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HomeMy WebLinkAboutCivil Plans 4.8.19 910 13 al BEEHIVE INLET RIM=869.66 0 W 12"RCP=866.76 e , ra- - TOC=870.40 INS=8B7.14(S) 3 Story Apartment Bldg. i STM SIR 1104C9, NEENAH R 3405_ TOC=870.30 ENV-866.55(N)� - INV=866.45(S) I GI I RY p9 ro II ro STM SIR #103 NETOAH R-3405Toi INS=865.92(N) I INS-865.82(SE)° - CURB INLET - - - TC 869.23 GUT-868/78/ SIGN RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes City yof Camped (\�� �VLl3�Vt�D*tiYWML DATE: 06/17/19 7 9 1 8 1 7 CURB INLET TC=870.69 cur=8701a MAIN STREET IS 1211RCP=866.59 - 6 CURB INLET P / 6 a' p iC-869.50 9 / p GUT=869.00 _ E NE 12"RCP=865.85 %Y , RIF 871.87 /.' •.... .. TC ]1.20 ,T,n� r pM �n GIITWr •�'os � O 870.81 TC OUT n `\ 870.81 GUT, xeT 810.78 TC" 'E_ o8]1S iC cur- e71a cur D� lG a IP 870.90------ 870.]5 GUT \ 8]Ob9 I. TC 870.72 GUT - - - 1 889. 70 • n TD tll /T,161 \ 011.19r P 8/0 f87OR0 GMTCGO aryPxqT PROPOSED BUILDING\c GFA=1 1,350 871.02 UT FFE=871.20 I \ 1.18 870. ° 071.16 M.F P.G. = 868.00 - ----- M.L A G. = 871.10 \ I �31 ]1.00 TO / Tc 870.48 B7Dea Tc TO e]0.48 e70.4e TIC \ �TC 870.50GUT CUT 970.45 B]D.4 GO GUT 870.48 . WT 8]1.06 ro.53 CUf° NH/O 6 xe�h 8]1.16 871.16 871.I6 1.16 87094 871.09 a 871.07 8]LC8 870.1 TC 070.56 • B]LOB GIR III TC CUT 8I06 870 • m TC 8]0.98 TG H/0. 1C TC 70.98 ., BROUS TO I8]0.48 WT GUT 870.48 GUT 870.48 ]0.1B GR H/0. GUT GUT 0]0.48 III GO / I 870.66 GUT 8]0.19 CUr TC 870. 870.7 7C� OUT 8]0.19 PC 8/0.83 GUT 800.13 cur ]0.1s TO 7C 870.83 ] TC B/o � CUf 01]CN 7C 70.61 GO / /GLIT TO 870D 0A0 TC 1 870.17 TO / A BUT TO ,� 'GUT 69.62 GO Gar �2OUT 1a �0 �y I rr r l ) / �a� , STM STR NEENAH TOC=869 INV-865. �INV-865. 9 10 U Mew 69 _ STM STR 101 � 89 ' T q ` T � - NEENNI R-3HI5'-' `F` \\ 4 pAxA TOC�68.80 APT. BUILDING �iC ORB 869.44 V` I I6hA 1� III 4 • IN/=864.22(W) ° \ M=e63 7(NE) ,�OT 104 pur-B6�.Ds __ v B ESE 1 T CP=86 J4 Vv --------------' \\ MA%' `\ 0 CURB INLET TC=868.31 LOT 103 GUT=867.88 INV-563.10 0 4 3 2 GENERAL GRADING NOTES CARMEL REQUIREMENTS 1. CONTRACTOR SHALL REFER TO THE STORMWATER POLLUTION PREVENTION PLAN AND DETAILS FOR 1. NO EARTH DISTU RBIN G ACTIVITY MAY TAKE PEACE PC CONSTRUCTION SCHEDULING AND EROSION CONTROL MEASURES TO BE INSTALLED PRIOR TO WITHOUT AN APPROVED STORM WATER vry P EARTHMOVING ACTIVITIES. MANAGEMENT PERMIT. a zF � O C 2. REFER TOTHE TRANSPORTATION RD 2. INKLER TREES, C. N VATEST ITION.FE BASIC FOR ION.F FOR THE SECTIONS SIC MAMENT TERIALS METHODS.T UCTIONREQUIREMENTS