HomeMy WebLinkAboutR-382304m
LL
0
0
0
m
m
c -i
0
N
N
v
m
N
v
m
CD
v
Ln
LuLu
0
m
0
0
0
N
EROS/ON CONTROL NOTES
1. ALL WOiRK AND MATERIALS SHALL BE IN ACCORDANCE W in CITY Of RENTOV STANDARDS ANO SPECIFICATIONS
AND APW4/4540T 2012 STANDARD SP£CIFICA TONS FOUR ROAD, BRIO AND MUNICIPAL C6WS7RUCT16W
A COPY OF THE CITY OF RENTON STANDARD SP£CIFICATIOrVS AND DETAILS SHALL BE 6W -SITE AT ALL 77MES.
2. ALL L 0CA71ONS OF EXISTING UTILITIES SHO WV HEREON HA VE BEEN ESTABLISHED BY FIELD SURVEY OR 0,6TA/NE0
FROM A VAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APFROXIMA TE AND NOT NFCFSSARIL Y
COMPLETE. IT /S THE SOLE RESPOWSIBILITY OF THE CONTRACTOR TO INDEPENDENT! Y VTRIFY THE ACCURACY
OF ALL UTILITY LOCATIONS SHOMN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOMV
HEREON #RICH MA Y BE AFFECTED BY THE IMPLEMENTA TION OF THIS PLAN. THE COWTRA C7OR SHALL CONTACT
THE UNDERGROUND U77LIl7ES L OCA T/OW SERVICE (1-800-424-5555) A T LEAST 48 HOURS PR/OR TO
COWSTRUCTION. THE ONVER OR HIS REPRESENTA TINE AND THE ENGINEER SHALL BE COWTACTED IMMEDIA TEL Y
IF A CONFLICT EXISTS.
3. THE CONTRACTOR SHALL COORDINATE W TH THE APPROPRIATE UTILITY C6MPAN/ES F5' CAPPING, ABANOOW/NG,
AND/DR REL OCA TING AFFECTED WATER SANITARY SE1R, GAS, POWER, T£L£PH01N£, AND CAB!£ T V. PR/OR
TO GRADING AC77VIl7ES.
4. A C6PY OF THESE APPR0VED PLANS AND CITY OF REN76W STANDARD SPECIF/CA TIONS AND DETAILS MUST BE
ON THE JOB SITE ;W6NEV£R CON5TiRUC770N /S IN PROGRESS.
5. APPROVAL OF THIS PLAN /5 FOR THE ER0516W/SEDIMENTA TION CONTROL FACIL IBES 6k Y. IT DOES NOT
C6 VS77TVTE AN APPROVAL OF THE STORM DRAINAGE DES/GN, NOR SIZE OR L OCA 776W OF PIPES*
R£STRICTORS, CHANNELS OR DETENT16W FACILITIES.
6 ALL GROUND CODER OUTSIDE CLEARING LIMITS SHALL REMAIN UNDISTURBED. SPECIAL PROTECTIVE' FENCING MAY
BE REQUIRED IN CERTAIN AREAS. PRIOR TO MA55 CLEARING OF THE SITE, CLEARING LIMITS AND IN/TIAL FRO516W
CONTROL MEASURES SHALL BE INSPECTED BY THE CITY.
7 ALL REQUIRED EROSION/SEDIMENTA TION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERA T16 PRIOR
TO ANY LAND CLEARING AND/OR OTHER CONSTRUCnOW TO INSURE THAT SEDIMENT -LADEN WA TER DOLS NOT
ENTER THE NATURAL DRAINAGE SYSTEM OR DAMAGE DOWNSTREAM PROPERTIES. ALL EROSION/SEDIMENTATION
CO) VTROL FACILITIES SHALL BE MAINTAINED IN A 5A TISFACTOR Y C6WDIT16W UNTIL SUCH TIME THA T CLEARING
AND/OR CONSTRUCTION /5 COMPLETED AND THE POT£NnAL FOR OV -SITE EROS16W HAS PASSED.
IMPLEMENTA TION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THE EROSION/SEDIMENTA TIOW CONTROL
FACILITIES SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. REFER TO THE CONSTRUCTIOV SEQUENCE,
FOR ADDIl76NAL DETAILS.
