ROCJSERIES S HALL NOT BE GQNSTRXTED TO SERVE; A3
REFAINING WALLS- ALL ROCKERIES IN Cr Y ROAD RiGH7'S-CIF-WAYSnALL BE CONSTFtuC'tM IN ACCORDANC-I< WfTH CITY STANDARD& RUCKERIE S OUTSIDE OF
RCM RIGHTS -OF -WAY SHALL BE CON-5TfWGTE4IN lC'C9RDM4; EV41H 1HEi INTERNATICINAL SOLOING =t.
UNLESS 0y"MWIM NUT[ 0. DRAWING 13 NOT TO SCALE (NTSy
STD. PLAN - 268.0I�
OR]PUBLIC WO K ER ION AND EDIMENT CONTROL lsrya b_
DEPARTMENT STANDARD PLAN NOTES GAZ
CONSTRUCTION SEQUENCE
1. PRE -CONSTRUCTION MEETING.
2. POST NOTICE OF CONSTRUCTION ACTIVITY SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR.
3. FLAG OR FENCE CLEARING LIMITS.
4. INSTALL CATCH BASIN PROTECTION IF REQUIRED.
5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S).
6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.).
7. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING
AND GRADING FOR PROJECT DEVELOPMENT.
8. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF RENTON EROSION AND SEDIMENT CONTROL STANDARDS.
9. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE
CONDITIONS CHANGE SO THAT THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY OF RENTON
EROSION AND SEDIMENT CONTROL STANDARDS.
10. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAY DURING
WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING, OR EQUIVALENT.
11. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN 7 DAYS.
12. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. UPON COMPLETION OF THE PROJECT, ALL
DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF APPROPRIATE.
13. UPON COMPLETION OF THE PROJECT. ALL DISTURBED AREAS MUST BE STABILIZED AND BMP'S REMOVED, IF APPROPRIATE.
Encompass
ENGINEERING & SURVEYING
Western Washington Division
165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 • Fax: (425) 391-3055
Eastern Washington Division
407 Swiftwater Blvd. • Cle Elum, WA 98922 ■ Phone: (509) 674-7433 • Fax: (SO9) 674-7419
�MES
OF WAS�II��
• 5 10 20
..�
I �
SDCB (SOLID LID)
RIM- 424.21
iIE 12" CMP (N)=420.81
IE 12" CPP (E)=420.91
IE 12" CMP (S)=420.71
I SSMH
RIM=424.95 I1 SDCB FILTER FABRIC PROTECTION NOTE
IE 8" PVC (N)=412.55 1 / RIM=423.99
IE 8" PVC (S)=412.35 \ IE 12" CPP (W)=421.59 FILTER FABRIC PROTECTION SHALL ALSO BE
i s,a INSTALLED ON PROPOSED DRAINAGE STRUCTURES HERON GLEN CONDOMINIUM
SDCB WHICH HAVE OPEN LIDS AND MAY NOT BE VOL. 119, PGS. 77-79
RIM=423.69 I TRANSITION TO REMOVED UNTIL FINAL STABILIZATION. VOL. 121, PGS. 99-101
IE 12" CMP (N)=419.94 s a ROLLED CURB TO
' IE 12" CMP (S)=419.89 SOUTH AND EAST PROVIDE FILTER FABRIC
PROTECTION PER C.O.R. SDCB
s \ 1 SDCB 33' LONG STABILIZED STANDARD PLAN 216.20, TYP. RIM=421.08
EX. HYDRANT G� 1 0/ RIM=422.36 CONSTRUCTION ENTRANCE PER (SEE NOTE) IE 12" CPP (NE)=415.33
\ IE 12" CPP (E)=414.01 C.O.R. STANDARD PLAN 215.10 IE 12" CPP (E)=415.23
a s IE 12" CPP (W)=413.61 IE 12" CPP (S)=418.08
/ °tea IE 12" CPP (S)=(CAN'T SEE PIPE) SSMH SDCB IE 12" CPP (W)-415.08
1 \ RIM=422.23
�s EX. HYDRANT RIM=419.83
\4 / SDCB IE 8" PVC (N)=412.53 IE 18" CMP (N)=417.73 SDCB PROVIDE SILT FENCE
2A / RIM=421.64 E 8" PVC (E)=412.38 RIM=420.41 AS NEEDED, SEE C.O.R.
`s j c� E 12" CPP (N)=419.74 E 8" PVC (W)=412.23 IE 8;' CMP (E)=418.38 IE 12" CPP (N)=418.16 STANDARD PLAN 214.00
W. / y TREE TO BE IE 18 CMP (S)=417.33
REMOVED, TYP. / °s a s°\ a. a s.. CONCRETE S6EWALIK°
�� s _ w wASPHALl ROADWAY w w "N- w w w w w w w w w/ w
(V /. _.w. W. .Sow -w .o w w. �w -w �w w
o. /.