LANDSCDECORATIVEBI MOUNDS, FENCE. LIGHT POLES OR MOON Q ca HS PROJECT CLARIFY THE INTENT RIOUS ITEMSCLARIFY THE INTENT OF THE MEETS FOR THISPLEASE OTHER SUCH IESARE O PERMITTED WIT AMENITIES ARE NOT PERMITTED WITHIN TANDAREQUIREMENTSFORTHI ALSOJECT. NOTE THAT OTHER SECTIONS OF THE INDOT STANDARD SPECIFICATIONS MAY ALSO BE APPLICABLE NOTE AT OTHER SEC THERIG TTO THE RIGHT-OF-WAY. p �'T' GO N _ � O V FOR 3. TOPSOIL SHALL BE STRIPPED FROM ALL AREAS TO RECEIVE PAVING AND FROM WITHIN THE LIMITS OF 3. M.FPG.= MINIMUM FLOOD PROTECTION GRADE C ,GTtO PROPOSED BUILDINGS AND STRUCTURES. TOPSOIL SHALL BE STRIPPED TO THE DEPTH AS NOTED IN M.FRG. OF ALL STRUCTURES FRONTING A POND OR k THE GEOTECHNICAL REPORT. OPEN DITCH SHALL BE NO LESS THAN 2 FEET ABOVE O'• ry M " ANY ADJACENT 1001 LOCAL OR REGIONAL FLOOD 4 v C V V ISz 4. TOPSOIL, OFRICALL TO BE A MEDIUM WRIGHT ROLLER TO ELEVATIONS. IS FOR ALL ry a• - BU C DETER ENE LOCATIONS ANY POCKETS OF TABLE MA ERIALITH DETERMINELOCATIONSOFANV POCKETS OF UNSUITABLE MATERIAL. RECOMMENDATIONSFOR EFFERMATER ORS,WHICHEVER D WINDOWS, DOORS, PIPE ESTRANGES, WINDOW GO A_ L DRYING, AMENDING ANDiOR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PAVED WELLS, AND ANY OUR ER STRUCTURE M EMBE R WHERE D 41 I^O•- `1 AND/OR BWLDINGAREAS WILL BE DETERMINED ATTHE TIME OF CONSTRUCTION BVTHE OWNER'S FLOOD WATERS CAN ENTERA BUILDING. O •3 2 GEOTECHNICAL TESTING REPRESENTATIVE. _ MMm 4. M. LPOD, = LOWEST ADJACENT GRADE IS THE 5. TOPSOIL SHALL BE PLACED IN MOUNDING AREAS, NONSTRUCTURAL FILL AUDIO R PLANTING AREAS TO ELEVATION OF THE LOWEST GRADE ADJACENT TO AMINIMUMDEPTHOF6". EXCESS TOPSOIL SHALL BE REMOVED FROM THE SITE STRUCTURE WHEN THE SOIL MEETS THE FOUNDATION AROUND THE OUTSIDE OF THE STRUCTURE. 6. WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER PROVIDE ADEQUATE (INCLUDING STRUCTURAL REP NG DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS, RATES, PORCH BASEMEN WALKOUT PATIOS DECKS PORCHES FIR TO WITH OWNER'SGEOTECHNICAL TESTING REFERENTATIEFOR SUPPORT POST OR PIERS AND RIM OFTHE WINDOW 01 EREPORTAND/ORCONSULT REPRESENTATIVE FOR RECOMMENDATIONS_ WELL. N d 7. FILL MATERIAL SHALL CONSIST OF EARTH OBTAINED FROM CUT AREAS, BORROW PITS OR OTHER I-s-I C CURB INLET iC=868.42 GUT=867.88 E 12"RCP=864.27 APPROVEDSOURCES. EARTH SHALL BE FREE FROM ORGANIC MATTER AND OTHER DELETERIOUS SUBSTANCES AND LARGE ROCKS. THE FILL MATERIAL SHALL BE PLACED IN LAYERS NOT TO EXCEED SIX INCHES FOLLOWING COMPACTION. PROPER MOISTURE CONTEST OF FILL MATERIAL WILL BE SUCH TO ACHIEVE SPECIFIED COMPACTION DENSITY. ALL FILL BENEATH PAVED AREAS. FLOOR SLA3S AND FUTURE BUILDINGS SHALL BE COMPACTED TO AT LEAST 95%OF THE MAXIMUM DRY DENSITY 'ERASTM O-i55I. FIELD COMPACTING TEST SHALL BE RUN ON EACH LIFT, IN FILL SECTIONS, AND THE REQUIRED COMPACTION ON EACH LIFT SHALL BE IN ACCORDANCE WITH INOOT SECTION 211. 