8. THE EROSION/SEDIMENTATION CONTROL FACILITIES DEPICTED ON THIS DRAiWNG ARE INTEN0E0 TO BE
MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CO) &T16WS. A5 CONSTRUCTION PROGRESSES AND
UNEXPECTED OR SEASONAL CONDITIONS DICTA IE; THE PERMITTEE SHOULD AN77CIPA TE THA T MORE
EROSION/SEDIMENTATION CONTROL FACILITIES MA Y BE NECESSARY TO INSURE COUPLET£ SIL TATIOW CONTRA
ON THE SIT£. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE 0&16A X ANO RESPOWS/BILITY
OF THE PERMITTEE TO ADDRESS ANY NEW C6 WDIT16WS THA T MA Y BE CREA TED BY HIS ACTIVITIES AND TO
PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE' MINIMUM REQUIREMENTS SHONW, AS MA Y BE NEEDED TO
PROTECT ADJACENT PRARERTIES AND THE WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEA/. Tw CITY
OF REN TO) V INSPECTOR MA Y DETERMINE THE NEED FOR AND EXTENT OF ANY ADDITIONAL FACILITIES.
9. ;WERE POSSIBLE, NA 7ZIRAL VEGETA TION SHALL B£ MAINTAINED FOR SIL T 06KRAL AND TO MINIMIZE
EROSION.
10. ALL EXPOSED SOIL SHALL BE STABILIZED BY SUITABLE APPLICA TION OF BEST MANAGEMENT PRACTICES
(BMPS), INCL UDING BUT NOT LIMITED TO SOD OR OTHER WGETA TION, PLASTIC COW -RING, MUL CHING, OR
APPL ICA TION OF GRA VEL BASE OV AREA5 TO BE PA VED. ALL BMPS SHALL BE SELECTED, DESIGNED ANO
MAINTAINED /N ACCORDANCE *TH THE APPROWD MANUAL. CONSTRUCTION ACTIVITIES MA Y BE SUSPENDED
DURING THE RAINY SEASOV (OCT. 1 THROUGH APR. 30) FROM MAY 1 THROUGH SEP7FMBER 30, NO
UNWORKED SOIL SHALL REMAIN EXPOSED FOR MORE THAN 7 DA YS: RAINY SEASON mw/( GU/OELINES MA Y
ALSO ADPL Y.
11. ALL AREA5 TO BE SEEDED SHALL BE CUL TIVA TED TO THE 5A TISFACT/AN 6F THE ENGINEER. THIS MA Y BE
ACCOMPLISHED BY DISCING RAKING HARROiWNG OR OTHER ACCEPTABLE MEANS. IMMEDIA TEL Y FOL LOtWNG
FINISH GRADING, PERMANENT VEGETA TION (CONSISTING OF RAPID, PERSISTL'NT AND LEGUME) SHALL BE
APPLIED A T A MINIMUM RA TE OF 120 POUNDS PER ACR£. THE SEED SHALL CONFORM TO THE STANDARDS
FOR %fRIIF/E0" GRADE SEED OR BETTER, AS OUTLINED BY THE STATE OF WASHINGTON OEPARTM£Nl OF
AGRICUL TURF "RULES FOR SEED CERTIFICA TION, " LATEST EDITION. THE MIX SHALL CONFORM WTH CITY OF
RENTON STANDARDS AND SPECIFICA TIONS.
12. A MIN/MUM 3 FOOT HIGH TEMPORARY FENCE SHALL BE CONSTRUCTED AROUND ANY POND USED FOR EROSION/
SEDIMENTA TION CON TROL WHERE !T CAN BE EXPECTED THA T THE WA TER DEPTH N!!L EXCEED OWE FOOT.
13. IMPERVIOUS SURFACES (ROBS, STREETS, DRIVFWA YS, FTC.) SHALL BE DIRECTED INTO THE C6 MPLF7F0
STORM DRAINAGE SYSTEM AS SOON AS POSSIBLE.
14. 9L TA TIOV C6TRAL AREAS SHAL L BE RETURNED TO ORIGINAL GROUND COWDI XWS OR BROUGHT TO FINISH
GRADE A T THE PROIfCT S COMPLETION. ANY PERMANENT STORM DRAINAGE FACILITIES USED FOR EROSION/
SEDIMENTA 77ON CONTROL SHALL BE CLEANED PRIG? l0 PROJECT ACCEPTANCE. SEDIMENT SHALL NOT BE
FL 0SH£0 D0iNV5TREAM INTO EXISTING CLEAN STORM SYSTEM.