4
N
N
2
i' 2 /
5
0
. . . . . . . . . . . SE i70i STREE78.0' WIDE EASEMENT < /
! FOR ROADWAY
k I/ 3 SO REC: NO. 4830148 &
\ 50. . . . /. . . REC. NO.. 1884562 .
SSMH Gp _ T \. �. S . s s.s s s. s. S s. s s.s s. s _s s s s. s _s -S.-S _�_s .s
°
S
RIM-423.36 'A �. \\
./ . . N89'53'02"E 212.1.1 EX. EOP . .
IE 8" PVC (N)=411.66 0 3
IE 8" PVC S-411.56 \ T7 >
( )- / �� 1 wcR ,. No N IGN
IE 8" PVC (W)=411.66 /
IE 8" PVC (NW)=411.76 41
flT
SDMH
RIM=422.78 se
IE 12" CPP (N)=418.98 ---- ----
IE 12" CPP (E)=413.28 �. N ., ASPHALT.
EX. TREE TO N.
\.. /
IE 12" CPP (S)=413.48 °
s REMOVED, TY r / DRIVEWAY I /
SSMH 3 a
RIM=42272
IE 8" PVC (N)=411.92
IE 8" PVC (E)=411.92 a 3 1`' \ - -°� °ffRCK BRICK �al� \
IE 8" PVC (S)=411.72
I TAX PARCEL
3 PROPOSED BUILDING LOCATION o /
LV 1 I s I 292305-9�6 c\ I /
SDCB Z I. \ ° HOUSE FFE-423.43
' GARAGE FFE-422.39 / o II
RIM=422.03 GRAVEL I _
° z
IE 12" CPP (W)=419.43 Q I - �I I 2 j� DRIVEWAY
oo
cl
L - - - IE 18" CMP=417.55
DEC
3 16 18'
423 ` / / - _
-J _ Lam' r / - �
W 1 } \ � / CONCRETE / 14"/ L't3
v 10' WIDE SANITARY SEWER m Q WALL i / / �� i
EASEMENTS, REC. NOS. w
'45 '` ! 7809190170 & 7810180107
(EASEMENTS WERE CREATED 3 ;\ o RIGHT TURN
PRIOR TO 12' RIGHT OF WAY NO OUTLET
Q�p j j Do
SIGN
CONVEYANCE) � o cD
38285
IST
12/26/ 1
00 I
TAX PARCEL
TAXPAR CEL
1 so
N
N
EASEMENT TO OWNER OF
292305-9028
292305-144
TAX PARCEL 292305-9026
L
"FOR PURPOSES DEEMED
to
APPROPRIATE" BY
TESC LEGEND
SURVEY LEGEND
® FILTER FABRIC PROTECTION
(M)
MEASURED
❑ T TELEPHONE RISER
C.O.R.
CITY OF RENTON
SIGN POST
X X SILT FENCE
(R1)
REFERENCE RECORD OF SURVEY,
SD SD STORM LINE
CLEARING LIMITS
REC. NO. 201305OB900002
s s SEWER LINE
FFE
FINISHED FLOOR ELEVATION
TREE REMOVAL
(D ELECTRIC METER
R- 405103
WCR
WHEEL CHAIR RAMP
UTILITY POLE
PR 1 8000280
N
WATER VALVE
FIRE HYDRANT
COTTONWOOD TREE
B18003060
PINE TREE
®
WATER METER
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
REDWOOD TREE
SEWER MANHOLE
STORM MANHOLE
MAPLE TREE
DEVELOPMENT ENGINEERING
TREE (DECIDUOUS)
❑
CATCH BASIN
swarlick 04/24/2019
ASPHALT
o
MAILBOX
CONCRETE
JUNCTION BOX
TELEPHONE MANHOLE
SURVEYED:
SCALE:
DATE:
SDM
„ ,
1 -20
vONTAL:: NAVD 1981
HORIZONTAL: NAD 191988 1
q CITY O F
I
JDL DUPLEX
04 05 19
/ /
4
REVISED PER CITY COMMENTS
CJM
4.5.19
CJA
DESIGNED:
DRD
FIELDBOOK:/
3
REVISED
PER
CITY COMMENTS
DRD
12.28.18
CJA
DATUM
RENTON
Planning/Building/Public Works Dept.
TESC & TREE REMOVAL PLAN
PAGE' NA
2
REVISED PER CITY COMMENTS
DRD
11.13.18
CJA
DRAWN:
DRD
ONE INCH
DRAWING N0:
17707
1
REVISED PER CITY COMMENTS
DRD
8.29.18
CJA
CHECKED:
TJR
AT FULL SCALE
IF NOT ONE INCH
NO.
REVISION
BY
DATE
AP P R
SCALE ACCORDINGLY
APPROVED:
SHEET: OF:
CJA
3 8
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•
IN
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