8. MAXIMUM LAWN SLOPE IS 3:1. 9. THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED WITHIN THE LIV17S OF CONSTRUCTION ACCORDING TO INFORMATION P:OVIDED BY THE VARIOUS UTILITY COMPANIES, PREVIOUS CONSTRUCTION PLANS AND AS EVIDENCED BY OBSERVATION OF ABOVE GROUND DISCHARGE SUMMARY 21"OUTLET PEAK DISCHARGE CPS RETURN PERIOD ALLOWABLE ACTUALW/OFFSITE 10 YR. NOTAPa CABLE 5.70 100 YR. NOTAY eaLe 8.52 NET SITE ACREAGE MINUS RO 1.32 ACRES OFF SITE ACREAGE 0 DETENTION VOLUME REQUIRED 0 DETENTIONVOI MEPROVIOED 0 W L1 6 a z `W I� C Cl s V Z -Np 3 (_ 22 THE DOES NOT LIE IN A FLOOD HALIRD AREA AS ESTABLISHED BY THE FEDERAL MENzMEN • CONDITIONS BY THE SURVEYOR. THE ACCURACY OF THIS INFORMATION IS NOT GUARANIEEO. -Q 13 J1 10. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUIT, SERVICE C W J m LINES,ETC. WITHIN THE CONSTRUCTION LIMITS. THE LOCATION AND PROTECTION OFU71LIW V CTTT. C / STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH EXISTING AREAS' / APPLICABLE UTILITY COMPANY)15 THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. / PERVIOUS =1.32 AC. 11. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE. IMPERVIOUS =0.D3 AC. D. 12. COMPACTED "B'BORROW BACK FILL RED OVER ALL UTILITIES IN PAVED AREAS. PROPOSED AIWAJ AREAS '$'$ ppe 13. ALL GRADESAT BOUNDARY SHALL MEET EXISTING. CONTRACTOR SHALL ADJUST AND/OR CUT PERVIOUS =0.18AG „$ - `�• ; ; IFy $ EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE BUTT IMPERVIOUS =1.14 AC 7 m 14 eM sz N JOINTS SHALL BE PROVIDED AT TRANSITIONAL AREAS BETWEEN PROPOSED ME EXISTING PAVEMENT. 3 2$$$Mffi � - P; CURB INLET 14. ANY PART OF SANITARYOR STORM SEWER TRENCHES RUNNING UNDEROR WITHINS'OFPAVEMENTTD G C G = G TC-868.30 BEBACKFILLEDWITH GRANULARMATERIFL. CUi=667]9 r E1 15, ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH O.S H A. STANDARDS FOR SUMP=861.30 WORKER SAFETY. n m m m 16, THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTITIES PRIOR TO THE START OF R2 2 V2 FIRE HYDRANT CONSTRUCTIONFAREXCESS OR SHORTAGE OF EARTH IS ENCOUNTERED, THE CONTRACTOR SHALL V CONFIRM WITH THE OWNER AND ENGINEER THE REQUIREMENTS FOR STOCKPILING, REMOVAL OR IMPORTING OF EARTH. 