15. THE COVTRACTAR SHALL BE RESPONSIBLE FOR PROVIDING ADEOUA If SAFEGUARDS, SAFETY DEVICES,
PROTECTIVE EQUIPMENT, FLAGLfRS AND ANY OTHER NEEDED ACTIOWS TO PROTECT THE LIFE, HEAL Th;
AND SAFFTY OF THE PUBLIC AND TO PROIE"CT PROPERTY /N C6NNEC776N M1TH THE PERFORMANCE OF
NVRK COVERED BY ILMI C6 V77RAC7. ANY NVRK WITHIN THE TRAVELED RIGHT-OF-WAY N/LL /REQUIRE C/TY OF
R£NTON APPR0WD TRAFFIC CONTROL PLAN.
16. ISSUANCE OF THIS BUILDING PERMIT BY THE CITY OF RENTON DOES NOT RELIEVE 7 HE O)OVER OF HIS
CONTINUING LEGAL OBLIGA 77ONV AN%R LM81LITY CONNECTED WITH STORM AND SURFACE WA TER DISPOSITION
AND FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGA XW FOR THE PROPER FUNCT16WING
AND MAINTENANCE OF THE SYSTEM PROVIDED.
17. ALL DE1TN77OV AND OU7FALL WORK MILL BE COMPLETED AND FUNCT/OVAL BEFORE ANY PA VING.
18. SEDIMENT COWTROL FACIL177ES SHALL BE INSPECTED Nf£KL Y AR AF7FR A RUNOFF -PRODUCING STORM FWNT
DURING THE DRY SIASOV AND DAIL Y DURING THE NET SEASON. THE /NSPECTIOW FREQUENCY FOR STABILIZED,
INAC77VE SITES SHALL BE DETERMINED BY THE CITY OF R£NTOV INSPECTOR BASED OV THE LEWL OF SOIL
STABILITY AND POTEN 77AL FOR ADVERSE ENVIRONMENTAL IMPACTS.
19. FIL TER FABRIC FENCE TO BE INSTALLED AS DIRECTED BY CITY OF RENTON INSPECTION.
20. MAXIMUM OFEN TRENCH LENGTH SHALL BE 300'
NW 1/4. NW 1/4, SEC. 20, TWP. 23 N.. RGE. 5 E.. W.M.
CONSTRUCT/ON SEQUENCE
21. BEFORE ANY awsT RUC17AN OR Di-wL ARMENT ACTIVITY OCCURS, A PRECONSTRUCT/ON MEETING MUST BE HELD WITH THE 1O SCHEDULE AND A TTEND A PRE -CONSTRUCTION CAWFERENCE WIN THE C/TY 09F Rtmov..
C/TY OF R£NTOIN, PURL/C SKS DES/GN ENGINEER.
2a FLAG THE LIMI TS AF CLEAR/NG, INS TALL FIL TER FABR/C FENCE ifN£R£ SHOI!!V AW PLANS. INSTALL ETHER 42" OIRANG£
22. AL1 LIMITS OF CLEAR/NG AND AREAS OF VEWTA flON PRESERVA XYV A5 PRESCR/BED OYV THE PLAN(5) SHALL BE CLEARL Y SAFETY FENCE OR FIL TER FABRIC FENCE AL 6 W ALL OTHER LIMI TS OF CLEAR/NG NHERE FIL TER FABR/C FENCE /S NOT
FLAGGED /N THE FIELD AND 085ERVED DURING CONSTRUCTION. DEL/NEA TED. o
23. DURING THE TIME PERIOD OF OCT08ER 15T THROUGH APRIL 30Th, ALL PROJECT DISTRIBUTED 50/L AREAS GREATER THAN O CONSTRUCT THE TEMPONPARY ROCK LINED CONSTRUCTION ENTRANCE.