17. PROVIDE POSITIVE DRAINAGE WITHOUT PONOING IN ALL AREAS AFTER INSTALLATION. CONTRACTOR TO TEST FOR AND CORRECT ANY PONDING CONDITIONS. ANY AREAS THAT HOLD WATER MORE THAN m 1AS DEEP SHALL BE CUT OUT AND CORRECTED TO POSITIVE DRAINAGE AT NO COST TO THE OWNER/ z m DEVELOPER OR ENGINEER. 18. ADA ACCESSIBLE PAWING SPACES, NAMES, AND ROUTES SHALL BE IN ACCORDANCE WITH THE LATEST oF� CURB INLET ADA STANDARDS FOR ACCESSIBLE DESIGN. Q00 TC=867.40 19. VERTICAL CURVES, WITH MINIMUM LENGTH OF 50', SHALL BE USED WHERE P05518LE BETWEEN w £ i o GUT 866.92 VERTICAL CHANGES IN DIRECTION (SLOPE) TO ALLOW FOR POSITIVE DRAINAGE AND SMOOTH ?5www E 12"RCPTRANSITIONS. =863.50 a ti w IC = g 5 1 Fj REP=i63.,jG 20. INSTALL CONCRETE CRADLES WHEN THE VERTICAL SEPARATIONR MEASURED m .022 g. e e e p FROM THE EXTERIOR OF THE PIPES) BETWEEN SANITARY SEWER FACILITIES, WATER MAIN, AND STORM FROM THE EXTERIOR M SEWERS 1518" OR LESS. i w w w a u9 21. ALL DISTURBED AREA SHALL BE STABILIZED IN ACCORDANCE TO THE STORM WATER POLLUTION z Z i PREVENTION PLAN AND LANDSCAPE PLAN. m g g g SITE SPECIAL Opp 11 � SCALE ON FLOOD INSURANCE EKATEAGENC-P1180NATIONAL 7CO207D PANEL NS OF 300, 0, DATED WHIENPDOVE BER19 BV _ SCALE ON FLOOD INSURANCE RATE MAP k1005]CO20]G PANEL 20]OF 300.OATED NOVEMBER 19. 2014. IF 8 _ _ - _I - x N4 CURB INLET 23. THE PROPOSED STORM SEWER ON THIS SITE SHALL BE PRIVATE. 1F�.0 iC=86747 �., ^,iy III III I GUT=8IP=8-6 pR W -86694 C6357 I II I III • 4 I I Ell I EK III III III ' R6 Go 0 BB].93 C \ eRIP Ap ti ,9p SroRM MANHOLE \ RIM-B6 MAN GRADING PLAN LEGEND a � ppA INV-863.33 �AS MTILITIES LINE TYPES B STM STR j1W 0n CISTERN � 03MMUNICATgJSJUNCTION BOX RIGHT OF WAY LINE ME866. EEN4B R-4342 DRINKING FOUNTAIN © WMMUNICATICN6MANHOLE FENCE TOC=868,11' AJS / h FIRE FEET HOOKUP © COMMUNICATIONS PEDESTAL GUARDRAIL CL U INV=663.64(SW)P A X0 igi FIRE HYDRANT © COMMUNICA➢LNG RI6ER BOUNDARY LINE III INV=863.54(E) I LJ POST INDICATOR VALVE t TRAFFIC SIGNAL PULE �... �... �...-FLOW LINE 't 1 (D CHILLED WATER MANHOLE fi TRAFFIC SIGNAL 500 INDEX CONTOUR \ WATER MANHOLE Nina STORM CIEANOUL 501 INTERMEDIATE CONTOUR 5�y 0 SPRINKLER CONTROL BOX 0 BEEHIVE INLET c c UNDERGROUND GAS SPRINKLER CONTROL VALVE 0 CURB INLET Ny w UNDERGRWNDWATER SPRINKLER • FLOOR DRAIN RA�NA� AERIAL ELECTRIC WANT 4p \ /Ay 4 SPIGOT ® ROUND INLET E E E UNDERGRWNDELECTRIC I ew SAN W4 I 0 WELLHEAD ® SQUARE INLET c c c UNDERGRCVNDLOMMUNICATIDNS WATER METER O STORM MANHOLE clnl aAl FERIAE COMMUNICATIONS 0IX / R' IIIII a B'PS WATER VALVE ® DOWNSPOUT po 10 UNOERGRCVNp FlBER OPTIC /� gL �B6 M�py39 ®c GAS METER O4 SAN RARY SPREE CLEANOUT FDG) Fqq AERIAL FIBER DRUG CABIE pp LI FT STATION $Oq % D® GAS VALVE Drv. Dx. OVERHEAD UTILITY I/ VB SANRARYSEWERMANHIJLE �\ © ELECTRIC MANHOLE Fn Fu FORCE MAIN SANUARY57UB MARKER ooLn. m ELECTRIC OUTLET 'W., SAN-SAN SANITARY SEWER LATERAL IL4P = _ - _ ELECTRIC METER OTHER SANITARY SEWER MAIN ® ELECTRICAL RISER sM slw ROOF DRAIN 0 TRANSFORMER SIGN - - - - - - - - - - - - - - SUB SURFACE DRAW '� GUYANCHDR So BOLLARD STORM SEWER MAIN UII ELECTRIC JUNCTION BOX Iy PARHING MIEELSiOP ______ __----GRADE BREAK LINE [EGENERATOR U ACCESSIBLE SPACE ABBREVIATIONS u .J MRS OF DISTURBANCE ROW RIGHT OF WAY ,V uTILITV P°LE FNcuRBscuTTER ELEVATION DUST EASEMENT UTILITY POLE WITRANSFORMER 0` PAVEMENT SPOT ELEVATION GUIDE. ORAINAGEANDOLGr EASEMENT g] OWN GRIND WELL GEST GROUND SPOT ELEVATION N ' FEE FINISH ROOK ELEVATION /��F pL/ TOC TOP OF CASTING O LIQUID PROPANE GAS TANK x`� EXISTING SPET ELEVATION , BENli11MA1X1l DATA TO TOP OF CURB ORNAMENTAL LIGHT *= EMERGENCY FLOOD ROUTE GUT GUTTER STREETLIGHT FLOW DIRECTION ANDELOPE CM) CORRUGATED METAL PIPE RCP REINFORCED CONCRETE PIPE o� PARKING LOTLIGHT)I HEAT) W • E Know what'sbelOw. HARRISON CAST IRON BENCHMARK, PVC POLYVINYL CHLORIDE PIPE DI PARKING LOT LIGHT HEAT) NO GTE CAST CORNER IRON MONUMENT QUARTER VCR VITRIFIED CIAY PI PE NOR HEASTLORNERSOUTHEASTQUARTER I HOPE HIGH DENSITY POLYETHYLENE PIPE Call before you dig SECTION 26 ITON-RUE ELEV. 856.31 IN AVID 88) TIP DUCTILE IRCNPIFE 550 SUB SURFACE DRAIN PPE W]/Ain 00-JIndo Cal/ 544 US STORM 5 8)1 Or 8 S 7 ogys o SRI SAN SANITARY SCALE: l" = 20' =° N0°= Try' X W IC ° w1-2 EXISTING FIRE HYDRANT I STR STRUCTURE PER I STATE uw o vcw>;E CO CLEANOLR R 0 10 zo 40` a,5 TWO (2) WORKING NLTB6E COMMENCING WORK, 7 6 5 4 3 2 1 RUCKEK P.E. Z J W Q U 2 Q ED ONE), °z U z_ 0 LL ICI O / ad C7 z W O 0 W N Ln n 2 Sco O F- 00 1 Go Go No 10 �T NO. W 18.0605 SroRM MANHOLE \ RIM-B6 MAN GRADING PLAN LEGEND a � ppA INV-863.33 �AS MTILITIES LINE TYPES B STM STR j1W 0n CISTERN � 03MMUNICATgJSJUNCTION BOX RIGHT OF WAY LINE ME866. EEN4B R-4342 DRINKING FOUNTAIN © WMMUNICATICN6MANHOLE FENCE TOC=868,11' AJS / h FIRE FEET HOOKUP © COMMUNICATIONS PEDESTAL GUARDRAIL CL U INV=663.64(SW)P A X0 igi FIRE HYDRANT © COMMUNICA➢LNG RI6ER BOUNDARY LINE III INV=863.54(E) I LJ POST INDICATOR VALVE t TRAFFIC SIGNAL PULE �... �... �...