5, 000 SQUARE FEET, THA T ARE TO BE LEFT UN- NARKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MUL CH, a CONSTRUCT THE DETENTION VAUL T. CONTROL STRUCTURE, OUTLET PIPE AND OUTFALL PROTECT/OW. SEE SHEETS C4.01 &
5 DOING OR PLASTIC COWRING. C4.31 FOR DETAILS. INSTALL FIL TER FABRIC PROTECTION OV NEN! Y CONSIIRUCIFO CATCH BASINS AND EXISTING CATCH
BASINS AS DESIGNATED OV SHEET C2.01.
24. IN ANY AREA WN/CH HAS BEEN STRIPPED OF 12r6ETA 71
'C ANO JWER£ NO FURTHER IVRK 15 ANTIC/PA TED FOR A PERIOD
30 DAYS OR MORE, ALL D15TUR80 AREA5 MUST BE IMMEOIATEL Y STABILIZED w 7 MULCH/NG, GRASS PLANTING oR OTHER 5O BEGIN CLEAR/NG AND GRADING NHILE EXTENDING TEMPORARY /NTERC£PToR SWAL£S. BRING THE SITE TD SUBGRADE,
APPROVED EROS%OW CaVIWOL TREATMENT APPLICABLE TO THE LIME OF YEAR. GRA55 SEEDING ALOWE MILL BE ACCEPTABLE INSTALL UTILITIES. HYDRO5,6-£0 AS SOON AS PRACTICAL.
OVL Y DURING THE MONTHS OF APR/L THROUGH SEPTEMBER, /NCLUS/VE SEEDING MA Y PROCE£0, HOMEt2rR, w i£NEt2rR IT /S z
6 STAB /Z£ /L ALL AREAS GWCE F/NAL GRADES ARE ESTABL/SHED BY SUITABLE APP!/CAT/ON OF BMPs BY HYDROSE£0, SOD,
/N THE INTEREST OF THE PERMIT££, BUT MUST BE AUGMENTED WITH MUL CH/NG, NETTING OR OTHER TREA TM£NT APPROVED O
BY THE CITY of RENTON, OUTSIDE Tmf, SPECIFIEO TIME PEROD OR SIMILAR METHOD
7� RFMOVF £ROS/0V CONTROL FACIL IT/£S EXCEPT INLET FIL T£RS. (aw Y WHEN APPROWD BY C/TY INSP£CTO ) •�� N ..
25 FOR ALL EROSION/SEDIMENTATION CONTROL PGWDS 1W£RE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE /S �;•�Gto •.,
8
R£QU/RED WITH AMIN/MUM HEIGHT OF THREE (3) F££T, 3. • 1 SID£ SLOPES. PA VE ROADWA YSO
26. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 24 FEET X 50 FEET X 8 INCHES OF 4 TO 6 /NCH QUARRY SPALLS SHALL 9 REMOVE INLET FIL )FRS NHEN THE POTENT/AL FOR GW-S/T£ £ROSI(�YV HAS PASSED
BE L OCA I0 AT ALL POINTS OF PEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION 51TE.
jo-� AN T TEM PRI T CLE S ORM SYS 6R 0 USE. DO NOT FL USH CLEAN/NG WA TER DONIVSTR£Am..
Ti TEMPORARY BMP S CAN B£ REMOVED ONL Y AFTER PROXCT /S C6WPLETF AND RISK OF 9L T LADEN WA TER LEA VJNG TH£
SITE HAS PASSED
c
S TORMWA TER POLL LITION PREVENT/ON NOTES a
1. NO L/QIU/OS INCLUDING PETROLEUM PRODUCTS, FUEL, SOL VENTS, DETERGENTS, PA/NT, PEST/C/DES, CONCRETE ADM/XTUR£S, WET WEATHER CONSTRUCT/ON NOTE.` co W
FORM 0/LS, ETC SHALL BE STORED OW SITE. � o. �, >
Cie
ALL PROXCTS MARK/NG UNDER A DRY SEASON TESC MANAGEMENT PLAN SHALL BE SU85TAN71ALL Y o �
2. ALL POLLUTANTS, INCLUDING WAST£ MATERIALS AND OEMOLI770YV DEBRIS, THAT OCCUR 6 V V-51TE DURING CONS TRUCT/ONCG'MPLETE 8Y SEPTEMBER 30TH TO AVOVD /MPIEMENlAT/OYV Gf RAINY SEASON CGWSTRUCTiAN a'. a
SHALL BE HANDLED AND DISPOSED OF /N A MANNER THAT DOES NOT CAUSE COWTAM/NAT/GW OF STORMWATER.RE0111R£M£NTS. PROUCCTS THAT MILL NOT BE SU85TAN71ALL Y COMPLETED BY SEPTEMBER 307H SHALL a y ``
SUBMIT A SEASONAL SUSPENSION PLAN AND/OR #fT NFATH£R PLAN PREPARED IN ACCORDANCE W7H 64 °
3. ALL FUELING SHALL BE PROVIDED BY A FUELING TRUCK. NO FUEL SHALL BE STORED ON SIT£. THE GENERAL STANDARDS FAR RAINY SEASON CLEARING / GRADING, FAR APPROVAL BY THE CITY OF
4
RENTOW. AN APPROVED PLAN MUST BE A VAILABLE BY SEPTEMBER 1ST. ALLOW 7 #LARK/NG DA YS FAR A ; co
4. ALL V£H/CLE MAINTENANCE AND REPAIRS SHALL BE OAWE OFFSITE. EACH REVIEW PERIOD THE APPROVED PLAN MUST BE IMPLEMENTED BY SfPT£MBER 15TH. IF NO PLAN co ?