-FLOW LINE 't 1 (D CHILLED WATER MANHOLE fi TRAFFIC SIGNAL 500 INDEX CONTOUR \ WATER MANHOLE Nina STORM CIEANOUL 501 INTERMEDIATE CONTOUR 5�y 0 SPRINKLER CONTROL BOX 0 BEEHIVE INLET c c UNDERGROUND GAS SPRINKLER CONTROL VALVE 0 CURB INLET Ny w UNDERGRWNDWATER SPRINKLER • FLOOR DRAIN RA�NA� AERIAL ELECTRIC WANT 4p \ /Ay 4 SPIGOT ® ROUND INLET E E E UNDERGRWNDELECTRIC I ew SAN W4 I 0 WELLHEAD ® SQUARE INLET c c c UNDERGRCVNDLOMMUNICATIDNS WATER METER O STORM MANHOLE clnl aAl FERIAE COMMUNICATIONS 0IX / R' IIIII a B'PS WATER VALVE ® DOWNSPOUT po 10 UNOERGRCVNp FlBER OPTIC /� gL �B6 M�py39 ®c GAS METER O4 SAN RARY SPREE CLEANOUT FDG) Fqq AERIAL FIBER DRUG CABIE pp LI FT STATION $Oq % D® GAS VALVE Drv. Dx. OVERHEAD UTILITY I/ VB SANRARYSEWERMANHIJLE �\ © ELECTRIC MANHOLE Fn Fu FORCE MAIN SANUARY57UB MARKER ooLn. m ELECTRIC OUTLET 'W., SAN-SAN SANITARY SEWER LATERAL IL4P = _ - _ ELECTRIC METER OTHER SANITARY SEWER MAIN ® ELECTRICAL RISER sM slw ROOF DRAIN 0 TRANSFORMER SIGN - - - - - - - - - - - - - - SUB SURFACE DRAW '� GUYANCHDR So BOLLARD STORM SEWER MAIN UII ELECTRIC JUNCTION BOX Iy PARHING MIEELSiOP ______ __----GRADE BREAK LINE [EGENERATOR U ACCESSIBLE SPACE ABBREVIATIONS u .J MRS OF DISTURBANCE ROW RIGHT OF WAY ,V uTILITV P°LE FNcuRBscuTTER ELEVATION DUST EASEMENT UTILITY POLE WITRANSFORMER 0` PAVEMENT SPOT ELEVATION GUIDE. ORAINAGEANDOLGr EASEMENT g] OWN GRIND WELL GEST GROUND SPOT ELEVATION N ' FEE FINISH ROOK ELEVATION /��F pL/ TOC TOP OF CASTING O LIQUID PROPANE GAS TANK x`� EXISTING SPET ELEVATION , BENli11MA1X1l DATA TO TOP OF CURB ORNAMENTAL LIGHT *= EMERGENCY FLOOD ROUTE GUT GUTTER STREETLIGHT FLOW DIRECTION ANDELOPE CM) CORRUGATED METAL PIPE RCP REINFORCED CONCRETE PIPE o� PARKING LOTLIGHT)I HEAT) W • E Know what'sbelOw. HARRISON CAST IRON BENCHMARK, PVC POLYVINYL CHLORIDE PIPE DI PARKING LOT LIGHT HEAT) NO GTE CAST CORNER IRON MONUMENT QUARTER VCR VITRIFIED CIAY PI PE NOR HEASTLORNERSOUTHEASTQUARTER I HOPE HIGH DENSITY POLYETHYLENE PIPE Call before you dig SECTION 26 ITON-RUE ELEV. 856.31 IN AVID 88) TIP DUCTILE IRCNPIFE 550 SUB SURFACE DRAIN PPE W]/Ain 00-JIndo Cal/ 544 US STORM 5 8)1 Or 8 S 7 ogys o SRI SAN SANITARY SCALE: l" = 20' =° N0°= Try' X W IC ° w1-2 EXISTING FIRE HYDRANT I STR STRUCTURE PER I STATE uw o vcw>;E CO CLEANOLR R 0 10 zo 40` a,5 TWO (2) WORKING NLTB6E COMMENCING WORK, 7 6 5 4 3 2 1 RUCKEK P.E. Z J W Q U 2 Q ED ONE), °z U z_ 0 LL ICI O / ad C7 z W O 0 W N Ln n 2 Sco O F- 00 1 Go Go No 10 �T NO. W 18.0605 RUCKEK P.E. Z J W Q U 2 Q ED ONE), °z U z_ 0 LL ICI O / ad C7 z W O 0 W N Ln n 2 Sco O F- 00 1 Go Go No 10 �T NO. W 18.0605