5. CONCRETE WASTE SHALL BE HANDLED AS LISTED.- HAS BEEN APPROVED BY SEPTEMBER 1ST, THIN 5T0P NARK AND SECURE THE SITE AGAINST EROSION, ~- m .c*j� z
NO FURTHER NARK MLL BE PERMITTED UNTIL MA Y 157, WHEN TH£ DRY SEASON RETURNS. Z
A. UNUSED CONCRETE REMAINING IN THE TRUCK AND PUMP SHALL BE RETURNED TO ORIGINA TING BA TCH PLANT FOR Q
RECYCLING
CLz
B. CONCRETE TRUCK CHUTES, PUMPS, INTERNALS, HAND TOOLS INCLUDING, BUT NOT LIMITED T0, SCREEDS, SHOWL5, •
RAKES, FL OA T5, AND TRO NFL S SHALL BE WASHED OFF ANL Y INTO FARMED AREA5 A WAITING INS TALL A T/AN OF
CONCRETE OR ASPHAL T. t j
O ?
C. EQUIPMENT THA T CANNOT BE £ASIL Y MOVFO, SUCH AS CONCRETE PA VERS, SHALL ONL Y BE WASHED IN AREAS THA T
DO NOT DIREC71 Y ORA/N TD NA TURAL OR COVSTRUCTFO STORMWA TER CONVE'YANC£S. W
W
D. WHEN NO FARMED AREA5 ARE A VAILABLE, CONCRETE WASTE SHALL BE DISCHARGED TO A PA WD OR LINED SUMP. Z
SEE THESE PLANS FOR L OCA TION OF THE SUMP. WAST£ WA IFR WTH/N THE SUMP SHALL E/THER B£ NEUTRALIZED
PRIOR TO DISCHARGE TO THE SEDIMENTATION FACILITY OR 015POSED OF IN A MANNER THAT 00f5 NOT VIOLA 7F
GROUNDWATER OR SURFACE WATER QUALITY 5TANDA ROS. Lu
6. SLURRY, CUTT/NGS, AND PROCESS WA TER FROM SAWCUTTING AND SURFACING SHALL BE DISCHARGED TO FORMED AREAS
AWAITING INSTALLA T/OW OF COVCRETE OR ASPHAL T OR TO PA VFD OR LINED SUMP.
7. NH££L WASH, OR 77RE BA TH HA5TEWA TER, SHALL BE DISCARDED TO THE SEDIMENTA TION FAC/CITY OR TO THE SANITARY
S£W!"R.
8. APPLICATION OF A6 RICUL TIRA L CHEMICALS, INCLUDING FERTILIZERS AND PESTICIDES, SHALL BE CANOUCT£D IN A MANNER
AND AT APPLICA TION RA TES TNA T fWLL NOT RESUL T /N L 055 OF CHEM/CAL TO STARMWA TER RUNOFF. MANUFACTURERS'
RECOMMENDA TIONS SHALL BE FOL 0 06 FOR APPL ICA T/OW RA TES AND PROCEDURES.
C 1 *.4
9. THE C6WTRA CTAR SHALL D£SIGNA IF A PERSON A5 THE RESPONSIBLE REPRESENTATIVE• IN CHARGE OF £R05/01/ CONTROL AND MAINTENANCE OF ALL EROSION COWIROL AND STORMWA7FR POLLUl7AN PREVENTION FACILITIESWo
(COREY WA 75AN (425) 646- 4139)
N
o
Q-
DI)STCONTROL
C� p
0
�•, v
WEN EXPOSED SOIL SURFACES ARE EXPOSED TO THE POINT MAT WIND TRANSPORT 15 POSSIBLE, THE EXPOSED 501L5 SHALL W U
BE SPRA YED UN TIL #f T, BUT RUNOFF SHALL NOT BE GENERATED BY SPRA Y1NG.
1
o L4
DEWA TER/NG CONTROL o W
Q h
ANY RUNOFF GENERA 7F0 BY DEWATERING SHALL BE TREA TED BY DISCHARGE TO 5E0IMENTA TION FACILITY. IF DEWA ITR/NG h
OCCU FROM AR R R S OM EAS NN£ £ TH E WA TER HAS CON/£ INTO COV TACT iW TH NEW CONCRETE, THE pH Of - liyE WATER MUST BE � �I
MOVITORED AND MUST B£ NEUTRAL/ZED PRIOR TO DISCHARGE. A DEWATERING PLAN MUST BE SUBMITTED AND APPROVED BY THE
CITY of, RENTOV PRIOR TO DEWATERING AC77VIT/ES.
0
LQ
GENERAL S TO CKPIL E NOTES .�
W
STOCKPILE AREAS TO BE COWRED WITH VISQUEEN PLASTIC (MINIMUM 6 MIL.)* # HEN NOT IN USF. VISQUEEN 15 TO BE HELD IN w
PLACE BY A MIN/MUM OF 10 LB. SAND BAGS PLACED EVERY 15 FEET AL ONG THE EDGE AND ACROSS THE PILE. STOCKPILE
HEIGHT NOT TO EXCEED 8 FEET.
DATUM
NA VD 88
BASIS OF BEARINGS
N893925 *W AL OVG THE NORTH LINE OF THE N6R7HNE57' QUAR7FR Or .9-C 776W 20 BETNFIN
7HE FOUND NORTH QUARTER CORNER AND THE FOUND SECTION CORNER PER RECORD Or
SURVEY RECORDED UNDER RECORDING NUMBER 2060101012900!0101.
BENCHMARKS
CITY OF RENTON BENCHMARK NUMBER 418
PLANAPPL/ES BRASS PIN /N COVCRVF MONUMENT
THIS T.E.S. C. L OCA TED A T THE INTERSEC776W OF SOUTH 71H STREET
TO THE DRYSEASON ONLY. AND REN TOV A VENUE SOUTH.
ELEVA T1OV 305.80 (93.2161/)
R-381304
IN COMPLIANCE WITH C17 YOFRENTON
STANDARDS
BY: DATE:
BY:
BY:
B Y.
r
DATE:
DATE:
DATE:
Ln
D
0
T
�o
rTi
�cn
D
Z
T71
CP
Ul
LT K
Rz
z
m
m
D
m
m
D
o �
o �
T
..dop
�CA
�771
CDxoo �
z
o=
c
o
N
D
m
T,o
NE
Q
V
Z
?
v
Q
m
W
m
z
m
m
Q�QQ�
�
0
W
D
Q
O
w
>
Li
-3:
E-
vi
Q
QW��
000<
SHEET
OF
C2,3.1
16
PROJECT NUMBER
04.139M
Ln
D
0
T
�o
rTi
�cn
D
Z
T71
CP
Ul
LT K
Rz
z
m
m
D
m
m
D
o �
o �
T
..dop
�CA
�771
CDxoo �
z
o=
c
o
N
D
m
T,o
D
cy
�o
r�D
z
m
z
m
m
m
0
D
Ln
D
0
T
�o
rTi
�cn
D
Z
T71
CP
Ul
LT K
Rz
z
m
m
D
m
m
cn
D
o �
o �
T
..dop
�CA
n
CDxoo �
>�
CD�W
cn>
R
N
D
cn
D
T
n
0
O
D
m
T,o
D
pC
p cn